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Home My WebLink About91 - PART 2 - SPENCER HWY RECONSTRUCTIONOTT r .iER PROP' PROP 1. ABANDON EXIST. WATER LINE IN PLACE L JPT _ 1-6`x6' TEE STA. 135+11, 30.0' LT., ,-f:---E- r EXCEPT WHERE NOTED. t-6'x4` RED PROP. SAN. MANHOLE 1-8'x6' TEE S. STA.140+33, 30.0' LT. Z STA,!141+09, 30.0' LT. 2 REMOVE ABANDONED VALVE COVERS k RISERS. Sa 1-6' GV k B PROP. 6' R 20.00 1-8' GV & 8 PROP. SAN. MANHOLE - 3. ADJUST EXIST, MANHOLE COVER TO PROP. 1-6' GV k B PROP. SAN. MANHOLE R i W 1-4" GV & B 1-FlRE HYDRANT (4' BURY) ' A 'Er:A i GRADE MANHOLES LABELED 'ABANDONED' - AND LINES f I PROP �-- 1-6'x90T.,BEND I A m Z SHALL D FILLED W/ BANK S 2-4'x90' BEND ABANDON & P,EMOYE EXIST. F.H fitT nPEr I PLUGGED k FRAME k COVER REMOVED, t-8'x8' CRO5S z X. e K I ! CUT EXIST. WATER UNE i C STA. 135+80, 45.E LT, 4III [it�. 4. WATER UNE PIPE SHALL BE PVC, AWA'A IF I1-8`x6' RED. c It,- IE S7A._147}70, 30.0' LT. C STAFF 131+62, 70'LT• & 80' LT. FCSTA PROP.' I r C-900, CLASS 150, UNLESS OTHERWISE NOTED. 2-8' GV k B I - 1-8'x6" TEE G i PROP. SAN. MANHOLE 5. 6' & LARGER LINES SHALL HAVE A MINIMUM C STA, 131+62 45.5' LT. "� w &I I CUT-iSABANDON EXIST. 6' & WATERL'NES _ i 6' GV & B 4" 1 1 r--1 O OF e COVER. 4' UNES SHALL HAVE it I� I. - asPrl.,� caRK•':c PROP. B' WATER UNE u 7 71 s - %T PARKING _ A MINIMUM OF 3.5' COVER. GAO `I ! 17. PAD A'P9-_. CSTA. 138}AO 455 LTI -,_(� Il 1 •,. � "F �',� 6. FOR PROP. SANITARY SEWERS ON NORTH •" MITA _ PROP. 8' WATER LINE A cP 1P I I I _ N 1�1 . - I - a: r v 'I sl I tD Trot E.Pr " d SIDE OF SPENCER, BETWEEN STA. 140+33kkk & 6" WATER , `cI • , G, 1 . P-` w '_PH . ! APH .. • F H. r,; L4P" - c. z' En. el-; I:As 1 - _. ._ _ c ' L`" T �. _ - _ _ - _-I- 144+55. CONNECT EXIST. SERVICE j 1 ' I4 .- - .. - - ,.. _ .. -�•. - LEADS TO PROP, MANHOLES. CUT, PLUG, & - a .� - -- - _ - - -' t - CORE BORE #2- 1 PIS PROP-6=SAN SEW. I ABANDON EXIST, 10' SANITARY SEVIER IN PLACE PROP. IT• �89'S6'S0I PROP. 6' SAN. SEW. 'O = ® • ' T'`' I -� .T_R I - 7. POINTS OF CONNECTION FOR WATER & SEWER 4" WATER- IH n us+0 b = N 8 �032^ E �. (TO BE FREMOVEb 140TOO - 0 SERVICE TAPS ALONG SPENCER ARE UNKNOWN. 2-8' PLUG 90`03' 180'10'14" -�� !-----E<srNc „, ;ea_T- z _ t325.es •r \ PROP. 8' SAN.J SEW, W WHERE EXIST, WATER AND/OR SEWER SERVICE STA. 130+65, IoTS+ 8- SPET7CE ' ,; O S C t 1:8 . PI STA. 132+07 50 00 iSTH STREET % 6' TER C i -' ROP 6 WATER _ `----T-Pe _ Z TAPS ARE ENCOUNTERED DURING CONSTRUCTION, 45.5' LT. & Rt�' ';JA.�R- 5r0� R�E _ I _- x3CO4E 90R6g1 I / = __- - - -_ _ - _ - PROP. 8' WATER LINE P iF .. -.. - --m--"--- T - - PAO _ \ JAGL' ORE '10 ::. �FVc IF TO BE REMOVED i �- J AND A NEW WATER AND/OR SANITARY SEVIER _ _ 1 "�= LINE IS PROPOSED, CONTRACTOR IS 70 RE o 1� U CUT:+PLUG &ABANDON OVERHEAD �0..>:R -_ c. .,.P. • I'G P u CO CONNECT SERVICE TAPS TO PROPOSED ONES. W I- PAYMENT IS INCIDENTAL To UNIT PPF B 0� LGOHtJEGT TO EXIST M.H. 6` PLUG I _ I w 0 Q BIO FOR RPE WATER MAIN. v1 _�1 P o PROP. 6 WATER ,;I EX1S7. WA iERLINE r- :I. II 1 r PROP 6 C-19.40 it IF ASH„LT PAnX Nc tO ! PROP. 'I ftte ASPHAJ P.nK"+G �'II \ n Is 1-8'x8' TEE o+ �J + 11 o PROP. ASPHALT PnHKrIc I� I� 3 ---.- EXIST. SAN. SEW. (k MANHOLE) 1-8`x6' RED. IF- EXIST. WATER (& VALVE) I w +- Ao yr '< 1-6'x6" TEE D I IG BEGIN PROJECT 1-8' GV & B ! �j� wl� 1-6"x90' BEND I PAsnOENA PLAzn I I CONNECT TO EXIST M.H. - PROP. SAN. SEW. (& MANHOLE) N CSJ No. 8020-12-12 -6' GV k 8 I m lin lm 2 y+; iN 2-6' GV & B :.IaRT NOTD : Pa'! FOR, CONNECTION Q= PROP, "x _ - PROP. WAIERUNE (& VALVE) C S7A. 131+62, 45.5' RT. ,O SAN. sewer{ TD EXISTING I PROP. 8' L=20.20 �- PROP. 41ATERUNE YdTH FIRE HYD. k RED.) Iw `,1 v c 1-FIRE HYDRANT (4' BURY) ! STauc-u�qs) Is IND POE AL z;m '�xi ABANDON & REMOVE-EXIST.-F.H..-I ''=III TD UNIr PRICE BID f0R SAN' I '` p: INFORMATION OBTAINED FROM RECORD DWGS. PASRCE;:A PLAZA C STA. 133+20, i5.5' RT. a SEWER LINLE55 OTHERWISE. /^\ (NOT FIELD VERIFIED) ;:ART-�D.� I NOTED IN PLANS. ` \ nib R. .W. _ , SPECIAL NOTE SHEET TOTALS lJ' SPENCER HIGHWAY �lI'rFn TEXAB TRANS MISSIQN_S-CONTACT MR.RON NIXON @17131 EST, FINAL UNIT oEscRIP71oN 479-1234 WITH 48 HOUR NOTICE PRIOR TO CONSTRUCTION IN THE VICINITY OF UTTCO'S PIPELINES, IF PIPELINE INF f'OMPANV -CALL 331HE VI TO GIVE 48 HOUR -- i I NOTICE PRIOR TO CONSTRUCTION IN THE VICINITY OF PHILLIPS. -r 1 t I N I i I I I i PIPELINES. _ -_---- 1 I 5}7�I,y PIPELINR- CONTACT MR, C.E. ORN @ (713) 241-0646 WITH 48 1 HOUR NOTICE PRIOR TO CONSTRUCTION IN THE VICINITY OF SHELL'S 1 ; PIPELINES. PIPELIN'c-EQMPANY -CONTACT DOMINGO GUTIERREZ @ 470- B M. N0. 1 _ ELEY. 30.22 (1978 ADJ.) 4486 TO NOTIFY EXXON OF CONSTRUCTION IN THE VICINITY OF 3/4" I.R. ON THE SOUTH SIDE OF SPENCER HIGHWAY THEIR PIPELINES. AT THE HIGHWAY, OF PEREZ STREET AT 1 i ! i I I COASTAL STATES -CONTACT fiOBERT FISHER @ (713) 877-6763 TO SPENCER HSV-14Y. 1 I POINT N0. SV-14 ! ( 1 I I NOTIFY COASTAL STATES OF CONSTRUCTION IN THE VICINITY OF X=3203234.453 ! 1 I I ! 1 THEIR PIPELINES, _^ _ _ .-.-35 Y=685312858 1 i I i I I - - IF 35 ----- ! I �i < .iL.Ai NORTH 4.o.Nv. I / SOUTH R.o.w. ! L_IFFFF-30 . _ r_ 30 1 �j 64zec�s moll 25 -- I•-..-- I ROP, 8' WATER UNE TO BE RElt0YE0 PRROP 76' PROP ti\'-__--' 60 / I i �I (TO BE.REMOVEO) ( ) 6 ®1.007, 6 5 O 1 007 L d"I I ! ! I I ! - _ - ,�_ =29: / The setl appearing IF m les Wom WeAl -- _ - _ - . y,. P.E. _ --_ ' _ -- I ._� i _ - -- -- ...23 h A I. _ ,I IT, 1.38 8 6 (L 20 i E 1 I Q - I � ----- wlM1aixed h Cho,les W P.evq z0 _ - -- - R zo.00 fiz isIF 41 - - - - -- - - -I ---.IF 1 / 9 15 _ t _ ____._---------.- --'--- -- - STATE DEPARTMENT OF HIGHWAYS --- - ---- --- I AND PUBLIC TRANSPORTATION SPENCER HIGHWAY LL IF UTILITY PLAN &PRO"!LE STA. 130+65 TO STA. 142+00 s - SCALE: 1-=50' HOME rm5• VERY. SHEET 1 OF - IF I_. _......_ _ _ . ...- _ _ F D? OERAL AID PROJECT Y.O. S i�Ei ------"-'-- - '. - C] FA1NE 51O^�Iy �SOLIATF9. IIIC STAB D A COUNTY 60 TEXAS 12 HARRIS CONT, SECT. JOS HIGHWAY NO. _.--_-___ 138 139 140+00 141 ._�._. .�___..-..-._.__._, __ 135+00 136 137 eozo 12 Oo9 PH 130+00 131 132 133 134 �tC.I. PROP. ,4DENA PROP. PROP,x4 TEE CITY OF PAS - r 2-6 x45. 6E'ID 1-8"x6" TEE 1-4 GV & B _ _ t-6" GV & B 1-81 GV & B fE STA 1 0+95, "455. LT \_ I VET CONNECTION - _ NOTES:_-- 1 601 C STA. 146+304 60' LT, : - 1-B;z4" RED. -�--- CUT, PLUG & ABANDON riS 1 t I , 1. SEE SHEET OF 3.2FOR 1-FIRE HYDRANT (4 BURY) I PROP I w till. ABANDON f< REMMOVE EXIST. F'-� ! I I ADDITIONAL NOTES AND LEGEND. E STA. 143+50, 45,5 LT to A 1 4 °LUG I 11 I 2. ABANDON E%IST. 10" SANITARY SEWER 'Aa I I WC STA. tA4r.5, A5.5' LT. < L 1 I I ON THE SOUTH SIDE OF SPENCER FROM ABANDON &REMOVE 'F q STA 1S3 08 a 1 . PROP. i PROP. 6 WATER L{NE = 1 O STA, 147+80 TO STA. 162+55. EXIST. F.H. I 30.0' LT., PROP, S STA. 144+23, 1t. A 1-6"x6" TEE I ° I ' I - I - O 0 STA. 142+67 L" ��j SA!i_MANHQLE t�_o.Q,D' LT., PROP, I I-6" GV &n I I f I . , I = c;, O 30.O�LT PROP s+ 0 STA. td3+63 SaN. MANHOLE ¢ 1-FIRE HYDRANT (4' BURY) i . _ jJIII ,_cn ,k.•, ;-J . -; k; O SAM, IAANHOCE- .�III 30.0 Li., PROP I ! rE STA 146+55 45.5' LT. - _ a i ' I / pollL - S9N« IASNHOLE i ) -- t I I ... a _ _ p`q z j J ..n_ u I 1 I_ C:NC t'PI .. A'. PH _ A. _FAIL op N s,a-r aa'cs P r,-' orl �� p -- -- 1t9.S '51" c rn 145 9015 SPENCER Il,i 6oR .n --\\ 4 INA °2•! PROPI 6" VIA R LINE (n P. PppOP 6 WlppATER LINE PRO .b' S N. St W. 145+oo T A�L_I -q . �_cT di 15o co V8Tc523 E -A F+ F E PROP 8 WATER LINE W I,._ 1 STA. 145+34.39 �I,.' T..,. (TO 8E REMOVED) �-?ROP. 10" SAN. SEW.', PL t� � 1 t _fl C�� tl TO BEILREfdOVED)\` _... .-_ LJ T 4"iATEF-1 1 I, I BEJIREMOVED) C _ _ +--j``�- Z _ p PROP 4 llATER lI10E' T / 1 F _ _ _ _ ( _ tT0'BE_REMOVEDJ- " E H-n _ Nm tt- - _--aRE'9eR �/ o- _ E A = L4, _ --'c= -•-� o �.: 4 x (s PLA dTtR �, F y IIA l / P (T (P J I3I I I G'1ARD F �� .,VIN 1� I I 3.P. (iVP ,� / _ N pp, .I_ �_ ,CP -i Ii Q H PROP. �--�' c r"• a t 1 PROP. 4" 1YATER LINEi _ 4 1-4" PLUG STA g44M.A• PIP ,. x: �-t2 I ' PP,OR` = II. Asrr;A,� r,.Ra'Lc _ t FNq_T FAnk'P, STA. 143+60, 45.5' RT. 34'0' RT., EXIST. T ,,I; 1. R.I I; 4 PROP. FC SAN. MANHOLE os kg 1-3" PLUG I L: ;Iw i;` �, I C STA. 147+80, 22.0' RT. �= 1-8'x6" TEE PROP. 8" FL 20.3 I: (f [' r, STA. 147 75, 48.0 .P.T. - 1; 8 is nml sPHaLi v;.fixR:.. PROP. SAN. MANHOLE PROP. 1-6" GV & 8 ,•�, i1 PROP. 1. (' JII ;; iLj 1-6"x6' TEE 1-8"x6" RED.1-4"z4" TEE PROP'I �I'll --� I t-6" GV & B 1-FIRE HIDRANT (4rNURY) I`11-4" PLUG 1 -__ J I a lI c+ F_ , I 'I I L-� STA. 152+85, 48.4' RT. 1-4" GV & B ! olio 1I 1-3' GV & B C Sln. 144r80,'st. ^II �: �, z1I I! L_r- t-FlRE HYDRANT (4' BURY) EXIST. BEGIN PIPE DEFLECTO� \ STA. 143+95, 45.5' RT. I! o I \ 4`5.� RT. •- IW �I I D 1-6" PLUG Y7/ 3" TAP G' FIRE LINE c �' Nz III ptm CONDUIT REQUIRES -AD STA. 15Uc55, 48,0' RT, (FIELD VERIFY J I' II y BY SWBT TO ACCOMODATE PROPOSED Leu oN) SHEET TOTALS END C6J No. 8026-12-12 . BEGIN GSJ Na."'8620-12-09 STORM SEWER 4G.vt :CInESY „'I.4� CITY OF C iY OF SPENCER HIGHWAY EST, FINAL UNIT OE6CRIPTION IIII N A I I I I I I I I i I I 1 I ! I I I I I ! I I B.FI, NO. Z ELEV. 32.61 (1978 ADJ.) I I I I I I I I I I I I I I I I I APPROXRMATEIY17 SOUTH 00' EAST OF THE PINTERSEC710NAOF SHAVER STREET AT SPENCER HIGHWAY. 11 - I POINT NOo .016 I 35: %=3205._6.016 I Y=685416.026 35 I !' H R O f I 60UT I NORTH R'O.W 30 (TO BE REMOVED)1 __-/-_ ... _. t iI _._ -� II it ' It -BE REMOv • n ' - --s --- - II ' 1 1 I Ig IV y- =alenr II 7 _ 29. _ 1 _ _---_ � o•••9f 4 .r 25 _--- a , G 1 _ I ,e PR 0 SAN. SEW. ©0 2 � 6 oM p0: -_:---- -- - C PROP. 4" WATER LINES.I I Ili _ - (TO BE RE!AVED I. t I;ROP. 6 e o' W'A1 . 1 a \ " O PROP. 8 & 6 o 1 �/ PP,OP. 2 6' WATER LINES 1 OP 8: /ATER LIME ) _I �:o I E=24.62 I 'WATER t1NE5 I _23.28_,"- 20 , Th^ eetl <PPmrin9 Ul: aoam.nt PROP 8' SA^l. S O 0.•.Oi.- - 1 'I ! I I _.--ny�rnor•. � a.uc P.E. 20 ,�_i -- --- _ - 31611. m -r 1 199_ G T . I ._ I ! I =21 17 E 21.01=20.79 1 1'- (TO BE; REMOVED) i 20.55 ,15 15 _----- ----'---- -- ------ STATE DEPARTMENT OF HIGHWAYS -- -- AND PUBLIC TRANSPORTATION ti. SPENCER HIGHWAY - �✓ UTILITY PLAN &PROFILE scA:_e: =so' HORIz. i =s Rv STA. 142+00 TO 154+00 .____. __..._ :EDR PROJECT NO. SHEET D - T .-__..._._ ___._-._-._.. _. _ .._ FEDERAL AID _ _.._.. _... ..." p 6 CRP 91 (26) hl%. elc. s 1�.'sAv.,m 29• O SATE n' COUNTf vVJy TEXAS 12r HAfiR15 _ _. --- _-, - CONT. scCT. JOD 1111C AV -., -.., ------__,_._;-_-._.. ___ 144 145+00--- 146 147 748 149 150+00 151 152 153 5020 12 009 AIH ... Tn,.2 143 etc. Q f— !n W Z J I Ii 1-6%6' TEE 51 2-6' GV &' 14IRE HYDRANT (4' BU — t-STA-154+15r 45 5 j L ABANDON & REMOVE EX l 'R-1 T4LI ' m +P:SSY AREA G. NG, PA _:� — v,'ATt.RTGF Col I> � \ -;: I 'T PROP. 1-6'x45' BEND CUT, PLUG & ABANDON j EXIST. WATERLINE _ STA 162+30, 70' LT. " 1' PROP. 1-8'x8' CROSS I "`•"-.�_ 2-8'x6' RED:`'r--f _ rn 1-8' GV & B I vPA `w 1-6" GV & 8 1-6'x45' BEND I q STA. 162+13, y48' LTI'sPH,LT PA II n GRASSY AREA W f -PROP+-6'h WATER---�-o (TO BE RE�AOV<D t'J. CORE IdORE -,36"— TO dt KtMVYtU) `-�Y:5i ?11C0() "—Tp�K,-E BoRE•— i 11'ATER QR �J N i 62HO PROP. 6' 160+00 0 3 CE SPENCER HIG WAY WATER --1 — ---I _ Na7'OS'23'E 25 155+00 16E+39..29-SPEN -�----- PROPo 120 SANITARY SEWER-j4. I �tESTS(6E, \T HaTO TO.�--—REM�VEO�Tg..EE�E!.SO>. 0 I r STA. 154+40, 220 RT. G �k _ PROP. B' WATER i-'eC 1V E �tl 0. l� ch'1 iU wIt JI �. ran` v AaEa la RECCE F a PROP: SAN. MANHOLE GR^56Y R-A _� u: �' I POP. wALT '" C:�I ^'. 1-8 x8' CROSS 1RRniG W I ABANDON EXIST. M.N. 1 PROP. STA. 158+50, 22' RT. ✓1 ^� C J ^� i-8'x6* TEE PROP. SAN. MANHOLE "! I-- = CE=STAri62+'13, 48' RT. 11 - 1-8' GV & B °_r: 1PARK!NG 1-6' GV & B _ PROP. cice_B 1-FIRE HYDRANT (4' BURY) i-8'x6' TEE I1 0A�1 I t• I I Ga4MUA's, ,^ STA. 157+40, 48' RT. tit O �"} ABANDON & REMOVE EXIST. F.H. ;;E4KNo"cE 1_6i GV & 8 I I8" WATER NOTE 1-FlRE HYDRANT BURY) .✓' fL STA 162+13, 65'5" RT. 1, ENTER GAS SHALL BE RELOCATED BY OTHERS. ABANDON & REMOVE EXIST, F.H. 2 HL & P AERIAL SYSTEM i0 BE RELOCATED BY OTHERS. SPENCER HIGHWAY I I i I 154 155+00 i 156 157 J STA 162+54,_22.0' LT, PROP._SAN. MANHOLE ' BUILT OVER EXIST, 18" SAN: SEW. I/'^_ ``• EXIST. 18' E 21.81 Fie! I' y PROR. 18"E2L81 V �l PROP, 18O D.i_ SANITARY SEWER I `TTHRq STM. SEW, BOX 1 E7 SN°/ UA fn c It `j TYP.) v \�Ot ftNEA] PJ�vER � yr )SrE STA. 162+57, 43' RTs o a. EXIST. SAN. MANHOLE NU ,PROP. 18' E 21.62 h> mR,L a PRCP. 1-8'x45' BEND � CUT, PLUG & ABANDON � EXIST. WATERLINE 6 STA 162+300 85' RT. : 158 159 160+00 161 162 163 I R.O.\Y. � 1. SEE SHEET l Of 3'--FOR AD01710NAL NOTES AND LEGEND. B.M. N0. 3 ELEY. 37.46 (1978 ADJ.) P.K. NAIL ON THE SOUTH SIDE OF SPENCER HIGHvIAY APPRO%IIAATELY 35' EAST OF THE INTERSECTION OF W£STSIDE ORIYE AT SPENCER HIGHWAY, POINT N0. SV-17 X=3206278.490 Y=685467.427 9O'n'fFCI9TEPE��i The aed eppeeMg`m IAIs decumml e auUwixd byCbedee W. Beere, P.E }1611, m • 1911: 57.47E DEPARTMENT OF HIGHW AND PUBLIC TRANSPORTAl1C r -fILT _ --- ___ _ ;��X�`a SPEN U71LHTYIGHWAY PLAN & PROFILE STA. 154+00 TO STA, 1 E p� 8AY1 v 9)aTHp �90CIAikS. L'C. 155-F00 N0. J g STA 170+54, 28 L1:^ - ` 1 yyo - 5'-• ( EXIST, SAIL MANHOLE- v \ � � I \� 1. SEE SHEEP OF 32fOR MATCH EXIST. I( 2265 ! , \ \ v ADDITIONAL NOTES AND LEGEND, _ I •1 j AeAec r \ \ \ \ �o ( PROP. 15 OF 24' SPLIT rr6 ,. Y TPA h — \ ' °\ .+ G \ '\ \ \ : 5Th CASING CENTERED 0 I j ,s P�2OP. : j PR( i E \' A I a `. \ \ \ '- \ PROP. 9'x6' BOX CULVERT GI TI aALE kE ITA 1-6"x6" TEE 1 j \ R L \ \�\\ - SEE OLIAJLS,. SHEET at7(, 1-6' GV k 6 ` \\�� \ l� I � I I PROP 2 41ATER tJt \ 1 PROPr6�WATER LINE i I 1 1-2' GV k B _ 1-6' PLUG WTAP O �---• _`:I A_cHu- raRK 1 1 ;.SPha_^ cAfih r \ `— STA 172+35, 48' LT. \: 54. AAh�', . ca �> o 0PIE p_- _____ c c ! f H k 1 c I 1 PP.OP, IS" D I SANI'�ARY. $EWERL � 2 +� —r- I ecoaEaQRd , _ I,"�T ...�. (TO -°E i2ElA0VE0 i - =ucP (GjPROP. 6' WATER LINE WAS . e°ce"�ti� `'j . � ns o P OPOSED RIDG . �N i 7 — C I-- H+-�— V 1 0+909a = 6 65ENTEX GAS TO BE RELOCATE BY OTNEP3 � 1 � - • RIP S SR9i COADU j , PROP. 6' SAN. SEW. 90'00 QC � 5+00 S LAF FEkTY Lt CP\ I e AS ® (TO BE R LOVED) (TORE REL eo E D? z W v I - - ' 5:5. _ _ I- TO BE I AOVED� --= �cP9_ eo ~ - _ sT!. U GN I sPhi k IL L .Th.) !� � � m. N 1I I •\ "� FMS / 5 ) I 1 8 !1 NO '4 II rwl PROP. B WATER LINE I"� I. (E STA 171+40, 43' RT. r PROP 8 YIATER LINE a, ''( CCNCS_ c •^N'R=T siL. Er T ( GA ( $ 176+43 48' RT. Q wv P! n '1 PROP 6�LUG Ij I- I • \ STA-170+00,-43 RT, t PROP. \ .,PROP �8" x 45 BEND PROP. 6' PLUG T I z I Q STA. 170+70, 43 RT. I 2-8' GV k 6 T 1 =,/ STA�r17�+08 \48 RT.\\ A NIA CA. ' � I CRAN v/1� I < - PROP. SAN. MANHOLE 1--,1. STA.A 174+80, '48 RT.' � ROP 2 , ARCO AIR RELEASE VALVE`HI cLE _ ( PVC ,(3) 9LL.a . 1 n1Q _-, ,M .Ir_ I PROP. 15' R 23.05 4 : T. I AeanorlEP vaVIE / Ik I Irr STA 176+\, ((� R STA\175+05- 48 RT \ \� . car, LGr J; o >I PROP._ PROP. II PROPS JU) C. BOX P $ 45 BEND J C TALK GAP $ I i-8"X6 TEE _� / I Lip-8"x6" STA 175+27.7, 82.6RT. \\�\\\ 1=FlRE'HYORANT (4' BURY) 1-6 GV k B f }\ \ I "--�!) I V rt STA 170+65, 48' RT, Q.STA 172+35, 48' Ri— H9ILL SEE BRIDG DETAILSHEET5 as RU ?98 L— ---= � r `t *8' + ABANDON k REMOVE EXIST. F.H. II FOR-PROP. HAN RS : k ,ATTACHMENT F 8 • � SHEET TOTALS V n SPENCER HIGHWAY WATERLINE-TO-BR GE:\ \ Y\\ \\ EST. FlNAL UNIT DESCRIPTION I I ' i I I 1 I I II t i I I I i I 1 I I i I 1 I I 1 I I I I I I I I 1 i I I 1 I I I 1 1 I I 1 1 I I I 1 1 I I I I i I I I ! I I I I 1 1 I I I II —I I y I B.M. NO. 4 ELEV. 31.98 (1978 ADJ.) z z- r' 3/4" LR. ON THE SOUTH SIDE OF SPENCER HIGHWAY 1 j _ Go ^ w ^ w I .- ..- m IN FRONT OF ALTA NSTA BAPTIST CHURCH, APPROX. 400 WEST OF THE INTERSECTION OF LAFFERTY STREET AT SPENCER HIGHWAY. 35 POINT NO. SV-18 __ -�--- X=3207328.490 I - �-- � `° 'I `° �� Y=685522.612 35 ! I I c _ Isr. Rcaa.%AY I I (I I NORTH RO.W. LGr SOUTH ROW. y—I w Ir I I _ 30 30 IT -" i I ROP 8 k 6 WAIER-I:IhE5—r `—� � i Q . --.—�-- j r'__•a _— • ! I — _— — I I I - J IR . I 25 ! y61 ' . . � --� 25 - - — _ (TO 8 REMOVED t • - I — p T.—.. . t t PROP 6 024,50_ — ,. - - . i._ IO 9 : L._--l=1-�a I 'F,;:`.9�s1EE �:�•` --._ -- PROP, 6_C 24 50 �'----- — I - I I _ I I s _ _T I . , '1 _` 1 I PROP 2 sPLI STL C �G —� ! 20 The a<d ePVee ing Im a ent A - srl - I -- PROP. 15 O U SAN. SEW 0 0.53% ! - -__ _ _ _,8 _- -_ _ ._ 20 -- _ _• . --- - — -- — - -- — "--- -- SEEEOETA LtC5 SHEET 244 ` I r n ouUwl:ed r Cn w. eeae. "v \ 31611. an . 19.ri_r! — — PROP. 6" SAN. PROP. 15 R (NW) 23.05 I SEW. ® 0.70% 2—PROP 6" R (E&W) : 24.C2 I 15 1 -- -_ _ . __._ — — _ — —_.—_ — _-- _— - - - - -• ... ..... ....•_ • _ _____ - STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRtNSPORTATIO E'v SPENCER HIGHWAY UTILITY _...:. sCAL=: r=s0' HORIz. r=s' vERr. STA. + 0 8TO RO A. 1 A o r 00 PLAN 166 0 E: 1N O 6 CRP 91 (26) M%, CtC. 3L4 nk ASOCIATIGS• A'c. STA( TA COUNT TEXAS G12 c HARRIS _I —.—_:_.... ._... .. .. _---- - --- - --- --- _._- ._ _I...__ . _ ._-:- __.____ .—_ ____... COWL SECT. ,IGR HIGHWAYNO- --- - 6 167 168 169 170+00 171 172 173 174 175+00 176 177 8020 12 009 MR elG. O cA EC vi r l� �, 1. W Z J S h Q LY "PROP. 1-24'x90' 8Q7D ''� F,� 5T4`177+66, 45' LT. CJF, PLUG &'ABANDON i' I EXIST. WATERLINE , I 1 J I I '� PROP. ' 1-6'x45'. BEND' 2 STAh7T1+B0, 60 'L'T. 8 C STA 777+47.50, 27.5' LT., EXIST. SAN. MANHOLE MATCH EXIST. FL 23.94 PROP. ---1-6'x6' TEE 1 1-6' GY k B —'1-'o'z45' BEND �--- , - __--___ CJT, PLUG k ABANDON �- "�'- - EXIST. WATERLINE _.. ' � STA 178+OS_48' LT. a. - - (-- ' J -_ - 24' �NR�PG�,�D�Qcn� _ - I. _,,,. ,;T,.P ;F � (TO Bfi�REMOWC) - �- '�i.v'-"� � �--� r PROP. 8 WATER LINE f�� -j 1 � STA 177+50 22 RT � _ :i. 'I r �,�� l�� ROP. SAN. MANHOLE bi _ , a,FH KI : I BUILT OVER IXIST. 15" SAN. _I � �I � v ABANDON ;EXIST. M.H. I � �,' �-,I ; , AT �. STA: 177+52 �� DP -'..L7 PnfiK:1G ! =, i i I �I ji ? LL t 6�OV"k-B�II -� �� 8"x6' TEE III � `� �J fi'GVkO rr STA 186+75, 22' RT. PROP. SAN. MANHOLE I - EI:rL. n:Er.T atu;. � �� ABANDON EXIST. MANHOLE -szAS > ., _..- -- , , . -.__ .. ._ -- � �, x:xl : L ' PROP. 21 LF. 6''D.i. '=. __ ____ � ;1-24" 90 BEND SAN. SEY7. ®0.10 % id' �� 'rL STA. 186+43, 45' LT. SEE INTERSECTION li —� I DETAIL SHT � . I - FAFx •r - �u � IK FL CK � CO':C FfiKC � Q F � ,, tL it ail + I _ -� ^ ,r UCTC'! E O 1 r RG' S �'�_ -1 _:v_T OJ 1 �u _ � r FF=_ t-•. .c-�'�=.."r .'t'I u. �T Illl w sE"'CP �T. i.- RFnD � 5 F` LINE _, o �._ „?.iEP. �_' ^1� FlRE HYDRANT 4' BURY) �- i �`. F—1 `J )I 5TA.-•778+05; 48' RT. 1 '� - HOUSTON PIPELINE=30' NA - TOP OF PIPE EL 22.35 (RT. _ - TCP OF PIPE EL. 22.77 LT. GJA3 fi �.I r p5 I I C I - PROP 15 SANITARY SEWER r i-�i ;1,H I r.'.' r 1 a.L �I PRK, a I r j � r--', ., �I r.,.aPROP. III r 18t+75, 22'. RT. I`IT �1 jL_7,8'x8' TEE � ( J "- SAN: MANHOLE _ ,7 Il 1-8'x6' TEE �I I �_ I k 1-6' GY k 6 I I I'AI i�l 1-FlRE HYDRANT (§' BURY] .I rL STA. 186+35, 48' RT_ ,1 ;: r� ��---`s j I } 1URAL GAS W/ 36' CASING QSIA. 780+01.5 pP,OP. 7-8'x90' BEND SPENCER HIGHWAY __ � STA. 180+35, 65' RT. R.O.W. 6' E'ITex i _ '1 � �- - 14--�rcA- Q __ __ R I�-.-.i f - "-- _�r c5. Iq � SFE:rER H;�ti':IF.Y raH # a2zE '.14 �� F. _ _ W c0 AL % (70 B� REF10Y1:OJHu Z t-F - -=�;,I.�<<.�--- -� (T0-BE �REIdOYED): J h2 U PROP. 8' STA. 18fi+75 .43_RY.I ;� Q �ROP. SANS MANHOLE )�'( WATERLINE � CUT, PLUG &.ABANDON .: EXIST. WATERLINE b" FlRE LINE 2 STA 786+63, 65' RT. j PROP. 1-24" GV k 8 1 I 2-24' 45' BENDS . CUT, PLUG &'ABANDON EXIST. WATERlJNE rE STA. 786+48, 71' RT. _ _... _ ._.-.- I _ _- _�, . , .. _'-"_'_ i_.-_ -.-. ---.-.----"��- - _ r w� IPR 05 9-BC-RFJ.f6`r I ( � - ...--------. _ . - ...- -- - -. _A, -_ PROP. 15 SAN. SEW. G 0707 SAN OP 70' SE >. PROP. 15' SAtJ. SEW ®0.107. _ - .�F `--, EXIST. 15' (N)) fL 24.03 � PR P 5'I (Ek E244 I - _ _ T2497 ' -� J PROP. 15" (E) E 24.03 ', PROP. 24 WATER LINE _ __ _ _ - -- ---- W) _ _ � PROPI I6 � i[ 20 1` ) _._U. _.. �..____ _ ;_._. __.. _. ;._- _ . ', .-- � PROPAIH ®-?µ) �2495 �j PROP. 10 E 24.97 I 20 � .,. .. �:._.". _. -.._. _._ - __.:_. I� ((( 1' EXIST. FL I . F i � .-- - � PROP. 16' S E 24 95 15' (S 25.21 ; _...__ _. ..__ . I 15.. 15 .__ ..__-_. _,_! _. � _� __ _...-_. _. _ _ _ - �� SCALE: I"=50' HORI2. t'=5� V<RT. i„- _ .... ... _ _... _ ... . _, .. . � xnn.e suml a AssacuTn. ne . ,... _. L.. :.._.. ....1_. _..;- 184 185+00 786 18i 188 -- - �' ._..1 _.... _i_ :._. _..179. —.... _ ... .. - � 181 182 783 _�� 177 778 � 180+00 NOTE$_ 1. SEE SHEET � OF 3�-fOR ADDITIONAL NOTES AND LEGEND. B.IA. N0. 5 ELEV 3304 (197B ADJ.) 3/4' I.R. CN THE SCUTH SIDE OF SPENCER HIGHWAY APPROXI6IATELY 350� NEST OF THE INTERSECTION OF FEDERAL STREET AT SPENCER HIGH4IAY. POINT N0. SV-79 X=3206332.258 Y=685578.497 vv I °T FJ�p �i as auk aPPearmg on Ihia daument Ihw'zed_Eyr . 19QF�e, P.E 31611, an STATE DEPARTME:'T CF HIGHIVAYS AND PUBLIC TRANSPORTATION '� 1 SPEN U¶LH�IGIHWAY ��, PLAN &PROFILE STA. 177+00 TO STA. 189• FE9.RQ. iEOERAL AID STATE PROP. n = 1-6"x6' TEE o _ 1-6'x9,O', BEND �, 1-6" GV & 8 I _ ,t - --- - 0 STA 199+59, 62' Ll 1-FIRE HYDRANT ABANDON & REMOVE E)qST4 FIN, -- 6'x90• BEND --- _ - 1 — IMMMIIII .. I. * ._. EAST. LINE ADDITIONAL NOTES AND LEGEND. 1� CUT, PLUG & ABANDON •E:c 'STA 19 0 5 ' & > T. WATER - I.. }�� 62 LT 1. SEE SHEET I OF 32FOR 4 STA'190+25-50 LT -- ! .EXIST. MANHOLE B E%IS I t - - PROP. o PROP. :'s11E PROP. SANI7AR�' .� ! L - F 1-6" GV 75EWER LIVE .TO EXIST c- L W a �F' +-< t Prit I P "�L 29.32f -FH. FAhK ''-' c w d 1 t I . • �. STA. 799+00, S8 LT • ¢STA 199+70, 48' LT p p SFH tnNrt ASFH PKG ..—_I _ A w� l __ cry. p i �d If LIS `FtAc PctE L_ r. F r. `'tIvl ' I::_ I tor-' n F•t �� ` ..VlATEi2 I o N y._ _/E'RD'+ 1 G .—C) — _ 6 F_.., �Tu _ .<^a FI'.:_ PROP, NE If I If - ®coaE eoRE 4 --If of ,. r" - Tp'- ' BE-REAIOYED ,...�. _ 00 pp ac�_4 1 193 78.�64 SPENCGR(: BEREMOVED))---(TO- ) 1 -(7 cRrvE PROP 6' , ;, c0'00'00" +00 S All_ RY. 1ss+DD 6" ErITEX GAS (TO BE RELOCATED BY OTHERS) _T-IIIr 90 0 " I zoo+oo (q t90 00 11111 _ $AN SEW. N8705'O6'E� --1-- 6' RCP �7.5. 2aot 75 i93+6i a $FENCER- 90'00'00" I _T— rit U _ o f Ld Lit TO-BE_REUOVED—S+OOSTP.q'!lBERRY -- -- mcORE BORE f15� _ - L_.. _ ... ___— _ (TO BE REMOVED)`3. -yip er It It.�_ - (TO:BE-REA+OVED) —_It B At. N0. 6 i'.` -1' .I..`- 1 / , TO BE REAIOVED _ R .1 (TO _ RE DYED. J = 4 ``•II 'iLi II- TEx_nr(_ - - _ T i� l .. , cHl1. I I• �'. or,03 1I 1; I oHr.>: U '_ .lor I t I A,• r�'. �"'II. , 8 _ ., 1 I II A P JILT FARK I:O Q i.- �L ' i. ti :PI _ L� I� R. W I, ,,d.: n .+. I 3. i n 11 -- .� ILL ( - ,�i'" eJ PROP. 8" WATER LINE _ 1 (� `L r. i Iu y/ k' I+ —I- ��' cc::-aETE FAR•n<. I'I If1 I._ STA..194+85, 43' RT r I I t r:w< I cL I \ t�'FI°; _ III, If 1 EXisT- , PROP. SAN. MANHOLE.---1-J. I—� I 2 FRCP. 10' SANITARY SEVER d aIRE I ° '� 6'W L �� _ _'ABANDON EXIST, M.H.- I i4 �(� L Cr LMY a_� NNe I t If I H0, EOPIARn II r I Ll SEE DETAIL SHEET d8t �✓ '1-r„ h ' I 1, e - - - - PROP.- ~ ,R;::e II ii, `� I _ I Ito � 1R8 z6" TEE STA. 190+25;_.3' RT. 1 n r.•F^L: - I I L� f"' 1-8"x6" TEE -N°T I I,I PROP. ��I � S} - j t �`'- 1 8" Gt 8� PROP. SAN.. MANHOLE I' , I 1++ - '.i 1 ABANDON EXIST. M.N. I 1-8" GV & B c 4 1-SANITARY-SEISER-MANHOLE—+ r-I >ji I o i �.EXXON-PIPEtJNE•.®� STA'184+75-s-�w-^� 1-6" GV & 8 PE STA 193+15, 43' RT. TOP OF PIPE EL 29.55 (RL) STA. 199+70, 48' RT. t-FIRE HYDRANT (4' BURY) ABANDON EXIST, M.H. TOP OF PIPE EL 29,31 (LT.) SHEET roTAts STA.193+00, 46' RT, SPENCER HIGHWAY EST. FINAL UNIT OESCRIP ON 1 i t I I i t I t I I I 1 I I I 1 I 1 1 1 I I I ( I I 8.M, NO. 6 ELEV. 34,95 (1978 ADJJ 3/4 I,R ON DIEOF PENCER APPRO%ILIATELY 50'0WEST SOFETHE SNTERSECTON OFY 1 I 1 STRAWBERRY ROAD AT SPENCER HIGHWAY. POINT S I I I I SOUTH ft.O.W. x5i., RO=O.'AY-� 35 Y=685622622793933 1 I I I I I I 35 I j11 _LJ ,� �I I ( f �`�--�.� �I - L------�-' I ... �I PROP. 8" & 6" WATER LINES L�� 1 r r_r r 1 _% S^ 1 _ _-- — I 30---I- - -:---. - �. _ _ _ !..=.�-TO�BE RE410D�.: -1 ` �:r r i - I OS% RELio'F 1��'61F.iC8 EXIST. 6' �25.92 -- r r -. h (TO_,BE REMOVED)- i j I 25 A� +. i' PROP 10 $AN SEW ® 0 5It __- _ PROP10 wSAN SEW B00 _ ) .,. P -- - I _.It I y 11 i— I I p. 1 /J (TORE REMOVED) 6 PROP, 10' L (E&VI) 25.13 TO BE REldOVED) (PROP 10 L �`I ' I PROP 10" L (W) 25,38 I �;( 20 P`r � orsA c H;j+`' ' PROP. 6" IL(N) 27,00. '(E& 20 ._ ._ _ ) .8 _- __I„ --- — . _ _ ______--.-34611wthorized by9,Ch rl6a W 6 rt IPE W 25,2 PROP 6 IC (SE) 25.77 m L -- - - - - ---- - - - - - --- =1 B�. i .. 75 ----'-- '-.'--"- '------ i � '. STATE. DEPARTMENT OF HIGHWAYS JIp- :...... .__. .. _ . . w. _ ... :. _.. _. -.-... ..___ _.... .. -... ._. ._. -.. _. ... _. .--._ _._...._. AN D PUBLIC TRANSPORTATION SPENCER HIGHWAY UTILITY PLAN &PROFILE c SCALE:STA. 189+00 TO STA. 201+00 R .DERAL A0 PROJECT t6G feoRJIetti CRP 91 (26) 1.1%, etc etti 5TA1E coulm TEXAS 512 HARRIS '. ___..,...—. CONT.. SECT. JOB NIGHWA) 18. 9 190+00 191 192 193 194 195+00 196 197 198 199 200+00 eozo 1 12 1 009 1 hIH _-___ etc. ,..,c. Zc:re a W� / �� ,; CIS �= _ �� 4�; o �� I L."" � �,I n � � �� I I,n urr � I O_ AEPH L �slcu 111! i n;`" PROP. 6" WATER UNE _ o! a ° � _ Q .gc0a�eaRER6 _ '(TO-BE=REMOVEO)=(TORE REMOVED) vE�--"90'00'00 - _-- J-- �fi" 6TL. ENi_< � C(�" �.� GAS TO BE RELOCAtED BY OTNERSx-� zo� � 179'5630" _ �� H- 05+02.46 SPENCER PI STA 205 32.48 3 �� _ 9' O�U_ L E6�ER—RY_.— z A'FH _� - ,/_1PRO0. B WATE�CORE BOftE 'IJp _Sl J �-^(�E_E—, i-3" P ElTE( GAS F - ]T`.`. _ —c _ _ _ _. _ ' _ - _. _.. _ B A� N0-7 y_—V� � �I'��`- F TE I I N -�Y. � "� L� z A6PH Iy I ! ExiST. L' R=LHAL*. FR5k111G Ir Q � H I I A6PHA.T PARk'NG n 1 1( FIRE LINE r �I �� J PROP. � L_W-."— �� SHGPFI;:C CE!:iR t-8'x6' TEE �I�� -I PR8'x6" TEE I. c ` 1-6' GV k 8 I � I 1-8' GV & B \ i-FlRE HYDRANT (4' BURY) li �cwli 1-6" GV k B I rE STA 205+40, i8' RT. '� it lt� � t-FlRE HYDRANT (4' BURY) � t, ADANDON & REMOYE EXIST. F. . I � rti STA. 20+15, 48� Ri. ABANDON k RE)A0� EXIST. F.H. SPENCER HIGHWAY I I� NOftiH R.O.W. i I j :rr� - . I I _ ! 'w � `_ o L'I r'I!PF•_�[J ARi.A it I c,YEPr1{!' FR4K'!IG iJ ♦° ( EIGII _ - / Pvn �� - u— N t — — ... kr L ��—__Oc4RE=808E-dJ9____ Q ------- ev6, 9�ro �j I— N87'01'38'E tF3 =o to 0o U% —} 835.42 + � �,-� --I- (-24' RC'= iT.L. Lil AS (TO BE RELOCATED_BY OTHERS) �r TER �- _ � -(TO BE REMOVED) z r— PH � _ Z kaiE !HLLi G lE .LET I � � iJ ��•"._� �I CSIN `C�_� � c� E%5T G"FIRE /AI y � w mI Q N LINE �; � r '_' ASPH{Li PRSk'NG �� ` = Ir A6PHA_li PAFKING IC I � y t. }}YYI _ I I w '-a'tl� �IJ..J C=5 I' {�FH{LT CASk!ll, EHGFr''!i:G GE!IiEk `r I � iST. IN.EF�iAiL ,i 1 I � I � I �� \� I I (TO BE:REMOVED) � I PROP B k 6"'WATER ONES ` I L I _ _ I 20 _ I— - ''— —�_- _ I_—j—____'_-- i .--.. i i __ 1 �. I , •, '. , I I I _.__ __._—_ __ _. _—_._ T5__- ._—__-.—.._ __ - __-_-- —_ _- �. I i ��',. J201___ �� 202 203 ._-,.-_. 204_______.- 205+00 ___I-_-_-. 206 ._ .. �. _....--207..__. .. �� _. .208 '.-.___ 209 � 270 .__._..__—_.._..___. NOTES: 7. SEE SHEET I OF 3�-FOR ADDITIONAL NOTES AND LEGEND. B.M. N0. 7 ELEV. 34.38 (1978 ADJ.) 3/4" I.R. ON 1HE BOU1H SLOE OF SPENCER HIGHWAY APPRO%IMATELY 200' WEST OF 1HE IN7ER6EC710N Of BLUEBERRY STREET AT SPENCER HICHVIAY. POINT N0. SV-21 X=3210364,373 35 Y=685674.410 30 , I I ' � 9FCi3%fM��p I � I 20 i The rzd eppeoMgAon Ih0 dommmt i .ee �m«e<a nyy��eneH<: w ocua P.E. Si611, m—�F-4—. 191.' 15 STATE DEPARTMENT OF HIGHWAYS \� et`.. AND PUBLIC TRANSPORTATION _.....:._ _ SPENCER HIGHWAY - -- `u'�� UTILITY PLAN &PROFILE �, STA. 201+00 TO STA. 212+50 SCALE: f"=5o' HOR12. i"=6' VRT. o� SHEET 7 OI - O�LL2 fEOERAL AIO PROJECT t10. ^ e � 6 CRP 91 (26) MX. elc. �G!D' xnYNE 5 ink ASsotutF9. Lvc. STALE COulltt TEXAS 512 HARRIS COHT. SECT. JOB HIGHWAY 212 2'12+50 E020 12 009 MH _ tt. PROP. 1-72'x 12' TEE t-8'x'o' TEE 2-12"x8' RED. -� i-12' GV & B _ _ _ o 0 t-8' GV k B a �', i� L , i-FlRE HYDRANT (4 BURY) 'I _ „ o I I ' I I � � STA. 213+iL 48 RT _ - c °� F 4I PROP. - - w ! ` 2-'12'x45' BENDS a� � '� i% 4. STA. 273+it, 60 RT � 1 �• PROP._ i %� '1 A !1 . r j � �� R STA 213+i6, 65 RT. �, - i/ ,; w +z I � CUT, PLUG & ABANDON � � AF,��.� I' �` - Y i — ... _ i-. v W _ i �i� -. a� z � I:�EXIST.. Y)ATERIJNE ,. I ,,, �,I � _ PROP. 2-8'x8' TEE 2-8"x6' RED. 1-8' GV 8 B _ _ _ 2-6' GV k B :- ��- 2-B"x45' BEND. WE7 C0IJNECTION %' CUT, PLUG &ABANDON " EXIST. WATERLINE j E STA 221+70.8 221+91 48 Ll'. �� -- �— - WATER LINE - A�FH�L' FASV, iI TFF� OPFE I.. ..._ l�s --- -" la 6805 SP..NCtn= s 3 - 3 EIJTEX GAS � N 8659'28 E "" s zza+u t79' 'S0 a+00 BURdE is+OG E-RE[OCAiE6-6Y-61AEFS� ei9 a7 - r PI STA 213 67.90 � g94126 PROP• 24 D�SNJI7ARY SERfR _� __pROP 8- WATER UNE `_t ft�,� — (SEE-IPITERSECDON DETAI� T J.)—_co,1c eagE 9Ls __ F;,,E- j 'AL z �. „yr-_ G ,J� E � C . � 1 _ � t J n — I, s —, '' I I l L � _ r `�" s I' III I _ t �� PROP�32 SANITARY'SEWER --; � � - y Will STA 27 9 15 RT 2 I � y � LL '� :OP. SAN. ANHOLE I� � I' i '� i u �, � .,� 2� u r z � „� y ' i i v x TILT OVER ST. 24 �I� a N r _ � � _ � '" "' � �, •., "' ", °, 4TCH EXI ,2' II r'" ' �I �" 5 As �a!• PT4Rti,. -23:30--- I�� ¢j' • � � STA. 214+19, 52 RT.;iI � •� SHELL PIPEU4E-10' CRUDE CL STA. 213+65(5);�214+51(N) 1'CP OF PIPE EL 27.80 (SOU IIhz I � lo� c;I � wl'I. PROP. SAN. IAANHOLE I�: r; _,�y,;r.,��PHIWPS PIPELINE-18' PRODUCTS Q STA. 213+5h TOP CF PIPE EL 24J3 I � I I'L I x� � i PROP. 24' L, (N) 23.35 I j�� PHIWPS PIPWNE-8' PRCP'ANE � STA 2i3 64070P ICF PI 2EL 25.18 '' m 11;; � I, PROP' 12" [ (E) 24.27 PHIWPS PIPELINE-6' GAS C STA 213+71 TOP OF PIPE EL 25.04 �•ilci � �!�� II �� INI` I I PHIWPS PIPELINE-12' PRCd'JCTS rL STA 213+73 TOP Or' F�PIP�E FE�L_ 24.75 °' ' � PHIWPS PIPWNE-10' EMYIENE � S'�y�2��$j85R OPU IOt�NWlAY 25.57 R.O.W. j l t Ex> �I !(TO BE REHOV'ED) � - _.. �pROP 8 & 6 WATER LINES � I i 25 ' 1 '' js" -'� T I ��.PROP 12 ��AN. SEW � O tD7.= I__ - _- --' _-- - - i ! I j a L' `-IdATCH EXIST. fL 24.30 I �, 'PROP. 12' AIL 24.27 __ I i _.-' - ..---- 20 II _ �' -.--_—;PROP. 24':K (N) 23.35 -_-I - - __�_ .. �. -- I I j 1 , I ' ' -- , 75 I -,___ .._ ---- :r1-___ I ---'-- ---'--- _.. _---- - 218 --_- �_ 212+50 213 214 215+00 210 217 r. --- Pi o 13 A.< 1�" 1`:A ;FR —�� i _ _—. / PROP:-IC%� 1-72"x8' TEE 2-8' GV d B 1-12"x8" RED. CE STA 221+70, A8' RT. 28.45 (NORTH) --r^-. -- � 1. i ; - Imo( J I �T$PhA',T Pair„ ( (. PROP. 6' WATER UNE P _c cn� L. m 1 ..._ 1 \ ,, pra ST x � I � 1, �-PROP. 12,'' WATER UN , a"i ' A I � I ; :FHALi PA nJG(�i� �a . S. I i II 7 PROP. C ^I 1-12"xfi' 7EE I 9 o�"'Pa I� � 1-6' GVGV & B rs-nr5 � i}I','w � i-FlRE HYDRANT (4 BURY) o �oFN�3.,� � � � STA 222+75, 48' RT. z ioL��tiy. j j ABANDON k REAtOYE ,Fs'IST. WV.. I I �,. I 1. SEE SHEEF �... OF 32-FOR ADDITIONAL NOTES AND LEGEND. O u7 -{� d• N N W Z ' J 2 FU- Q 8.61. N0. 8 EIEV. 38.28 (1978 AOJ.) 3/4' I.R. ON 7HE SOUTH SIDE OF SPENCER HIGHWAY AT 7HE INTERSECTION OF BORNE ROAD AT SPENCER HIGHWAY. POINT N0. SV-22 %=3271416.579 Y=665724,235 ' _� IT.� ': 25� I.` U _ w „�_ , i III F'DcG"�'..,_.___: Alhla 2D �'. Th< peal cppearing an Cowmen! --- wNorized by [hodm W Be<re, P.E 1 19611, on —L1� 19i� �, ryry.;,.L�@ery ,_. __ may,:, S[[C��ALE: i'=50' HO"r.12. 1'=5' VERT. _— _ (Sa xAtttE Stn•H'r.,tt wsOCiA'I'.5. R1C 219 .. :....-- 220`-.-... _._i...... ..:. ...... _ Wit ��--��--� ��- +00� 221 222 223 224 STATE DEPARTMENT OF HIGHVlA75 AND PUEIUC TRANSPORTA110N SPENCER HIGHWAY UTILITY PLAN &PROFILE STA. 212+50 TO 224+50 FE�.HQ. fEOERAL AID PI STALE TEXAS S: �. - ----- U' - 1. SEE SHEET � OF 31 FCR PROP. .y Rl ADDITIONAL NOTES AND LEGEND, • e , . . `-- 1 &xoo TEE .— 2-& '-CV & B B y rL STA 235+00, 47' LT. - - i II = r1 e - O) O _ Vi+II�PP'J'.'EO AREA — _ ." `.ICS ?'::i aFA — 1; , U .i .h_ -E c'AN o f I ) N. T FIELD PROP. 6' WATER LINE ,I I t =e : � . ;;' __ - � ___0 N CV _. __ -----r_ _ — ^r _ _ PI"E- N — - _91 _ �_ ..�,.:W—. 230+00 laps I / �_ zJI, I1 2L '---T--- coRE ecR= dzze Y ` _ " .' °" "' '. ' "."' • c" c�(,P J — P s 35+98 55 SPENCE Q 'S'ft.ELATE CGAS (T0—B. ELOCATEO BYOTHERS)� - exrsi. 6 r:. Icc I 3 90 8957'02 = f f—' N 87'06 20 E ₹ _ � 6 SPENCER HIGHWAY _ (TO BEIRElAOVED !n 225+00 _ _--r— _ s' F , PROP, @x WATER !� dE 23 3.79 SPENCER 9000 41' W lao3.3z 3' ENTER �AS (TO BE RELOCATED BY OTHERS) I _ _ o: _ (TQ iE REIAOVED)__L 2.E �'P Z 0 . OVEO , 1�8_ 0+9 �- OP, 12' WATER UNE ( \ F ." r-� -•-_ _ 10 s i (._. NI w L.I o 1O' S.S.5TO BE REMOVED) � v"i i ` `� — Y 11 . ' C@ :vETE :Abl . i . . P-7 L o Iz r .= PROP. i . c Q I e n _ , Ln UrROV:c AREA 1-12'x6' TEE I; to a !1 1 I •' �� `vl �� ;� 2-12' GV & B ' W ' I r . j I ;; i I c C CL STA. 235+00, 4T FIT, I a ¢ oI y. 1 v ) I1 T I GF...,.Y " .J. I4 P. W I N ASPHALT PARKING PRO II I I r I v 1-12x6 ltE ,_f 1-12C V & 8 & B � \I li 1-6- GV & B �W= I� — II I rI 1-FIRE HYDRANT (5 BURY) N COASTAL STATES CRUDE-6' LPG CL STA. 235+63 TOP OF PIPE EL 31 .34 (LT,) CL STA 236+42, 48 RT. =0 SHEET TOTALS SPENCER HIGHWAY ABANDON & REMOVE EXIST. F.H. EST. FlNAL UNIT OESCRIP ON , I I 1 I I I I I I I i , 1 I I I 1 I 1 � I 1 I I i I I i I I 1 I I B.M N0. 9 EI£V 35.66 (1976 ADJ.) ' � I III i I I 3/4• I.R. ON THE SOUTH SIOE OF SPENCER HIGHWAY APPROXIMATELY 200' NEST OF THE INTERSECTION OF Sb6TTI-R-0.1r. I , Exs' R0}-rar I I I I WATTERS ROAD AT SPENCER HIGH AY, �_ J I I I I POINT N0. SV-24 _____ RTH ROt! �_ I T _- _ J_ Y=685832.95 2__— _--- 1 -"�— — _ _ — _X01 • _ \-. ` y I^-' S ' c __ DROP. 12 & 6 / - T n _r . . �— (TO BE REMOVED) " 251 ! WATER LINES —_ —._ — — - _— . . _ .. _. _ — _- •r°ur=.--•.r-. 25 .. \ E I I 2O ' Tha zed appeadn9 m this dommmt _ __.___.— — _._-___. _ _ .__ _ _--- , rea wlhnfrM Eye clan" W B=•se PF. -- ._ 1 11611 on —L/-'�. 19L7: 15 — —. .. STE DEPARTMENT OF HIGHWAYS ATO PUBLICTRANSP " # SPENCER HIGHWAY N ,� UTILITY __- _- PLAN & PROFILE STA. 224+ 50 TO STA. 236+ 91 ^ SCALE: 1•=50' HORIZ. 1'=5' VERT. SHEET _ OF 3^L -_... _ . FED R . FEDERAL AID PRO.IECT N0. S . _ :-_ . . __ CRP 91 (26) FIX 2 TAMT 1Tt >¢N CNTF3. IX4 STATE ti COUNTY Tc%AS S12 HARRIS _ _ . -_. ... _ ._ . . _-_ _..I_ _ . _ CONi. SECT. 409 HIGHWAY NO. =------ -�'- - 234 235+ 00 -,_ ----- 233 . . ..236 8020 12 009 c ., 224+50 225+00 226 227 228 229 230+00 231 232 alp j LEGEND % ' TO BE REMOVED �----- EXIST. 9-l.I.CD. - TEN CAU GULF O1 REMOVE ANHO OLD SANITARY I L _T I ^= 10 OR MANHOLES AND DISPOSE MDICAL, COST INCIDENTIAL TO .- TECH. LESS RAD1tJ INC, `,IACAJT CONSTRUCTION OF NEW FADCO SANITARY SEWER.)D NEW NDP , UEEtJI 1 ALPHA STATION - Q REMOVE OLD SANITARY SUpP+ US GYMNASTICS L Wu LINE AND DISPOSE SALES FURNITURE DON'SI (FANS I PP.OP. 6" GROCERY (COST INCIDENTLAL TO I SALES I WAREHOUSE `7• c ^' CLEA;:E S �I � VIATERLINE "lu CARS I = T. S J9T H.F. 0 ? S.AANITARYCTIOP OF SE,Eft) - + II T rr• I `I.4. \ ` . � P + 3 CUT, PLUG AND ABANDON EXIS + {L{7� E:(IS : . ,,rr X?ST. C.O. wQ PUMP lyq // . ,� + ILPI EXIST 6" ENTER Gn SLIN!EP r � / ! \ Gv, ISLAND / i zq�A + (� I d W PLACE OLD WATERLINES f`I._ d I r I ! N (COST INCIDENTIAL TO r _ �� - - _ _�_ CONSTRUCTION OF N�' tV I ! _ _ _ t/ ' / `- ) �\ �� / T_- _ _ - _ Q WATERLINE.) V) 240+00 N 8702 ii• E r 245+00 EXI.`>-. 9-f :.C.10. !n US '-1—'_' _am' 5--X 5T G'PIHE • Z T� ( SIGN -I- -� IME _ + ! T ! L -pc P.=. — cn,≥i^ I?. •VATE2LINE--,."`.""`_.Si -+- S`:-2 U . -^H L.P. Jt M:CZ%WALE-•-- J . ` Vk�.•!t.' C .J..^i.. I- NOTES U 'DO. UI� �.�+-`•�""•`"' l.F I i II P'P' � �H�^ 1 ' Q 1 . GENERAL EFFORT HAS BEEN MADE TO LOCATE Ib [o++C. S'JaLE C `rS EXISTING SERVICE CONNECTIONS. SEE BELOW FOR ESTIMATED QUANTITIES. .-1 / I III 111 V 2. EXIST. SOUTHWESIERN BELL MANHOLES TO BE �'�/7 PROP. 12" WATERLINE ADJUSTED BY OTHERS, fni �� GRUMPY'S / JON HOTEL U 3. TREAT ABANDON AND TRUT NI <I VACANT EQUAL RESPECT. ACTIVE CONTACT ENTEX, LINES W PRIOR TO ANY NI DAMAGE, TO FIELD VERIFY THE STATUS OF ANY CONFLICTING GAS LINE EXPOSED DURING CONSTRUCTION. SPENCER HIGHWAY SHEET TwALS ES. F1 AL UNIT DESCR$VHON I 1 1 1 1 I p I I I I 1 I ! I I 1 I ( I 1 I I I A HOpROtTAf t VERTICAL COPTRO POINT NO SJ-24 STA. ORDIM .21 . 48,2 134 RT. .4 X-COORDINATE: 3273414.480 Y-COORDINATE: 685832.945 II I I I I DESCRIPTION: 3/4" IRON ROD ON THE SOUTH SIDE or PROP. ROFILE SPENCER HIGHWAY, APPROXIMATELY 200' WEST OF THE Centerlind Existing GRADE (TOP OF INTERSECTION OF \VATTERS ROAD Al SPENCER HIGHWAY. CURB) ELEVATION: 35.86 j I R__ 40 (S-eE SHEET 9 OF 32 FOR LOCATION) 40 j + INC m AHCR17mTAL N VERTICAI CChTROL P01 . S_V-25 NORT'r. R.0.1'!. pI j SOUTH R.6,18'. V j j STA. 243469.35, 45.6' RT. ! + j , 35 - X-COORDINATE: 3214363.287 _ I __ 1 1 __ _ _ --- _- _ Y-COORDINATE: 685684:727 �"�• - (' = = - r- \ - DESCRIPTION: 3 4• IRON ROD ON THE 50UTH 510E OF _ 35 -.--- -- --- I I I I SPENCER HIGHWAY IN FRONT OF CILIEY'5. j I e ? I ! I I I ELEVATION: 35.30 30 j I I ! IRO° '121' WATER!INE (SCUT H ! 25 25 I I I I I I ! I I I I j PROP. 6" WATERLINE I(NORTH) ( �I 20 20 I 1 I I I j ! I I I STATE DEPARTMENT OF HIGHWAYS I I I I . j ( I I I AND PUBLIC TRANSPORTATION • L j _ L z � SPENCER HIGHWAY I5 _ - _ • 7i sJ v UTILITY - 1. u , q -?s I PLAN AND PROFILE _! D STA. 236 + 91 TO STA. 247 + 00 . I I __ ! I { am PROJECT NO. 6H'�'• d10 • IPAL ) alt, 2'70+ VCxCOVNY C hRRIS 0 PP;I IBC. M9 HGNNRY 1+0.5 2.40=0G 241 +CG 2�2-0C 2'F3+CD GG 245 C_ 6+00 , ±00 Sheet iD Oi 32 i A'H 236> 00 i . OG 238400 239100 It, lb d u ri ( �❑� 2^� 5" GATE VALVES I LEGEND BAKERY II . L I TO BE REMOVED THRIFT II (01(D REMOVE OLD SANITARY SHDP I� MANHOLES AND DISPOSE L rABILE (COST INCIDENTIAL TO E�tjTC RCHS ` Lop w HOME CONSTRUCTION OF NEW KUNTZ �, I-D u a EXIST, S,V,R.T, M.. EXXON SANITARY SEWER.) �z� YP.^AN CENTER INS KEN (7FFIC• EXIST. S.V.R.T. N.N. O REMOVE OLD SANITARY - CUPPL PROP. 6" ��f VVV F' N / �� t'lAERLINE LINE AND DISPOSE BX1$T: 6'WL. —,!' / i [[[ N (COS INCIDENTIAL TO q 1 a O CONSTRUCTION OF NEWmam: , I II z 1 1^---��7 a O SANITARY SEWER,) OT �^ 41 L.P. U I' I :JK1� N (.I i 'NI I 0 VIM. �i I p.p laJ7;• L.P. Po, r� SP,P, L.P. [Q OO CUT, PLUG AND ABANDON r P.P. P.PI" ... l (-� _ _--___._-__ __ _ _ _. _ - PLACE OLD WATERLINES T-.- _., N (COS INCIDENTIAL TO N _�_ l___J �' JI I i. ( ( EXI_ o ENTER GFSLINE _ ^�_ ,. _;� — _ CONSTRUCTION OF NEW ✓_ � _ eX151. S.Yf.B. 9—IA.C.O. 255+00 ST. 5:+B6* Y;ATERLINE.) It. W EXIST, S.W.B.T, M,H.p `? PROP, 10" SAN, SEEN. I Z J PR 1 SAN, SEY4, / 2 1 2 c .L, _ _ 3 _ •SIGN r \ !fc J , XIST. 12' WATERLINE I U SIGN. `SL' GM. LE CAMPD$ E •� '� EXIST. 6' FIRE LINE u`�• N H- TIRE EXIST, SAN. MN, 6 PARKING ¢ TG 4 'L L.P. £XIST 4' L.P. L.F. •L.P. a. NO c 2 _ ERVIC MSrER FseRw`t 1, GENERAL EFFORT HAS BEEN MADE TO LOCATE o J DU c I, I VACANT PROP, 12" WATERLINE a EXISTING SERVICE CONNECTIONS. SEE BELOW FOR ESTIMATED QUANTITIES. J VACANT vl 2. EXIST. SOUTHWESTERN BELL MANHOLES TO BE ¢ 1" 12" GATE ALOE STA. 250+44.27. 37.83E RT. WORL➢ GYM ADJUSTED BY OTHERS. m' o PROP, SAN, H,H, GUS'S 3, AUT7 lin < �� SHELL TREAT AND ACTIVE GAS LINES WITH E%IS i. 10" SAN. V'' -�. E. STATION EQUAL RESPECT. CONTACT ENTER, PRIOR :D ANY PROP, 10" N-1 �I:- ' DAMAGE, TO FIELD VERIFY THE STATUS OF ANY CONFLICTING GAS LINE EXPOSED DURING CONSTRUCTION. SPENCER HIGHWAY SHEET Torus I I EST, FIKAL UNIT DESCRIPTION I I I I 1 Islip 1 I I 1 I I I I I I I I I I 1 I I 1 I I I 1 I 1 I I I I I I I I 1 I I I I I 1 I 1 I 1 I I I I I I I I 1 HORIZONTAL VERTICAL A. e YTCOOROINATE56858863.28 CONTROLPOINT X—COORDINATE' 685884.427 DESCRIPTION: 3/4 IRON ROD ON THE SOUTH SIDE OF SPENCER HIGHWAY IN FRONT OF GILLEY'S, ELEVATION: 35.30 (SEE SHEET 10 OF 32 FOR LOCATION) O �m 6 HOP( O��L�' VERTICAL CONTROL PORNO SVVERTICALCONTROI P01�N026 PROP( PROFILE lit STA, 253+57,124 48,7' FIT, X—COORDINATE: 3215349.946 ti4g ElI—ii GRADE (TOP 0 Y—COORDINATE: 685932.105 Centerline xis Ce dbt I a FCUP,B) ( , r Q 40 DESCRIPTION: 3/4" IRON ROD ON THE SOUTH SIDE OF 4 SPENCER HIGHWAY APPROXIMATELY 600' WEST OF THE P, NORTH R.O.',V.� _ SOUTI{ R.O.'N. ELEVATION. 34.4- RcSTON ROAD A7 SPENCER HIGHWAY. SPEN INTERSE LION F F ' ' �Z J:T 30 =1 I I PROP, 60' SP.N. SEW, I 25 PR' P, 10' AN, SEW l� I n PRO(. 12" 54 TERLINE (SOUTH)( IA j ,.:'"i �qg_� SAND PUBLIC TRANSPORTATION 20 I I I I PROP. 6" "V! TEP,LINE ((NORTH) f..,�, 1 20`i•'k} SPENCER HIGHWAY T n �� UTILITY ,IROP�IEIRu E G ; PLAN AND PROFILE 15 ADJUSTMENT I '`I XS 1s STA. 247+00 TO STA. 258+00 STA. STM : GB I �_.L.. suVixa=a rso"jar Y"5' Dfin A0. FEnrq.p AID PRO%ffa NO, n TI 6 CRP 91(26)MX, etc. UNICIRAL STA.. 250+$$ � , .L.I ElIGIN'c�RiNC S:.fE nDqTkICOUNTY 248+00 249+00 250+00 251+00 252+00 253+QO 254+00 255+00 255+00 257+00 258+00 � Snee: 11 of 32 602012 CD9.wi MH 2t7_GO 1 ,. ... .. —L I [] I I LEGEND II 2, 6" GATE VALVES I_JI' '^ o PROP. 10" SAN. SEW. g}— i E RN N TO PF REMOVED W } EXIST. SAN. td 4. BA:RY x w o Ot REMOVE OLD SANITARY p rl-.vr. QUEEN s o T MANHOLES AND DISPOSE 4 N STATION I o o (COST INCIDENTIAL TO FOUNDATION I STA. 262+24.994 35.00 RT. CONSTRUCTION O) NEW . Q m ¢ cnf,In SANITARY SE4'IER.) E IS7. _ STA. 59+5 7 GP.EA� PROP. M.H. PROP. 6" Q REMOVE OLD SANITARY ve M 6 = s7ERN s WATERLINE LINE AND DISPOSEAt I II %- 30 3T.31' LT. f HOTEL 1p 9 p PROP. SAN, M1.H. BIG HORN p. (COST INCIDENTIAL TO a I v�i EXIST. 2" Et TddddddX GAS UIrl-E AUTO SALES i, SIZZLIIJ s } CONSTRUCTION OF NEW "0: I j EXIST. Swa MH NOT QUICK SANITARY SEWER.) p y N O Iz�. L'W.l.✓. _ - — - — O ES O ! No K rLp \ST.e' ENTrX GA L'fAIE FIELD LOCAi'eD _ - 3 CUi, PLUG AND ABANDON zo. SIGN---r----t---?-J= N IN OLD WATERLINES of N^�y_W w . -"—_,--_—___±,----------_—'—, -- (COST INCIDENTIAL TO In }t'..=__;L_1LSnta_$l'w. �2 \ N - -� -X!S'T. 10' SAN. SEb/. _t '_,r,• PROP. 10 SAN. SEW. ( Ex15T 5.5. F- CONSTRUCTION OF NEW Q ..,,� Iu Q PROP. 10" SAN. SEII 0 PROP. 12 SAN. SEW. �' 265+DD N 8705'49' E ''� N VWATERLINE.) -- %IST. IE' SaIN SE`A.Ld -t------ --'—*�—" N86'S9'4LY'E I O -- _ !ii EXIST 12" 4'lATERIiiJE� PROP 12" SAN. SE'(,'. ...—_ __ ..-_ _ �1' __...-_ -.�� = I —•---- ----- -- "— o- 11 L Isl. BUR'. TABLE SV-27 :ST. 2" ENTEX GASLINE EXIST, Ch3.E WATERLINS _. - S BURIE i r— N EXIST PROP. 12^ U �= ' II 2 PROP. 12" WATERLINE r I •�' 1`�iGENERAL EFFORT HAS BEEN MADE E LOCATE x _ j - EXISTING SERVICE CONNECTIONS. SEE BELOW ASPH. I O - ASPHALT F u > N C FOR ESTIMATED OUAPTTITIES. a a 9 N z 2. EXIST. SOUTHWESTERN BELL MANHOLES TO BE SPOT FREE ADJUSTED BY OTHERS. III 1�„ T-HAP.T LDUPIG� q CAR l/ASH ¢ 3 o STA. 267+83 3, $�1Uilou E�IST AN. N.H. Jclno 1^'FIRE HYDRANT TREAT ABANDON AND ACTIVE GAS LINES WITH F, GP.DCERY a 1^•5' GATE VALVE EQUAL RESPECT. CONTACT EME%. PRIOR TO ANY wo w ¢ n �W EXIST. 10' S N. SEW. �-p wol - R THE STATUS OF ANY o n FI- 1� 12"x6" TEE DAMAGE, TO FIELD VE IFY go - ' ti O Ww n CONFLICTING GAS LINE EXPOSED DURING CONSTRUCTION, 7^' 12" GATE VALVE ¢F.olr _ PROP. 10" SAN. SIA,262+25.87 1:30' LT.' ---� Nc1,—U^ STA. 258+87.07 n NG n PROP. tj2" SAN. E NG OF SOU H R.0.7/. d HORI70NTAL !r VF^' ^" n uT Nn SV-27 STA. 263+48.59, 50.2' RT ^` X-COORDINATE: 3216340.094 Y-COORDINATE: 6859314681 DESCRIPTION: 3/4" IRON ROD ON THE SOUTH SIDE OF SPENCER HIGHWAY APPROXIMATELY 500' EAST OF THE INTERSECTION OF PRESTON ROAD AT SPENCER HIGHWAY. ELEVATION: 36.29 !. HORI7owl PL 2 V RTICA TROL POINT NO SV-2P STA. 273+33.16, 51.7' RT. X-COORDINATE: 3217323.425 Y-COORDINATE: 686030,982 40 DESCRIPTION: APPROXIMATELY HIT HIGHWAY APPROXE Y300 HE SOUTH SIDE OF SPENCER THE INTERSECTION OF LILY STREET AT SPENCER HIGHWAY, ELEVATION: 35.58 (SEE SHEET 13 OF 32 FOR LOCATION) 35 -( I �o�• 1 I� �P OP. 70"I SAN. SE"� I I I PROP. 10' SAN SEW. _� I - 25 pUBUc TRANSPORTATION HIGHWAYS -� �• N PROP. I72" YI.ATRLINE (SOUTH) I I I 'p �h AND PUBUC TRAh1SPORTATION I o- I I j �F± 20 SPENCER HIGHWAY zD I I UTILITY Est I PLAN AND PROFILE STA. 258+00 TO STA, 269+00 PRO, 12" 8: 6" I ,•::I':''"':�•. ~' t$ F",a;`,•:. i'cOENy UD PFOJECT VI�.TERLINEI I I _ soyn�x� r-so• y�rr r-s 6 CRP 91(26)uX, a!a 27_ t5 I A+3UHST+hEPI, �.,z n�uNlclqaL 5Ipre couNr. 12 STA. 258+4$d I 11 �) eNcwE"' �a TO k ` CO!APfCONn 5-CT. J09 �M G."AY NO. STA. 260+0,. �'- Sheet 12 of 32 eozo 12 oo9.x ua 10 _� L S�.C.'FIOrJ 2c7i00 8 CO 259 00 265+00 25 CO 260+00 261+00 262+00 263+00 26 `+ - /'99:.: 258+00 259+00 _ -.. _ _ .. _. A. '- �, t-�- STP.. 277. 55.0 77,0' LT T _--- „T sTA 2VM1+o2 tC 3-.7=ice PROP. SAN / LEGEND .A IF OF S J. 1 H. I '� 1 - L SA, 27 i'88 77 3+.7•� u. 'IAV / - TO 6E REh/OVFU - / PROAM,P C- J, MAN, r� — —_ _ _ �.. _ . _ .._ U REMOVE OW SANITARY pi V WA %LI "'.r. PROP. 6" WATERLINE - - Y1 MANHOLES AND CLFGSE "` _ .. (COST L'�C DEhT;AL TO c y.l _i _ a CONSTRUCTION OF N'c' ;�� r _ I SANITARY S`I'e^n.) LD O " - I z PPC 1C SAhI. SEW, J�PP.OP, 10' SAY SEW :IJ ' I \ o LINE MID DISPOSE TO S In,�.. o } (COST 1 L O ... 7 i . ',_ .. 'I.� c I I - \ O CC'1ST IUC ON IOF ME'N I EX Si G F/.4_ LINE :r .,. ..__. .. -_ ._ r----t c••J r) t0 �. _. .. .. - . _.. _...__. .. - _ _ _ _ _ _ C-'.' Ci:- PLUG A'.0 Ar.AN10C,r N .... _ .:. _ _ - -.-__ _ _ LACE OLD ' ATERL ES Q IN P It _ .. C- , �...c _� (t� 1 O2 (COST I4C DENT FL TO -- O- G j r NJ870549 E.� .� _r P �.275+00 ••-i. FPDP lot 0 SA S�W� cPR_P B S S ✓ CONSTRUCTION OF NcY UA) W PROP. 12 WATEPLINE _ Z_ --_-. . LNE WIAT�m_O __ _ _ __ -_- - % T. _ f_ -3 0 P C 8' S ! SE.✓ O " '!c _. A." .: ` f II I ZOCATE - :��.� 1 l J I _ { `107_ES ^i t EXISTING SERVICE HAS BEEN WCC E BELOW 1� iG� GATE VALVE F i ( N E%ISTI'.G SER`/ICE CGNDIECi C :S. SEE 6ELG'M ___ A. _ ` .� -./ FOR E'=-tnATcD QUANTITIES. ' STA. 275+15.87 34.73' LT. dd �\ ( H _T / r I 2. EXIST. SOUTHVIEST-ERN BELL IAMNOLES TO BE PROP. SAN. M.H. ADJUSTED 6'f OTHERS, / I - -_ 3 LUTI AQN1 rE`o Q- V TREAT ABANDON AND ACTNE GAS LINES WITH 2 OJ P.ESPcr CON: ACT E`I-EX, PRIOR O ANY i- DAMAGE, TO RELD VERIFY THE STATUS OF ANY r'w _tl'E% Ge,,,_,1;E j�A 27&+70 14 27 P9 ?..I. �'� C..t:. L.L'P'G CAS LIME E%POSED CURI'JG CONSTRUCTION. -° N t P ;OP. SAN M.H. 1 L. LL LL u .r 1 I I ST •I SHEET TOTALS I ati'1sH PJ"E I SPENCER HIGHWAY �� E 1IFFFrs.IFlNA iUHR OE6CRIF ON � � __.-__ _ _ __ X C OROINnE 3217323.425 f '' Z Y CCO4JIN;: E: 686030.902 --- —" NI f ^ca-yam vl m n C ? /? IkCN ROD OBI THE SOUTH "OE OF N •- n N n n I� n r H !A'f A°PRO%'!•':,RELY 300' WEST OF THE N Iw �lI 1�7 I T PS^� O: OF LILY STfiEEATSPENCER HIrHVA1'. p Q pl <.. TIO'J 35.58 1E5 STA. G`3 +144. Vc4 A�CCN-40L POI+1T N 9_ —_ -- : --- I I PRO°. PROFIL - STA. 203+t??2. SD.7• RT. i 3218303.228 I I CO^vRD!NATE• I 1 I �GnADE (TOP O 10 [ COORD .ATE 68GG82.877 ,• CURB) - D r.'c 3/4' IkON ROD CN THE SO JTH SIDE OF 'I.f.. m 3 _- '-_ __.. - __.._ - .� R • - I - _._.L. ' c.:.l�_:-_- _. _ _....._..__ _._ _ _ -_. _ -- __.___ .__ _. a.15 n2�r AT SP _M1LcrZ �rY. ELEV ._._._- ___— ---__— _ _ SPENCER HMI 4CAYG c? OXI` d--,.Y 10 .-. INITEPS rl ... __ _ _ __ _ (SEE I�SHEET 14 Or 32 RFOR I LCCAiION)� / — _ '0 _ _ ._-----• — -�-1 35 _fl �'—-- r_— HIGH? ' °- !' PROP; 10' SAPSEW- �PROP*10 SANI SEW PROP, 10SNWAJ it- 3o - --- - — pp ti ��_ l r L— _I_ I u 4v_ 1 o„ - / T OF HIGH PROP, st VON \--PRUP. 17 t'lATE1tLIhE LSOUrFi) uF_d, AND PJE_I_ TiL1n..FCRTATIOM r nr 8 o S� t V, c HIG HWAYS a: G" "IATERLINE (r.eRTl) STATE DEPARTMENT OF ' ( (STE1E1 LPLSINEGE IOn1� I 1_ UTI LITY PLANA PROFILE FrA, STA. 269+00TO ST280+00 - Y; p NC. 1 911 T t i L TO coil. r 1. IN". _ JI A. N 16 23 E Y-l. �P12 I HnFR15 I- . -_.. _.�_ _. - -.. . -_ . _._ _. __ .- __ -... .__.--._-._._.. _ .. _ .. - _. _. _. _- _ ..__.. ... - -- T3. 14 26.63' LT. STA. 260+45, 26.63' LT, SA.. 286+ 1 PROP_ S4N M.H\ \ / I PRO?. SAN. MH LEGEND V v w m TO BE REMOVED Lu 2 .4 6" GA'E VAL`✓ES a u ' REMOVE OLD SANITARY ¢ ¢ a MANHOLES AND DISPOSE i o > (COST INCIDENTIAL TO 'wn s u _ ? J I I wI VACANT - CONSTRUCTION OF NEW 'u' HOUSE VACANT , T F HOUSE "' N o '- ✓ PROP. 10 5A14. SONY, I o AO LITE o SANITARY SEWER.) � o Ip I SIGNS x y 8 ENT GA..L-`.NE / II EXIST SOH`NESjER� x J CONC. , F + 02 REMOVE OLD SANITARY o - wI IN ?) EADY - I -) FOUrIDP.iION - N eELL.•y'�•CD v;,s-',T�� PROP. 6"� LINE • NO DISPOSE //� FIR, ED'S 1 = '^�I' I 6TERLINE (COST INCIDENTML TO / AUTO AUTO 1 Fu 'u' ¢� I , � S'-y{yu No ti O CONSTRUCTION OF NEW c O w SALVAGE I SALES I EXIST. SWHT IA.H. uvl) LS E IST u 5YESTERM O SANITARY SEINER.) 4 we v v ti <I w _ + S:GI "�I �0 1J4 ENi EY. GASLIME a r 3 ! Q3 CUT, PLUG AND ABANDON "I' I I `d.M• o o N I I .P, I t" i I�'i I.—\ _. - +II - - IN PLACE OLD Y/ATERL'NES O P � ,r_ __ . __ .. .. _ -- . .- -_— __ ...._ _ - _ I o / N (COST IM1CIDENTIAL TO _.. - __ )aLU. -�:.._ —_. — .-i.> r ��t --_ _ — OF NEW -� � � — L . _ _ _�, CONSTPUCTION _ O W,V; " v. 2 G.V, Q SIATERLINE.) _ 2 1 SIGN EXIST. 10 SAN. SEW. 285+00 1- � Ii I < EXIST: SAID. M.H. II � 2' N.G. N 8x5650' E + , - EXIST. SAM.H , 'Y.IS IO' SAN. SEW. I fn EXIST, 8' SAN. SEW. o O I EXIST. 8' SAN. SEW. ` 02 SAISTMH 1O EXIST. 8' SAN, SEW. Q 1 (2� EXIST. 8' SAN. SEW. Z W2-3.5' G.I.P _ G 3 _ fM _ SIGN\ _ ,L—_— _ ^1 - - - _ - - - - ' `T'S` h•9 r—. — J _ P p r. CABLE FNC H,.,.—. . o� V� .P. 'd.N. P.P. S.W.°.i. SIGN Sd.5,T. SIGH !—� ti I. U 6' C/L FrIC- I z9L/ FM1_. VA 1 . GEtJERAI EFFORT HAS BEEN MADE TO LOCATE - EXIST SA 1. ?' H PROP. 12" WATERLINE - 11 i u I� EXISTING S'eRVICE CONNECTIONS. SEE BELOW y I t N ^ USED s FOR ESTIMATED QUANTITIES. .L ' ASPHALT IS I vII 1LL,S � a =L PROP. 8" SAN. ] F UNOA'10 I?P 'w I CAR =1w 2. EXIST. SOUTHWESTERN BELL MANHOLES TO BE YYYYYY��"'''' ,_ EXIST 12. 1 CO:<C, AUTO o I UOT - ADJUSTED BY OTHERS. 3 WATERLINE w � I AIR APFCHE STA. 288+78.75. Q3.32 RT. GI 3. 9LlZiIQL jjj� Ill � c OIL CO. ' /j PROP. 12" '^ J :7w P OP. SAN. MHft' i TREAT nBnMDON ANO ACTIVE GAS LINES WRH 2 �' 12" GATE VALVES '° � wI a \ `c , "m 3 WATERLINE EQUAL RESPECT. CONTACT ENTER, PRIOR TO ANY DA:!AGE, TO FIELD VERIFY THE STATUS OF ANY STA. 282+19 .07. 22. 15' RT. W ,Qvi X40 2 ^• 12" GATE VALVES c Ia :o CONFLICTING GCS LINE EXPOSED DURING CONSTRUCTION. H� E. 1ST. SAN M.H. PROP. SAJI. M.H. �^ 3 Q�G STA. 285+65.56 22. 15' RT. - - NI � � PROP. SAN. I.{H V PASADENA � � u4� SHEEP TOTAL$ AUC ION � � Ir"�NCER HIGHWAY �= En. FlNAL uNrr DESCRIPDON I 1 I I I I I I I I H0412 83+ 14, VZRT1 A CONTROL POINT NO VS -29 'I A STA 283+ 11.22, 50.7' RT. J. = r 3: X-COORDINATE: 3218303.238 ro ` Y-COORDINATE: 686082.871 DESCRIPTION: 3/4" IRON ROD ON THE SOUTH SIDE OF SPENCER HIGHWAY APPROXIMATELY 100 EAST OF THE 03 ri a I INTERSECTION F DAISY STREET AT SPENCER HIGHWAY. ELEVATION: 35.91 o. M I' 0I(r i O Nr ry A HORI70hEL tr VERTICAL CONTROL POINT NO. Sit Q � ar F—F' p. F, t- STA. 293+29,27, 48.8' RT. c F- X-COORDINATE: 3219316.702 Y-COORDINATE: 686137. 144 - P DP. - Center! Exls - AD DESCRIPTION: 3/4" IRON ROD ON THE SOUTH SIDE OF T '• 9 SPENCER HIGHWAY APPROXIMATELY 500' EAST OF THE (TOP OF URB) '`� - SOUTH ..D.W. I INTERSECTION OF PANSY STREET AT SPENCER HIGHWAY. Raa N,p. C ELE`/ATION: 32.66 rMORTH P..O `.' (SEE SHEET 15 OF 32 FOR LOCATION) I I I Id I= P0°. 10' SAN. SE�. I �p ' �II� 30 30 ' I �- I I I II I _ _ - _ I - i 11 il_ L � 1 1 1 I t 25 i �� I _._- -- PROP. 6" WATER R�(N0RTHI � SAtJP $EW. 25 I ( / I I SAND PUBLICMTRANSPORTATION S I I \},. PROP. 8' SAN. SEW. RUP. 8' I SAN. SEI . j (�I PROP. 8' s . SEW. 20 Gn . �_ �I Ir POP " SAr1 Mme , �. 7t � SPENCER HIGHWAY . 20 I I I OP. 12." WATERLINE (SOUT ) 5�_ NFL 6.71 - UTILITY r_ELI �I sec [ o ) ! I ( PLAN AND PROFILE PROP 12 & s pp. 72 6" M WJTERUN = 5 STA. 280+00 TO STA. 291 100 15 WATERLINE "T ly.��_•� sw.ejeosr< r-sc 'fm ras ; :",R' EEUEML uo aRaEer no. Ivi ci ADJUSTMENTI } ,7« o rl ADJUBT`. I I _ I 6 CRP 91 (26)FI%, etc. 2T!' STA. 281 ±67 ( N nt STA 288+ 2� t o ENGINIPA' sr re cour,�Y ( 10 S } ) EnG '+EcftINC ,'h 0 LL LL A I COMP Y, INC. TEXlS 12 HMRI6 LL STA. 82+47 .I STA. 289+0 . 10 COM. SECT. JOB NC flY n0. 280+00 . 281 +00 292+00 283+00 284+00 285+00 286+00 287+00 268+00 289+00 290+00 291 +00 Sheet 14 of 32 8020 12 O09, AM ,. .::... IF u BELL 47w1C SOUTHWESTERN - 16--Ell 18 - "G" Iv W.P. U�TIFF FEED SWAP o STI SHOP NoITT VACANT FILF III > IN a .G IF 0 ITS FIJI- rn - - NIF IF/' 2 I¢-• PROP. 10" SAN. SEW. � -- Z LLIO EXIST 8" SAN SEYlO O I IF U I " 'SEXSry^�-I MH I s SV-30 EXI" 2" EN -EX SAN. PR P. ,B" �N. SE`N. PROP. B" SAN. ISE1 VACANT n OUSE 1 12" ' YE VAL STA. 292+04.46 22.60E RT. PROP. TSA:IT IF IF SPENC 'R IL IF NUS N I.N OIF IF FId, M IF I - 40 N.G. © PROPIII PROFILE SoliJiiH R.O.W. GRAD (TOP C CURBS —\ 35 - _^I _�\ I ( 3 I D .� 25 I FL 2671�J._--- PROP, 408' ^' hCC SAN.I SEN +� MANUAL'S USED AUTO PAP.TS I I --J LEGEND h TO BE REMOVED I I BELL SOUTHWESTERN 7 REMOVE OLD SANITARY T ' I BELL 16 FICD "G" V O MANHOLES AND DISPOSE N I w (COST INCIDEMIAL TO =C MIKE SBIG TATE in CONSTRUCTION OF NEW u,£ TRUCK TRAILERS m SANITARY SETA & AUTO i lQ u m 02 REMOVE OLD SANITARY a '� a o I _ LINE IID DISPOSE an POP 6" b (COST INCIDEMIAL TO 2 I CONSTRUCTION OF NEW WATERLINE � o SANITARY SEWER.) %IST. 8" ME ASPHALT - / N EXIST. SYlBT MH-1 �J GJ Q IN P PLUGAND ABANDON s 0 IN .SAGE OLD WATERLINES _ --' (COST INCIOENTIAL TO I liM CONSTRUCTION OF NEW WATERLINE,) Z EY.IST 1D SAN SEW PROP, 10 SAN. SEW.J up EXIST. SAY. FI.H. 1r u TO 294+00 295+00 PO-90Y'S y� PARMER USED ,nI _STEEL AUTO N.G. FIORiHI R.O.iY. 492E ^� 10" 1 T 7. GENEPG EFFORT HAS BEEN LADE E LOCATE EXISTING SERVICE CONNECTIONS. SEE BELOY! FOR ESTINIATEO QUANTITIES, 2. EXIST. SOUTHWESTERN BELL MANHOLES TO BE ADJUSTED BY OTHERS. U 7REAi ABANDON 'NO ACTIVE GAS ul"IFFIFt WITH EQUAL RESPECT. FID OVERIFY THE ES-iATUS OF OANY ANYY Dt.MAGE, CONFLICTING GAS LINE EXPOSED DURING CONSTRUCTION. r � � L-In r I R VERTICAL CON'P01 POINT NO SV-30 STA. 293-29.27, 48.8E P.T. X-COORDINATE: 3219316.702 DESCRIPTION: 666137.144 DESCRIPTION: 3/4 IRON THE SOUTH SIDE OF } ¢ SPENCER HIGHWAY APPROXIMATELY 500E EAST HI THE INTERSECTION OF PANSY STREET AT SPENCER HIGHWAY. EL EVATION: 32.66 M c 40°L?nNTA RTICAI POINT NO SV-Si In i I- I I S:A 303=07,00, 7 RT, X-COORDINATE: 3220293.093 Y-COORDINATE: 686189.569 F. c DESCRIPTION: 3/4' IRON ROD ON THE SOUTH SIDE OF SPENCER HIGHWAY APPROXIMATELY 125E EAST OF THE IMERSECIION OF LILAC STREET AT SPENCER HIGHWAY. (SEESHEETOF 32 FOR LOCATION) SEW. m 0.25%� III I Fl 2hih6J � � �,_ �'t%'�J}� AND PUBLIC TRANSP0.4tAllvl _ UTILITY sAN. I I I PROP. ai PLAN AND PROFILE 7H) SAN, ISE"il, ,_E'k?: -' (SOUTH)I "( I ,s STA. 291+00 TO STA. 3( °°• INC. STAFF -+- . 30183.23. 2L39' PROP. SA,`I. M o IF I 8 J'e 9ER a CARDEN F. PRO i. 10" SAN, SEW. IF I XIST. E E^ EX IF IF I EXIT. 1 1/4" EN, 0 0o PARrmc L IF O _ O EXIST 10 SAN SEW I IF IF I Q EXIST. SAN MH U) N 87� 6'17iF___� u PROP. 6" SAN. SEW- cl J? En ST 6" SARI. SEW. E HYDRANT z� RRANT — �CjjGATE VALVE x6" TEE 2�ti`-GATE VALVES IF PROP. t WATERLINE MoN CH I(- FNNf STA. 301 +81.51. 21.39' RIF ... _ p SM. M.H. I 1 IF I 1 I I i I -- 0 d V .. STA. 306+45.50 'J1.55' LT. II PROP, SAN. M.H.PRO' 2" 6" GATE VALVES r o _ EURIMP. 6" SVATERLNyE� o � I EIPI_0 CA9L^'^' I F, \!. GAkTN"fi to I p �i�_ i EXIST E WJERLINE oIHAOND a Lbwl EXIST Cr, F—M clua ww �SEF.VICE LEP i"\ OUNDA'1017 A i coNs`rkucnoH EXI 7 18 - 114 L:CD m f 1� 6" GATE V LVE ST. SAN /III aaST, 2" ENTEX c SERVCE LEAD = I O2 I I . O �� Ip O r-EX.IST. SW!' MH- f4 IXIST. SAN. MH .I I �' I sl u•' - O I 17 Exlsr 1z' '�• SAN. SE1v. VA. :T b PARKING — EXIST, SAN, MH -EXIST E WATERLINE —cXIST. SAN. SERVICE LEAD N.C. 4; �� - N(titTH R.0.1V SEGTI STA. 3i 2+38 I I 302+00 303+CO N.G. ci SOUTH PROP. r ENTER 70 q\ PROP. 1�' SP N. SEW. ' E ,EXIST. L'FlL AL + Q PROP, 12" WATERLINE °- s ASPHALT IFFIF `t u b t i� 12" GATE VALVE OLD 6UILCER'2 r OLO i1EA 1.1?RKET VACANT SPENCER HIGHWAY OF 5" SAN! SEW. i �-PROP. 15'I SP.N. S LINE (SOUTH) I i P�I ( r (Sri L. 5 PRO?. 72" `4ATERL —A JUIGh STA. 30i TO 306+00 LEGEND r0 of ocu0VE0 Qi P.EMOVE OLD SANITARY l.1ANHOLES AND DISPOSE (COST INCIDENTIAL TO CONSRUCTION OF NEW SAtJ1TARY SEWER.) 02 REMOVE OLD SANITARY LINE AND DISPOSE (COST INCIDENTIAL TO CONSTRUCTION OF NEW ` SANITARY SEWER.) Q3 CUT, PLUG AND ABANDON IN PLACE OLD WATERLINES (COST INCIDENTIAL TO CONSTRUCTION OF NEW WATERLINE.) Zos s i. GENERAL EEiWIC HAS BEEN NS. E LOCATE -XISTING SERVICE CONNECTIONS. SEE BELOW FOR ESTG;ATED QUANTITIES, 2. EXIST. SOUTHWESTERN BELL MANHOLES TO BE P.DJUSTED BY OTHERS, 3. CUT TP,EAT ABANDON AND ACTIVE GAS LINES MIN TO EQUAL RESPECT, CONTACT NTE%, PRIOR TO ANY DAIdAGE, N FIELD VERIFY THE STATUS OF ANY CONFLICTING GAS LINE EXPOSED DURING CONSTRUCTION. t5 n HORI7CNTA1 & VER'iCALfONiftOI POItJT NO SV-31 STA. 303+07.00, 47.2' RT. X-COORDINATE: 686159.5693 Y-COORDINATE: 4" IRON ROD DEBCRIP710N: 3/4' IRON ROD ON THE SOUTH SIDE OF SPENC'eR HIGHWAY APPROXIMATELY 125' EAST IG THE IN iERSECTION OF LILAC STREET AT SPENCER HIGHWAY. ELEJA-ION; 31.18 n,ti0R170^ITAI,FFFFFF TICnL coNTROL POINT NO SV-32. 313+16.02, 49.0' RT. %-COORDINATE: 3221300.857 Y-COORDINATE: 686239.878 DESCRIPTION: 3/4' IRON ROD ON THE SOUTH SIDE OF SPENCER HIGHWAY AT THE SOUTHEAST INTERSECTION OF BELTWAY 8 AT SPENCER HIGHWAY, ELEVATION: 27,70 (SEE SHEET 17 OF 32 FOR LOCATION) SATE DEPARTMENT DF H14H}•!F � t4D PUBLIC TRANSPORTATIOP :fir}�, SPENCER HIGHWAY UTILITY PLAN AND PROFILE STA. 300+00 70 STA. 3( NO. '�I 5^A'.fX0.v2 t'.50• _ :'. ];'R. icCE?^L JO PRNEC I � try,,_ -- u'.)�� I .. . _ ,_. � _ .�. .: .. .. /l `� STA. 325+6t.60 27.47' LT. H.C. F.C. D. CHANNEL ST�328 <21 2 .�0' LT. SA, 319+81.12. 20.88' Li. S.AN. IA.H. I AR!AAND BAYOU PROP. S„N 61 H. 1 pollPROP. FRJ !1�L -� 8100-00-GO 1 Si 327+32.32 22 20 LT.WF _ EGF f D J PROP. BAIJ. M.H. TO BE REh1lVFV I c - -- r rj PROP 5" SAN SEW, .I7/w ol�k1 ',_ I VALVE IF U REMOVE OLD SANITARY L W� _ I- Q 6" GAiE MANHOLES AND DISPOSE DARTS�_ o \'_ k,EC I .) —drIF NN SLrm' C _N. 1 B 4��' (COST INCICENTIFL TO -,�,,., IwWill - ^Jfi) CONSTRUCTION OF NEW E:� PROP i "IIF 2 :L i:.- l L - SANITARY Sc'NEfi.) SAN SEII V FC oldidood . �: :-i �i RFid OLD SAN'A R'� ` i T 7,/ ENTEX - / C do >�' ( __. Fir 1 } l PPOP 5 •+� ` I.1 0+ O LINE AND DISPOSE (COST NCIDENTAL TOI �I p ,• �- . ATERL tV IPIHA I IFFood ^ PROP 5' S W SEW, - O 11 I -... ill ;n a N CONSTRUCTION OF N�1t •- I D '. su:rAm• sevree..) 1 IF I°� CC 1 ;,_ .,._ _ _ . - -� Fil. .:. val C:l T, PIUG !•NO APAyrON .p_Ft_ I --,� Iddo- ._ _ __ _ _ r I.V Fl<:CE OLD kATFRLINES M __- .___.� _ -_..._ - __ __--_ �.-.. __ 02 -. \ i \ - ((COST INCIDEN-IAL TO __._� L_. _ i,--- - _..-FIA. —_ _ ..._ ! I spool �O 2O IF 1 Fill ,.ME 0IF •� 7 Q S�RJCT OV OF NEN E..i.. �_ .;At .,trv. O PROP. 75" S'N, SEYI.�� 32 00 I- A 01 02 E 'OT In .--•--—•- N 8707'21 E '� '-' - EO%ST t05 W E• A 1t rY \ u ^`` I ... - O _ _ - �, z Z O tom\ i 1�-4 - EC Sr 1 T '_ =__ I _ _ _IF .. '. IF J J .- . - _ _ _ _ _ _ _ .. ._: - r-. r �� if i _ } 'C > i. - - - I �v 1 FIRE LINE --- �Y IU- Q'--':+ ��,I_ i°)dim _ PR�iP. 12 \YATEP.LINE .` ¢ 514 J ___ j -. • J I I ; PROP. 12" WATERLINE1. 'lOTrs GENERAL EFFORT HAS BEEN MADE 70 LOCATE � ,R- 7. c--I- _ " CC'1C. Fill_ I F I, I En15'INIG SERVICE CONNECTIONS. SEE BELO`%! i ✓� Pr4N.:".G I `- - (--_ESTIMATED GUANTI'IES. — Kro I n o 1 1 o ](h id 4 Fill 2 OUTHtt�S`do PELL MANHOLES TO EE S A. 325+33.65 �+- a .1 � C� ADJUSTED i�FiRE HYDRANT .. I' f ' -- STOP H.C.F.C.D. CHANNEL `• CA.. TI 1-5 CATE VA �/E t - (: 2 ram' 7� 12" GA C VALVE & ` —"'- r`` ARMAND BAYOU TREAT 5A OON AND ACTIVE GAS LINES WITH d -� �-- I7"w GO uN I 8100-00-00 e_UAL Rc5? C . CJMTACi GVTEX, PRIOR O ANY -- n H o o I i-17x5 TEE - I wo. li "' •.Ir GE TO FIELD En Ff THE STATUS OF ANY '-:^_ Fill � J W i - —el� HCCF OW NO. K874380 GAS LINE E%POSED DURING CONSTRUCTION. oldCONFLICTING N r__— —___- — 6IFFid >, STR.p rFNTEn t FI SHEETTOTA S �• Fill I SPENCER HIGHWAYIF- 6 R.O.Yl." Fill . _- EST. FlNAL UNR DESCRIPTION I I I I I I I I I I i I i i i I oil— ' I I I i I I I I I � i i i I I '' H I�OMT;J`!' V'fi CA- f -40L P01 :T h0 SV-33 sSCP i 1 s 32'+i5.f:7. 95 I I I Y 3222 J Ef i ! „COROIVATE• Y (OOFDINATE: E P629do =0_- +NIA - -- -� -- -!- �-'-- _ _._ _-_ - —.+ _ .N� - •-- DESCRIPTION: 3/• IRON ROC• ON THE SOUTH SIDE OF i i I SPENCER H'GH:'JAY 'FP40XIl.IA-ELY 200' 'REST O: THE 1 n m h did n INTERSECTION OF SINCLAIR STi=� AT SPENCER HIGHWAY. 1 I I o ao) I a� � ELLVATIO`I: 27.60 rn i _.._- - _ ..... _.. _. _..-_ __. - _ _3 ynRi>3NT_ E'TICA CONTROL FCIrIT N0. S`I-34 30 _ wil SIA 33+7 i 4 .ti r. PRO? P ry 1 E n•" X—COORDINATE: 3223303.635 i 1 :�G (.OP C CI4-) g I Y-COORDINATE: 68834-.323 ; 1 im!doN- GI DESCRIPTION: 3 4" IRON ROD ON THE SOUTH SIDE OF I j � - _ . ___ __ _. __ _- _ __-lood_ , .•. .. _ .. ___-.--.____ __ _ _ _,__30 SPENCER HIGHWAY AFFROXIA'A-ELY 800' EAST CF THE 30 '`.- I-- :--- - -_ .. 1. -. - _ --.-.._._.. ... .......-___ ._ _-. ., NTF R8ECT10\ OF SNC.AR STREET AT SPENCER HIGHWAY, I — — E, l - - _mil _ -Looll cA50id 19 LF 32 FOR LOCATION:) _�J - For_= _ \19 25 I -- - - — - — _ ItI / .. - I _ _ __._ -- II di All I _ - - _ Fill - Fill I \4do : OP K' W,.TcRLItJE (NORTH I.I __. ___ ��i \.)i....- __._.-� 2 _ _ '-. _._--__._ _._ --- __.___ _�._. _.___ _ QI� t I-1 IF I -� u ! '. u__. PROP 5" L fill PROP. Ii5 SAl '!. �._ :-._..._. :,-__-_ :- 15" S ! S N _._...__ PROP _ _ _-. _. _ ____ _ _ .- ___ - �. AN. S_V!. `-PR _ ._.-. _15, _.. - .-. ._ _ OP i P SAL S-V! I 1. SEEN. SIA,TE DEPART!•IEN, ^_F HIGHWAYS P .OP. 1..' S4ATERL'r.E (SOUTH) LS IF AND PUBLIC TRANSPORTATION fI wl ._ i5.22 L FL 16.06D PR P 'a � _.-�' Pur1E._. — - D �i.IFF SPENCER HIGHWAY i0 IFF_ .__.L --- ._.-._...._ .:--_--._-I _.__-.—.. _.----'---- -F �� UTILITY i SrE c Io.l� EL EEL sE noa 1 PLAN AND PROFILE Prof 1 5 '. (sT 12" o > PRo TEP ApJVs E IT P ER E 0 STA. 318+0 TO STA. 329+00 I,_S r �. ---, _..---... _ ___ PROP 12' S - _.._ - -_ I .. (NORTH) _ 5 •I' _ 5 _ .317�9a _ . _:....._. _.-... . ..-' _.___ - -. t! RCINE L )5.. _ '- .. re _ _ aL :6^e 'CRC - -_... TO ADIU 41_NT r IJ sre =cnoN� STA. 320+34 I S A 2054 16 I � 1 91(26) % !e. XIT ,12• : i 1 r.O snr. �A cowi�d F A 25+�6 - �- OE r TEXTS FWfifi15 D �.—.. . _L_._._—_- - .. _. -__-.. .. _.. .- - _ _._ ._.. ..-32i+O; _.__. .. _I corn. seer. ,n; rn:.r :lo. 11 fi161H - --- 3_2+00 o<3r0G �. ._0 32'-00 �,.5. "0 .,ee �:0 329 UGC a_ : 18 of 32 318+00 a _r00 320,00 321+00 eozD tz no9,n1. G w EXIST G WATER �> SiOPAGE �a EXIST '< c' {� PROP. 15" SA`J. SE1 EXIST 1 1= i —i1 S157 _ EXL.T 15 — "C- F /C 1 P.D. (AIR) I - — VAD.,, t8" SAN. SaV. UEEO CAR CAhA E.. " J __ _ n_r-I�,_ PARKII I ' '�- 12"/ WATERLINE + PROP HIR'Jp.'CT;C — sa -- CENTER IJ C• I w =w;: ox LEGEh1D TO EE R �.IOVED EXIST G SA. 337+63.65 22.04E LT I PROP. 8" v rrnl='nLli:E—�_o yJ ! �I f FF.OP. SATl. I.I.H. j _ ( REMOVE OLD SANITARY �V7ATEP.LINE Ii� 7LIPICIII MANHOLES AND DEPOSE "ell CT PROP. 18' r N. SEW.. cl 'IJ _NTE% ,;I p(COST INCIOENTIFL 70 /,�EXIST.iCC- O SIPPPIY SEN o) NEW !.I„CG 1 + SANITFRY SEwEP..) REMOVE OLD SANITARY I. ! LINE AND DISPOSE -----'------ --- --- /(�- J L---- —Is --- (COST INCIOE;dTIFL TO --- _-- - -C CONSTRUCTION OF NEW _335+00 N 8T01102" E _ EXIST SAN'LL•I EXIST SI J N SANITARY SEWER.) f'�? G CUT, PLUG AND ABANDON _ O PROP. G" SAN. SEW. ul IN PLACE OLD WATERLINES EXIST 12 —_ O Z (COST RICIDENTIAL TO --- ----- —' —' -- - J CONSTRUCTION OF NEW 'v- c _ 'WATERLINE.) PCB CF C 1 I PIP J C— \ H 17 VIATERLINE 1, \. 0n ` PA I ( s RKING C - \I"'I QCUSTOmER - \ ARVE JNi i^ 12" ViAiER VALVE I EXIST. K• SF.`:. SR'!. 'VACANT 1. GENERAL EFFORT HAS BEEN MADE TO LOCATE .. I .-.... .. .. SPENCER HIGHWAY - STa EXISTING SERVICE CONNECTIONS. NS. SEE BELOV/ FOR ESTIMATED QUANTITIES. 2. EXIST. ED BY OTHERS, BELL IAntJHCLES TO BE ' ADJUSTED 6Y OTHERS. 3. ION - . TREAT ABANDON AND ACTIVE GAS LINES WITH EQUAL RESPECT. CONTACT Et: EX, PRIOR TO ANY DAMAGE, TO FIELD VERIFY THE STATUS OF ANY j - CONFLICTINGGAS LINE EXPOSED DUPING CONSTRUCTION. SHEET TOTALS EST nRAL UNTT 'DESCRIPTION I 1 i I 1 i 1 I I I I ! A NORl2GNTA1 F4 VERTICAL C04"ROL POINT NO SV-� SiA. 3 3+21,51, 48.4E RT. _ 140_I X-COGROT14ATE: 3223303.635 Y-COORDINATE: 696344.323 DESCRIPTION: 3/'" IRON ROD ON THE SOUTH SIDE OF I I SPENCER HIGHWAY APPROXIMATELY 800' EAST OF -HE INTERSECTION OF SINCLAIR S'P.EET AT SPENCER HIGHWAY. 35 I ELEVATION:_ 26.28 A H.CP. NT L & VERTICAL CONTR ' _IZO A OL FOINT NO. SV-35 C T l STA. 343+38.70, 2-e.0' RT. X-COORDINATE: 3224319.<80 i 30 Y COORDINATE: 686396.531 \. 'D SCRIPTIOM: 3/4" IRON ROD ON THE SOUTH SIDE OF 1 . SPENCER HIGHWAY APPROXIMATELY 1 0 WEST OF THE - INTIERSECTION OF RANDOLPH STREET AT SPENCER HGHWAY. ELEVAI ION: 25.57 25 (SEE SHEET 20 OF 32 FOR LOCATION) i I 20 j PROP. G SAN. SEV7. �. i 15 PRO ( 18 SM.,�SEl1. STATE DEPARTMENT OF HIGHWAYS . ll 411�I 5�a AND PUBLIC TFARSPORTATION o- I��1D /i?��r> SPENCER HIGHWAY UTILITY PIP & PLAN AND PROFILE vu I (5 STA. 329+00 TO STA. 340+00 3 \�GTF i ISGVFiHOP12 J'•50' •{'� I Y.,^s E"+�I AJ FFCI:C' S"L ,IGl� UUMCIPAL fi .. CR. ?t(?6)Nxr�ltrr 2 6 I ail! h) ENGINEERING e5 S:T2 : _ � - _. - � 329+CO 330+00 331+00 '32+00 333+00 334+00 5+00 336+00 33%+CO 33 P+00 340+CO -� Sheet iB of 32 STA. 341+39.84 22.83'CT, I II J(,, STA. 345+15144% 22.53' LT. — 48 Hours prior to beginning construction work in PROP. SAN. M.H. iO PROP. SAN. M.H. - o STA. 349+19.22. 27,22' LT. vicinity of Sic. 348+36, 348+48. k 348+62 I I I ^ w II LPJRP. SAN. H.H. Ip Contractor shall contact United Texas Transmission Ili FIn - t{ Co. by telephone at 1-713-729-9710 d inform VACANT EXIST 12" WATERLINE_rII 'rs i v1- PROP. 19" SAN. SEW. <EXIST 15 - 4" EEii them of the date that construction will begin in the ARiiTE oi; Iv wN -I oP II I DI"G FIB vicinity of their pipelines. ENERGY 2" Sr GATE VALVES - tintwo !i MINI STORAGE �r <o SORE UI 'J'.rill OF PASADENA 48 Hours Tier to beginning construction work in EXIST 15 - 4" MCD "G" G j� 1 P ginning - iu� u, I ��o the vicinity f Sip. 348+83, Contractor hall oa N� III I aPROP. 10" contact Panhandle Eastern Transmission Co. h San PROP 18" PROP. 16" SAN. SEW. �u'a:�, II 1_ � — emu, I "�SAN SE5'L Jacinto Gas Transmission Co., now operated by SPlJ SEW .�w..�� + ��. I _ o IJ Teco Industrial Gas Co. b phone of F a i l E%i5i. �_ �� i I c� I PROP. 6"I 1 1-800-245-45M15 d inform them of the date O PARKING 2 ENTEX r Y/ATERLIN� 0 that } their pipeMection wills begin in the vicinity of O EXIST SVB fAH /I��(,+ EXIST SAN `.iH os d in r a I I c PA KlG r'cXIST 18 S:,`.. SP / h 4 EXIST SW9 MH _ v a a "� �I — -- - - �_ __ __1=—ice _i LEGEND c. _ i ri ' — `v — _.. ''' i_ — � --- 0 BE REMOVED _-1 I _—_ — __—__, _ —_ I \ �— T . J � / —�---- EXIT' 78• SP^J, cVl,l r—'- - _ 1 EXIST SAN t.1H (- XIS ENTEX 2 1 j 1 10�I�;cXIST Oj REMOVE OLD SANITARY Q E\1ST 16" SAN. SEW'. O I I -J 1 i T SA^I MH F- O2 N 8701 02" E 3{ 1 p0 EXIST 3 FLEX�RA 1 EFFLUENT DIcCNARCE _NE (n (n �_. •-I---- —�' '--4 I 3 UNITED Pti� f1DLE EASTERN (-EXIST 10" � MANHOLES AND DISPOSE EXIS` 36" FLEX -TRAY EFFLUENT DISCHARGE LINE PIPEL ES I I P SAN SEW. W (COST INCIDENTIAL TO Ind EXIST. 4" ENTEX i ) 5• G.I P. Z CONSTRUCTION OF NE14 tt - I' SANITARY SEWER.) J EXIST ' 7 tSAT_ERLINE _ O I _ _ _ __ O21� -�' _�_� _ L_-I _ _ Q2 REMOVE OLD SANITARY 2 SV-35 r_v PP = - LINE AND DISPOSE U in Y PP fAl'. ,,Io ?P I T POLE PP i -I"`• I \ (COST INCIDENTIAL TO •�Gl.l , I `-EX,IST. Q CONSTRUCTION OF NEW _ s � I I i 6" ENTEX SANITARY SEWER.) VACANT E%I5T 2 ENTEX nj ,µ .NOTE PROP. 12" WATERLINE I PROP. 12" S'ITERLiNE O .../// JJJ Q3 CUT, PLUG AND ABANDON ENi RANC`c ASPHALT � , ( PLACE IDE WATERLINES t GENERAL HAS BEEN MADE TO LOCATE In 10, NAME d: SIZE TOP NT PIPE 4t CEIiTERLINE OF ROADWAY 1 UNITED PIPELINE (34' CASE) 20.02 2 UYtiEO PIPELINE (76".CASE)-17.29 UNITED PIPELINE (28 CASE) '19,60 4 PANHANDLE EASTERN (19" CASE) 19,60 TO CAMENO MORAL iA w 40 (COST INCIDENTIAL TO VILLA AI091LE' A'.IEa:G t EXISTING SERVICE CONNECTIONS. SEE BELOW CONSTRUCTION OF NEW HOME PARK - (ASAeIDONEO) al FOR .STOUTHD `TERN 1BEL WATERLINE.) STRIP CENTER - ul y 2. EXIST. SOUTHIVESERN BELL h1ANHOLE:i TO BE <I ADJUSTED BY OTHERS. STA. 345+07.19 I 3. CA ION ' 1^' FIP,E HYDRANT - NI w - TREAT ABANDON AND ACTIVE GAS LINES WITH 1�• 6" GATE VALVE - - .EQUAL RESPECT. CONTACT ENTEX, PRIOR TO ANY ' 1" 12" GATE VALVE - - --. DAMAGE, TO FIELD VERIFY THE STATUS OF ANY ' CONFLICTING GAS LINE EXPOSED DURING CONSTRUCTION. 1,., 12"..x 6" TEE -.. -,.: .:, _. .,. SHEET TOTALS .. SPENCER HIGHWAY •' " - ` .. ..:, EST. ANAL UNIT DESCRIPTION i I I I I I I I I I I I M� I ±? �aa �z T~i1at= Of r�? r-SQUAY f,O.Wp - N.G.6 I�NGfirl P..�`.Y(. � C,I t Ise Exis�ing Rondx'eyI r PP.OP. A CUR3I PRO _ PP,OP. G .WATERLINE (NORTH) I I A.ROP. 1 i SAN. SEVJ. ,.. PROP. 1'%3" SAN. 340+00 341+00 SAiJ. 12" WAITERLItJE'SOIITH) I I I PP,OP. 12" (WATERL aRII ICTA 342+00 343+00 34V.+00 345+00 346+00 347+DO 348+00 N a HOR170f. VFR'ICAL COVTROt POINT NO SV-35 STA. 343+33+36.70, 4 9.0' R'. - 40 X-COORDINATE: 3224319.480 Y-COORDINATE: 686396.531 DESCRIPTION: 3/4" IRON ROD ON THE SOUTH SIDE OF '. SPENCER HIGHWAY APPROXIMATELY 150' WEST OF THE INTERSECTION OF RANDOLPH STREET AT SPENCER HIGHWAY, 35 ELEVATION: 25.57 - 1 e HORIvON'fAL_oV'RTICAI CONTROL POINT N12/-36 STA. 353+55.68, 50.9' RT. -X-COORDINATE: 3225334.607 30 Y-COORDINATE: 686447.354 DESCRIPTION: 3/4" IRON ROD ON THE SOUTH SIDE OF SPENCER HIGHWAY APPROXIMATELY 500' WEST OF THE INTERSECTION OF TREBOR STREET AT SPENCER HIGHWAY. ELEVATION: 24.46 25 (SEE SHEET 21 OF 32 FOR LOCATION) I 15 _ STATE DEPPN.T.`.IEN7 Ut HIGHY1.97S ROT. 10" SAY. SE`N. ,z;A AND PUBLIC TRAJ•1SPORTATION ' ^ 1D yai SPENCER HIGHWAY UTILITY ` ' J PLAN AND PROFILE 5 STA. 340,-00 TO STA. 351+00 su' J: 1NCP2 Y-co' AIVN!CI AL m, t - - :40' FEBEWLL Ago PROJECT 80, [SNtE ir 91(26)MX, ale. 28 AnAnA �j n•• ENGINE RING STA i R COUNTY _ COhiP.ViY, INC. rT7,+5 12 iW'.R15 Coin SECT. JOB NIGNH'AY No. 350+00 351+00 Sheet 20 of 32 nnin is nno.,a Mu SaP �I r STA.356+64,98 25.73E LT, a lAINI STCPAG_ S't 5_+21 Ot 21.E4' LT. PROP. SIN. M.H. GO 5 Cc PA_AD_NA PROP. SATI. h1.H. STRIP CEN ER I a /,✓/S PROP. 10' SAN. SEW. CO^IC. EXIST 15 — s" t„ 5' GATE VALVE I I SEW- PaRNtt1G '6" F78 cv,IST. ' II �� —j PROP. 6" C EXIST 10' SMi. — ',_, �I 1 I r— Y EIJTE% � WATERLINE PROP, IF SPN.J SEY(. &XIS— TT i Q 1D 2 _EXIST 10': SAN. SEN. 355l+00 N 8701'02' E —�"-•— II EXIST 127. Wn7ERLINE 3 =I_C_. 3 —PROP. 12" VATERLINE u o � - EY.IST. 6' ENTEX �I PARKING LOT VACANT N VAC PROP. 57' 15' SAN SEW. O 0.35% 0 STA. 358+89.26 23.50E RT. ~ PROP. SAN. M.H. . EXIST. 12" AC / 2" 12" WATER VALVES SPENCER. HIGHWAY I_ 1 I CCnlerline Misting RCcd Cy --'\ I i OF. tUl SAN. )P.I6' VlP.iER�NE (NOR I 12'IPROP. 1 II' SAY, S WATERLINO (SOUTH) ta' SnN. ser+. Arc = 1156.50 Delta = 34.41'3f 8+ 49a 25 t3' LT. Radius = 1910.00 Ton = 596.59 CB = S 763BRIZ E CO = 1138.91 y, 'ROp eXisT � � _ k prt� I v SEX N O EXIST. / .. 6' ENTEX if EXIST 21 SAN. 5-'/. EXIST./ S VJ. 5 S�CP' F c0 STEk CO ORf ' ROP. 12' /. SEW. PVC -EY.IST SWBT 9 — 4' "S' PVC VE � LEGEND TO BE REMOVED Q REMOVE OLD SANITARY MANHOLES AND DISPOSE (COST INCIDENTIAL TO CONSTRUCTION OF NEW SANITARY SEWER.) Q REIAOVE OLD SANITARY LINE AND DISPOSE (COST INCIDENTIAL TO CONSTRUCTION OF NEW SANTARY SEWER.) Q CUT, PLUG AND ABANDON IN PLACE OLD WATERLINES (COST INCIDENTIAL TO CONSTRUCTION OF NEW YlATERLINE.) NOTES t. GENERAL EFFORT HAS SEEN 1.LOCATE EXISTING SERVICE CONNECTIONS.S* SEE BELOW FOP, ESTIMATED QUANTITIES. 2. EXIST. SOUTHWESTERN BELL MANHOLES TO BE ADJUSTED BY OTHERS. 3. ,CFUTiON REAT ABANDON AND ACTIVE GAS LINES WITH EQUAL RESPECT. CONTACT ENTEX, PRIOR TO ANY DAl.IAGE, TO FIELD VERIFY THE STATUS OF ANY TING CAS LINE EXPOSED DURING CONSTRUCTION. aTnNT I x VERTICAL COMRO P-L OINi NOn��/-i5 a STA. 353+55.86, 50.9E 40 X-COORDINATE: 3225334.6.607 Y-COORDINATE: 4" IRON DESCRIPTION: 3/4" IRON ROD ON THE SOUTH SIDE OF SPENCER. T APPROXIMATELY 500E WEST OF THE INTERSECTIONION OFOF TREBOR STREET AT SPENCER HIGHWAY. 35 ELEVATION: 24,46 n HORIZONTAL&: V'RUA QO ROL QJ NO SV-37 X-COORDINATE: 3226268.716 30 Y-COORDINATE: 686279.408 DESCRIPTION: 3/4' IRON ROD ON THE SOUTH SIDE OF SPENCER HIGHWAY APPROXIMATELY 150E OO THE l I CENTERLINE OF THE ENTRANCE TO CINNAMON RID10 GE APARTMENTS. 25 ELEVATION: 26,99 (SEE SHEET 22 OF 32 FOR LOCATION) [. 255E ti 21" SAM11. SE14. � 0.09% 24" S N. SEVl. PROP. � 72 Pi �• � � �-�'1`z—.�_ ATERLIr.I ADJISTAdENT i STA. 358+04 . uNICIRAI. 1365 O �I coniaurI�I STA. 359+16 358+00 359+00 360+00 361+00 362+00 AND PUBLIC TPANSPORIAIIU<' :rA �G�a=�'. SPENCER HIGHWAY. UTILITY PLAN AND PROFILE STA. 351+00 TO STA, 31 EEu. FEOER Sheet 21 of 32 No. IN IN I I IF NFL I NIF IN clr:m:.wN LEGEND RIDGE A GEons TO 8E REMOVED / x / EXIST 9 - 4` "B" PVC BURIED CABLE Q7 REMOVE OLD SANITARY EXIST. SiiB MH (COST INC AND DISPOSE (COST INCIDENTAL + SANITARY OF 14 NEB'! SA\1TARY SEWER.) 00Q REMOVE OLD SANITARY a p Ta > S �'.�,.-! t M LINE AND DISPOSE O Q / _ E'! � �—� �'----_-- CONSTRUC ON OF NTI,.L �,0 H SAIvI-ARY SEWER.) 65+00 S5 'IT26—E N Q CUT, PLUG AND ABANDON ' 1<Lyl IN PLACE OLD WATERLINES (T7 —y-• Z (COST INCIDENTIAL TO J CONSTRUCTION OF NEW WATERLINE.) IF 11 IF FF--ASJ-37 NOTES W PROP. 12" WATERLINE ;n Iz CONC. ¢ 1. GENERAL EFFORT HAS BEEN MADE TO LOCATE I FlREWOOD //))`\ EXIST B" SIGt{� WATERLINE - EXISTING SERVICE CONNECTIONS, SEE BELOW %3 yARO / LEXIST. 6" ENTEX FOR ESTIMATED QUANTITIES. tOH 2. -EXIST. SOUTH'NESTERN BELL MANHOLES TO BE O DORSETia ADJUSTED BY OTHERS, TIRE 3. TR 1 `I .VACANT BEAT ABANDON AND ACTIVE GAS LINES WITH EQUAL R'eSPECT, CONTACT ENTER, PRIOR TO ANY _ _ Arc _ 1156,50 - - DAMAGE, TO FIELD VERIFY THE STATUS OF ANY Delta =34°4 i'32". - -- - - -CONFLICTING GAS LINE EXPOSED DURING CONSTRUCTION. RadiusNr 1910.00 .: -F IF. — .... ,Tan = 596.59 1 �.. ; SHEE ESf. FlNAI UNR __ 12" d,}f�1$L2.�25 ur RTICAL COIRROL POINT NO SV-37 STA 363+76.26, 54.9' X- .116 COORDINATE: ,.. 40 6862196488 Y-COORDINATE: 686219:',88 DESCRIPTION: 3/4" IRON ROD ON THE SOUTH S1DE OOF F CENTERLINESPENCER IGOFlTHE ENTRAAY NCE TO CINNAMON RIDGE APARTMENTS. 35 ELEVATION: 26.99 d HORI N L 1 V: RTCAL COYTPOI POINT NO SV-l8 STA, 373+91.39, 51.3' RT. " X-COORDINATE: 32271844229 30 Y-COORDINATE: 685726.977 DESCRIPTION: 3/4" IRON ROD ON THE SOUTH SIDE OF SPENCER HIGHWAY APPROXIMATELY 200' WEST OF THE CENTERLINE OF ENTRANCE TO CAPTAIN D's RESTAURANT, . 25 ELEVATION: 27.16 (SEE SHEET 23 OF 32 FOR LOCATION) �� q � ANO PUBLIC TRANSPORTATI01 ��;f SPENCER HIGHWAY UTILITY PLAN AND PROFILE STA. 362+00 TO STA. 3f PROPA S>1lA F!H - STA 375+26; 23.5' 1: EXIST, SAX. SEt'R, !.!H PROP.. 17 SO FEND, AS H.C°,C.D. CHANNEL PROP. 1Zx B REDUCER ARW140 BAYOU TRIBUTARY PROP, H' GV G BOX 8114A-00-00 �S PROP. 24' SAN, SEWER SOLTN!lESiERH BELL TELEPHONE CONTOUR IS TO B RELOCATED BY OTHERS IN T'Hc BORE k JACK PROP. 2Al VICINITY OF ARMAND BAYOU TRIBUTARY, SVIBARY SEWER UNDER CONSTRUCTION PHASE 1 PAVEMENT. y/ $ n col of d AAA c -'lla- MN jam r!'y 9/ �+ � rS.N:B.i. CONDUIT/� b I S;P,36; RO�P. 0'5iH j5r0FO o, EXIST. F.H. \A i F.N., 4' BURY 17 VALV< k BOX R.IH 370+00 I,-- SY.ISi. G EIS PROP. SAH. MH 16' U.E. %' l AT THE COMPt.E THE EAYBARY ' THE EXIST. 27* BE OPENED PLUGGED N04i1 p L�� INA u� 6� i II ST dtc0 PRcv. Itt'x z4' o 1E'�:5 CQASTAL V MH I ^\ PROP, 74' n 376+33; 23.5' LT. / AY.p rSEYIER(\ ox\� IH —, PROP. SAN. MH SIN1 9613 R.O.W. V EXIST. 1z' WATER .�„ (TO BE ABANDONED) n \ n S. SAL PINN \ III:I FROP. 17 FVC WATER LINE II! IT�iiE NCWITEX ICF SRE RE_LOO,CCAATED dW �i5i. 17 S-F.0 I ' I I I i, 'Uil _ IL 6' WATER UNE 12 w�1TER uN L UP.Oica'x. 2 C PVC j L C R'C c i 0+ 0.09 ;R{' 775+00 TIDIES: i. h9AN00N THE EXISTING 1T' WATER MAN AND TRAtISFFR SERVICE CONNECTIONS TO THE PROPOSED if WATER MAIN (SOUTH) OR THE PROPOSED G WATER MAN (NORTH). 2 A!L EXISTING SANITARY SEWER CONNECTIONS ARE TO BE CONNECTED TO THE PROPOSED SANBPRf SEWER, A DIRECTED BY THE ENGINEER. 3. THE EXISTING SWITARY SEWER MANHOLES ARE TO BE REMOVED TO 3' SELO'W THE PROPOSED PROFILE GRADE AND SACKFRLED VRN CEMENT STAfiILIZED SAND AS DIRECTED BY THE ENGINEER, 4. EXISTING SOUTHWESTERN BELL TELEPHONE PAN — ARE TO BE ADJUSTED TO MEET THE PROPOSED ROADWAY ELEVATION (BY OTHERS). 5. WINTAN 6' MINIMUM CLEARANCE BETWEEN hlE PROP. WATER UNE AND INLET LEAD PIPES, OR Ptti D..IST, UTILITY 6. UNLIFY LINE LOCATIONS AS SHOWN ON THESE DRAWINGS ARE APPROXI!AATE THE CONTRACTOR sNALL FIELD VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. 7. MLTIY RELOCATIONS MAY BE REQUIRED AT SPECIFIC ARE\S OUE TO STORM SEWER INLET LET PIPES. SEE SHEET £rf FOR INLET I.&' PIPE DETAILS. 8. MAINTAN 4' MINIMUM CLEARANCE BETWEEN TOP OF WATER LINES & PROFILE GRADE LINE, STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION 1 SPENCER HIGHWAY UTILITY PLAN AND PROFILE STA 368+77 TO STA 379+00 NICH1lAY PROP. SAN. SEVER AM STA 379+20; 23.5' LT. PROP. SAN, SEVIER MH STA 383+14: 23.5' LT. f- PANHANDLE EAST- rN GAS PIPELINE (TO BE RELOCATE)) _ G PROP, STORM SEVIER EXIST. FIRE LINE PROP. 6' PVC ti ciu VYAi ER LINE O J'I q S.VIA T. CONDUIT � 1ns °^OP. 24 SPENCER HIGHWAY 380-00 SAN. SEWER CL —� N 8°'42'35" E W Z _ _ 5 ENTEk� P �Q 5 �N. 5E1'f. � 17 Y/ATER 5_ PROP. 1Z' PVC I `' RE1110 ppnp 12" EXIST. 8" EXXON PIPELINE (TO BE RELOCATED) ((" 131, PROP. 6'x 6"x EI' TEE, hB SEE SHECT III i 0 PROP. STORM SEVIER INTE25E t'I o,J _ I PROP, 8'x 8" TS&V L BOX DET4it5 jrpygjl PROP. B"- 90 BEND. AB A = N PROP, 24' SMI. SEVIER o CONE m IX�ICIEMER CE a P.EA!OVE E%1ST. F.H. T PR P F i PROP. S'JJ. SEVYEft M `1 J. cAN. EVlER 1.14 E STA 3E7+20 23.5' L'. $TAr'un385+62: 23.5' lT. , y �� \ I !POR LINE VC�° O SAN. Sett. O i C2 E WnTcR o c � _ (� R.O.Yl. IS >. 11 Z S a £ '�� % o .P o tw.v' s'3 I ��4�3' TMP]ct/. sl 3 G cl m --� —`` ... _ _ — 1— b('(JPI tx JALK 'AA ti ENTFX )cn 6" SAN. SEMI. ` — TRPFFIC SIGNAL BOX ` n Ca- { CB \ 17 WATER J SPENCER HIGHWAY ueE Z 2-12"x45' PPP s% COS CUT & P UG If W.M. Er ENTEX 12"x 12' TS&V & BOX 17 WATER BENDS, AS \ o EXIST. 20" WATER i.{AIN (TO BE �;yS�EL' �'1'T^r(''�' RELOCAiEOAT PROP. S RM SEYIER) ,.'9. !`";, �:i: SEE SHEET NO, E<IST. 4 NOTE: 48 HOURS PRIOR TO BEGINNING CONSTRUCTION WORK IN THE VICINITY Of STA 379+35, CONTRACTOR SHALL CONTACT TEXAS EASTERN 13) 7 I9-521 CORPORATION BY TELEPHONE AT PHONE N0. (T C 7TRUCTI 1 AND INFORM THEM VI THE DATE THAT CONSTRUCTION WILL BEGIN IN THE VICINITY OF THEIR PIPELINE. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION WORK IN THE VICINITY OF STA 387+30, CONTRACTOR SHALL CONTACT EXXON PIPELINE COMPANY BY TELEPHONE AT PHONE NO. (713) 963-3500 AND INFORM THEM OF THE GATE THAT CONSTRUCTION WILL BEGIN IN THE VICINITY OF THEIR PIPELINE. �%, O.C9 I \ .\ ` —21 SA:. SE1V. PROP. _78'x _P� 190'x 2a PVC C PVC + PROP. 2�" o P/C PROP, 154 F 24' tl P O.OP 7 PROP. 20" STEEL WATER LINE , 2T SAN SEWER 0.09 7. + 0.09 : RELOCATION wi' IN, CUR PANHANEASTERIJ 16GAS PIPELINE DROP_.STORM— 10 — (16B'E—R"LOCAIEDT s N i — J o _ 5 /=�H=�" —��-1^ a c 5 ta30 r G a scuEr�sO'x.,Y=sv, y �, SPARK6ABARLO'If,INC Ll� 520 = 0 u Ll — 360+00 � I J65+00 390+OD NOTES: i. ABANDON EXISTING 17 WATER MAIN AND TRANSFER SERVICE CONNECTIONS TO PROPOSED 12" WATER MAN (SOUTH) OR PROPOSED 6' WATER MAIN NORTH). 2. ALL EXISTING SANITARY SEW R CONNECTIONS ARE TO BE CONNECTED TO THE PROPOSED SANITARY SEWER, AS DIRECTED BY THE ENGINEER, 3. THE IXISTING SANITARY SEVIER MANHOLES ARE TO BE REMOVED TO 3' BELOW THE PROPOSED PRCFlLE GRADE AND arCKFIU-ED WN7H CEMENT STABILIZED SAND. 4. IXISiING SOUTHWESTERN BELL TELEPHONE MAN - ARE TO BE ADJUSTED TO MEET THE PROPOSED ROADWAY ELEVATION BY OTHERS. 5. l.TAINTAIN T MINIMUM CLEARANC BETWEEN ROP. YlATEP. LINE AND PROP. INLET LEADS OR EXISTING UTILIZES 6. UTILRY LINE LOCATIONS AS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. THE CONIRACTOR SHALL FIELD VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. 7. UTILTIY RELOCATIONS MAY BE REQUIRED AT SPECIFIC AREAS DUE TO STORM SEVIER INLET LEAD PIPES, SEE SHEET ZIC FOR INLET LEAD PIPE DETAILS. 8. hWN7AIN V !JINIMi CLEARANCE BETWEEN WATER LINES 8 PROFILE GRADE UNE. STATE DEPARTMENT OF HIGHVAYS AND PUBUC TRAJL•'I i.::. TATION SPENCER HIGHWAY UTILITY 5 PLAN AND PROFILE STA 379+00 TO STA 390+00 SHEET 24 OF 32 m.ru E£dtM1 xo rnoien uo' rs2 CRP 91(26)AIX4 ETC. Ia434- 16 °12o 7"'AS Hut!IS 1 co.T. I SET. I ma I Y.mmy 110. ONU SII 'EE HOa N. SEN. Mil F26; 23.5' LT, PARKING 24' SA:. SEN'. � COIBEN CORRAL - PROP. SAN, SEW, I` STA 395+31; 23.5' LT7 a rr�S s 2' Wr R 6 iEYi=Y. c o. FARKI'4G y P..O.YI. S _ arzzA sAr_ — Hlif FA40.1 CUi-Q SPENCER INS. N- (I ii) A;IMAL C! CUP.L'L ! HOSP. L T if � ( i I I IY wA-= LINE PROP. i0P OF CUP.D -, •• cYIEX S-ROY( PRbP. 124x 24" 0 PJC 70� 0'+ Ooa 0; I PROP, 401'x 2+ C PVC GI+ 0.09 % I I � _ D� I\c� Ira rII — 390_00 ti b I vG'i I 395+00 PROP. SAN. SE2K511�T SA 199+52; �. CONIIECT EXIST. 1Y SA1, SEWER TO PRO?, SAL SEWER IJ4 �a L T PROP. 6 PVC STRIP C YlATER UHE �) DROP. SAI, SEWER Mil F1T4 -0 S1A 400+57; 23.5' LT. 1Y S91. SE!�\ Ir (/ crvi FIH sal. sEri'T\ cS x ¢ 10 2;1s+IN sRR Z o I. 1Y P.CP:ylt� _ + o -- B' FORCE HAIN i' EtOEX 'Q C NOL'R—"� 400+00 N PROP. 24* SAN, SEN. Li 0 —I II IS C9 CO I t'll JL�1Y WATER Is s \\\ _. Ex15T. G AC W.I.. /.L �I o J el wN. ❑ SHUN �t C9 LOVE 1Y SA7. SEN. ry rc FLO'.YE4s cod �.o.ri' ITLI o O .� P,MM SFEPICER HIGHWAY 1r NI �'n II PROa. 6 WA -ER LINE IN n011 —ERtsT. 2, 5'N. sErt PROP. 101'r. 24" 0 PVC G + 0.09 % � PROP. 41'x 4" 9 PVC i + 0.09 %I—, 417'x 24" 10 ?VC G + 0.09 � 400+00 Ns�Es. 1. ALL IX:SRNC SEYlER CONNECTIONS ARE TO DE CONNECCTEDTED 70 THE PROPOSED SANITARY SEYIER. 2. THE EXISRNG SANITARY SEWER IAANHOLESARE ED TO 3' BELOW THE PROPOSEDRADE AND BALKFlLLED WITH CEMENT STABILIZED SAND, 3. IXISTINC SOUTHWESTERN BELL TELEPHONE TJAN— HOLES ARE TO BE ADJUSTED TO MEET THE PPOPOSED ROADWAY ELEVATION (BY OTHERS). 4. 6WMAIN 6" MINIMUM CLEARANCE BETWEEN THE PROP. WATER LINE AND INLET LEADS OR IXISTNO UDLtT.ES. 5 PP OY.I:AATE. THE 'SHOWNS AS CONTRACTORSHALL FIELD VERIFY ON THESE GAL�E L LOCATIONS PRIOR TO CONSTRUCTION, 6. UTNY RELOCATIONS MAY BE REQUIRED AT SPECIFIC AREAS DUE TO STO'nbl SEWER INLET LEAD PIPES SEE SHEET Za FOR INLET LEAD PIPE DETAILS. 7 LINE tsNP4' MIFM M C IJPI�E. CE BETWEEN WATER ROFI STATE OEPARIIAEM OF HIGHWAYS AND PUBLIC TRMISPORTATION SPENCUR�THIIGHWAY PLAN AND PROFILE STA 390+00 TO STA 401+00 SHEET 25 OF 32 FE6.Rp. �xnc, •0 PRCJEa N0. FROP. sm. SEV. SiH E0 PROP. SM SEW. MH , STA 409+72; 23.5' LT. STA M1O2+73; 23.5' LTI J - PROP. SAN. SEW. MH R.O.Yl. �v, PROP. 24' SAN, SEW, PROP. 24• STA 405+97: 23.5' LT. D, rSAN. SEVER _ JACK'S GROCERY o FOUND. LU tl 7SMI0007L�" BOY, f C = G .RIP. GIII PVC COVERED °RARING w R.O.W. c . PROP. LINE VC C _ a — n. 's e n y ^ v 1 t. serf B s r c „ ? ::I s ='i (' CC�t t'1�iRI i�v=B4QFb '1Y RCP NS 4 N S IS 2-4Y RCPS 'n iG I IsLe + -.—.R E" c`.— r ----- _ Civ --- Q 4' Gx1. SEA. .. 405+00 C SPENCER IIIG4W;Y r —i' H- {' E1TfcT' 1.-.- r a T— -r r S.Vl2T. CO CUP —t 410 i / -I B U Q r rcl c y 6.V1 B.i. CONCUR a C Y�G �` - r `17 VIhTER 51` - CH r IIL—J'' ! Iry \\ F C6 LL• 6 I u in �3y �Cgu $ U le RCP i°' co\ _ � If WATER R o.v. r N o p Fir 0 `iADDO'S F/ L—/C8iM0'Rl. PENCE CBi r ftEsr. .UFtL "c DISCOUNT THE g ¢\ 1/UF:L-R � A cpw \�Y/ L fJ —J Y LE SPENCER HIGHWAY Ail PROPNTE . G' WATER LIN° _ CERLINE EXIST, RONJVWAY III NOW N-ROV1' I i I I EI.'tEX I r INTER �INE I I r PRO I. G WATER PRO?. TOP OF CiRB /" / WATER S-P.0'N- S-R0Y! I �24' S'n6tIuC0 / - - 'I _ _ � . + I I �- PROP .09 29 PROP. 320'x F4 9 PVCPFF H 1r 0 _ t-'-�• 410+00 I I 4os+aD __ NOTES. 1. ALL EXISTING 1 Y SE'NER CONNECTIONS ARE TO BE CONNECTEDCTED TO THE PROPOS"EO SANITARY SEVIER. 2, THE EXISTING SANITARY SEVIER MANHOLES ARE TO BE REMOVED TO 3' BELOW THE PROPOSED 35 PROFILE GRADE AND BACKFILLED WITH CEMENT STABILIZED SAND. 3. EXISTING SOUTHWESTERN BELL TELEPHONE MAN- HOLES ARE TO BE ADJUS eD TO MEET THE PROPOSED ROADWAY ELEVATION (BY OTHERS). 30 4, MAINTAIN G' MINIMUM CLEARANCE BETWEEN PROPOSED WATER LINE 2 INLET LEAD PIPES OR EXISTING UTILITIES. — 5. UTILITY LINE LOCATIONS AS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY ALL 25 LOCATIONS PRIOR TO CONSTRUCTION. B. UTILITY RELOCATIONS MAY BE REQUIRED AT SPECIFIC AREAS DUE TO STORM SEVIER INLET LEAD PIPES. SEE SHEETS 31t$ FOR INLET LEAD PIPE DETAILS, 7, MAINTAIN 4' (2!ITIMUM CLEARANCE BETWEEN THE WATER LINE Ix THE PROFILE GRADE LINE. 20 17.65 IS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION SPENCER HIGHWAY UTILITY PLAN AND PROFILE 5 = STA 401+00 TO STA 412+00 EET zs __.. ._. F,9.Pp. F•.1rF0..� ADD PROJECT NO. CENTERIIHE IXIS. RON N-RI S-ROW IT' wAi�R 11NE�- I iC 6'h'DT zs s.'ai. sere.=. —� 415+00 SPENCER HIGHWAY 4' �xN� � I 24' o FVLI � PROP.I 173'z 24' d, PJC W Z J 2 U t NOTES. 1. ALL �XISlNO SANITARY SEWER CONNEC710NS ARE TO BE CONNECTED TO THE PROPOSED SANITARY SEEYEXI 2, THE EXISTING ED TO 3 SEWER MANHOLES ARE RATER, LINE TO FI REMOVED N D BELOW THE PROPOSED PROFILE GRADE AND BACKFlLLED WITH CEMENT N—ROW STABILIZED SAND, SiR0V7 3. EXISTING SOUTHWESTERN BELL TELEPHONE MAN— HOLES WEST OF CENTER STREET ARE 70 BE ADJUSTED 30 TO MEET THE PROPOSED ROADWAY ELEVATION, MANHOLES FAST OF CENTER STREET WILL BE RELOCATED (BY OTHERS). --, {. MAINTAIN B" MINIMUM CLEARANCE BETWEEN LAIN. CIR. PROPOSED WATER LINE AND INLET LEAD 25 PIPES NE EXISTING AS SHOW 5. AP UTILITY UNE LOCATIONS AS SHOWN ON THESE ORAIYINCS ARE LOCATONSP THE CONTRACTOR SHALL FIELD VERIFY ALL LOCAT10IE PRIOR TO CONSTRUCTION. 6. DRLE TO. LOGM SEY MAY BE REQUIRED S. SPECIFIC AREAS E 1938 20 DUE SHEET 21 SEWER ILET LEAD PIPES. SEE SHEET STREET FOR INLET LEAD PIPE DETAILS. 1 7. SEE CENTER STRC PLANNECI k PROFILE SHEET SANITARY v71i x_14. FOR DETAILS ON CONNECi7NG EXISTING 18' SANRAAY SEWER UNE 8. MAINTAIN 44 MINIMUM CLEARANCE BETWEEN WATER 136'x 18' 0 PVC LINE AND PROFILE GRADE LINE. IS -I o SATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION ID — r'1 SPENCER HIGHWAY UTILITY PLAN AND PROFILE STA 412+00 TO STA 423+00 5 SHEET 27 sc;,rs:r=sa'x.,rms^Af`ozw. XD P.:CaFc :; �15PARK5hD.WLQe0NC sinr'--I ?1A?�cou,n PROP. SAN. SEW. 6!H 4 SIA 427+99; 34.5' LT. PROP. SfN. SEW. MH tN DINE C STA 431+25; 23Rr LT. �}I PROP. CAN. MI. MH = '- PROP. FVO STA 424+50; _3.5' LT. � _ WATER LINE C3 CSPROP. IS' /%� 16 4A11. 150 SAIL nil SEi7.. Trc V. tT i �� I 3' TYP. O O SAIL SEWER / / R.0.Y1. 3' ttP. I6 I� �c I `1 1 S + rc �--4' F.tila vi _ _ _ _ _ f - m ._J .. 4 dd 425+00 C SFENCER HIGHWAY � 30+0'-f o _ JP'r Lt I --. , NI .iJ r o Z W r - ✓1-x M1 \—R0.7. EXIST. SMST. CONCUR If WATER ., TO BE RELOCATED (BY OTHERS) INN N y.` . 3.144.B.T. CONCUR = 'T �•r9..r(104 fir: SPENCER HIGHWAY �, y � � ,�� SHEET TorAts ES. FlW1l UNR OESCRIPRON I I I I I I 1 I I I I I I I I IF I 1 I I I 1 I 1 I I 1 I - NOTES 1 TO BE ICONNECCTED TO THE STING SANITARY 7 PROPOSED ER CONNECTIONS E SANITARY SEWER. N n II. V 35 2. IEXISTING REMOVED TO 31' BELOW THE MANHOLES SEVIER ILI- TOBEPROPOSED -2> PROFILE PAGE AND BACKPILLED WITH CEMENT 35 I ' Ml RLIN EXIST.-ROAOWP, MI y_R�I,/ STABILIZED SAND, PpQP. 0P. MAN — PROP. 0' WATELR LINE - 1 l _ G Err,<x �S-ROY7 3. HOLEEXISTNC SOUTHWESTERN BELL TELEPHONE ED 0 CURB l L1= •;;ATE? Ill R W FAME% �_T HOLES AND CONCURS ARE TO BE RELOCATED N kOW I ( ( I c ' I ROP. 6" W TER LINE 30 ( )' T- BY OTHERS 30 --/I Y V a —T ,>*----1-- _ I- L 1-Tf,T = -� 4. PROPOSED '4ATERI LINE AND INLETNCE S BETWEEN -� IIIpl _ = r / - II _ PIPES OR EXISING UULITIES ALL L_I 1. u S. UTLI Y LINE LOCATIONS AS SHOWN ON HElE VERIFYDRAWINGS E � ( I . i .. .L� ..i u . � I NIL.. CL i IT\ I ClR ' -41! ' I CIR - 5 LOCATIONS RE P4104 THE !:AY RiU REQUIRED ACTOR U 25 it 6. UTILITY RELOCATEC.:-: .N B RcQUIREO AT SPECIFIC AREAS i" 1 �- I I I _ 7 - - -- �'- DUE TO STORMS ! R INLET LEAD PIPES. -_ L--__ _ - - .. -- __-_ - - SEE SHEET H FOR INLET LEAD PIPE DETAILS. -._ I. - - j 2L`'39 20 7' MAINTAIN NE @NPROflLEIF�UMCL�J�FMANCE BETWEEN WATEP. L 19.38 I I �- -_ I_- -�-i/ I IE NE 20 r- T T I I -'1-- t i 1- li I 7 T v- T---i �- / LI I 11 I\ - PROP. 1�3'x 19' 0 PVCI L W PROP010©+ 2J .+ 0. OP OP. 345x 1Er 0 PVC PP.OI16 S.W. SN. & + 0.10 '. 148'x 18" tl PVC 5 4f 0.70 R =I I I i I I 1E SAUL SERER El STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION D SPENCLJTLIIIYHIGHWAY PLAN ROFLE al I 5 STA h 3+OONTOPSTAI433+00 J ( SHEET 288 OF 32 su J K \ SCALE7'=50'H„ caEALL AD P caECT r ° I _ N I ( s CRP O I(26)MXx ETC. 2g8 i k ( SSPOPK``x L^^H,INC STM ♦ COu:tt Dvi ItIp — °� TEXAS 12 NARRIS COAT. SECT. :09 425+00 430+00 —_ I B020 12 009 MH^,rA w0 1- ti V) N�� N � WW1 I PkOP. ' FVC v 50' vlATEP, IiNE ' STRIP R.O.W CETcR r I '�I PROP. 5 C.V. d BOX = I In PROP. !7x 6 REDUCER I a RED P R, _ PROT. S N, SEW. MH SA .34+02; 23.5' 1. PROP. SAIL SEN. MH a s I t In STA 436-95; 23.5' LT. z .. CBG Ic c - vi fl. V ¢ P6u u, `y 1 R.0.V7. c N'c f S ( F w O ^ O e PROP. 16' JJJ. SENE4 CB b I v /— _ _ _ _ ry mp 435+eD PROP, S' FORCE MA !�— � Amy.cB v�NQSPENCER HIGHWAY 410+00 W >.W.B.i. CONCUR Ij o ' EN'TEX.. o Z Z 30M POP I i 6, I FIST r 4 CCNP 'N>, .R g 5191 4 LL ( �MI" itE R.O.W. I rc L f'c vA'ER z �" •n fl 27.50 / \ 5' y� ` SWOT. CONDUIT TO ( BE RELOCATED 6Y OTHERS. BE R ry H PROP. 1_ T.S.Fx V. i FORCE MAN- t 0 e 5y PROP. Ir 0 P`IC FORCE MAIN (OREn1 CIAT' COMSTIZUCii O1J) FOUNTAIN ( I I';• _� (z E d PROP. 6'x 5' SM. �YfR. IST E V EX. ErFORCE MAIN 60X = = 26.75 24.50 W a NEc?WP B!::.0 ^ROTiER = - 17. AFr. AUTO SHOP FCCC9+SORE �^° J We y�yOSE% TIE PROP. IF FORCE MAN50' ^W-"N INTO EXIST, 8' FORCE lAP:N N R.O.W Nl 2 ✓ �� ` � CUT IN 45 BEND W r F w W �x,r. SHEET TOTAL? SPENCER HIGHWAY �2 'Z v?o - ES . FINAL I UNIT OFSCRIPDON I I I I I 1 I I I I 1 I 1 I I I I I I I I I N I I I I I I I I I I I I I I I I I I I I I I I I I f 1 I 1 I I I I I I I I i I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I f 1 I I I I I I f of N i. ALL EXISTING SANTARY SEWER CONNECTIONS ARE TO BE CONNECTED TO THE PROPOSED SANITARY R. SEVIrn� CEIISTING CENTEP.LIN'c EXIST. ROADI4AY 2. THE SANITARY SEWER MANHOLES ARE `•+ 35 TO BE REMOVED TO 3' BELOW THE PROPOSED 'LR O.'s_5 Y51TiLtYcZ� Y-POv7 I PROFILE GRADE AND BACKFlLLED WITH CEMENT — I c, S-ROW I a STABILIZED SAND. 3. EXISTING SOL MYIESTERN BELL TELEPHONE CONDUITS PROP TOP N-ROW } +' 1 1 1 r' S-ROW AND MANHOLES ARE 0 BE RELOCATED BY TRESS. 7 0 J OF f �_ N_ T ' 30 4, MAINTAIN 6' MINIMUM CLEARANCE BETWEEN _ _ _ .aa PROP. WATER LINE AND INLET LEAD PIPES -ICU$ —,T - - OR EXISTING UTIU11E5. l TIN. CR. T I ��.�_ � � _J' L- I�' \ I I �I I I Fq _ 5. VPUII' LINE LC THE CSNAS SHOWN THESE O�FG� E _ SHALL FIELD v __ Q CLRI.- I��I LOCATIONS RIOT TOCONSTRUCTION. 2$ 127 1�p-?_�I Or MIEN. -L--�i_ � 6. RELOCATIONS MAY BE REQUIRED AT AREAS _ ._ --='�Er;3T�lACO .. U TOS SEWER INLET LEAD PIPES. - U __�_ Imo_ I ------ ) SEE SHEET ZlM FOR INLET LEAD PIPE DETAILS. .____� - -1 ..___— -- -- L_ �, f r IL 20.39 __ 1 ]. AIaIMAIN 4' MINIMUM CLEARANCE BETNEEN THE WATER' I�� c--r-- --I r--i 20 LINE d ME PROFILE GRADE LINE. 20 asap.P/C FORCE MAIN (Lt tANlHG4;) m LD J PROP. 10O'x 76' 0 PVC I PROP, 289'x I76" 0 PVC II. —� J 7� b' + O.tOIR + 0.10 '•) I I I IInI 75 1 fo .N. sE 1. .15 STATE DEPARTMENT OF HIGHWAYS AND PUDUC TRANSPORTATION i 1° SPEN HIGHWAY _ LITILI — PLAN AND PROFILE STA 433+00 TO STA 444+00zs s SHEET OF 32 s _ SCALi'=50'H.,1'=5V. T•'F�' t=OEP.LL AID PRN:"C tt0. ^ sRi:t• R _ n 'v' 6 CRP 97(26)!AX. ETC. �Q J1 0 TEXAS 12 HARflIs O� .iIU I Csvmd N'TY uO. 435+00 440+00 6020 it 009laN R V! fj 60' SOUTH CITY LIMITYpp R.O.1Y. J' ^ PARK p L.NE OF IV = F CITY LIMIT W E � I.IIiE OF ;J,PORT[ 1:111E i u�u11 fL7 PARuKING I cOUPE=lM:RI TEXCO T CRCCF/ E iiI VIODIL Ip ©A ❑=_D' oUP'R ! C _ o gW Q u V-UJ PRO AAAAll uv o All u At An o In jJ o AAA i >r �� '2 m — a — -- r ll w � - — - _ - _---, -- — _ _ --- Q 545+00 SPENCEP. HIGHWAY 450>00 Vl cn N 86'58'287 E A.�—.r. w Z Ld .. �a Pj ^ M s C: .8 CNiE% EII� LIXIST_S.W.5.T. AAA U n c9 � u I CONDUIT To L'i b o' b= i" BE RELOCATED DY OTHERS. I S = b -AAA rviSf, s.w.B.T. cONDur TO 1 0 ox I BE RELOCATED BY OTHERS. �_' C11 0 CITY OF ' BE I� PASADEJ A - LAPORTE' SPAN: Y S 9ER'r.Y'S PIZZA NFEED SPENCER HIGHWAY SHEE Talus EST. FlNAL UNIT DESCRIPTION I I t I I i I I I i I I I I I i I I i I I I i I i I i I NOTES. 1. EXISTING SOUTHWESTERN BELL TELEPHONE IJAN- HOLES AND CONDUIT ARE TO BE RELOCATED BY OTHERS. ' T 3] 3 RTERCIR I. TT7WA N�R04'! PR P. TOP (� S-RO'I OF CURB S-ROW-� ( 30 ' A144 ' j -'---�_ -'- - zs --- -- 25 1e' s'. T :acD � I ��l I � 1 � � I � 1 6 IT Sal uc0�—^ 20 _ 20� I I �L 15� I _ STATE DEPARTMENT OF HIGHWAYS ��J AND PUBLIC TRANSPORTATION I _I I I 10 R `f SPENCER HIGHWAY 101 = —p UTILITY —I PLAN AND PROFILE = STA 444+00 TO STA 455+00 SHEET30 OF 3�2 5— N — o a a _ a SCALE: 1"=50'H.. I'=5N. P'6 «.DER4. AD PRDIEC N0. aC i w W G - - ¢ c CA. W z I CRP 91(26)MX, ETC. 90 G L - '� IxA b b ^ SPMK LDAALOeY,INC SAT? t roVt✓7 ca-i bN - - b n m 't ^ IN A .: TEXAS 12 HARRIS — CO:R. SECT. JOS IIRll t1D, O 450+00 +00 8020 12 010 AIH 445+00 I� 0 0 a i CEM E�"E RY O � CEMETERY OD O R.O.N. t. ° O IN Y J`� — --- Lo 4 I 460 00 1L SPENCER HICW;AY 465+ 00 —rN 86'53'28E W Z W �� J W _ R 0 V/ PIC i-_..._y ... ... ... ... --? _ U s o s, _ .., 17 III x t, --r EXIST. SAW.B_T, CONDUIT TO o �.' yl '� 6„ E�'TE `R-E 6c RELOCATED BY„01HERS, �n O v x 5::1.0,T. CON O IT 0 to PETITE m rJ� 6" ENi'% p5 U GRAV1 AIOTOROLl _ CHILD CAfiE O 5N1 CovaU— wi L SURVEY �� r= 5 fl 7R.O.W. fi0 J R.O.W. RO6ITA'S REST. - SPENCER HIGHWAY SHEET TOTALS EST. FINAL UNIT DESCRIPTION I 1 1 I 1 I I 1 I j I I I 1 1 I 1 1 I I I I I 1 j I I IpwI I i NOTES' 35 1, EXISTING SOUTHWESTERN BELL TELEPHONE MAN- 35 I 1 T HOLES AND CONDUIT ARE TO BE RELOCATED 1 BY OTHEftS. CENTERLIN EXIST. RIADY7AY S-ROW ( ROW 30 I I _ I N-205V (5' ENTEX N-fli 1'I _I PROP. TOP OFCURB--V��— 25 2 - 2p l� 'ST Lin ,S 10 o I I = SATE DEPI OF AND PURLL CMEWTRANSPORTATION HIGHWAYS � I I _ I I_ --_J I _I s ('1i: SPENCER HIGHWAY UTILPLAN AND TY SPROFILE STA 455+00 70 STA 466+00 SSHEET31 OF 32 ` 5 C' iELEML 69N NO ER CRP^91(26)N%, ETC. ��l- I lu I ,,� GPARN2 &ntRLO'N,INC 91A1E CCIRT! in — I y TEXAS 11 12 WVERIS Vl I COt!<, SECT. :CL II;LI:A'AY N0. 460+00 1 465+00 8020 12 010 IAH 4554 00 H.ILL0W D. CHANNEL WILLCW SPRING 'oAYCU SIAI4 BRIO B112-00-00 �GM1IETERY Q 0 BPIDGE ' O EN 4 RIDGP 25O VolND STP 7 M1+ c f X=3237195.3400 I � � Y=506219.16219.i337 co R.O.W. co c 6 I 11 SPENCER HIGHWAY F- (n . _�__---. T _ . _r 470+00s r— 1 �— . �_yJ!_ . _i . --I- —'t— a o — —ry—� ; 11 N Bfia"8'26" E LLI .. CON5U0 ... i .W R.O. S.1'i.B.i. _ EXIST. S.tY.B.T. CONDUIT TO a I a 7201 BE RELOCAi EO BY OTHERS. FBI L EA s SEg r R o z END PROJECT I c �I END CSJ E020-12-010 SH NC SPENCER HIGHWA( SHEET TOTALS ES, FINAL IUNIT I DESCRIPTION 1 I I I I I I I 1 t I I I I I I I I 1 I I I I I I I I I I ( I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I NOTES I 35EL 1 MAN— BTOL 35 I I I HOLSESNANDOCONDUITEARE HOLES BY OTHERS. BE RELOCATED. ( 30 ( - T'RCIREF7fSl. 6 ENTER I �PRiP TOP OF CURS N-<R..O�Y� 25 - —I I nil gn In II I 15 1s J lU Si. lest 10 STATE DEPARTMENT OF HIGHWAYS I I --'If AND PUBUC TRANSPORTATION (_J S.'!.6-. MH A 196 I I I I ( I 5 _ r. SPENCER HIGHWAY 5 ( _ i I PLAN ANDI PROFILE STA 466+00 TO STA 474+07 SHEET 32 OF 32 6 anaECT o NO. S,: f'DME NR I 6 CRP 91(26)lAX, ETC. ,292 'a r �Iv n s-y SP.ARKA BJRLO'N,91C sAM .A rourm � TEXAS 12 NJRR15 I T co S-112 I1G415IVO. I I 470+00 � I 6C2C 72 O10 10 FIH It") or Perrino qb G \ \ LIMITS CF \ �G!f O.\�^ n. BROKER \Y r- !CW CHORD ELEV. = 32.74 �� Y.\�o CONC. P.IPRAP '\ PROP. 9' x 6' BOX CLVRT. r 4TIMITS OF EXIST. CONC. APRC;7 / \\,0. \�\\'' '\ TO 6E RE!.IOV<D V CC 1C CHANNEL...LINING ROW EXIST 2 d P,CP m TO. BE FEMOr'D ROW STA. 176+13.6I \ BCRING B 10 31 L1 Q EXIST Ct ANJ L \ STA 774 t HCfCD UIIT EXIST. WATER VETER�\4 \t T Cc IV a 174+CC EXIST. WATERLINE TO BE REMOVED_ Benchm-ark Data _EXIST. `- S2i CO. MH BEG'N BRIDGE (EXIST.) STA. 175+07 _ N 87'IC Ot' E I � t APPROACH SL 0 -/ a i SE 6"6 STL GASH SE GAS1 EXIST 24 a R�'-"1�"-- 3/.''o Iron Rod -- Sto. 173+25.36, offset 47.29 Rt. in (rant of Alto Visto Church. Elev. X-Coordinate: 3207328.490 Y-Coordinate: 685522.612 HCFCD B.ht. E1188 N.G.S. located in Sidewalk of southeast corner of Bridge H.C.F.C.D. El. = 32.53 (1978 Adj.) Project El. = 33.01 HYDRAULIC DATA = 3.030 cf' Vim = 3.95 ft/sec 100 Yr. Water Surface Elev. = 31.94 50 Yr. Water Surface Elev. = 30.A5 NT STA. Q � BENT STA. :0 35,97 ` T 175+\ 97 II--e9*+2�'_-� 9273D YP \ �— rr it LI ` "rHAriNFI ' `LINING _ LIMITS 0. \ T t CON C CVA I J_L ' LINING + \ Va 1646 = 713 EIDER H.C.F.C.D. — BRIDGE LAYOUT SCALE: 1' = 20' PVC STA. 174+87.97 +0.35` PVI STA. 175+49.97 ELE`J. 32.50 PROFILE GRADE LINE —SPENCER HIGHWAY EiORIMG N 10 4 ELEVELEV. 32 40 Gray Sandy Clay -st 11 (F II) 30 Cray a .d CIO stiff (F l) fe 6 Gray I 20 Vcry gun / J--Y(flis Is 10 ;g l9Ipry fy.S ton clay- Y%A Red Sandy clay j✓�6 I .n D stiff -10 Red A light grey clay. stiff -. _. -- . 17 is -20 ry�J� " C 21 _30 u PELOCATED 72" OUTFALL E%IST SIGN LIBGF --91 1— EXIST. CEfIO APRON TO 9E REA!OVED ��--EYIST POWF"n PCYE TO 2E RELOCATED (BY O7HEfi5) IAH EXISTS 72' DOX LL1HT. �- -- PO4 STA.176+1361 1 OGE 50 Ll SWOT CO. MH �_---T�-- �' EDGE CE EXl$;�Sx PAVEl.�ENT APFR0ICH AB 177}00 x \ EDGE OF CXIS . PAVER NT RCJ -STA 176+7009 °V _ �-XIST_SIG7 50'RT. --- 2S'27'3D' P. BOX LI!tlTS DL- "U" - DP.OKEN EXIS i. REMOVED APROtI CONC. RIPRAP TO BE RELIOV<D (See Typical Section Sheel 245) T pe i ypc F 46'-0" 20'-5^ 29._7" ---RIDGE PHASE III PHASE II PHASE I 1'-5" 10' 4'-9,i� 41'-0" 41'-0" Roodwo R'-9" f0" Profile Grade Line Type T502 Roil f502 Rofl 2 Rail :00 n Profile Grad. Line j�Slope 0.02E per Slope 0.02' per Foot ( e_.1 `12" x 46" Prestressed Cana. 18" Sq.Prestressed Box Beams (Typical) Conc Piling (Typ.) 20-12"x48" Box Beams + 3-12"x36" Box Beams + 20 1" Joints + 2 - 1'-7" Ducts = 93'-10" 1' Overhang " TYPICAL CROSS SECTION LOOKING EAST (PHASE III) Scale: 1" = 10' Type PR Rail —¢ av Wmrdin< t_ �erhang GENERAL NOTES• 1. DESIGNED ACCORDING TO AASHTO 1989 5. CLASS "S" CONCRETE -- fc = 1440 psi. SiANOARD SPECIFICATIONS. CLASS "C" CONCRETE -- is = 1440 psi. (H520-44 LOADING) 6. REINFORCING STEEL DESIGN: 2. FOR DETAILS OF CONCRETE RIPRAP, SEE IS = 24,000 psi WHERE OR. 60 IS SPECIFIED STPNDARD DRAWING RR8 & RR9. (SHEET is = 20,000 psi U.N.O. 53) 7, THE CONTRACTOR SHALL VERIFY LOCATION OF 3. FOR TRAFFIC RAIL AND PEDESTRIAN RAIL UNDERGROUND PIPE LINES, CONDUITS AND STRUCTURES DETAILS, SEE STANDARD DRAWINGS T502 BY CONTACTING OWNERS OF UNDERGROUND UTILITIES & PR. (SHEETS 462 & 463) AND BY PROSPECTING IN ADVANCE OF EXCAVATION OPERATIONS. 4. All DIMENSIONS ARE HORIZONTAL OR VEP.TICAL AND MUST BE CORRECTED FOR 8. PILE CAPACITY IS BASED ON SKIN FRICTION. GRADE. CROWN, AND/OR SUPERELEVATION. �vcn.+u. BORING !l it n 9 Equal Spa, q bet 9'-t 3/S" = E2'-3 ! / s 4O d PP R 19� A1.d. d (FBI)_:. E fl I J%6 5 01 Y g5.lfl (F light1)gray 30 F7=e ? t' 27 0'-�I___h -� (02 Sr I Vtr stiff eY t< ton aaY 20 11 / _ I II Exist. l Bridge r dg ne i p dal Ch �/�J Red 6 light, gray cloy 10 - Lining underB ldge _ Y(- _ st ff PRO 7 0 YR.t S LEI. 37.94 I r It Jl 10 Light Stay. to k red 0 THE SEA APPEASING as THIS PRC2 -59 YR R S. ELEV 30 =5 -11 d I fiord DOCUMENT eAs AUTHORIZED By `C/, sTAn aEED. P.E.33e85. on no Min Lon Chard Ele 02 V R d At ght g Y y wit —70 7/8/1992& I1 tiff -- - \ Proposed a' x 61 is" Light 9 Y tcn sandy /) �, �\\ Bo Culvert G/ m Hard. -20 L h.' '.:Ny, O—b. Na dcoy — av ...:...E :'REED ..e; BRIDGE ELEVATION _30 �It V%E° _ 1-40 Scale: 1 = 20' T— -1-50 176+00 +50 1771.00 JLtvJ STRVCTURAL ENGINEERS SPENCER HIGHWAY BRIDGE over VINCE BAYOU SUMtiIARY of ESTIMATED QUANTITiES;� 40g 42t 42f 421. 425 425 4aa 5006 450 496 450 428 440 ITEM PRESTP.E55T9 CLASS 'C' CLASS 'C' CLASS 'S PRESTRESSED PRESTRESSEp CEMpJT REINFORCED BROKEN 5EJ (3') RAILING P.pAOVE RAILING CONCRETE 1Q REINF. CONGETc CCNCREFE CCNCRELE CONCP.tiE G:NCRETE CCNCREr STABILIZED CCNLRET CCNGRETE CLD STR. SURFACE STEEL PILES (S.AB) I $LAB REAM SU➢ BEA'A RACKFILI CHANNEL RIP'nAP' (LARGE) TREhT1.ICT'T LINING' T T502 Type PR DESCRIPTION ia' aa. Abatme^t De^L i t2' . ]s' tz' . te' �° n cr °r C n N ar ay ar m n _ u sr Ib 9i 8.} 599.2 11,50M1 2 - ABUTMENTS 1,190 106.8 6.256 2 - $ENTS t 44D 41.2 1 - 84" PRESTRESSED CONCRcTc RO% REAM UNIT ISO}> 249.0 I, (, [.,O.O 31G 19I.05 t24.p 245.3 ]65 7 i.7+i2 BRIDGE TOiA15 2.630 t06.5 4s.2 /SO•� 249.0 I,O �O:O 316 91 E.] 599.2 t91.05 t24.0 1 245.3 Z65 +)I j0� • INCLUDED IN ROADWAY GUANTITIES 1Q FOR CON�ACTO4'S INFCRAIATION NOtE: The informolio^ shown on Ihia drawing c ning type and lacalion of underground util if ies is not 9veranleed to be vc Urate or vll inclusive. The ConUaclar is responsble Jor mv4ing hIs own d.Tarminalions vs to type antl Ivcalion vl undcrgrvuntl utilities vs may be necrs°ry to amid da - age merely. fie Conireclor snob verily locvlian oT under- grvuntl pipe lines, eondulls. vnd alruetares by eonlaeting of underground ulil itics and by prospecting in advance of ex awlion o eratians. GENERAL NOTES: t. ALL SMFACE FINISHES FCR CONCREtE St1ALL OE A$ pESCRIpEO IN 111E SPECIFICAilONS ANU DIRECIEC OT THE ENGINEER. 2. CON TRACTOR i0 PROVIDE AND MAINTAIN AOEOUAIE \vhgNING LIGHTS A$ REQUIRED BY tHE 'TE%AS MANUAL ON UNIFORI.1 TRAFFIC CONiRIX. DEVICE$ FCR STREETS ANO HIGNvlAYS: 3. A!L PIPELINES SHALL BE PROtECTE0 1N ACCORDANCE WItH HARRIS COUNFY SPECIFICATIOVS A00PTED AIAY 12, tall AND RECORDED IN VOLUME 95, PAGE ]20. 4. CONTitACiOR SiIALL GIVE 25 HWRS NOTICE TO THE UTILITY COORDINAi1NC COMMITTEE ('/13-223-456)) FOR THE FOLLOWING: EUTEX, H.Lbf., S.W. BELL IEIEP!IONE. IAETP.O CVOE, HOUSTW! PIPELIUE. AND VNItED STAtE6 iRAuS!AISSION. 5. COVTRACTOR SHALL NOTIFY COUNtt ENGINEER$ OFFI[E (]13-22T-53y0) AT LEAST 43 HOURS PRIOR TO COUSTRUCTION. 6. ALL INFORMATION OBTAINED FROM CEOIECHNICAI CONSULTANTS INCLUDING SUBSURi ACE DATA, LOGS OF SOIL BORINGS, AND RECOAIMENOATIONS, YIAS SOLELY FCR lHE USE OY THE ENGINEER IN THE DESIGN OF THE PftOJEti. A SOILS INVESTIGATION HA$ OEEN AIAOE FO4 THE PROJECT AND SUCH INFOflAlATION MAY BE E%AAIINED BY THE BIDDER ON REOUE57. HOWEVER, THE BIDDER IS RESPONSIBLE FOR VRIFTING SUOSVRFhCE CCN0I LIONS AT THE PROJECT SI IE. AND IT I$ ExPRESSLY UNDERSTOOD B1AT NEMHER HARRIS COUNtt ENGINEERING, THE PROJECT ERCINEER. THE SECTIOu ENGINEER. NOR THE CONSRiUCT10N PHASE ENGINEER WILL 6E RESPOIJSiBLE FCR ANY INTERPRETATION OR CONCLU51O45 ORA\\N FROM ANY GEOiECHNICAL INGOFMATIOu PROVIDED TO 1HE BIDDER. LOCATION$ OF THE CORE BORING$ ARE APPRO%II.IAIE CNLY. ]. FOR DETAILS OF CHANNEL LINING, SEC HARRIS CCVNTY FL000 CONiRCI DISiRIti iRAPE2010AL CHANNEL STANDARD DETAIL SHEET 4B4. & All DIMENSIOIJS l.RE HORIZONTAL Oft �RTICAL AND AIUSi BE CORRECTED FOR CRhOE, CROWN AtJO/CR 6VPERELEVATION. 9. OM NUTTED T0. RpApVAI OF E%IST. RAILING I$ INCIpENTAL TO PRICES Blp FOR Ol11ER ItEMS. THE SEAL APPEARING ON THIS DOCUMENT 1vA5 AUTHORIZED OY $TAN REED, P.E. 33665. Ou '//8/1992. G .L �` 'l>�`t��r�.S STRUCTURA'_ EN GIN'_ERS .«.,r,-r•_,x-, ns-r-.t rr e,e.,t r. ,Jj- w. ��.... 2'-7 ELEV. "E" 18` Sq. Prestressed Cans. Piling °'I Abut. I 0 Abut. 4 B +Af PLAN Sta. 175+07,97 -- Abut 175+91.97 -- Abut. Q Cep k 709' 74 =Daces A 7 -6 = �i\ LB�Ings 't'/lr— I I 29'27'30' ABUldENT Prestressed Conn. NOTE: Abatmml n.} s6a•.�n, r.ba!n,ent n.l similar but oppisite hand, Dowel J r- � ABUTIAENT SM1'-5 7/S' 55-1 1/2" / Dowel Bar E2 x B rELEV. I " ELEV. 'B" TiI Dowel Der El -I / 4 A, I ELEV. `D" 4 - A3 6 - C3 'I' 4 - At / \ F 4 - B4 1--•--L G Canst. 53 -- Bars D2 0 about 12" in 52'-6" la 78` Sq. Prestressed Cone. Piling 6 I/8Y BARS 01,02 & 0J BARS F SECTION A —A dyl ,.r....Itt In fn�ei o<mK SECTION B—B B ,'J 3 24 -- Bars D3 0 n 13ns'—( Tm BARS wH2 It 13/16�—'—t SECTION C—C Canst. ELEVATION 119'27'30" 8'0 WaL=rline South Vlinwells 'ri eu»a waterline South - TOP OF (,AP ELEVATIONS TABLE OF V;mgwal13 only ESTIMATED QUANTITIES / o LOCATION M. 'A' ELEV. 'B' ELEV. 'C' ELEV. 'D' ELEV. 'E' / ;cut Al J0.22 JO.2I n.c6 3I.a JOOJ Bf7 NUti!OER SIZE IENCTH HEIGHT \ A"ur A! JO 03 MOB XOf JLOI JO 22 At B 32'-10" 1062 IN a F 6 32'-IO' 350.62 /jA', CI 6 k 5 32'-IO" 529.03 I Nk� 5 29'27'30" I 1. V _ ..� r,bNf / ELEV. VS (Cone. included in Abut Co Bars O7 9 k 18' Sq. Prestressed Cons. Piling B"0 Waterline t'-6 I!2" 7 7/2" Chamler 7/8'o Gal". Steel Bail, 2 4 10 �/2} 2 Nut 3 ip goer I � � Gala. L 4x4x3/8 x 1'-6 1/2` Hot -dip gala. Grinnell Hanger NH4' 2a9 (shown), 260 or equal f 15/I6`0 Holes °'a Steel Pipe (Be mole Pay Item) 3//; a x 10" Gale Slee! Bolts, flute h Wash,!rs HANGER DETAIL Scale: 3/4" = 1'-0" x �1 1/2" Keyway S`a waterline 1 Y/Z` 7'IL IL -0"-}-1 i 7 7/2` 1 T PO�Tcq PNtGtV , rp oi�iV'c' Hot -dip gala. Grinnell Hanger I .,,\iB \iW id, ' 269 (shown), 260 or cquol \z vHl © 61 k� �rIH3 0 12" nH2 I 8-1 iI'�E` 1 •'� 603030 •�� c �J �wv2 012" CONST. JOINT DETAIL e 0 12' l scut: 3/ - r-D' BUTNENT u GO 1I TOP OF WINGWALL ELEVATIONS I i,. LOCATION ELEV. *VIA' ELEV. RAT AEUi. AI - 110. 'Ir.IG lI.E; TI.59 SECTION D—D AM,, AJ - SO. MIX JI.29 1I.25 FOUNDATION PLAN ;CAIG ]/6' = t'-a' ABJF. A.A _ NO I:t•IG JI.£0 1L75 _nNr. AA - SO I.11�C JICI JISO k Br9 � ticoprone Bening Pvds (60 duro.) PB fy Cop 9 € ok P er9 e` a BEARING PADS SCAL 1/2' = 1'-a WINGWALL ELEVATION ALE-. 3/8' = I' -a' ABUTMENT 1 ABUTMENT 4 r /.VC/GfNTAG TO OT4IE.P 8l0 /TfA45 NOTES: L, REIIIFCP.CIfIL SIEEL SHALL CCNFCRN TO ASHI OCSIGUAVON A-615, MADE 60. I. CONCRETE SHALL BE CLASS Tm.. J. DINEN$Igl$ PLw BAR BENDS ARE Wi TO WT.. OIAIEWSIONS POR BAR SPACIIIG ARE [ENTER TO CENTER. A. AfAKIAIUN DESIGN PILING LOAD IS 10.1 KIPS 5. MELD BARS A k B IN ACCORDANCE 'Mat SDHPT 1932 SPECS. 5. ALL LABGR, AfABODALS, COD. INCIDENTAL TO PE 8'u WATERLINE HAMLETS, ANCHOR BCY1S. Ban.. ANGLE BRACKETS, ETC SHALL BC SUBSIDIARY TO FCINFORCEO CONCRETE AAB. NO SEPARATE PAY HEAT. PIPE nut PAID POR UNMR SCPARAIE PAY HEAT. 6020-12-022 HIS 20 LOA[ THE SEnL APPEARIHC ON 'R;IS 1 o sGUM1+EaeEo P.EU3 6ESE ONY :�',+� ,STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION �tN OF Lu`�t ABUTMENTS ,(SEE DO SPENCER HIGHWAY BRIDGE OVER sTRUCTURAL EIJCINEERB VINCE BAYOU (HCFCD UNIT 1100-00-00) SHEET 3 of 6 ORIGINAL DOAMNO DATE! AugusiaEr: ws 22, 1000nsl2r ,p 6m CI>,Pa91(2c3nxER04 AID crcTc 89 ca-scof tho...ollo" of RetcOo,. If=. .._ ,.... -,_o u-_� Ow��«n HARRIS 8020 Fod (OP CO�,NIPVCtlun Of Dow N12 009 „IM POP J03 CORNER DETAIL noT To scALE TABLE OF ESTIMATED QUANTITIES BAR NUMBER SIZE LENGTH WEIGHT moo• Al 4 # 8 33'— I' 353.29 P• 29'27'30 BI 4 # 6 33'-1_ 353.29 6' x 8' x I' Neoprene / 77.55 t 18' Sq. Prestressed Cana. Piling Soaring Pods (60 dvra.) EI ; 1 1/4"d 1'-6' 25.80 t 18 Sq. Prestressed Cone. Piling 14 spaces 9 7'-6' _ 105 -0 ( 2 -6 2 -6' DI 34 # 4 211.90 52'-6 I 52'-8' II / — Brg' / Dowel Bars E2 / Sto. 175+15.97 -- Dent 2 / Dowel Bers El / DowI Bers El / A2 4 a 8 22'—B' 242.17 SIC. 175+63.97 -- Bent 3 Z Cap k Piling r 4F 8eerin s ( B2 4 If 8 22'—B' 242.11 ——s — — - _ - _ _ - V m D2 24 149.58 i mI B9� Cop ) 292730' -/ / /r / ` Dowel Bar: E2 / TM ) / B a N34: # 52'-8' 562.52 PIf 51' ' o+ $ m 331 52'-8' 562.52 __ r BEARING PADS / # 6 37.55 55'-0' 55'-0' SCALD,, 2' = -0' I'-G 25.80 52' t0" 25_4; e SENT I 9'-4' 324.07 r/ PHASE III PHASE II T PHASE I Bo+ 170'-0' i1' x TOTAL FOR EDIT 3128.11 PLAN ;I / 17/2' Keay BENT 2 Yu[ I/4• = r-0' � TOTAL ^ � i/p' ffEECEB. 3128.11 [6-112061 IF. 720.00 11o'-a B' n' 6' i BENT 3 t BENT 55 -0 TOTAL 55 -0" Phase III -- 30-4" I Phase 1 -- 29 -9 1/z' CONST. JOINT DETAIL ;' REINFORCING STEEL LB. 33128MPhase 11 -- 43 -10 1/2' SCAN 1/2' = I'-0' CLASS S CONC. C.Y. 20.61 ELEV. 'D' D ELEV. 'C' Dowel Bars El A 1ST" 50. CONC. PILING Lf. 720.00 Bar C C Dowel Bars E2 ELEV. 'B' Bar �Dowe1 Bars E1 Bar C ELEV. "A' ELEV. 'E Dcwe 4 E2 2� Bar C, 1 Bar D3 I / 4 — A, 31 Bar O3 '��/'' /f N� �� IIJCIDENT4L TO 0TNE.P 21D ITEMS I rl TOP OF CAP ELEVATIONS 1,-- I 4 — 83 � 6or C ; — Dt J1 " 62 1 gar Cans1. Jain! I t.. i LOCATION ELEV. "A' ELEV. 'B' ELEV. 'C' ELEV. D' ELEK Consl. Joint ! 3. 3 !' FEW 8.2 JOSE .'A8) 31.22 11.20 30.13 52 -- Oars 02 0 about 12_52 -2 1/2' 24 -- Bats 03 © about 12 = 22'-10' 34 -- Oars DI OBI! L6' BEnr eJ ts.l3 M79 31.22 3077 30.22 — t-r L about 12' = 33'-5 1/2 2•_8. 1 14 nr ce 0 7'-6 = 105 -0" - ff ¢ 1Prestressed Can.. Piling 18 Sq. =reslre•:sed Cone. Piling BARS C ELEVATION SCALE vs = r-0' NOTES: 1. ROHFCRCRIG STEEL SHALL CO.NFC.?AI TO AMA! BESICHATICW A-615, GRACE z\.�S . 7/21{ 2. CONCRETE SHALL BE CLASS 'C, 3600 PSL J. DIMENSIONS FOR BAR GENUS ARE OUT TO WT. 0IAIENSI0HS \\9 FOR BAR S°ACINC ARE CENICR FO CENTER. b q 4. MAXIMUM PILE LOAD 'SIC) KIPS. 5. TOP OF CAP SHALL BE I -5 1/2' f6tOt4 TOP SLAE. BARS D1 , 02 & D3 6. nit0 OARS A BIN ACC aOAN: IITM 0HPF @B2 SPECS.. 2 -3 j b 60'32'30' o NET NO. 8020- 12-022 HS 20 LOADING nr RDw {ry ) t6 L ' STATE DEPARTMENT OF HIGHWAYS I—�r� e I I A2 0 — 'o AND PUBLIC TRANSPORTATION __ � � � 01 - Z D3 � 1/4 BENTS 2 1/+ I . 2 I/;" O THE SEAL nvPEARINC ON THIS . L —97 oI I—IJ.�Iv - �-63 NI �—•~- ^�62 \000 DOCUMENTARE D,W AUTHORIZED 6Y _ STAN REED. P.E. 33685, ON �l � �r o >y. SPENCER HIGHWAY BRIDGE OVER q 4 �j2�p2 VINCE BAYOU (HCFCD UNIT 1100 - 00- 00) SECTION A - A SECTION B - B SECTION C — C ...; "` SHEET of 6 ,r.d . .Ir R x°a . °aa SHEET SCALE: 3/8' = I'-0" SCALE: 3/88' = 1-0 an _ "`�.::.:w••' - RL SP0 ., °512 r t6rL CRP a9l(tcl Mx `c 296 SCALE: 3/B' = 7'-0' FOUNDATION PLAN eie. ' z. L�a <°° T GW olw. (. to-• eutn=r:==t'o" cr ' `c. STRUCTURAL ENGINES E JISfD 1 -7 u - 4'z HARRIS 80"20 12 009 MHx 9y., rf R . , O Cnt.l J ...t.. .- r_ - Face S Type FR Rail Type 502 Rail -BARB U2 BARS A2• arras az 12" x Sd" Precast Concrete Saxes PLAN (s��' a�idee Coroal Far SPocing) b[AIE: 1' = 10' oat Fhase III P.ocdwcy BARS A3 BARS 03 SIoPe 0.02� I�SIP,e cater N per toot I \ er + 3-72"x36' Box 6ecros + 20 I' Joints + 2 - TYPICAL CROSS SECTIO\ Phase I BARS Type 502 S Ul & U2 r Scoring 1f4 Point @ SDa^ 5 imelrieol About 4 SDo^ II Span Beam 1/4 Folnt 'A' ¢Span 'B' AN An O.00T O.a09' _— NOTE: Oelleclians shown arc due to ca is-Dlace concrelc only. (E � 5 x tOs) " DEAD LOAD DEFLECTION DIAGRAM No Scale 1'-6 7/2' 2'I II S'�101/Y"� F� � V-� IS/i5'o Holes 13/I6"9 HoICs� f� 8"P 6'oterline Gale L 4x4x3/8 x I'-6 1/2' y/&'o Galy. S!Cel Boll, Nul & l'ksher 1 1/2' Chemfer Hol-dip goly. Grinnell Hanger � -269 (sho+rn), 280 or equal '_�. !r 8'9 Steel PipC - •� ��,� (Separate Poy Item) 7" (1 1 t/2 4", I 1/Z' � � \ �3/4'd GDIv. 6lcei Bolls. JNuts 8 Ylashers Q: 13!16'�� Holes/ HANGER D°TAIL fa 3/a• z'-n Zia' r—� DETAIL � TELEPHONE DUCTS Type FR Roil BARS UI Q 8"c 'Aeterline 6AR6 Bt � I� Hot -dip galy, Grinnell Hanger „_T;—:_1-j��2E9 (^horn), 260 or ecual THE SEAL APPEARING ON Tt115 DOCU�AENi vlA`p AU 33685 ONY STaju�RE T/8/1592. II5...,...:................ fili'IxIN �S�'.. q v ,A c� t :,yes ;!ncf;"- ¢�� :a ��i��LJ`l STRLCTURAL 'cNGINEERS TABLE OF ESTIMATED QUANTITIES BAP NUF18'cR SIZE ll]IGTH tiEiC+1T L1LIYiJYIY • INCLUDES 1'-b' LAP IFICIDENi/1C TO OTliE.Z B/O /TENS NOTES: t. STRUCTURE DESIGNED ACCORDING i0 AA8lITO 1989 BTAHDARp ANO CURRENT INTERIxI SPECIFICATIONS. 2. ALL REMFOftCINC STEEL SHALL CONFORt.I TO iNE REOUIREMEN78 OF ASTAI A-616. GRADE 60. ]. ALL CONERETF SHALL BE CLASS "8'. B,6C0 PSI. 4. B.RDIDOINTLABC CflE c SN �LLRBE PLACEDIAT A MINCIAUAII OF 50 C.Y.RPERJHOUR vlltH PROPER RrTARDATION, APPROVcD BY THE ENGINEER. S AN[HORDB Lig, BttiB. ANGLENBRpAGKEiL EiC?SH zL BEABUBSIDIAHY'�GERB, REINFORCED CONCkETE SLAB. NO BEFARAtE PAY ITE:.:. PIPE wall PAID FOR UNDER SEPARAF_ PAY IiExl. Duds �•�'y—`v`?c; STATE DEPAHTihE?oT OF HIGHYIAYS lT AHD PUSLIC TRA��SPORTATIOt! CONCRETE BEAM SPANS SPENCER HIGHWAY BRIDGE OVER VINCE BAYOU (HCFCD UNIT 1100-00-00) Bent or Abut Cep Foce of Approcch eeH: -0' 1 _— (DUCT INSEfiTS ARE IHCICENTAL TO PRESTRESSED CCNCP.ETE BOX BEAMS). 6" 3' ,�I i/2 1/2� I�--( ��I ��1j/'Hjeaded SWdeel j� �-i/2 Sleel Plcte L� DUCT INSERTS ;,LAZE: }' = 1'-0 BARS S BAR BENDING DETAILS !10 SCALE 5 3/4' Bent FRAMING PLAN SCALE: 1' = te' 6AR$ i (x 4) rc of Approoch ceSlab eARs sl or BARS sz SS (pij-� � SG (.q) 4' BOX BEAM SECTION 6LIAF: , . ,._,. SEJ SHEAR KEY AT E%"i.RIGR FACE o STRANDS w'ti Y. HO 9Clt0 BROKEN o STRANDS YHTH BOND EROKEN BREAK DC\; 3'-0' ON 8 STRANDS � Ben: er AHu:. Cep ].'I 5 t/2 � 2 t/2 u SLEEVE 3 Dpc. N 6" = J'-6" EACH E`:D (TYP.) t2 Spe E%i. 6Enu5 ONLY 3' t r., �i BARS SS /BARS T � I � I � _—I 'ol � d '�- I —'�— a �� eARs s: . \\�� i i�L_ eox e6au oenT eeeuT � FFCE OF EXtER10R I e- 6ARs v—/ BARs ss v + FILL t'.cLEs \flies ASPHALRIC PASi1C TYPICAL 4' BOX BEAM PLAN un\c vx I-p 5 fOAu © ABUTh'ENT BEA!d ?l i G\P OARS 51 cr BARS 52 cr BARS T (S A)I� BS (x4}, 5: (.sn)\ COHSi. Ji. D�cl marts (Rrwr:c reevn pca as) i elepnane puc,sf TYPICAL 3� BOX BEAM PLAN sca_. vx' . r-o' FOAt1 SLAB 9EAAf ENT CAP � �� 1— ' V � ' ' THE SEAL APPEARING ON TH.ID DOCV!AENT Y/A P EU 33565E ONBY STnN REED. 3' BOX BEAM SECTION j 'iBi,992. sLA�: I � r-D" Gl`t i�.}�f� <-y`��E iY'rexs', uoi�� s�� _...,,, ,„mo.",r e� �' aao�o�. _. sTrucTuaA E.vwu -as nnol. Cpp GENERAL NOTES: 1. BO% BEAMS ARE CESIGNEO FOR HS-]0 LOADING. 2 PFROV L�RSNOp00R 1WINGSLZFOR THE SLRUCIUfiE SUFFRC CNTE IN DCiatBVTa FOR ENABLE CORRECT FABRICATION AND INSPEC iION WIiHWT REFERENCE TO 1H15 SHEET. 3. THE BOit0u CIXENERS OF ALl BO% 6EAIA5 SHALL BE CIIAkZFERED 3/s' OR ROUNDED TO A 3/4" RADIUS. TOPS OF nlL BO% BEAAtS SHALL HAVE A RWGH HOOD FLOAT FINISH. A. ALL REINFORCING STEEL SHALL CONFOP.0 TO THE RECUIREIAENiS OF AST!A A-615. GRADE E0. 5. THE Sin'ESSINC PPOCEOURE villL BE SIGH iHnT NO CRACKS \wLL OEVELOPE DURING IAANUFACWRE OF hlE BO% BEAH. IN GENERAL CRACKING wILL BE ANTZCIPAICD 'MIENC�R 111E CALCUInTED TENSILE STRESS At ANY STAGE C%CEFDS 500 psi. 6. ALL PFESTRESSINC STR,VJDS SHALL BE T/2" p. 2)0 kips. WIM !NIi1nL PRETENSION EQUAL 10 2H.9 kips. ]. ALl CONCRETE SHALL 6E CLASS 'H'. CONC^nEtE STP.ENGTH ni PElEASE SHALL BE 4,000 psi. CONCRELE STRENGTH AT ]D DAYS SHALL BE 5.000 psi. 8. SiRAN06 YlITN BOND BREAKAGE SHALL BE TIGHTLY riRAPPED 1riT1 A wATERPRODr �D THE ESEhAI OF iHEPNBE A E SIEn!EO \y BH USVD PFPRCO TyE 901H ENBS AND 9 6Eou (ENCIOENTA! TO PRESIRES EO CONCRETE BOX DEARS)? iNE END OF ERCH x7``_ STATE DEPARThSEtdT Of HIGH:IAYS '�� AND PUBLIC TflAEdSPOflTATION PRESTRESSED CONC. BOX BEAMS SPENCER HIGHWAY BRIDGE OVER VINCE BAYOU (HCFCD UNIT 1100-00-00) 1EET 6 of 6 i .rocxn s.�o amNC IWINGYIPLL } ` SIDE'f/AtK_,APPf.ORCNEs ARE' /.9' GRl, DE UNPAVED 1 o` 'CCr NO ='648g56EP1D ITYPE PR R rl HCCF NO 8675552 a °'�� STA. 326-35.04I O` 4;O \\ NTAL 7D PRIcc 910 CW BEGIN R'ING4VALL e• vo. ,y^FC PLUG 0: CULVERT C os, TN"°` v_u'-Is) _ BEGIN TYPE --PR RAI 4'J V r� \�U/o o/ H 2 COURSR �' -lo zlo`Bo>' CUL 'RT Ev15T. SOUTHWESTERN BELL STA. 326+83,D4 ��"q-'moo op Hq / /�71 - G m P. ooegyGN,y` BRICK VIAL PROP. 75' \ METAL SEAM GU IRD / 6 _Y7 7/4" P.D. (AIR) oo G ( c NCE -- ,M6G.F -91 --�-J ADJUST 15 I- I I \ \ END T-50:'. RAIL -SATT-SES,l-� \ BEGIN 6" MONO. CURB ! a BEGIN T-501. RAIL \\' �--% _STA. 32B+COA4 END 6 MONO. CUR J BEGIN M.B.G.F. i m M - STA. 326+83,04 I PROP. 3 BARRE ^' 164.05' x \ \\ 6��\l \ \ CL ARMAND BAYOU = - 1 10, X 10' BOX CULVERT \ \\ \STA, 32B+25.68 • �Ey:ISi. CONCRETE w .I BP,IDGE \ �, \\ - 329+00 PAVEMENT-330+00 j I ` o N 327+00 I _L� `\ — END T-50 r RAIL J \ \\\ \\ - \ \ END CULVERT - BEGIN 6 MONO, CURB m z "-- FN 87�"01'02' E in I BEGIN CULVERT \\\ \\�� \\\\ \ STA. 328+56.76 0 \ \\ STA. 329+68.32 R�MIOVE F•kIST 2 BARREL STA. 327+94.60 \\ \� \ - 10' x 6' '1 too, BOX CULVERT B(•,GIt�T-50' ( RAIL \ \ - PROPOSED STORM S �\ — \ G — —_ ---- — —------- . CORE BORE t St END 6" f l�\ \ yo- _ 'j- I - - . REM@VE \ STA. 328+SL32 _ \ CORE --- _ \ E BORE / r 4 ,F.—=_ ___-_ _---_{-- . \ --3'` PROP. 7'x 3' RG�. t o °' — \ U r..r----- _ - 1. FOR QUANTITY SUMMARY SEE SHEET 2 0r � 5 C ,s. CoNC. fePgAP Q o ULTIMATE TOP L'I OF BANK NOTES : ccC <HG-o 48-1- FoR I pp S s OlT.AL_ E MSTiT' G""I OT.1 l \ _�%O t. D=raI'-s sa-GTFIU'TioNS BEGIN wINGt4ALL G BOX CULL T `5�� BENCH hfARK . POIz Work TN H�PcO PROPOSED BEGIDI TYPE PR RAIL BAR WITH 2 C S '\J"\�� ` •'/ HARRIS COUNTY FLOOD CONTROL: DISTRICT DISC: 8 100. EAs=NA=Nrs. STORM SEWER STA. 326+i6a2 BRICK LL X ° (CL ST IN DEW IAL i �^.��C�.oc ,� � END_WIN LL BMDS LOCATED IN HEADWALL ON DOWNSTREAM END OF Uurr patcc. BID Pot // n o� Y END TYPE RAIL EXISTING BOX CULVERT, ldx lo' BOX C ' Veal) ) • STA; 29+68. HCFCD ELEV. = 27.33 (1978 ADD.) 1•U�;,'\\� PROJECT ELEV. = 27.71 (1978 NGS) eXiST. 10' PROP. 61'-G" SANITARY G.E.T. ELEVATIONS SHOWN ARE ON PROJECT DATUM, SEINER MIETAL BEAM! GUARD FENCE I ULTIMATE TOP M6.4.F-91 OF BAN'f. nEN IP Pt NG FGD SPEC S^t CDR BORE }� 42 PROP.. PEDE.�TRIAN I (5 'C SXE 494) ( Ica" 10') C0p'e BORE = 47 IRfl� TY PR I tt-ty 27.6 r' lea'If't0') PRO TOP OF HEAOVV LL T E- b I A. 32 - o I ) 2n EL'-l� 27 4� ^ Grar` �•r=h�hel o + ANO WINCI 0.08' I pROQ.. METAL BEAM (," Iz D G lay thletraces shell t 3 fit (very stiff k Gr r d�Cl V!'ih shell f'll q 9ctOV! TOPS%NIIIL ^� I� Ir ` G d D�ra Gra FE Ore beI 3 1 I1�,- ' I I I GUARD FENC o: M 13 Dcrk cray cloy st�f n �Oo k-Gray T Cm - f!I (v ry stiff) cNo GUARD FENCE II I }\` \ m I-�grades Ocr Light C Y Red Below _ C 'gMt-6ro, r-6 lightl Ilekxneid Grades Der Fe RED elow 5' FI ne 4—__-- I 1' I F! Ir rcdes Oar u Light Gray Bclov 6' 30 to rJp9 1 j(_' II Grades R d Below 77' I �� I' I� I II i I PROPOSED �'IN BadClay. li9ht� ly slic .ensided (•cry stiff) ICy of Rbodw6y�te - ..PRO ILE GRA E 28 > II IIIIIIIIIII_-1� h 191 I I( al ITlT1�I I iy d��.:c .. I 1 1 ,s 2a _ 1 ` n !� i l -r— -�- 0 .c./. N RTH R.o.}•- _- Encounter Id ter t ow wi h faces o calaareae nodwes claw 26s 26 SOUTH P,. Ww `TIP.TCR SURFACE NilFOR 100 YR.FLC�OD I _- ELEVAT ON 27.1 OR SJ YR.-FLOOD / 2h ' Ib Ia ncountered water at 37'. I / 241 I I j \ / � LdVI (�HDRD I , I , - Grodes b own below iT ed Is Eland (Meditim Dense) REdAOV E�IST. PROP. I54 2 - RAP REL _ _ T I -noM_S�•.e� I-EtIN I1r:P'3-B _ I t_.1 _F4 4o a2 I PR P, 7x3 OX Grades R d below 'Gra. Below 52' �tl�ttRY I I� . \I I �," q 1 c qIFF ; a I I I I FL 19.7 II _ I �,---i / i 20 STATE DEPARTMENT OF HIGHWAYS ed Cley (Very stiff) I 20 v I I I r J, I' ! L y AND PUBLIC TRANSPORTATION * — u_ �RO'0 3 8"ARP. I t ¢ '7 {' t �'' ,5, / _—� 64.05' x 10 x 1�' �r�y,� BRIDGE LAYOUT o u vp T t �a SPENCER HIGHWAY OVER 18 I HS20 LOADING I .�.: --1 — -- -- —' -ARMAND BAYOU .t' 1 �L WITH CILEAN I _ — -- ! r - _F '—'b 10nx - ('f"../c s"• EXI 15 G' PVC SOIL E CH BPZREL) I I H.C.F.G.D. UNIT @100-00-00 FLO�INE-15.0�0 r1 t4r & 61 - t 7/r.'j P. (AIR '✓ r;o a . �oEst- ao Paaen xo. s:I =T -- I _ 94tvSI'tEP+i ` 6 CRP PPPN 61(26)MX, etc, 1.r1=1 F�.� MUNICIPAL - „�rE a counTY r \ I l r10T OX CUL P.T SHOWN �' �) ENGINE:RIN \ �'— eddy Co1.IPANY, I lC. t TFJVS 12 \HARRIS ' 7 CENT'L'ILNE „ nar9+ '.eo RI RAP MIT \\ / 330 CO Sheet 1 o a amo 51z ooe� OMAIH N 329 00 v No c:� t .' 0,-0., � 20' PHASE II CON6TRUCiiON I 40' PHASE i CONSTRUCTION I 40' PHASE III CONSTRUCTION I _ FACE OF CURB I tco' R.o.v:. _.. I_7tdE-"I ,� I._ 8" 141P1GVlP.LL Y'` 2'-8' (__ � I 4h' - 6' OUT TO OUT aRiDGE TOP OF HEADWALL MATCH TOP 6+ - to' B - a ' AND TOP OF = � OF CURB A2. - 5" 3" � ' SIDEVJP.LK � �,_3• � a2' - 5" 0.08' BELOW GP,ADE s7' _ o" t - "�� TOP OF CUP.B 10" CONC. t•_5^ 'tY - o" a• 2'-a" - � v� GRADE PAV. � -a" � - - 0.02 FT�F T FACE OF CURa LINE TY PR FACE Or' CURB UNE to' coNCRE�E ' 1 1 � Pa `�J``r'T 0.02 PEDESTRIAN RAILING 1 1� � - $ 002 TYPE T-50Z RAIL 0.02 FT/FT 0.03 FT/rT T FT `��"�.�`� FT/cT 0.03 FT FT 0.02 r'T/FT I /�� 1 �' HEAD'.lALL 1 � I `-L?/E STABILIZED c ,COMPACTED BACKFILL 6" LilAE STABILIZED 6" Uf.fE STABILIZED CO!APACTED aACKFiLL CONCRETE 51DE4lALY. SUBGRADE 4' THICK (TYP) SUBGRADE � SUBGRADE TOP OF PROP. ELEV. 25.90 70' x 70' BOX ELEV. 25.83 to' acx FL 75.00 FL 15.16 ROViJNE OF PROP. (00\'MSTREAM) (UPSiREAhI) to' x to' EOX 0.70% TYPICAL BRICGF SECTION (NORMAL TO ROADi _ scale 7"= 5' QUANTITY SUMMARY 40o Ilµ� �� 1'�� J i �`_II �- g" j3 1/2' � r� Fca, CON Trucror<s INFu2MATOh1 ONLY' L.- 2'_g �--�-2� - �f I,V��.roEo IN RflpD\vaY Cu�Nrl7-Ie5 /I,r---- 7�-0 ROW LINE TOP OF HEAD lAII TOP OF HEADWALL � UPSiP.EAM ELEV 28.04 ' 1"BNGWALL DETAIL. UPSTREAM ELEV 2i.60 "- UPSTREAM ELEV 27.87 _ DOWNSTREAM ELEV 27.48 scat`' t ' 2 DOWNSTREAM ELEV 28.06 �� DOWNSTREAM ELEV 27.81 � METAL BEAY1 - '. - GUARD FENCE PEDESTRIAN _ ' 3.73 T-502 RAIL TY PR RAIL 25.00 (TYP) - I-(TYP)� -__� TOP OFCUP,B 1 i�i-1 f I -1 ! __ j -1 IT1 � ! ._-_. � ..-.._`.-.-.-_ -�Ca2 i?.I ^. '�50 '.. 57(.0 � '.c METAL DEAM - �50 TYPE PR � �'-Ir0 [,.a REINr"ORCING STEEL 5�0 %�' C0IJCRETE SIDENlALIt CEMENT STAB!Ll"LED � CO,b7PACTED CLEAN � 2 COURSE BP,ICK REN40�/ OL4 'S7RVC-- . o � � CLASS C CO`:C. ToO�. i0'x10`�BOX hVING4lPLL8 RAIL'-> GUARD FENCE ..RAIL. � - 'BACKFILL .. SOIL .PLUG (LARCTEI, .: CULVERT .:, AND - - .: NlITH GF(TD).. - ... - ' HEAD1'JALLS �: 87 (MUD) - - ;, Lc .�F - LB .. SY �. CY SOY EA � EA .. I � ' LF CY LF'.. _ 65'.S6 234 �.. 760.5 30c 10,816 I 1^-6 .� 214 7821 - 2 � .I '�`: Z.15 �' � \II � I�I� (I ��I III I I I II _- ._ it II II gl p 3 w ' II II II II � II li ti' II II II II u II 11 u u u II u u u _ _ I Pao?. 5%." P.CP FL 7� i0 I EXIST. CHANNEL II FYI- II II G I, -7,4jr it II it 11 I I II I I 1 � -� 11 II II �GDTTER II �'-�- '' I I I I I I I I [- I I I I I 11 I I � D / u u u ul u u u u � .70" CONCRETE \.. � 7x3 am PAVEMENT �'� FL t9.6_ 5'CLA55 o CONG K9NGWALL FIPRAP 10' / ��'-�� .+v.,� STATE L�_FFRTM1tENT OF HIGHWAYS _ rL EL EV 15.00 DO\",'NSTREAM {'r�„\iq�i pN0 PUBLIC TRN'75PORTATIDN I � � � �I FL ELEV 15.16 UPSTREAM �f``- etf'' / 1 L� � ;�� 1 �J �h SPENCER HIGn VAYILOVER - - - - - - ARIJIAND BAYOU ' ETC? GF FILL = 19.00 H.C.F.C,D. UNIT 8100-00-00 6" � � a" �� i:,'.;"�:� {£CERL' Ito PRQI_C N0. 5�:.=1 i tC'-0" t 6 CRP Ot (20)hiX, elc. 3C0 �--- 70 -0 0'-D" --j � �> ' Lf'_k. " scu.: is seown sar '^ couvn TYPICAL CHAI�INE!. SECTIOiJ (NORh4AL TO CHANf_IEL� :!b/" ' Iz t�s �,z P.wRls AIUIrICI>AL COt1t. SEC'. JO'J HILIINaT N0. E'+G IIECRINC SCAie t"= 5' �<_as;T:=� �coslP:.rn, Ir c. Sheet 2 of S aozo tz oe.e:c .Ix J 9 2 'f0? OF CURB 1 7/16 1•-B'' arr. , `�-----j--aARs Y; I(a a —sue II BOX CULVERT L REIMFORCING Imi i I oI f - f L IF) °0 III R >. I 19) a bp0YV RIP RAP /1s z s 2'-3 -� 12 Bar S1 Bar S2 i . jolk3-0' �3-B B 1/21 AFF y 12 4 _0" �7 or R Bar U7 Bar U2 B BR BIOIAR SCAL: N.T.S. FI / . II I �BARs w ILLL' BAR T, I I_DAR T2 IJ ROW LINE - o i 2, a" -_ AF I. i. _ -LI vi CARS P ' j i I oI ///I' LONGITUDINAL SECTION / I I (BARS R THRU BOX SH011'ING / / ( I �I D IAI NOFA APRQN 110" WALLS AAA FAA / II I 00a' FBELOVI CUR / I TOP OF CURS BARS Up < / �/\ //y // �BARS Y7 _/ / cBARS T, & T,BARS U; 8: U2 FAA)Fr I I I i l l T56�cFyFti // 36• 0" J/� CAI I o, _ I A• 6ZtoyA / o' // I m i II I I I i /�n, // 7� /I/ 7/76 aAP.SR I I I I II I IL BARS i2 /A. X. 6_ 12I I EARS P i i I I -- d - I I enRs x / i IF l IIII (FAA/ 10" VVALlS�/ i II BAR a 1 M \ 1 I I 3' < 1 1 1 BARS U, I I` 2' (TO T2 BAR) .,I11 I Llr i I , N I 54'36'52" (P.T. F1'JD.. SKE''!) I f BAP T�-7�' 7 I II I A I A f ^I^ BAR R i BARS T, r � I —sARs 52 1 STA. 325=35 95 I 1 1 �IBARS P � EARS B / 34.5' Ri. 1 � � I I 1 I LJ //) I 2" COVER r _ CARS Y! PROP 54" P.CP—�� - O'y / I BAR T2 COhISTRUCTION J01>IT FI�EV IF O? gq�.aY sz ,_, ,2c A,P.aa v.+vls"'n,rlmt i I I � A I I 5° - R05Y LINE / 2" ICOv=R-, BAR S2 ^/. 15,00 DOY+NSTREAMii /• BARS R I ELCL IF UPSTREP).1 r,.�—.r.,. SATE PUBLIC OF HIGHWAYS *-- AND PUBLIC TRANSPORTATION 50' BAR T; .L-- y t I—'r ;''•-' `:N L?� G \ I I� I �...:: FAAc4'i SPENCER HIGHWAY �cgRNER TTAI z _e °" PARALLEL WINGS — 54'36'52" ,u_, ., i7"T z' c0vea �� ;` FOR ARMAND BAYOU FAAy;;�'Si;b1' e<'. -_. PLAN VIEW CAR :} `"" �T` eir 'y BOX CULVERT STA. 328+25.68 r-,,._ d. , r... y' r.9:A. z (MODIFIED W- r9 DOWNST4cAi.t SH ' N e?"�}LINE 't'., '� BARS Y! !�' �'(n'1`ROW IL'NICIPAL eFr'riON A - .4 so�i�u+rA u:a. Sheet of 3 r-°.a�+. raEaal. u9 PawEcr No. sy`�' 6 CRP 91(26)NX, rlc. 301 S1aTE "'j CGNIM T'7.�5 121 FL:RRIS [eM. SECT. b9 HIGHW;.T NO. LrFPA20 "9.°t UH ' r=T-az 00 CURVE DATA I P.I. STA 74+64.08 0 6r G�• L = 875.00 H . T = 451 .63 T. nil n 20 F�g�V5 �Vi,�'05'. 20 R = 1432.40 FT. r p D = 4.0000" 03, QC'Yp tAp ' s• DELTA = 350000" 3X3 RACK OR tip os,10 ' M E = 69.51 FL Off, osp G. ETAL COHDU•LS S A & 4 AOGfTIONAL o3,, R.O.W- INTEERSECTION © � - 0.50 % t ' \ _ 50.7 8' LT. 0.50 t CONCURS \ 03, SiA 370+G2.68; + \ TO ''C1L DJUSTED) ?- 1JBGF GET. TYPE PR RAIL `. v( . ' ° PROP, RETAINING WALL PROFILE GRADE DATA R.O.W. INTERSECTION © \\� \ (SEE SHT, S77) NOT TO SCALE CONSTRUCTION SEQUENCE R.O.W. STA 369+67.83; 50.04 LT. BORING- T PHASE 2 20'-5" CENTER TYPE 7502 RAIL-1 #50 I 5$ OIIT CONOUrt CONSTRUCTION SEQUENCE PHASE 1 33'-9" SOUTH SIDE RAIL __ Ii0 BE ADJUSTED) a CL SPENCER HWY. µ FM PrP 1 ' V I I - - _ V im= �- CONSTRUCTION SEQUENCE PHASE 3 41 '- 10" NORTH SID'c SYMMETRICAL { _ - '- ) 60 CGI.IP II 1 ABOUT rt fiO' C.G.U.c.(TG BE REMOVED) 11 11 � I (RE! OVED) 1 I 11L�O ' °R. S� { ' (SEE NOTE 5) a OF 7 x a R.C. BOX _�1 I I i� — 11 — f 1 s EX �— l i o h'-9 BEGIN BRIDGE 1 9ff00.00 END BRIDGE C Q STA 369+86.9611 1 (TO BE 1 I TO TANGE11{' I7 t 57A 3" SEJ-S(1 ) .96 { 1 REIAO`/ED)" ` TYPICALYPE PR 171 ( ) 17I PROP. 3" SEALED EXP. Ji. PEDES- TYPE T502 TRAFFIC RAIL m fF, SPENCER HIGHWAY 11_ YI 370+00 1 1-1— -' TRIAN RAIL PROFILE GRADE LINE o -- }-- • ' —'1' I� � • { I PROP. 4 1 /2" R.C. BRIDGE SLAB-MIN. S SII 1726 ' E PROP. 3 SEJ-S(1 ) i o i SEALED EXP. JT. _1 Al I( 1, STA. 370+32.45 1° L SLOPE 0.02 20(SEEA NO SLAB it '� r CO`1CR_ F 1 __ -_ _-- -- NTE 5) t RIPRAP �Lt-'r'f___tl -_._.-. _ � _--., � 3`t 3' i I I __ __ it I I I� I II OP. 6Y.5' OUTFALL _ _ . __ . . . . . ,11 III .--- ---'- I1 I BORING 22 JLo __ P_ P5 O. i ' PROP.; 5 - � __ __ T=_ ttP' T"02 RAIL YI 12 WATE:7 ..INE TO BE F JUSTEC - !1 rr-.-r 1 - 1" — ______________ OVERALL22-4 -Ox I - 3 O x PRESTRESSED CONC. FL S AB BEAMS + 3; UTIL., r I GAP = 9310 22 �; 0° x i2" PRESTRESSED CONC. FLAT SLAB BEAMS ± f iI _ R.0 _____ _ tJ ' C ET (SEE ) SCALE: = i - 0 2" TYPICAL CR SS SECTION � h3 COMP \ \ .t,F" CG .ip PROP. R ANf:G WALL SE_ SHT. 3 i7 ...4- 41I Te le I7u T.) BE R�LIJ\ EU) (TO BE kE ICVEU) 6" ENTEY. GAS LINE TO BE ACJUSTED) P.G.L I 75 Iss5.CF \, \ \ \ \ JO / I . . .. 41 QI_2n h LOW CHORD 0 �G �, SfL2 ¢NF04 I -U l {y—_—_- ,p, R.O.W. INTERSECTION @ .Gad _ \\\; 251 \ 7.N L a STA 370+54.72; 49.62' P.T. N,G.S, !ARK R.O.W. INTERSECTION © `P • CUT GCU. Jctai - N.G.S. QY- 1243; 1978 AN. DATUM STA 369+67.35; 49.83 RT. S� H.C.F.C.D. CHANNEL \ ELEV. = 2378 HP.MAND BAYOU TRIBUTARY - BRASS DISK LOCATED AT THE SOUTH- ' 8714-00-00 SEE SHEET No. '♦4'{ FOR NOTES - WEST CORNER OF BRIDGE OVER WILLOW 72.5' R.O.W. (TYPICAL) ON CONSTRUCTION IN HCFCD ROW. SPRINGS BAYOU AT SPENCER HIGHWAY. PLAN FLC.C.F, NO. 0. 09383 _ _ (ELEVATIONS SHOWN ARE ON _ __ -- - G'+! PROJECT DATUM) F-� _ i . DESIGNED IN CCORDANCE WITH PA OA 1989 -- STANDARD SP1F-CCQNCIO�IS- H520 O.ADING, 2. FOE= CLASS 9 CONCRIO LENGTH OF TYPE ±502 TRAFFIC RAIL = 135 - 10" --- _- - TR DESIGN. � _ 4 —I - I— LENGTH .OF TYPE PR PEDESTRIPDI RAL - 720'— 8" - . . FOR — — f 1440 P57 FOR BRI GE S FOF� CLASS 'C{' CONCR E _ fc 1440 PSI FOR SU6' S UC U E N. 10 -0 POST SPACING I I FOP GNINFOR NG STEEL ) OV IRALL 6RIDI E LENGTH = 82'— 0 DE IGN STRESS fs — 24 000 PSI HERE GRA E 60 I IS SPECIFIED hND 4 = AC0,000 PSI WHERE G DE ` IS NOT—SPECi ED . APPROACH SPPN jNO� 1 SPAN NO 21 SPAN NC 3 -O� 5. 201 APPROAC SLA5 TO BE PAID F R AS JOI IITED APPROACH 27'- 127' APPROACrI REINFORCED ONCRETE AVEMENT. 5'-0" \VII G'NALL-I SLAB 12 PREST. PREST. I 12 PP•EST. SLAB "IO' YIINGy/!LL 6. DESIGNED FO 20 LBS./ 0, FT. FU URE YIEA INC � • I I I I CONC'. FLAT F . FLAT CONC. F.AT 1 EXIST. ROAD 40 SURFACE. - J END BRIDGE 1. C"e'-OAPAACHY TIO BEGIN BRIDGE T\ ) SLAB] BMS, .FLAT ! SLAB 6.`AS. ..P.C. E0+68:9 _ 40 69+6696N. • I I I P G ELEV 29 .07 % ORNG N0. 50 BORING . 14 �1 P.G. I �LEV.— 29.24 \ I LEV. 28.51 ELEV. 29. 1 < --��050% c ICLAY,DKZL1 GR&TN to CL�IY,DK GR `l (," IS C \Y,DK GR I ( FLY/ EX ' X I;F 1 .. 15 �CLAY,DK ' jL• Jo 20 50 YR. 4V S. 1 10 20 I I ELEV. 27 AS \ 3'• PROP. LOY! CHORD ELEV.- 27.74 1h, - /� 11 ) j (LOW CHORD EXIST. BRIDGE ELEV. = 27.00 15 1 C Y•SLCS,G & TN • 9Y,1 rt t! 100 YR. W.S. LL t 12 BOT. I. I /�\' 14-18' k O'j6LOCONC. PILES 0 LAY, GR 7N 22518 ELEY. 27.85 �I1 // 11 x / G" II r I I ll PROP. II�,I 11 t / 0 i1'P. EXIST. —$ECTI N 11 I PROP' ULTIMATEl SECTION I O /> 7 �L I'110 BOi TOMB (NOT IIN THIS CONTRACT) L Iq II SECTION / 15- 76" x 1I6" CONC. TILES -' 1 SIDE SLO?ESII RIP RP (VARIES) I ' L 11� 91_ 0 \Y,SDY,RD -20 PERM NENT ST UCIURE 0. 8020- 2- 024 26'- 0"I LONG I I I I 1 I 'SL-hY,5 iJ I_ 0 CLY,R J� -20 I _ 'jI I III r. : 3'ri SD,CLY,RD ,I / STATE DEPARTMENT OF HIGHWAYS ABUT. No. 7 G ABUT. ?i O. h L 11 ICLAY,RD ' Lj Iq C Y,RD AND PUBLIC TRANSPORTATION STA 369+8696 22 ( STA 70i; G8:96 I I C ° -40 BRIDGE LAYOUT o I I CAE T No. z b c ,SENT ND. I3 • ( I II SPENCER HIGHWAY OVER STA 370+ 14.29 I SIA 370±4163 I ' AR ND BAYOU TRIBUTARY I 6 ; r" CONC. PILES I I I I 81 4 00 0 l I (UNIT 1 I, , I x 45 - 0 LOHC FEDERAL rro PRaELT HO s P• EFC-i Bv I I ( SCALE: 1" =20' .HhV 6 CRP 91 (2G)MX 901 ( �1 5?nl(Sr 9A.4:0'n�IKC. TEXTEA '1 WRRIS ELEVATIONOtJUTY J E% T. 12 I___ 1 ( G I I _ RJ1E, ± x4 92 COtR. SEL(. JOO Havv.Y NO. 369+00 370F00 371 +00 SHEET 1 OF 9 SHEETS 8020 12 009 . .. . ._ r/ . . .�._ . . . s .. _ CONCRETE PILING 0 _-1 PI�ItJG LAYOUT PLAN CURVE DATA P. I. STA. 374-84,08 L ' 875.00 PT. \ T + .51.63 FT. R 0 + 1432.40 FT. = 4*00*00" A + 35000. E + 69.51 FT. _.._ _. '<NCER NIGH1 425_ __:PRE6Tfi.lC_�:. U_�:•�!_R�'n_ 423__ ICG�iC._$URfAGE T9E>T.�:ENT :00G__ �SE�IIEO EC_A1:5��=JJINT ____ 450 !RAILING _TYPE PR. 50PAILINGTYPE T 02 96O G OLO R. L RGE__ BRIDGE ALIGNMENT NONo=Es I. FILES TO GE DATTEREO AFE INDICATED 8Y SRROIY6 SHOWING CiREGT1pN OF SLOPE ED PILE 2 o1'TEREEL '0 BE BATTERED GN A 3 10 SLOPE. 3 CON'RACTJR SHALL CONTACT RESPECTIVE UT LIT1' CITY O IES•PERTI.M DEPARTMENTS pF TtiE CITY OR THE UT 3-4, 671 4 HOURS N?10IRI TOES (TEL. 713 \CAVAT10N 2c3-4567 i 48 NOURB PILE NO. OF LENGTH ;::::X PILE LOCATION I SIZE PILES EA. PILE LOAO'TONS) ACLTMENT NO.1 b"x lo' IS 26' ,24.3 BENT N0.2 16,x IG" 11 48' 49.3 BENT N0.3 161x16 II 48' 49.3 ABUTA:ENT tJ0.4 16"ni"o' 14 26' 26 ESTIMATED QUANTITIES fJ10 PUFILIO IttANJrunlnllvry aa,�,�_- SPENCER'. HIGHWAY Z a ARMAND BAYOU TRIBUTARY FOUNDATION LAYOUT FK—Q,V EEDCRAL ND PROJEcf cou;a Q A��d Ye/cpFore Duc/s To F'/ar, qnd 956 /2 T.+2 anhi'es — PEV15E'o �-25-92. REINFORCING BAR SCHEDULE BPR IAl.P,K R 0' DIMENSIONS (LENGTH TYPE -q TE S12E I'G 96' - 0• At 4 38'-3° i01 38'-3" +8 409 "7 48, - O" Az 4 ?98 1 - " 20' 5" PHASE 2 An III A3 4 0 33' - 10' PHASE 1 - 4111 101 25-t' - - 41' - g- PHASE 3 3,_i�� As 4 41'-6" fib 443 6._3. I pp_2• — --"—"'-- =ACE OF BACK`NALL As 4 4I'-6° 101 41'-6" 119 'CONST. PIT, STA. 369+85.96 81 4 3-8I01 35-8 2_7COST. PIT. 119 O DOWEL II/4" 0 DOWEL e5',22-4I 101 611 6"PROJ. m a3 Z 41'-6101 146-60375 6 ARN2'-212' O'-10" I,_6„ -- UPS 383 =Gp _! ! ! ! -I - I -1 - r — — a5 79 /� J —1--T— L J a F 16 q,_9" 101 4,_9' 'I-r---j--- — t -� — _ I _ ;— J LJ LJ `I I,.,� N m L -{ G e 8=4" 105 0'-e" 3'-10' — =5 70 ...° — — 'S 25 BARS H I I I !t I I ! I ! I ` 'Y•"5I77 -• LFJ 4yt:15 8 '+I B LI-i - 16 0 GDND, PILESit BARS F Ex SPE14CER HIGHWAYP. �. ➢ x BAR BENDING DIAGRAMS A A 0 '///:LAIl . SCALE: 1/f" p TYPE I01 C A A TYPE 109 _.__._. ..._. C3L 4%1° To E URI,'Vy Ga ... _._ TYPE 105 a I/2" 2I2" 121 BARS E c0 12" O.C. 21/2" 5" 34 BARS E (m 12" O.0 S 4 V2" - 42 BARS E (eT Iz' O.C.ps - I LAP 21-I0' ELEV. 27 94 LAP 2'-0" NOTE' ELE4. 27. i l ELM 28.07 ELEV.21.79 ALL BARS SHALL BE GRADE 60, �6/l75 B5 - LAP -0° 2 9ARS EC BARS E ELEV.27.II BAR DIMENSIONS ARE TO CENTER- 2 BARS Bd 4 BARS AS LAP 4-9' — 1\\ 4 BARS Aa '-� //— —1� I I c BARS B; 4 6ARS Az LINE OF BAR. 1 \ -� ESTIMATED OUANTIIY SU`AMARY .�- A DESCRIPTION UNIT ANTITY — — — — — — ITEM N0. I REINFORCING STEEL L85. 3 521 I --- �- T--I f-'-7 I (III r� / / 1 1 r1 �I I \ r�l r� f-'-1 r1 421 CLASS C CONCRETE C.Y. SI I 4 BARS At I I I z eaRs e: I z BARS elJ I I I I I I L I I�� I I ! 4 aaRs a3 I 1 I I !J 11 ( I I 1 1 1 z BARS 93 ( I I I r1 -8 trrJ � I .� L'� LtiJ 4-I � LAP 2 I I I L J ' LAP 4-7 BAR$ S LiJ l-'rJ Lao 2' O" LAP 2'-0� �' \ al/2" 42 BC.RS S @ 12' O.C. 412" 21/2 21 BARS s �u 12' III O.C. 21/2" 5'• 34 BARS S mLl7_O. C. r I ELEVATION _ �p COST MCP Sp.oraEe am Tr_P SCALE: I/4 = 1' - 10" APPROACH SLAB t'_3 t•_3" . _-.43=. 412° Prom Bre c To ¢' Uhbiy bap„ 10 APPROACH SLAB I--- BARS `cam SEALED EXPANSION JOINT xS KEYWAY - -15ars 5 44..._PAZ �� anus f :.m s y; s£ �n I I 4.9'Yrleh eOvcf>� �, ._Sr�b - _— y� 6BARS F BCRS_ i� '�I pon >. �, I 1'!'II 4, / III Y,...i f'.t5�. BARS S I u u .-. ry �— _— — `o _— I J I E7 CT�7R'' NI •I 4 BARS G BARS S� �", ,—.I -� ,o i r �� " +— ! 4 bars AG QCvis.1 To Show Uf,/fy Ga •�"L w I Lal 12" O.C. 112"� I 11/2' ! _ - cz CLR. i9 - /pP f I h .And 'Duc a _ t __ CLR. i--�' BARS A ?eats b 3 �-4 BaRSH 7-.- i�=•.=� \ �—�KN iSTA'f- DEPARThIENT OF HIGHWAYS •- ( 1° qLu/r,�<nf - AND PUBLIC TP,ANSPORTATION Pp 12' O.C.bri - \L Y l\AEI = L �-- \ \ I—�zr As PJE SPENCER HIGHWAY �i Ipz" ! I wz" 3 /2" I I'/2. AT A U =" RMAND BAYOU TRIBUTAR iCLR. F' CLR. ...L 16" G O BE PILES ABUTMENT PILES TO BE sIP.I.�PED c_ ;/; 17 1/2" Lg 7/It" xre 12' i2� BACK AF-EP. DRIVING _ E n_CR A PROJECT (NIXOUr+tt i �. FEDERAL � I \ 6 P 9I(26)h1X 3a�i- \ SECT/O/J OF ';%L/%Y GIJP PL:E-d_ vAR1Es T _ C.DASTPQCTIION JOINT _ TEXlS 12 HARRIS SECTION a- - SPM�KsB:.RtOA'II{C 2EJ 15E9 '1.1u-S •L. rt. SECT o8 D' �--� / \ gmvnY ePIP AT A3UTXeA1 r _ SCALE 3/4 = V SCALE 3/4" V ... Sf"EET 3 OF 9 SFc(:TS 8020 12 009 tAH I cFCTION A -A CL SPENCER HIGHWAY Y 95'-U 47' - 5 41' - 3" PHASE 3 204 - 5' PHASE 2 ' I 14'-2' I 47• _ 6 33' - 4" PHASE i G BENT NO. 1 CONST. FIT, STA 370+14.29 21-7 Ixl I'- 6" DO%:ELS COIJST. JT. \ i-6'rN ,6 PP.OJ. ^ IFIF - - ,� � � G SEARING SPAN N0. 2 i 1 _ r_�—_ —'_ 1 _ �—T— j G SEARING SPAN N0. 1J PLA I I SCALE: 1/4" = 1' %1/4°6 DOWELS 6° PROIL IN I SSC`ION A -A SCALE 3/S 1' C BENT tJO. 1 IF REINFORCING BAR SCHEDULE "'. "1 -'4 N0. DIIA NSIONS BAR MARK LENGTH TlPE -7" 101 7' F7 224' ' _ '. .Af Az -3— 3 0° 101 36'_0OI ^- T7 221 ... A3 3 23'-2" 101: Al 3 25'-I" la' 25' I7' .154 As 3 41'-0 IOf 41 O b7' -251 As 3 41'-0'1 101 41 0 x7 251 BI 2 135'-2# I IC( 35 2 t5 '` 73 ' 82 p 22'-4i oI 22' 4 .' . t5 ' 47 Bs 2 41'-0' 101 41.O *5^ 86 S 97 CI 0" 109' - +5 911 gill BAR BENDING DIAGRAMS 1 +fI IF IF l A A C TYPE 101 C a0c A TYPE 109 ' II NOTE: ALL BARS SHALL BE GRADE 60, BAR DIMENSIONS ARE TO CENTER.- - IINEOFBAR.. -I-'- ESTIMATED QUANTITY SUMMARY''- '•"' ITEM N0. - DESCRIPTION UNIT QUANTITY Y REINFORCING STEEL IL 2 360 421 CLASS C CONCRETE C.Y. •' 205 IL ELEVATION SCALE: t/a = t` _� _=:k` 1057._ lNL/OENiGL. TO.OYNE2'SlD lTBA9S I— ` f` I � }(IF x S' KEYWAY -"'•9i �� F! LIT 1t SPAR, —� STATE DEPAR111 TMENT OF HIGHWAYSIF J17 - AND PUBLIC TRANSPORTATION II L SPENCER HIGHWAY "`4r AT ARMAND BAYOU. TRIBUTARY [p CONC. PILE I N BENT' NO.: 2 .S TO BE STRIPPED IIi/2" Ii/2" ., . K AFTER DRIVING 8 '." ' 8 1/i"—_— IT DRO FEDERAL NO PROJECT YO 11 1/2 ... 6 CRP 91(2olAIX.!" 3g wr IF 9CAlE: VIuRiES STATE S' - rou m CO�NS7TUT10'J IT ` ` BIT K^1VAY DETAIL l' f-z.� D /-rig m / .!/ T(i __ •.l S C ��l �-�-i2 IS 009 1. lot t J3Y.5 SHiEONIN C,� TEXAS . SCA_E 3/4 ... "' ' F o/ ,✓dc beam. SP. -T 4 0 9 H ETS 8020 ... 4.0 + IF . '.:. '....... a_. ./.� isIF I, 0 - '7, - 6. 7' - � � 20' - 6" PHASE 2 � 33' - PHP.SE t Si' '- 3' PHASE 3 6'-3" I ' i e•-2" � CL BENT N0. 2 ' CONST. JT. � 5 i!. 370+51.63 2'-7" i'-fi 6 PROJ. CONST. JT. ,. � z � �� ' -', � � C BEARING SPAN N0. 3 /' / H ; -�- -�-- r � - —1} - �--�-.1 _ _ = I = I I - . � f RFARINC. SPAN N0. 2 ELEV. 27. OB �3 BA^nS AL -BARS S SJ r u BARS A5 ELEV.27.91 -� LAP a'-B�— LAP 2'-0 BARS Ba i �� LAP 2�-10S1-0'°� G BENT M0. 2 I r ONC. PILE '0 BE Si RIPPED "*ER DRWif`IG CTION A -A . SCALE: 3%4 = 7' „ PV+ _ ,/ � 1 I SCALE: i/ <,1'' —�// 11/4' 0 DO:vELS A q C ' •-� - I � z I'-6 , 6'PROJ. TYPE 101 8 8- A .V - ' I ELE�. 26.03 ELEV. 27.75 3 BARS A< LAP 2 10�� 3 BARS Az ELN. 2 i.08 "�\ . �2 BARS Bz 61R5 S 2BARS Ai BARS S \ tJOTE` ' LAP 2�-0�� ALL BARS SHALL B' GRAOE 60 ' BAR DPdENSI0N5 ARE TO CENTER ' �� — �+T�i1��- � �� LINE Of BAR. :-: . . tn� � 1-' 'f--� - %�—',�' 1--'—i— —I� ESTI!AI,TEO QUANTITY SUAIhiARY ^- '�"- II II L3 BARS A! ( I' I II 2BARS Ae L 3 BARS AI II I �2 BARS 8i ( I � ITEI.i N0. DESCRIPTION ': ":'� � "' ' UNtT+� � QL I � 1- i II I I I) I I - �:' P.EINPORCING STEEL LBS: I "'r'� � � '�+" � � 421 CLASS C CONCRE7E CYO LAP 3=5° -Ov,—IOC 10� 21/2" I 21 BARS 5 Ccl 12' O.C. 21/Z• 4" I � 21 BARS S O 10 O.C. r- 13 64R5 S Col 12' Ci.C. 4' 0' I ELEVATION - ,__- �-[�,r' LOSY-_/IJCIDEN/AL .-TO OTWE.K B/OJtEMS ^� a+ �r ., z 3�• Y.EY4'JAY � � `•y '{1d �J/� ' f �y' 'l 1 p� J iEe'��I (�{' GAl Alli VI SPA 5� f _—� 1. 4 L��iAy 97. -, szz s f � -_ Doi. �� 2 SfAT< DcPARLMEM Of HIGHWAYS -�. II � i�� ^ AND PUBLIC TRFNSPORTATION �'� II ref :' SPENCER HIGHWAY JI II •�+��` AT ARMAND BAYOU. TRIBUTARY I�/Y i11/2" i BENT NO 3 r it i/2 - - FEOEINL�A9 PgOJEGi NL . iNfiR�. �� CRP. 91(2GIM%='�". SCALE: VArIES SiaiE p;5i v'0. �' ouN ', cor+S iR�U .TI 1�N�_T- '� TE1':.".,' 72'. `.. •:�;::, H?RR - -.•� Rom,'/AY CFTAII' � � --- . SPh'Y.5 n9 LG11 'JC � � - Cr ,-, SEC J ��. �H.CV _..�✓/y B, J992 /Ooved Om✓e/s .. ��,.� .�z..�o.-t-v�-4'�--. .� � . y ... ..:.. .. .:. _._-. � ' SHEET 6 0= 9 SHETS 8020' .. 12 : 009 � 1 ., � � � REINFORCING BAR SCHEDULE �' ' D!t!ENSIONS.; ' - - � � MARK NO' ENGTH NPE p C �� I> Az I a sB'-s"IIDI ss,sL �^ A3 4 24'-il" 101 24 I( ' � "�, A5 I 4 41'- 6 101 41 — C �PENC R HiCHYlAY �� As 4 41'-6" 101 41 6 et 4 35' 8' 101 a5 8 - I BARS F � ez 4 22'-4 101 22-4 B> Z 41'-6 101 4f-6 — FACE OF BACKIYA.LL 12" CHAMFER S 97 9'=4" 109 2'-2 V2" 2'-(' '-0l< ' I � CONST. Ji. _in. 370+68 a6 �B � B � E 9G 3'-10' 105 O 10 .i"-6" BARS F CONST. Jt, I'� r'j - A � ( I o - F I6 4'-9" 101 4 9 — 1 � � BARS H � 1 G 8 8'-4° 105' 0 8 3'-! A I I I I I I I I I' �� I I �i � H 8 3-0 101 3 0 RSH - I I 11 I - � j � • '-i � �r-1 It i I.J - -I I I i_ _ I I Q��}}} -Q 64 2 37=0"' 101 �70 i 1----i �-- -_"r-F - _ I i I i i _ ' T_T_ � i m�{- Q BS 2 d'.p„ /Ol ¢ G --a I I I �� ,,� I I rr BESRwc I j 1 I I I I I I I I I: L/ I I II/4"4.1001'!EL - \ I I � I I �. � � I 1 x f-6',6"PROJ. � I-4-I I'-6 6"PROJ. L�,-� 20' - 6 PHASE 2 33' - 10- PHAS' i ' 41' 9" PHASE 3 � ., BAR BENDING DIAGRAIA6 6 3 I 1�'-2" .'.. 8' - 0' ' — D" I A A c '. i - _, � - TYPE 101 C . 8�8; SCALE r/4 i' � _ _ TYPE 109' _.-:13� d%2" To � Uf'/'fv Geo .. _ _ _. _ I 42 eaRS E an 12" O.C. 41/2" , I 21/2" 2I BARS E p 12 D C cl/2° 15" � �� - � 34 BaRS E na 12° O.C. � r TYPE 105 - ' 9 B ' S I LAP 2'-0" - ' _.__ ELEV. 27. 78 LAPS=9" ELLV. 27.62 =2. BQ25 e. ..___ _ I ELEv. 27.90 �. . .26 �4 � � LAP 2=0' 2 BARS 8z 2 BARS E ELEV. 26.94 C2 BARS Bd 4 EARS As LAP 2-9'-I� t ---__� 4 BARS Aa - � � 2 BARS 81. 4 BARS Az NOTE' ;. �/3 'U/,'/'{y Gap � -- � -- � � ALL BARS SHALL BE GRADE 60,_' �_ _-�-_--- ��_ I �� — I \ 9AR DIM1tENSIONS ARE TO CENTER-. _._--�-; _ ��I T— LINE OF 6AR. BARS Ba i I I i' 4 BARS 10" APPROACH StA9 10' APPROACH SLA9 I —_ - I B BARS F � N -- � 6 �-40aRSG � � PI2" O.C. i _ a 4 BAPS H La Iz" o.c. cFCTION P.=° SCALE 3/4' 1' � I BARS Baas B- 12 (SF,P�TIOt: A—, ' � aCALE 3/'— r,---�'°=`I �"� r� r� "", 'r�� r� � r� r � r� r11 ESTItAATED QUANTITY SUMHARY' I I I 12 9ARS BxJ �� I I 2 BARS Bi� I I 4 BARS AI� � I � ITE61 N0. - DESCRIPTION UNIt I I i I � I I I_ I I I I I' I. i � REINFORCING STEEL LB6 �� ` � LjJ 4 BAPS a> LAP 2 6' Ls� L' BARS S LFJ ' LiJ LiJ LyJ ' 421 ' CLASS C CONCRETE C Y; LAP 4' 7'J I LAP 2'-0' � �• �� - LAP2-0°— � I � '�� "� 34 BARS S q 12" O.C. 5 ' .�. � ;. 4 V2" i i'_ I/2° 121 BARS S E 12" O.C. � 21/2 L 5° ELEVAT ON ' SCALE• t/;" = � � _ - � C'05.T�NC/DEVTFI4=TO OTHEZ,.-6ID /T.EA d3'-dii° Prom E BiU e T � Uhlly'Gap,� ? P.crs BS /g " _ � �28us Bd r %1 1 /2" x i t r /2" --i ��—1-��—� _ED EY.PA`ISIDtJ JOINT 3' KEYNAY /p �� ' �� I Ir `' ' Ir I \¢-¢"ielep',one Dec><s \_ _ �-- --- � t,� � tE1rtv5es -1u .� / i �d Bers AG r � :'✓G�,� Y , zs a - 11/2" � \ - i _T?Bois 63 - '� ��` CLR. . �' O ''Abufinenl ,eQ K</: dT 5F-�Ur/fy G?—_ / 7/?_ r- � Ar.C7/.-phone O.:cfs -` �I, � ( m - STATE DEPARTMENT OF HIGHW Y6 � ' ¢Bar- /'S AND PUBUC TRANSPORTATION ' �� — N � �4}��-; � SPENCER HICHIVAY `: /z�l� I ,/2 I �<`� AT ARNIAND BAYOU TRIBU '. ,ur�d r Nm�e Bar: "e"o„d �e©ze /,,,be, z9d- - - � ABUTMENT NO 4 t i 6" Gl CONC. PILES i t 1 /2" i/q". To 9G. Q vsc Bass D B PILES TO PE 6TF.IPPEO � 9 r/+- - " BACY. AFTER DRIV�,vG � -' FF.O , . Feo°k,l NO PRt - ✓��%/Q/✓ �%- U%/L/%ice GQP , � Y61 � '.� CRP 911261 1 � � ... !1 % �IBU% MPNT sca.e vARlcs - sT,,re sR.c._ ._ ' COM1S-RUC'IOM JOIIJT � TE%n5' 12. �' KEY,'!AY OFTk L . _. � Saars Cna�o I. nc (`�UiS E+� 7- A 9'L. �', corm.'. sEcr. �Jo=. ' aCALE 5/M1" i' - � - � - a11EET G OF 9 a`6ET5 8020 � � 12 :" 00'. �.: 8" 11" 11"- - 2" 17 SPACES CA 1'-8" � � 17 SPACES !T 1'-6"' 17 SPACES y 1'-b" I `NECHANICAL.CONNcCTORS ' & '"4 DOWELS ® tb" O.C. TP BOIH� EDGES OF BRIDGE. � h25 PRESTR.� CON(:. ..:• ' ' -� _ SLAB BEAA{S 45872 ' .%v .. 10"W x 2"D � �� NOTCHED END N rNi II NOTCHED EOND - - _ -- N ;k"COST /NC/D 7AL ;?O OTN�,? �(O ' EDGE .OF BRIDGE SLAB nU. � R=73S4.40 � ' � � T n BOLT SPACING Cal 10'-0" I I I �� TYPE PR RAIL rir4 ® 12" EA. WAY WIDE BEAP(I I? ..'. ; , .. .. .`: l: `^ U BARS p T502 CL BENT & CONST JOINT � - � p� I I I 1 I I i I I I I I I i; i i� I I i I TRAFFIC RAIL _. � iE4 ® 12 x 41 0` 4' WICE BEAM TYP.) 5'- 5' S - 8�� PLACED BETWEEN `. -�e�� '-�� REINFORCING ' I oI o � �'I:i'UTILI�TY'�GAP � h 1/2". BRIDGE SLAB -MIN.' - N `� i I N. N it ( �I t' - � - - __ O) w a 0 N i m � � I 5 N � O z O O U N I w N � O1 w a a in N I m o � N i N W w a n � I �— c 8 1/2" O .SJ� ism � Y O � m�� 0] _� ¢ �OF � o w In W N Q a __ 4 N `i }.. -Ht ...._ - S Q Iry-CONST.=JO/Ni __ �---�--N I�f^_COl,5T_JO/NT.= .._ .__ _ _ _ , LL(( > POLY TYRENE F AM I III .� I m I y�._.—__ .. .. ppp _ I"1 I BENT CAP jj' �0'-5 5/8" TANGENT OFFSET - �r'I � 1� � DETAIL OF ADDITIONAL REINFORCING AT BENTS�� ` ' -'� � ( SCALE 3/h" = 7' � .. �,,� I � CL SPENCEP, HIGHVIAY � � � 1'=9" PHASE 1 OR 2 Til fi— �I �--L" Lqp CONST. JT. WiERE SHOYdN pI N pl n 1 � 12" EACH WAY . L- mo r� � � TANGENT 2 2" 4 7/2" BRIDGE SLAB MIN Ir II � � .. I'sI ��II I 1 N 'i' `. I�I sl �" CONC.FILL �; r _ � ... _ _v, ICI I I I � ' I SLAB CONSTRUCTION JOINT DETAIL �MI L)I SCALE: 3/4" = t' . �5- - " j 12UBARSC°S"=5'-B' � � - � •. j tt ml is � � -� �� °h�DOWELS ® 78 I(�� L� J ��r rTHDS ONE END � ® 12 EACH WAY . -'I�I� - I I(I I I U BARS m T502 � .,�� .. , I n I I I I I I I MI �f�i I I I IIIIIIIIIIii II Ililllll � IJiIN A 1/2" �.. �' 2 ((h BARS t I "(RAPFIC RAIL N BRIDGE SLAB' ' �� EDGE OF BRIDGE SLAB I�I � --I _2 BOLT SPACING (� 10'-0° � .— � m a. I' TYPE PR RAIL � �� ' / \ R=1<SO.h0 �' I-1 1/4" CLR. / � C BEARING J `— � .BEARING � PROP. 3 h" CONTINUOUS DRIP NOTCH ��' 8 1/7."� 8�?." 8 1 2' _� �2^ � I (C OF �TGH IS 3" FROM EDGE OF SLAB) .. 27,_4„ � �7'_4' � � � MECHANICAL CONNECTION TO' . SPAN 2 SPAN 3 � � I„ 1� DEVELOP 125% OF BAR YIELD I� — STRENGTH IN TENSION AND COMPRESSION. (NO -DIRECT � � Q � � EDGE OF SLAB CETAIL PAYMENT) � SCALE: 3/h" = 1, �;, �. ',. ..;; �. li n n y J �o � -' STATE DEPARiFiENF OF HICHYlAY NN � O w¢ro � � � � � :�F�.ii't y,- AND PUBLIC 7RA1d5POP.TATiON: g � o o �� a o �,,.. s r r� }��"}`�%' SPENCER HIGHWA` I-o zr� `s mmr` � �;«,_ '. ;% :+'1L�` AT ARMAND BAYOU TRIE w ,-v ro � - �' � u � _ = FRAMING PLAN & SIAB FRAMING PL4N `° "°EPua Q ° ��, N C� W w . ��j �L �,C 6 - CRP 91( SCALE: 1/8" = 1'-0" - � �i l SGa<• VAP.IES � n E nab I ��. TExAS .:� 12 3 ' � / l 5�lJiKs�li:RLONJNC (zCV15_✓J 7 24 52� `, coT sccr. ' 'SHEET 7 OF 9 SHcEIS ' ; Hlcnnar !;� I '.I z ears c 2' rt Benl — aura A a' z spa. a sue` earn c e Iz' Max. 1 i� beam Lenglh�Span Length Yinus I � Bearinl7 . s/s � 3�8 L 5 Eq. Spa, - � i. - :�`: ,... i�.: :;yy. 2/ , _ D/u� . :. I ears c I � � Bars c v�— I� T �' . I NaeU' I/2 Pates 3'V!'de % 1 II � l I � i . _ i / 6 Length N7 df 4 Dowels � I I i ' _ - I � � Orl/2 x6 Nelscn Studs of � o�� I _ I I/ CLR <LIIN1 :1� Cast In beams On Etlner I Side Of Uhl ly Gov. See I � T-- �I'�- I� - B I ' L.� - � Sheel_For Spacing. _ m I >N�— �C � I � � Ui � < '� ,�` � I T �i - I I I .� 3'-Its/4° t � t , I I I I I� I Ike—�.4—� � Bars At c t t, k�� aars .. � � SECT,ION , F � I � I A� I _ x-� t:,;— L<' D � � Bara a 45812 .. —� I � Bors B I I� I 1 II � �:11 � � � I � _ 3 7 .. D � I I I I Y _ ' - l �� i• I>' I r I;. I c� J 6)' I I __�--_-- -L—�—t i __�� omilsn._orxayo exl.mce I BARS C (903) I I I Bars C� � � 2' + HOIes of fixed end. a° �x 2� SlotlCd hoes (stiown) of exp end �• Bars A 2'/z" � 3 Spa. C 6" 8ors A C 12" htox. Spa. A_y (Exl. beam only) "—R 4' �elc Rail'Slo-,dar0 for spoc'nq of 8ors U 12" 5", 9' S",. 12" �C sar s B I'-2'/a" � � Bara B e .I z" raa=. sva „_,.. — I '^'- -� ---r- >-� aars A z4,'� z') a' I z saa. e G' I oar: a e I2 Max. SPa. x`y QI C aI � I � PART. PLAN � ~ bars B I_ I' 2'/e° I'. � Bnrs B. C Iz r;ax.sPo. ,_� 'N,�_�(� PART. PLP.IJ -NOTCHED'' END: , I �—I `-- ' ' (EYTER IOR BEAIA eHOYY) I —�^ IO .' ( � t � � ID• ��~ i reors 8 ( Yv�> /-- U (Af first nterior heam) 2%ti � �� 'T y� j Bnrs s (rP.) BARS A ("5) � ,.� ,l _______________________________ � > M1OTE' Bors Az C EzPonsion 71. � (TYPO, / I I (nmchea) end of Beam only. �� BARS U (�5) __ � '. �� 4 _x?—>a- ____ 1 I a crs A 1 Fr1_- -�- _ -� T Beom length m us 3"� � 3 & E' i. I I. � Lt �_ �I T i- �t�-� I - Ii. Y� I I , ears c— >-y— —"" + o Bars nz- i�`'� I I I II � I1 BARS T (�4) BARS B (�3) — Bara G_ _�Y (_ � ��-�� 1 � REINFORCIIJG STEEL DETAILS ';, .. ELEVA71ON 'I AI Fabr'ca tors option, ollernale designs ut'b:'ng we ded r ie fabr'c (ASTF' A185 A a97) t t' .—hlechaniaol conneCl'an to equisolent crass sectional oreo to replace all or .-0 ,of bars A, B,C and T 11 ba Per ft d ELEV. -NOTCHED END develop 12si of bar T502 RAILS % yiald ('%a Bar)In tension � - ' Sircntl with no bone brokon � 1 onA campress'on rN 18"Ctrs. p S'.re�tl +�Ith bond broken - �' � I �. stenos �. - Ts p.E Beam• '� o No Sircna 14 - 1/2" 270K LOl'! RELAXATION STRANDS � U � I � 7 °/o- I / 5'/z ConC. S 1 aD AT Pi= SI KIPS/STRAND I - I __--__- 1 SPENCER HIGHWAY AT ARMAND BAYOU TRIBUTARY! �I I '�Beomed t h" � .ti �— � I t expo l0 1 _ o a o c o o o e o o e o e o 0 o a � I� 1 "�_I I ---- _�_ J . II � � I .CF I I I 1 1 1 1 1 1 II I I I I I i t i i l -I I I ll i-4� �'� � � � � .�DIS RI CT I2, � �. t I 1 I t t t I t t t t t i t I t t t t t I —A I �� li I C `y ' I a. s e* s o u nio s e e s+ a z I II i`�ertFi;. F� .. 12 X 48 • � I. v 1'. � o o dl� o \ E''"air"a� ?� tit ESTRESSED ONCRETE +•� PR C 1' � P - a, % i� i' %�� r �'c� i s.asf FLAT SLAB BEA)A I � �P' a� C zs e �.I z•sPA. I I z'sae. I z%' — g� sTR;.rms/ � �TYPIoCAL oSEC71ON �. �r icP�.:•'Ih� 2 � -�� .,� .w,,.��.r .. -,n rxa., a so 114... �-=i- _ �.tN `) �� Fr'Su 1`?::6c 69 iw5 rCRP 91(2611f% 1N (EXTERIOR BEAT SHOY(N VlITH SINGLE HOLE) �"" � R'ry' //67/�%Z Rc"v'liu-9't- "�: STRAND PATTERN - .. � �. � � � � � 012� meats owo rz oos 309 , _ Y� - i �� d t. _ � - .. . , . ,. . . ]. , T d� >i Sealed ExpsanCo sicrl ✓wnf— 3' S EJ- 5(/) \ �Sco/:o' ExponS' ✓anr 41z°Cant. Overlay r'n<.Over/ay 44ALon ver/ay OxJ ZrCone OYer/GY/ / vlysryr ` �` f� _ pa/ysfyrene F3/•Fsfyre:'e Faam _ �' Pafys/yrcrie Foam Zfs Or-d Grd/i Graut I]� I _..—�� Ori/land 'iG2 2' FOowe/ Drill and Grout �-d. Bearing �FGGC fi`bY/f E('YJ/ ABUTMENT (EXP JOINT) E Eenr INTERIOR BENT (CONTINUOUS SLAB) —�'PF�vrinO STANDARD BEAN4S (DEBONDED STRAND OPTIONAL DESIGN TABLE OF CAPABER &DEFLECTIONS PRESTRESSING STRANDS CONCRETE DN. LOAD ON. LOAD REOUREDLC DEAD DEAD DEAD TOTAL DEBONDING MINIMUM COMP, TENSILE MINIMUM LOAD LOAD LOAD 28 DAY STRESS STRESS ULTIMATBEAM SLAB RAIL "e" FROM RELEASE COMP. (TOP t) (80TT.L) MOMENT B KEY BEAM e BEAM1i STRENGTH TRENG7H CAPACITY PAN TYPE N0. In. N0. END fu(psi) fie (psi) f t (psi) fcb (psi) (Ff.Kps E740 /Fec l) /�erri /Fccf) �� 500J I O 4G9 0.135 D.057 D.DIG O.OJOS 1,2,3 45DI2 IS 3.47 40'eo NOTE DESIGN IS BASED UN uaE ur uL� ncv....., �..�+ �•:.•+••�. -ear INTERIOR BENT ( EXPANSION JOINT) ABUTMENT Casl -in-place Concrete a//shear '--- g 'Chamfer Strip y DETAIL "An ,w (Other suitable joint sealing aferials may be used BEAM PROPERTIES BEAM TYPE 4SB12 5SBI2 3SB12 AREA In'? 562.5 70G.5 Y TOP In. C.03 6.02 Y 80T. In. S. 9 % 5.58 I NON COMP InG 6780 6508 1 CCMP. la 16,537 20,763 V7T. PL.F. Lb. 586 '736 f =_scare �: aclNr C sv-:_svr.•n,nniccs nnnsvrel SI �CTIOn:S SH.0,:N ARE D.IE TO �^-'—J CASTIN-PLACE CONCRETE ONLY. DEAD LOAD DEFLECTION DIAGRAM 4SB12 Fvvn ds✓e/ E Grauf t Elastomeric B y. Bf✓Cl t0 Match �M Beam Slope Level 6" BEARING PAD T`k0 PER ENO (G"x B") (70 DUROMETEP. ) ONE PER ENL (s"x IS") ( 70 DU'nOMETER ) EACH =EAM SHALL HAVE '2 SEARING PADS AT ONE END AND ONE BEARING PAD AT OPPOSITE END, EXCEPT EXTERIOR BEAMS ONE EACH END. NO DIRECT P. Yi: ENT, lrcCIDENTAL TO VARIOUS 81D ITEtdS. General Notes These prestressed contra te slab beams are designed for h'S-20 loading in accordance with S.HT0.. 19.93 Standard and Interim Specif'cations. Prestress losses for the designed beams have been calcu/afed for a relative humidity of 75%. Op bone/ desiyas shall likewise conform. The fabricator has the option of furnishiny either the designed debond strand beam or an approved option beam design. Low relaxation strands may be used. Strands and debonol shell be evenly drs tributad symmetrically about the centerline of beam. All reinforcing steel shall be Grade 60. All prestressing strands shall be 12' dian. eter Z7O ksi Initial pretension for regular stress relieved strand is 26.l and for ION re/axa t/on Strands with bond breakage shell be tightly wrapped vlith waterproofed tape. plastic tubing may be used provided bolh ends and the seam of the tube are sealed with waterproof tape. All concrete shall be Class /-/ with release strength fci =4000 psi and 26 day compressive strength f'c = 5000 psi. - T/�e bottom corners of all beams shall be chamfered 34" or rounded to a -54' radius. Tops of all beams shall have a rough wood float finish SiA1E CEPAATMENT OE HIGHWAYS �^�+,.��i A48 PUBLIC TAANSPGATATIBN DISTRICT 12 PRESTRESSED CONCRETE I2° SLAB BEAM MDD.., rmfs..T .ao .,«F e COUNTT QEV 7-24-°2 IIE020 12 0�09 WILLOW SPRING BAYOU N c�m HOSO.D. UNIT (81 12-00-00) S Nlnn a � Eln 70 FT. EASE7.fENT H.C.CF. VOL. 4110,I a N 0 ± > r t�� ///--- EXIST. CONCR�E �v c ------------ / CHANNEL LINING 250 FT ' V C / 75' 1.180E - 9. G.E. T. VERTICAL CURVE DATA P..O'W. i � N.T.S. PROP, RAINING WALL TYPE 'P. p�� L PROP. RETAINING PALL _ (SEE SHEr. NO. 314 ) c I ' _ HEET NO. o 7CONSTRUCTION — AL TYPE T5021TA L' 67 c MP_(TO PE °`:' f0`J_``)_- - -_ tlt __ II . 1 � I X11—, PROP E R.C.P. OUTFACE (BY OTHERS) q j JC SEQUENCE 20 �' CENTER (� , �� SPE uCER �4VN. --- — TiON SEGUcNCE PHASE 1 29' 6" SOUTH SIDE SY ETRI CONSTRUCTION SEQUENCE PHASE 46 - 1 NORTH SIDE G PROFILE GRACE � _ _ __ ._—_ L-—� — — ab' - 0'. J� Lc_ "—�_ 1 BORI�JG NO. 72 _ _ I---____ In - _—_ _--. 1O" - BEGIN BRIDGE . n' — _- i ? I 9G00'00 20` APPR. SLAB TYPE PR TYPE 1502 TRAFFIC RAIL G SiA. 471 +78.25 I�I / I1 II SEE NOTE 5 'EDESi- 1 II RTAN RAIL PROFILE GRADE LINE _ PROP. .J-S(1 ) ` I1 \Ii 0,' SPENCER HIGHWAY SE,L'cD EXP, JT_1 '1 \ E3:=TJ.1- �= I. --T ' " r ' ti �� h 1 /2 BRIDGE SLAB-MIN. I TO �EEI I LL 11 PROP. Y SEJ- S( 1 ) SEALED EXP, JT. I I ,61 N 5'05820 SLOPE 0.02 FT./Fi. o 20 APPIR SLAB 11', �.. , d \ I I (SE- NOTES) � REMOVED) illy II ' 1 END BRIDGE �I - P h, ri lI 1 ^ I I1 _ - ---- � I ' II � II STA .+ . ..477 ' 6 `� ! O \RIG—iJO-=A-11 '� n) —_ _JI 1 � 1 ----- - ----- G RE„ ^ G r A T502 1111 (SEEPS'',EET IT^O. 3J?)LL 1 ,_ 1rt ` 3 20 PRESTRESSED CONC. BOX BEAMS CB h' — Be _ 22 JTS. _ 1" = 93 — 10" PROP. RETAINING WALL—\ \\\\ \\ 1�1 II RAIL 11 OVERALL 2 (SEE SHEET N0. 314 _ _ _ _ _ . . . . . _ - _ _ . . . .--1 ...�-------=7 = TlT!PICAL CRCR0SS SECTION �' _ , - SCALE. / - 1 - 0 A r G11P R 0 W. J \ TYPES ^ft RAIL f R.,1.1!,VE� L SWETPROP. 9'x 6 OU FA _ - ;JILL L SP,R1M1 BP.YOU�HCFC� UN1T © it - REMAIN CONDUIT LO4'; CHORD (TO REMAIN IN LACE) B NHMA?K ADJUST EX15T. 5 E ITEX ! 120` Fi. EASEMENT , 00 r E". ENTEX N.G.S #Y243 (1978 ADJ. DATUM. ) H.C.C.F. VOL ei . CO— ) BL .RAS — 23.78 (AS REQUIF.ED) I ' O,PC.251i.C.D.P,. BRASS DISK LOCATED AT THE SOUTH- 0 I SEE SHEET NO. 4R4FOR NOTES WEST CORNER OF BRIDGE OVER. WILLOW ON CONSTRUCTION IN HCFCD ROW. SPRINGS BAYOU AT SPENCER HIGHWAY. (ELCVATIONS SHOWN ARE ON PROJECT DATUH.) 1 PLAN _ I • _ __ _ T �� -� G,.NEALN9ZES: ]AASH 1-D-SIGNED-IN-ACIORDAIJCE- THO-1989 - -� I I �- I I 2. FOR CUSS S5" CCONCRETE H520 !ONOIhIC: I STANDARD f = 1440 PSI FOR BRIDGE SLAB DESIGN. f 3. FOR CLASS SI CONCRETE I I I j I -- -- ._(< j440. PSI ._ :O STEEL TRUCTURF-iDESICN.-� - - --1 I 14. FOR REINFORCING STEEL 1 j • ( I I DESIGN STRESS ',t = 2 000 PSI WHERE GRADE ' 60 IS SPECIFIED AND t = 20 000 PS i WHERE GRADE IS NOT SPECIFIED LEM1GTH OF TYPE T502 TRAFFIC -t I - _ I -- I 5 20' [PPROACH SIAB_TO 8E_P 0 FOR q$-�L -_ .1 __RAIL = t ' ,'>=7CI IREINFORCED- C-1C � � - ! ME _ I ! 5. DESIGNED 20 L 5./SOEFi. J FUTURE WEARING LENGTH OE TlPE PP. PEDESTRIAN V G_�Tf� I I I SURFACE. _l r 8'- b - OS- SPACING - -� 8" I PJI ST 472-06.25 7. PILE CAPACITY IS BASED ON SKIN FRIG ION. — - ELEV 57 ( I — — . —III I o 1 I I I 9. 0 F" .I__-- —. ____ _—_�— _--I ! 120 -0 y'OVEPJ,LL LENGTH 5G 0 .20 -0 5'- 0 Vjt NA__ I 1 I I I ( I I I —I I I i ^PPR. SLA 20 PREST. CONC. BOX BEAVSA. R. SIAC � ^ND BR DFE I I • ! 140 ( I -- O WING If LE STP 7 25 cam . 1 — 40 1 BEGIN 6 ICGE I I I/ J-- —__ !_ - �—i `—SA 171 7 =� �,__hi C A S E l 2 �BT _ —.— __ P.G. ELEJ, — 24.981 1 rl V^I TA ( JIPlG TALL —P G—G EXIST CEP ERL THE PROP y, OP r l I ' ! twar1 T '•, eA I 2C RING I D 71 1 BORI NO. 72 zo — — P EFP-ri � _ j_c D c� n �I •caYDI, z:,IL cR � \r I � /,(I PROP. LOWS CHORD ^ 'N. — 22.08' 1� /I1I IIy�� l� ti22,Ov I AY, A c_ cR 711 I ( ' s4 0 • P. t ING WALL EXIST. LO,v C�OP.0 ELEV. S ' 1 L CLAi SLC5, ILT GR £ FD T .I 3: 1 (TYP.) �I , 11twP 3 PROP. C YR. W.S. ELJ. - 21 .i9 i I t I�— IfI - --- _ -_ —_ - _ a . _. _ .- 1 f! 11 EXIST. OP�'', 12 11 �"i1`-PPOP 100 YR x,9.5. ELEV, 22.20 L — � 4_ I Y F.D L0 PERM NEN STRUCCUF7C .N0�8020__ '25 _ i/ -[-' ' -_ ----.-- -_ - - - C..AY SL'Y, RD Sh Cta SBYPD 1 I•— '---- I (, 15 IUi CLnY C CS P,C STATE DEPARTMENT OF HIGhIV1.AY5 I , IIp SEC'ION R AND PUBLIC T - 16 I I /� 1 C.IS CA CS, G TIJ Z TRANSPORIATIOhI s. cLv L cr m — — — zo ( s F 3 BRIDGE LAYOUT z6 D o is `-5— a ; , bas { -- --- -- - - - .• cz z. T r �Y : " SPENCER HIGHWAY OVER -2Q -- _—� — ._ CL BUTUF y0 1 C PBU L ',dJ7 NC 2 J� Sm. Sr 472+36z III ; sE r c v 'II WILLOW SPRING BAYOU - 15 ;EACH ABUTMENT T UNIT - - c' i I it C' Y SOY LT cP GG Tv 1�' -- ( B 1 12 00 00 ) - - • .. .-_ _ . __ . . _ -_ J - _ _ __ . . . _.- SCALE. 1 = 20' H&V °. EDEaa no a OJE =")c 1+Y SL'Y,� 6R T I• CUf CA CS RD & GR F L t5 t.0. . . _ _.— . . ._ _ -_ j 1 r' 6� CRP 91 (26)•.1% 311• 1 -- j — °LEVATION .I I ARKS awLOW,INC. are LATE F I- — _ ._._._ .L . .—.. J — �—_ _— .._._ SECT. J<9 HA GR;S N0. oXA6 12 L_ ._—_. - �__..._ _ —_ . _._ ' -- —_-1 8020 12 010 MH — .72400 - ----TEXAS HVM 1 OF 6 SHE'iS .. . . . .. ... CONCRETE PILING LOCATION PILE IJO. OF LENGTH MAX, PILE \ I - - SIZE PILES EA. PILE LOAD (TONS) _ ABUTMENT NO. i "o'x16' 15 32=0 Al ABUTMENT N0. 2 I6"xf6" IS Al r. - \ I —CI 1= • 1 'f _ ESTIMATED QUANTITIES (- I� ITEM DESCRIPTION UNIT CUAN. / I Y 409 'CONCRETE PILING LF. 960 �fl L PROP. 46 R.C.P. 11 ( BY OTHERS ) If iy� 4 END BRIDGE E BEGIN BRIDGE 90°0000" END BRIDGE 90°00'00" BEGIN BRIDGE ( I• I jSTA. 472+36.25 i I STA . 471+76.25 �� II STA. 472+ 36.25 o-- STA. 471 +76.25 - o - F� �'fl CE SPENCER HIGHV/AY 1 = SPENCER HIGHWAY I^ ( ' _-0�I N36° 5828E N86° 5028c �fri � � ! al , . = 1� Ix I- Lii I z ! ! ' Ui I- F GD— I � a 0 O _ � O BRIDGE ALIGNMENT PROP. 9'x6' R.C. 9OX. PILING LAYOUT PLAN ESTIMATED QUANTITY SUMMARY ma ; ITEM DESCRIP'i ION UNIT ]QUANTITY `'• ��Z "`,�' 409 (CONCRETE PILING ( IS' 6D ) L.E ___ �•'• ••••••• .•.•••..:A.) Y O.rYANi W. 42I (CLASS C CONCRETE (ABUT. ) ( C.Y. I 68.2 42 ( CLASS S CONCRETE ( 5!AB) G.Y. i s . 57.0 425 PRESTR . CONC. BE4'M ( 4620) L.F 1372 .33 I. BY ARROWS RO SOD ARE I O OFED BI TBE SHOWING Di ARE INDICATED ON ATED 428 (CONCRETE SURFACE TREATMENT S.Y. I 621 SLOPE (0r 4006 SEALED EXPANSION JOINT LF. 192 2. BATTERED PILES TO BE BATTERED 450 RAILING TYPE PR L.F. 197. 33 ON A 3 TO 12 SLOPE . 450 (RAILING TYPE T5�2 L.F. 227.67 3. CONTRAC iOR SHALL CONTACT RESPECTIVE STATE DEPARTMENT OF HIGHWAYS UTILITY COMPANIES, PERTINE DEPARTMEMTS AND PUBLIC TRANSPORTATION 496 REMOVE OLD STP . LARGE EA. I I OF THE CITY OR THE UTILITY COORDINATING x 00 LEm6rJT STAofu'5ED gf.4".Pf !L C,�, lyl COMMITTEE ( TEL. 713 223-5567 ) 48 HOURS " PRIOR TO EXCAVATION. SPENCER HIGHWAY WILLOW SPRING BAYOU _.. - FOUNDATION LAYOUT W JECT i:0. .--.-_-.-..�... 31 .2 COUNTY SCALE ' 1 = IO' HARRIS ( 1 .fl1 S�&R{Ay HIG:iWAY N0. SHEET 2 OF 6 SHEETS I MN REINFORCING BAR SCHEDULE MARK R�' LENGTH TYPE` II. N5 5 BAR NEIGH O' A C SIZE 96 AI 4 133'—I" IOI 33 —I" ! — — ° B 353 48' — 0" 48P — 0" 42 I 4 ( 34'-2" 101 134'-z" I 1 '" 7 279 20' - PHASE 2 29' - 7 PHASE 1 A7 4 1 =11" 101 124-II — — � 8 266 46' - 0" PHASE 3 P Aa 4 123''- 1" 101 123'- I" * 7 169 2'-0" 16 - 11/4" 0 DOWEL 12'-0' As 4 45'- 9" 101 49-9"1 —_ L 489 11/4" 0 DOWEL I FACE OF BACKWALL x 1'-6", 6" PROJ. AG 5 4s'- 9" 101 45'- 9' I — I — I `7 ' 46B x I'- 6" , 6' PROD. CONST. JT. STA. 471 +76.25 B' 4 31'- 5_ 101 31'- 5" — — __ 131 CONST. UT. �-.`� r''I Bz 4 101 22'-4" — — 5 93 1 4 45 - 9" , IOI 45=9" __ — 5 _ 191 BARS F / C BEARING BARS f J ( I ! - -� - ) - E 97 4'- 10" 105 0' io" 2'-0° *5 �9_ _ F 2014 -4' lot — t5199 _ 1 _ -r-I-- 1 ; - ( I I I i ce— L tz G 8 99I/2"'_05 o'-81/aid-6V2" * 5 62 m I LJ F" '� Li f-� ( L- Hr LJ ' '� H 10 3 I �— ! ! ! BARS H o � SI 64 109 I2�2 V2"I�2'- 1" IIOL4i/1'L�399 A I I I I , A B �nj sz 39 9, los (z'-21/2— Q - " 1 -5 390 BARS H I I I I I -�� J _ _ Lr L� \`- i6" IL CO^IC. PILES \ 12' CHAMFER q SPENCER HIGHWAY Mimi ( TOTAL- I 394't BAR B'ENOING DIAGRAMS PLA A A C SCALE! 1 /4" 1 ' TYPE 101 8 B A A TYPE 109 8 B TYPE 105 6 46 BARS E O 12" 0_c. 6' I 121/2" 21 BARS E ! 12 O. C. 21/2° I 31/2 30 BARS E (a 12 O.C. 31/2" LAP 2 -0 BARS E BARS E ELEV. 23. 13 I ELEV. 23. 17 ELEV. 22. 80 ELEV. 22 . 21 ELEV. 22 . 21 LAP 2'-0° NOTES 2 BARS Ez 4 BARS A4 /--BARS Si ALL BARS SHALL BE GRADE TE. 2 BARS B3 5 BARS As LAP 2'- 9"� I , pp �(_g" nI / —2 BARS BI 4 BARS Az - DIMENSIONS ARE TO CENTER- BAR BAR. BARS Sz LING OF BAR. -y--�— \ - --- —_—/ ----------- �— --- ESTIMATED QUANTITY SUMMARYI --------______ ----- --r —�— ( I ,I ITE4 NO, CESCRIP iION UNIT OUP. 1 � � _ —II ! ^!= 4 :O REINFORCING STEEL LBS. 3E..4.I —T-- -- r '1 iii r —I / �T— r1 1—i 421 CLASS C CONCRETE C.Y. _ 34.1 1 r -� r-1 rl r1 I I I 2 BARS Bz i (2 BARS BI I I I 4 BARS AI 2 BARS Bs I 4 BARS As I II II ! ! 4 BARS A3 I I I I I I I I I I I I L Lt+J LIJ , L jJ �� L�,� L J L',-1 L� -I L!J I� L4J LAP 4'-7 " LAP 3,-8:: II I'-i" 13 BARS Si & 12" O.C. 2" !i 21/2" 21 BARS Sr (6 12" O.C. 21/2" j1 31/2" 30 BARS SI (d 12" O. C. 1 3 /2' 3' 39 BARS Sz 10" O.C. — — 10" ELEVATION SCALE: 1 / = 1 ' * FOR CO NLTtiACT025 , NFG 2MAY � � 10 APPROACH SLAB / 10" APPROACH SLAB i I I—t 11 1 /2" x 1KEYWAY 1 /2" I-- SEALED 'EXPANSION JOiNT( Fi .. SHY 3 t 5 3 __ For_ na—A,�s� C n BS BJ� BARS E I1u5iS BARS A ice.... . . .... ... . ... . fl....:. ........ . . I 'j j \ / BARS S ! 44,; � S: ,-4 BARS G BARS 8 _ 1 BAR As Q 12 O.C. i ` I w II/2" CLP..--L- -- � II/2" � m L, f1 106ARS F BARS A / CLR. ' I ^ __ I v I• �- - _ - NI h 1 /2 I, SAND PUBATE UCMENT OF TRANSPORIATIONYS 5 BAR Oft) �- \ I,\ l 1 _�] I-- — - _ :JS n�. 1 D \X G SPENCER HIGHWAY ! ( ! 1 /2' "; r AT WILLOW SPRING BAYOU ___o " ac.O.c I - - / L ` ABUTMENT NO, 1 - _ I / \ ( \\ .- 16" 1� CCIJC. PILES tt 1 /�—�.9 J � I 11/2" PILES TO BE STRIPP 12 t . BACK AMER DRIVING Fiv4D. FECEFTL do PRC:ECT N0. I LLX' / �f/ rwvflfl 72" I I . \ `{ \ ! 6 CRP 9I(26)MX,ETL. 3l3 BCALc: VA91E5 j __ CO__ E0-10N B� c __ R Cr__ JOI_�T TEXAS 12 oa HARRIS SCALE 3/: = 1 ' KEYWAY DETAI, �1 FPhrKtE,I?LOY^INC SEC. NICN',VFT NO. SCALE 3/.� o t ' �1J SECTION A—A ` SHEET 30F 6 SHEETS 8020 12 010 MH SCALE 3/4' I ' REINFOP.CING BAR SCHEDULE DIMENSIONS IBAR y IGHI MARK I R�' LENGTHI TYPE A 8 SIZE I( � AI 4 33 -I" IOI 33' I" — — 4B ' 353 A2 4 534_2° 101 417 279 • A3 4 ( 24'-I I" 1 101.... 24-I r Imo_—" 7 266 44 4 123'-1" Lo, 123'-I" — — ^ 89 I . A5_ 4 145_9"' IC)!1459° -- I __ 489 Ac I 5 1_45 9 IOI 145 9,� _ __ i !68 , _ 4 I °I� 101 131 5 I31 - - 82 82 4 122 4 1 101 1 22 4 �_ . _-3 . Bs 4 4$- 9" I 101 145- 9" 14'5 I 191 1 E 197 4-10" 1 105 0'- Itl' 2'-O" I — '5 489 F 20 4'-9" 1 IOI 4'- 9"1 — 1 *5 �999 C CI_8 _9 -9I/ _05 105_0'_81/21!4.6V2 ��5_52 _ 04RS FBARS F H 10 ! 3'-0" 1 101 I _-0" 1 — _ 5 31 HIGHWAY :ACE OF BACK'IVAL L t 12" CHAMFER Si 64 1 9'-4"1109_2-21/2` 2'- I" 10_4121_ 44 f 399 CONS] . JT.-1 KQSPENCER COAST. � ST/+. 47::-36.%5 g , � a S2 39 9'-7" 1 109 1221/7'; 2'- I" O'-6" I 5 � ° r,, j T BEA.RINC _--\ BARS H 1 j IPA I I � 9ARS H I I I I I 1 I 3 I I - Y I m m r � r f r I I i \ r � H �� f I I r1 I -1 I J y � __ Torn 341 ING DIAGRAMS fttI I I -�I—UL� I�,f l A CI U, C I I ! L TE" (g CONC. PILES Li L� I li/4" O DOWEL 1 B U 0 DOWEL 2•_Q" ( 1B'- `i" x 1,_6„ 6" PROD. Lu� IzI l4 fi, 66 PROD. 20' - PHASE 2 29' - '" PHASE 1 ( A TYPE 109 op _ 0' — L IPLAN TYPE 105 SCALE: 1 /4' 1 ' 21/2" 111 31/2" 30 94R5 E ca i2" O. C. 31/2 46 4RS F� 12" O.C 6" I_2 21 BARS 12'O C t ELEV. 22 .06 I ELEV. 22. 98 11 ELEV. 23 .02 LAP 2'-0" II ELEV. 22. 65 BEARS E - ELEV. 22.06 LAP 4 BARS S! 2 BARS BI — 64P.S E 5 EARS As LAP 2'-0 2 BARS Bz 4 BARS A4 III � 4 BARS Az NOTE' 2 BARS BS P 1- Ii ALL BARS SHALL BE GRADE 60. LAP 2'-9"-1�t �� 1 BAR DIMENSIONS ARE TO CENTER- BARS Sz Ae —.----`_>Ni 1/ -j� x{l LINE OF BAR. �---- y l—�•�—}ij =1 II I I ESTIMATED OUANTItt SUMMARY� �,___ —( ITEM 110. DESCRIPTION It UNIT QUANTITY y_�/�--��---- ----�- 0 rI r -1 r -IY !II f 1 1 r -I r -I r1 r-1 =f 440 REINFORCING STEEL LLBS. 3,,949_ r" , r-� / r in_ r� I I 2 BARS Bz I I I I I I I I 421 CLASS C CONCRETE I C.Y. 34.1 I I I l I I I I I I I I I I I I I i l I I 2 BARS 63 I I I I 4 BARS ASLii _ LFj 4 BARS A3 L. Ij Lrl Lr Lr V� V� L LAP 4 7" I LAP 3'-e' 2 BAPS & 4 BARS AI 31/2" 30 BARS SI O 12" O. C. 31/2° 39 BARS Sz (cT IO" O.C. 1'- I° SEARS SI Cc' 12" OC. 2" I 21/2" 21 BARS 51 e 12 O. C. _—,21/2' 11 - 3l 39 ID" - I _ ELEVATION For c.. .: ;r r �-o1:-s tFor .;tg: omw SCALE: 1 /4" = 1 ' 70" APPROACH SL:.E -7 / 11 1 /2" x 11 1 /2" 10 APPROACH SLAB L3 �- SEALED EXPANSIONJOINT i y,=F 5 F*T 31 S 3" F;cT;IA FY / IIII I Fan. D :rnLs) ( BARS 6 N �J' ^}' . I It . I BARS E I I ^ /r> ��`~1�,. ! I BARS A—�'—�— / f sFYMIT 1'/. S ,16 -i _ BARS S II L_ .- N . . . ... . . . ....... .ARS G BARS B—� I BAR As • 11 ct @ 12" O.C. --'—A — 1 -�L a� 11/2' CLR. -_I 11/2" r r—s- - CLR. ' � I BARSA ½/ I ID BARS F -- 1 l _5_e jIF STATE DEPARTMENT SOFP HIGHWAYS o N j H____ - T _ I � 1ft AND PUBLIC TRANSPORTATION c . BARS H I SPENCER HIGHWAY @ u " o.c. \ 1 \� \ I I AT WILLOW SPRING BAYOU — 3 /=" ', t /2 ABUTMENT N0 . 2 1 _ nl 1 -- 1G' tED CONC. PILES LI L 71 I /2" g 1 /�' it I IV2" `/ \ PILES TO BE STRIPPED 9 1 /4"= PEq�7. FuDEFlAI A0 PROJECT Igo. s^�' II/2' 1 "< 11 BACK AFTER DRIVING CLR. I 1 I CLR. 6 OP 91(261M% 13 /4 12" SCALE: VARIES STATE 5� 'jr cGU:Ftt I / CONSTRUCTION JOST TEXAS 12 HARRIS SECTIQN B- - I `\ Y. F`.^.'IY AY D�A!l, 5?MKSc60.9!C'+t,Ir:c CJn'F. 5Eci. JOB rerv,Y SCALE 3/C 1' I SCA E 3/4 - 1 . ,. .s u..+, - n.... SHEET 4 OF 6 SHEETS 6020 12 1 010 MCA1H CECT!,ON A—A SCALE 3/. ESTIMATED QUANTITIES T M I RIPTIOP UNIT UANTITY i - ° MECHANICAL CONNECTOR OB.ClPLG_S-Fc lBS. 8 29G 1 =p' 38 SPACES © 1 - I •, - 421 S QN P. cY. �_ B. .3 c.'c �-DOOW L$ ' 8 TIP. pRESTP.. CONC. BOTH BRIDGE EDGES. _425__ L. F. 1 , 372. 33 I' BOX BEAM$ ___ 10" W x 2" D t0" W x 2" D NOTCHED END II NOTCHED END EDGE OF BRIDGE SLAB ( I C-I I , NOTCHED iBOLT SPACINGec 9.'- p'' �— -"h 12�� TYPE PR RAIL t i NI^ ! w., m I I 111111! 11 I! i IIII 11111! 11 IIIIiI III .{ I- II TRAFFIC RAIL I Cl a I o_ s I I c N 0 o zo I b t r C SPENCER HIGHWAY 0 PH.AS 1_0R 2 w ___ CONSTR. JT. --- � I — _ I l WHERE SHOWN cfl ui o N I �I b a v ; SEALED EXPANSION JOINT a. _ 1 114 �� to" 3 SEJ - 5 ( 1 ) h 1 /2" MIN . o_ �. N r EACH WAY 1 , _g„ 4 1 /2" / MIN .) 10" APPROACH / ( ) h j LAP I BRIDGE SLAB BRIDGE SLAB O � I NI I I 7i. 2 $LAB / E1 i4 EAR$ C� i2 1 � - � •1 POLYSTYRENE _ I _ ,. T FOAM 8„ l o 'n PEP.MISSA.BLE N CONSTR . JOINT rr 9I CONC. BOX BEAM1 1 N 12U6ARS rrt 6 " = 5'- 6u FACE OF ABUTMENT I ��}I \� BACKWALL I . c 2'-S CAST IN PLACE CONCF.ETE CHAMFER STRIP N m � c m 1 i /4" DOWEL % 1 - 5" 01 I �1 /4�• 2.. U BARS d T502 I o1 I Io I I I IIIIIIIII ! IIII IIIiI I ! !I . TRAFFIC RAIL 6 1 /2 BEARING BEAM JOINT DETAIL I z (, I 12 BOLT SPACING ca 9'- 8" SCALE: 3/4" = it L- 1 1 t r ---i ` TYPE PR RAIL 2., CIR I `— EDGE OF BRIDGE SLAB — ^ BEARING 4 DOWELS © 18" ABUTMENT DUAL L - 6 SEARING I � ti C• r4 © 12" EACH WAY " THOS . ONE END y` SCALE: 3/4" = 8 1 /2" _JI • 8 1 2.. � f 4 i /2•' .I _ i.! BAR$ bvAflidi."sd 6C' — 0.. BRIDGE SLAB ` Jy ��" -{ SPAN 1 � j---��_•--.• /-'j „ J c3Lfl J N ! I I I t / M1" CLR . STATE DEPARTMENT OF HIGHWAYS w � `( - PROP . 3 T CONTINUOUS DRIP NOTCH co AND PUBLIC TRANSPORTATION w � � v % n (y OF �TCH I$ � FROM EDGE OF SLAB) A . . n oG + F; l ._ SPENCER HIGHWAY 20 T moo ic1ECHAN !CAL CONNECTK)N TO . AT WILL0`N SPRING BAYOU DEVELOP 125% OF BAR YIELD FP /.,;.SING PLAN & SLAB DETAILS - Zv_ co Q � 1 - 1 STRENGTH IN TENSION AND 50 < ow Cu COMPRESSION . (NO DIRECT ____ © u LL EDGE OF SLAB DETAIL PAYMENT) - 9. D. � FEaERA� a0 Paweci r+o. EiIrc1 ^n t P,AMING PLAN SCALE: 3/4" = 6 CRPr91 (26)MX Y- ;At : VARIES STATE _ SSS12 tOUNtY \RRIS SCALE: 1 /u' = 1 ' - D' TEXAS 12 W\RRIS PAASL.k6>Rp0'N,IYC r:0: SECT. JO9 HICNWAT N0.'+ SHEET5 OF 6 SHEEi5 6020 12 010 MH STANDARD BEAMS ( CEBONDED STRANDS ) �E TABLE OF CAMBER & DEFL. BEAM PROPERTIES (DIMENSIONS AT CENTERLDIE SPAN, FT) Boni--1 ,In PRESTRESSING STRANCS T CONCRETE ON. LOA0 ON. LOAD REQUIRE 8—e AM TYPE 4 B 20 5620 Q. Sent 12" Box Length _ span length m _ Y top 592.4 Tlaa 2' ' Box L¢n91h ' 6pan length minus 5" TOTAL OESONOING MINIMUM ODNP. TENSILE MINIMUM TNEOR, DEAD DEAD DEAD Areo t^i U3 4" �pr3 C at 12" h1Cx. �M. ears C I .3,� 6" , Bars C of !2' Max. Soo. i'-�" BEAM _ 20 DAY STR ' s Rc93 AMOE BEAN FROM RELEASE E= ST _ L"..TIMATE C R LOAD LOAD LOADIn 10.20 10.13 BarsC . .J'. 5It M -' I� 1I I _ SPAN TYPE BEAU END 4 � AE.4GTff �aO�NOP.N I TOP [) (80TT. f� MOMENT II B IKE RAIL COMP n� 0,138 Y NT BLABY boll 9.60 9.0] I Jd I Bars A NO. d • HO. TCAPACITYY I NOII M1 2 33_ed IN ROW A Bars A In. lore to 6' 1111 (veil , tc (Pell let (wN fcb (Oct ) ( FI XIP• ) COMP 5AIT 6 TAR III ' I S t 4920 30 v.3T ( 4000 Y..(h0 1?22 176 1511 0.57] 0.33n 0.0Ev 0.044 and F.LF. L . 61T/ - _____ ae I if if 1 ! I If , I I 51 2 2 r ., r ears C I lor9 fo�15' � ;I r l • a Iz m 1 ' '., I ( ! — r< C 1 Beam end one lest GENERAL NOTES: — I{ Sets D x i l Sealed Exis 10". BI ck Out • 1-1" I'—(' two stirrups parallel These prestressed cmcete box obeams are designed for HS-20 loading . . r , - ______�„ j m o Bors D Joint r Tut (I(Min. ) Cor.c. I I � � to do bent accordance with AASY..T.O. 1_ 93 Standard d Interim Speeflcoflons. ' 1 ! I I ( 1 Bars A I Bors A OveHoy Prestress losses for the designed bsems have been calculated far a _ CO II , m1�3 „i1 _ ___________ relative___ • I H r� i ' ll I I I ( -TnI ' I I 1 ! Bars B N : r— —r IL — Low relaxation strands must be used. I Bars B I j„ _...I — -- _��—{ _ . . No alt hors 1� 6 r- ( _ _+ _1T 1 o I --_-- _ — ue shownmetnc i the cam cen er I shown. Inhuted in rows n �— N _�— —_ _-- —�� AT SKEWED END (LESS THAN edc dS os'lagsn ��? ng lshali be evenly strands dis . �_—__I__-- p _— ------- — -- J" KEWE 3•) > Fror to designed afirst , an e AT EXPANSION JOINT Bars A 2 I5� 6 Bars A et 12° Max. Spa. I 1 boA beam i ne Bars A 2=1„ 16 ( I Bars A at 12 Max. Spa. I I �`�-•"�---''- - 1 — All reinforcing ISeic shell be IGradcl'60 as • I. 1'-�' 1 gars 6 at 12 Max. Soo. Anchor holes I I , I I Bars 9 of 12 ' h(D_. Sea. N — III II i _ �JI sym oily a ------ . I i IE,F required foroutside I P — Wit-'—' R " P—t III Alfprestressing strands shall be 1/Z" diameter, 270K. inifiai pretension for PART. PLAN oxe9 aniY. TrP.) PART. PLAN -; -- 111 , I n 11 I I 111 j low reaxation strand is ' IA K. Shards with bond breakage shall be lightly J 1 IL ,1! _ _ _ — .0 "� wrapped with waterproof tape. Plasticlubing sealed be atsed providec both ends and the se m of tube are sea d with w erproo lope. • r— D 1 — III ) I I 0 till - = rr Bars A I I 1• ' N All concrete shall be ^Ciass H with strength as shown. Bars A a 1 I J - 5• Box i--9 .z dforms ve V . 11 r. I J z ,`?' _ _— . --_ _ board vat shallbe waterproofed. i __ 4—'e �_31�'• I{ a used for ids, they_ 1 1 cr Bars a (— ( I Bars 8 ______ �—+�'� I 2 � � 1 6 -END BLOCX REIN=ORCE`. ENT - _ The tholtom corners of all beams hall be chamfered 3/a` or rounded HI , i I to ti rad us. Tops Of all ¢fifes shall have a rbeah wood {loot t the beam ends except of L , I P .. Bars C ._ - amen Bors c — ( I 1 fl, l + ` I 1 B O X " END D DETAILS T A I L S _ h sl ondst may fi 1,d 2 i maximum necessary at the ens except sri • ELEVATION o loth rc o9z • • ckwau abutment I p s . . • . 5' Box ,4. .. po sion joints.LW . Fc<e of ELEVATION a 7V2'Is1 9% 517n ! 4' Box bo 473/4 " . r2., 2„ 3, _ 74 " 2, . F� 4' 4" 5' Box I %a Rod. (Type) 2 ' p Hales in beaing II j I2 5 - 2'- s ='4 " Veid , 5 ' .2' � I 6dz fieam--{ 3 - 53/avoid 5 z� I 3'_4" 4 Box �- I felt outside boxes on1Y, 2 Eq sea 9 / 2 Eo. Sea. where dowel bar is 6 Ea. sea. - 1 _03/4 I I • t-O;G _ . I required. •I —� I — Oi jA \ ' 0 !II - L4 BARS A ' 3 BARS 8 5` N _ I icy p Imoit, I . '_J. . Ih I v - i I n 3a ,hi o BARS P 10 I 3'-10 / 5' 6cx Bearing — 1 ( it I -1--- IZ II , - fL8 eI 1 ! 11 51/ , _ 3r ` 5 J r �! • 2 / N 1 2 ID .4 14 Sax Box 1¢nalh m ____ L 11 a jIl po 1 I J Chamfer - - a' ___ _ m l -� 3 <��2/Z �I I I P I I I (TYPJ 5' Box = 5 BARS U ' — a II - I j I I 4 Radius (TYPO —• it II �C I ' III j--f--j- I C�. • II Snl III o itz Rod.(Typ.1 III 111 Ali - Ili l ` I %% 'Radius �.! I I. „ S' 6oz 2'-t3=/.t" ONE PERBOX -LND ' �_ �_� ! � 6' I r - --- DETAILS OF ELASTOMERIC BEARINGS ?Iv I�------ - '� 1„ b Air vent of mid-sFan I —I _ 4'_01/4' ISt Box - r—U i -II %a I it % I x- BARS D 2'- 5Yo' I - 2 - 5Ya 3'= 113/-r 3 - 9174" 4160% 3 eARs N - c�i 4'- 113 �, • J — _ Mechanical connection 4 enRs c M SECTION SECTION to develop 1,05/0 of bat yield 0 Bal ) R tension REINFORCING STEEL DETAIL SA•41/2 Cone. Slob NOTE ' Al the option of the Fabri<nfcr, 1 TYp, Exterioriofl Beam .fi it At Fabrica!o-s option, alt erne!¢ d¢slgrs ut'I :.mq wMded wire fabric (ASTh1 AIS5 cr - °• / i msido beams may be furnished ` g e f with anchor holes. r 1 . I- - I" - A497 ) of equivalent cross . sectional area torepiace all or some of bars A , 8 , C , • 1'-1 1'- 1" - -I and 0 will be permitted . ( r 11/z q Holes of fixed and. I A ( - I I • Ili x3" Stalled holes at - JE _ ozp. end . Required for 1 � l ill ElasiomEric ' 1 cutsice boxes Only, (Typ ) (S F o Inq 1 Bevel to match Big. _ - �-- First interior boz beam I I for ltt tion.) • heom slope • • I ijl N j ' j em, III a ro RAIL BAR DETAIL Ii B z nj nI _ I ' 1 - . � • . III , : III j I } ! I v a m . SPENCER HIGHWAY AT VJILLOW SPRING BAYOU III , �,. I ':.-. S< ^L m ( �„ j r'- I—') �. , I I IL.• Y I 11 ` BEARING STATE DEPARTMENT Of HIGHWAYS I fI I ui1 i l 11 I ILI 1 1 A Symmetrical abaul BENT TYPE x ' AND PUBLIC TRANSPORTATION u m ESSED _ —� 11 11 I I : I : III h� D PL�INdBEAR11GDa box end n z a a s 61111Ul 111111IIIIIII432 r iz3a sT e9 tout t09846 4321 N1 c )O ORO c E"i 9g11 121314 14 13 1Z11109 ] G 543x1 =N ( - u _ _ 1 (7tx20") (7DDUROM!ETEz� — onneperboxendm pal/4Pain! � ipan PF� ESTRDISTRICT 2 I } Ahul. 4o. 2 B B ..� 4' f' I 4' Y'� .. . _ I .kl, _ 2" Spa. I — 2S PO.a. 2 /g_ _ Bea g O rin• 2 '/n-� CONCRETE 27a'� 2" spa. � I 2„ Spa r2 i?" - �—' .,. STRAND PATTERN NOTE, Deneclonsshownare 1 2011 BOX BEAMS STRAND PATTERN Strand with no bond b oken • due to cast - n- place (NJDD� 0 Strand with bond broken concrete only. 0.029 —� 6YEEr 6 OF 6 SHE'-T• }t /q� 1 BOX BEAM A No Strand [t%`' � � R {/�� BEAM 0.042' ____ o -c rscd _____AL r _ :-. Jf � C� oiP 1 . 1 LJ / \ VL I,AI .. . 4t ( NOM .) BOX t-+ EA )I O (tiG HAL MAY +1480 �y� nxir C9P^ 9e(a2 )Al c 1 � DEAD LOAD • CK w� D.Rc• B J B 2� 5 - DEFECTION DIAGRAM '^ 12 NARes eazc Iz olo " la Barr C 2y/^nl^�2° 4 2 Spa. C 6 Ears C C 12" Max. • - 2 >/a" ears C 3°� 3 Sp. C 6 ° 6ars C C 12" Max. 2 %6" , 5 Eq. spa. - -- - 2" 1 Beam Lenpin Span Length Maus 4 " 6Iz" _ ( 2 6" =nl — 6 / " 2" I I Beam Length n Span Length Minus 4° >- Lx EenI Bearing 'u Bent C. Bearing a o Bars A On exterior beams omit shear key I _ �� I N �II \ / 6 ruppiy bars U. 6crs A I \ ' 1 C—ia —Ia �� J ., _� `t i �wT ii -` r�-�L�— T i%o° Cr. (Mn.) — - - 11 _1—j-- p� ( �C i Barra — � L Bars a d U - II. 'r y Y " i O^ � ' Eli %' n2_ lu mI ___ (_� F — —1-- Bars A o I — < — Bar: A SECTION T __-T 3SB12 al I __Bars ? �- al I Note- Bats Az C Expansion it. L- L� `—!' j-"11 � —omit shear kors key on ext. face ' ( notched) end of Beam only. B3jh' LBarsC —v I1 / I„1 l Bars A 21/ 3 Spa. 0 G" Bars A C 12" Max. Spa. I I iE2 C Hole m anI fixed end. 311 x i /2r Slotted hot e (shown) at o p. ee may„ (Ext. beam only. ( for lorntion see ironing plan.) ( Shown for two holes per beam end. ) Bars B 1'- 211/a" ( Bars B C 12" Max. Spa. 4" _ See "rioilStandard for spacing of Bars U r 7° 7 " 5" 4 ecrs A 21/z" ?"� 4 L. 2 Spa. C G„ Ban AC C 12° flax. $ a. N PART- PLAN _Barre � i'-2 '_s" _ Bars B 0 Iz" Max. spa. a �Ty_ . m • PART. PLAN — NOTCHED`- END - ( 0°1 ( EXTERIOR BEAM SHOWN ) _r I —I 10„ JI • 3crs B ( Typ.) . Bars B ( Typ.) — 123�'� 4 • � F _r _- (--- — e BARS A ( 3 ) r Sara A x4- -=�-�->/ t �� T�T ,r �T BARS ( # 5 ) i - -i tt I II � , Been length minus 3" rr Irr1 I II •— 0 Bars A VT BarsC — » ( 1 — I Bars Az- -� � � s �.—n —z "1l ii 7 Bars C — S d1 BARS T ( " 3 ) BARS B ( M3 ) ELEV. - NOTCHED'1` END ELEVATION ( EXT=ERIOR SEAM SHOWN ) J 2'_7n ! 2' r — I Beam ends are notched at 01 --,— expansion joints. BARS C (' 3 ) eo Sirond with no bond broken 1 _ A _ - - L \NI I p Sirand with bond broken 41/zF Cana. SlobS _ o No Strand _ _ _ _ _ _ _ f._ __ L . _ . L AI f bricotors option, aIte nn e de yl s utiliz NG STEEL g welded m'rMefabric ( ASTM AI85 or A497) of �_ \ " ' Iv equivolenf cress sectional area to replace all or some of b 41B, C and T will be permitted. �__C _ '� S1A1 LIttIC I;F FF OF UTIGAYS A J FUil1C F IS- n,,it IGY j \ ` j11 I DISTRICT 12 0 0 0 0 0 0 0 0 0 0 0 B �C � � � � ° " b l l e l l —� o a �' I� ( I —v�cv—v—" `� __________________________ ill I '' l iii 1 1 1 1 1 I F 2 3 4 5 6 7 8 6 7 6 5 4 3 2 1Irz 11n J6.ES i Rc D Ot CP, t E I I _ Iyl sRFLAT SLABCBEAM`? ' 2 SPA. TYPICAL SECTION ______ OF SPA. > --� (EXTERIOR BEAf.' SHOWN WITH S.NGLE HOLE ) riN STRAND PAT TERN { col '- I 1.1z CRISy ig so o a 13l -A — - - - - cr Bars C 3" , 3 Sp. C 6 ° Bars C e 12" Max. >_ Bors C I 2" S° 2 Spa. C 6" Bars C C 12° Mcx . 2'• Boom L n9 h = Span Length Minus � BVn';,� I - 2^� 8=am Length = Span Leno_Ih tlinus 4° 2W5 Eq. Spa. 2% ' Bent - 61/2y 5 6 — .._. 1<_ c Bearing .Q Sent fL Bearing 3� '..K _ Bars A yam) On ox'. erlor borne omit shear koy Bars A r/& suPaly bars U . I \ ( ~ S�a ' >— � ]�a _ c j^ i I� T Bar: C :I 1 � -- ! -t--- -< •I Bcrs C _ _ A I I Y f , II r �h� J __ L— I : �I• d -� -�.� - I IS/ ' CLR , 1F11N. I = c —� Ll �C I `'\ ' mac• m _ _ - a— (�— T . —z ( I 3,< " ears A c 14 � - - - - �. Bars A, SECTION 0. — a L - - aars B 45812 _ �— —aars e 1 (' ,U 1 3 .7 to � ► 1 1` - rx 6v.I i ! D.mil -hear . Bars C I A.lJ " —=x-->^ key on ext. face Son A 2 %2'XI_ � 3 Spa. C 6° Bars C 12" Max. Spa. L' C i /:' 4 Holes of fixed , end. 5° z 1 Slotted holes (shown ) a; exp, end. ml BARS C ( , 3 ) K � n—>_ — � I ( ( Ext. beam eniy.) ( For Icaclicr,. sec freming plan. ) ( Shawn fcr two holes per beam end. ) Bars a e .1 ^" Max. Spa. r: See Rail ' Stondartl for spacing of B rs U 12° 9° 5 12° Bars P 1 ' 21/e ° I r—r- - _ Bars A 2 �/ .2!�2„� 4°! 2 Spa. C B�' Bar; A C 12° Max. Spo. ' ' I N PART. PLAN Bars B 1 .. I12 Ye sure B. C 12" Max. Spa. ICI _ PART. PLAN — NOTCHED')' END a �l "' ' _ ( EXTEP. IOR BEAµ SHOWN ) _ - I ji ^ 1O • mw 1 ' I K ID • _Y U • 5� �- U 14,E Bars B ( yp.) 1 11 BARS A NOTE Bars AN C Expansion If. T— Bars A ; —%^ —T"i—r-)—'—)" (nolch_d) end of Beam BARS U l S ) { only.—I 1 , 1 ltd 1 ��1 I I 1 beam len9ih 3° L 3 -8° Bar A I—1 I. J! 1 '_1 _X.1 l— V Bars C — a i C Bars A2 — ^ � � — BARS T ( 44 ) BARS B Bars C - -n• I!—j-j "j ) RFIL ELEVATION T � REINFORCING STEEL DETAILS AI Fabricators option, alternote designs utilizing welded wire fabric (ASTM A185 or A497) of ELEV . NOTCHED END i 4 9= ' equivalent aros. sectional area to replace all or some . of bars A , B , C and T will be permitted. ( E%TERIOR BEAM SHOWN ) UJ I Stra with no bond broken Al nd O^ Strand with bond broken . . I o No Strand // 4 ��2 C0r�C . Sicb I _ -i _ — _ _ _ _ _ _ _ _ {i I. '.`�i I -^ Beam a ends are notched ocrrrwr .p x not ( I expan.,onr joints. S li0 0 0 0 0 0 0 0 0 e 0 0 0 0 e 0 0 e 0 0— 1 ,�i I �� KmK r..,vaa.na 11 1 1 1 1 1 1 1 1 1 1 III I I 1 1 1 1 1 l \—`'� —(—� `3 T "c DISTRICT 12 � 123 56 ? E91a IIIIi Io9E ] 65 . 3 ] t II I ee ' 1 12 'C `l I . 1" — 0 , Iy e PRESTRESSED CONCRETE �11 _ ? / FLAT SLAB BEAM IE, 2 ' SPA ,' 2 ' SPA, Si RANDS ;,� u _ / � —� TYPICAL SECTION " " p c.--T 138 IrA G2J 9 , eUIM . _ Ilk ( EXTEMOR BEAM SHOWN WITH SINGLE HOLE ) J"y,19t6 . t Rfv r2u - 5i STRAND PATTERN ui___ RR18 IBotullz o 1q /A •(3 —_— OSf,3' C 31411 4 ) 9XBfM112X48. D3t END PROP. CONCRETE RIPRAP STA 375+50; L ELEV.=_5.00 MAX. SLOPE OF RIPRA P = 3: 1 c : ' ilt. SAN. I. DROP_ YPE A -24.9PRQP�PE�N� C STP. 075-07: -?8' LT 48' 'LT. HIGHPOINT OF PROP. DITCH INLET cLEV. =?r„op SA 373+ 10; STA 373=E7; E!c/.= 25.20 FL INLET ELEV. 21 .00 DITCH DL_ /. '. 21 .00 2' TlP. /\� E 16" PCP ELEV. END \'iID:G'tL^L!= BEGIN DROP. CLASS 9 — T 5. � � /R. PROP. RETAINING WALL J CONC. RIPR4 - Zti Sall t\\pNwP' ^'- STA 370+73.96; 8' LT. I END PROP. RETAINING WALL PROP. 8'x 5' E DITCH ELEV. =25.00 % STORM SEWER PROP. P.E MINING :'r?L'_ d:.CT:TC ^.SS-3�0�� ' OF DITCH 5Th 372+32; 45.5' Li� RIPRF.P;STA 373+^_0;43.5`LT. PP.CP. -LG:\'!Ir1E y ' / - s.."� �- o DROP. RETnINf±_G WALL -•�"`� ,F,F" % + ' STA 071 +77 ; 46.0'LT. / ' 315'V00 0' sN=_Er 319 \\ D,O.tI. _ -"•«�`"' 5:JI ?Y. r SEE DETAIL " n T PROP. i8' x 80' RCP LEAD PIPE —= �� / .Co III, ca ----'`-- PROP. RETAINING WALL /�. � d _ _ �- PROP. A4EiAL BM. ODE`ErIC�----�� STA 372-M10; ' .0' LT. SIGH POINT Cr' DROP. DITCH " /f II� I I I ----�p�,_- STA 373175; ELEV. = _ 25.35 ' / GCB L3. S.V/.9.T. LIKR. TYPE T502 RAIL IIIh".H � \ y/ ty SE A IN "TA 75-z0: 48' T. 1 DITCH ELEV.=24.90 INLET ELEV.=20.59 END BRIDGE I08II CURVE DATA STA 370+ .96 I I I —�. T_,�..+ " 4 8. III fi.- = 1 -y' P 87500 aOB 5 T.45163 P. = 4 0O Oa' R. TYPE 1502 RAIL jII I aR� r _ TrP. p = 4'oO,OG _____ DE'TA = 50000" LT. PROP. FLOW!, NE OF DITCH 69.57 FT. SS PRAP� � SE �OLlRO . CONC.2 RI ROD C 57I \ PROP. SWALE SIDE PROP. 18" r. 20' RCP LEAD PIPE SLOPES @ 71 MAX. PROP. RETAINING WALL PR P -YOD A IH END t'�'IL+'CJ3(.L3: E. •IN STA 371 +44; 43.5' RI. PROP._ PE INL� PROP. 62 - 6 HANDRAIL PROP. 6" CONC. CURD I PROP. RETAINING WALL L�e�masasil r11NG Y/;L 2! BEGIN STA 372+00: 46' RT. ( SEE DETAIL SHEET NO. 319 ) ISTA 370+73.96; Sfi P.T. CONC. RIPR-.P _ DITCH EL_ / = 2490 2 E DITCH 73,9 =ELEV. 248.0 STA 371 +50; 43.5' RT. ,. 18 PCP ELEV. =21 .00 PROP. SWALE FLOWLINE RETAINING WALL LAYOUT LIMITS OF PROP. T CLR. wj , 4 6NC" cL. ecnfc. !t RIPRAP R= 1a' ��1h��,� 6.� PROP 212 - 8 HANDRAIL ( SEE pETAW5'_`T NO. 3I9 ) - i P20 E7 WALL \ F\ OV7 RE—L4Y DRAIN a P .t4' PIPE TO TOP ELEV.= 26.61 �" fLOWLINE OF PROP. TO PROP. SWALE PROP„ RE , WALL /- Q ABUTMENT NO. 2 G XIST. GI IABUTh'.ENT NO. 2 ROPE RET. �1.A!L STA. 72+Sp; I/ STA 370+!i6.96 -. \ SWALE = 25.00 STA. 37G+6896 STF. 07 t` TOP ELEV.= 28.25 I I `- PROP, SOUTH R.O.W. LI< _ TOP EL_ /.= 28.36 _ PROP PT WALL END PROP. Rc. \'TALL PROP. RET. WALL I It STA. 7 +00: PROP R- 11'ALL STA 373--00: \ C STA. :7i +02.60; SOP ELEV. 28.58 TOP ELEV.= 28.46 TOP fLEV.= 26.25 PROP. TYPE A INLET PROP RET. WALL STA.. �I??3?; STA 375+20; 48' RT. /�- STF.. -70+66.96; TOP _L_ l= 28. 1 .4 1, 1 f E DITCH ELEV.=24.90 DETAIL TOP ELEV.= 28.32 1 E INLET E!EV.=20.59 PROP. 10 \ TOP OF COPING APPR. SLAB ` INOTES: ' / - EAT. =D. . RE . WALL 1 . SEE SHEET 319 FOR REThNING WALL 'u 4" CONC. II - _ - --- - - _ ELEV.= 25.00 RIPRAP DETAILS AND Gc NERAL NOTES . `-PROPS R="i. WALL - TOP OF GORING^. PROD PET. WALL STA. 0+6896; NAT. G0. RET. WALL $'i 37i +02.63; a , SEE SHEET 301 FOR 602J 1JU g- S ) P2D FILE. ELEV.= 27.? _ ELEV = 2500 ELEV.= 27.42 \-- PROP. DITCH FLOtVLI{:E 5' VlIMO� _ - R`GIN PROP. RET. 1'lA.L STATE DEPARTMENT OF HIGHWAYS 5' W!EtGa ` BEGIN PROP. RET. WA.L! WALL I ST.:. 3701.73.96 - PROP, DITCH r'LOWLINE r r"+. AND PUBLIC TRANSPORTATION ;:8.'_l — S—A. 370+73.96 GP Ew — 27 .5o v ( Y t y a SPENCER HIGHWAY -op ELT7.= 27.56 oP DF -r G �\ RETAINING WALL LAYOUT TOP o= ELEV. 23,50 a ARMAND BAYOU TRIBUTARY ELEV. 23.50 EAST APPROACH SOUTH RUNNING WALL 9 J l- `r- 9Z C?t' ' TCR 91( PROJECT IC. 6 CRP 91 (2e)UX, ETC. 311 PRORLE ARMAND BAYOU TRIBUTARY EAST APPROACH (2W - SE) SCALE " =2O•H.. r =2v. sca_ counr ,J TES '12 HARRIS NORTH RETAINING WALL ARMAND BAYOU TRIBUTARY CAST APEROACd (RvJ TOTAL AREA of R lurua:c WALL = ass SOU RE FEE S sP; FSseRTon,410 OO n:cTrnar Ho. TOTAL AREA OF RETAINING Wi' 1 L = 1085 SQUARE FEET 9020 5127 009 AIH END 'rilc'xnu 2 {-;_ ^,_"NP:f '::ALL.j5_ 3EGIN . .-i„fhINO IVkLL BECIN CONC. RPRAP CEttETERY END RAINING 7fw_L'v\ ;TA 472-4125; 4a0'Lr. CEMETERY STA Oro+5i; 43.5' LT. & ?,,•PI "'ING'!/A!L \_ ! -- PROP. DRCH F_077L1;1E— SA h-71 +7125; 8.0' H.GF.D.D. CHANNEL END CO! ICRE-'(-E RIFFI,P k WILLOW U 'aEGRI RSA;NING W/LL ( ??IIIG ° - PROP. Rc/.PIING YiA!L CRS A"D BEG'L7 CUSS ° CONC. R:°PfrP STA 470+50; 43.5' LT, PRr•P =c-y!N!C; ) I El 12—CC--GO _ y;E.0'�C. NE m STA 466+50; F ,9' U . STA v7'. +4256, ,9.0' LT. \ V . -- . . . .. . . . . .. / f : Nv 25HEET 31 ON J:7 SIDE""-LOE ! 1 SLOPE = 3:1 RW - NW D �" ' of / m ( 3_V .+ \ FL EL_N. - 21 .25 05 _ D U U ' ♦ A ____ ____ _ ___ __ _____ __________ __ _____ / -�-- ' _ y., .��'- �♦ - r-.i., _ _.. � _- - 5 �C EDGE OF 41P'tAP r C _ - F P A t A. 1 - — J — — _ '�' L g "HEFT 0? MEi.L P40P Rol llt G tlAil It 11�� T1 �.�'20 PROP. 17 A INLET SA 471 - 15, 43.5 LT. PR FED. R;A 3 t Si9 B . CD. FENCE . E. STA ,73 . r5, ...5 II. PR I w/G T ; OITCH EL^/=18.65 II II ; I _ Y�j_ �^T .NL!, ELY.= 76.55 _ 1111 If 11 III T5G2 R 1 I I II j 1 BEGIN BRIDGE.: 11 II 1 . I STA 411 +76.. 5 III 11 470+00 - 0 SPENCER HIGHWAY I —T --! I ' III I . 885628' E �3EGI ! Cl &SS P CONC IF RETAINING WALL 11 I�I Sd 409+90; F '8' RT. P PRO. 75 METAL BLI. I I I T I 1111 A° •, STA 471 +5615; 4a.0' 3i. 11 11 =RIDGE 3:1 !AAX. 9DSLCPE GC. FENCE / &.E` ILL II ..N.D „ + —I I I I E ES/. 1 ° ^D I I STA •=72+}6.25 I 111"- - VHORCOE DRCH RIPRAP@E ____ _ _ __ _ _ _ _ __ _ _ � --- ILL PA!t W . PR^P. 9'x 6' B.C. BOX 7- ' PVJ _ SW � ___ _ __ _- _ �. 53EF 118 E3 !�� tt °----�� I 5028 it 11111 N D�. EDGE OF RPRAPJ 7S , C SH=eY 3; •� � I`� \ — ,�� I I _ PROP. FLOri'L1NE -- $ANA i ( 6'H k CONDUIT TO BE Rc-LCCA7ED —r w_}C' R0P'S L PROP. ttPE A ISLE C L_ S �u� _ ...— PlCFLE_ .. c ' C, '�- ... PROP 45'-5' HANDRAIL TO BA :,.LCC? E � `. END RETAINING WALL & 1: F IM1LR DITCH = 16.60 L 6" ENTER . �� T P40=. RETANI`JC },ALL BEGIN CLASS 8 CONC. RIPRAP ( SEE DETAIL SHEET ND. 319 ] s. EOPLH LEY -21 .25 `�� ., / SA 472+5722, 480 RI. 60' �.E=,7E..E�•+:NIPILVv! END P,E i;JkIH V!'LL k !V SA 473+00; 430' BT. ROW. SIR 470+70; 45.5' RI. Y s BEGIN WiNGVIP!L ! Elio COLD. RIPR=P k STA 471 +7? 2 ; 48.0' FT F 6ECdN RETANING WAIL END WiNGr11LL L ABUTMENT NO. 2 STA 470+50; 43.5' I T. PROP. RCIJNING VUALL i o BEGIN RETAI,yING MALL TTV j - STA- 472+36.25 _ STA 470+59; 43.5' RT. W I STA ii2+it .<^5; 48.0' RI. I Y I c2 I ,-4 � c o - STD WING472+4 2 ; BEGIN RELEV. W3IL LL STA 172+41�5; TOP ELEY: 23.32 RETAINING WALL LAYOUT PROP. RET. WALL A. 472+69.92 TOP PLENA. 23.92 F ?- PROP 107'- II" HANDRAIL (SEE DETAIL SHEET NO. 319 ) t PROP 102'-5' HANCRAIL ( SEE DETAIL SHEET NO. 319) ELEV. 24 13 END R . WALL SA 47324.1 TOP ... .... . . . ...... . ROP 07'- I I" HANDRAI ( SE= DETAIL SHEET NO. E l9 ) _ -" E G A. 471+7 20 I /� I'L AoV�;.{E"r 110. 2 STA. 471 +75.25 ° A'.IIiME.'fi N0. I / STA. 472+75.25 L10' A°PR, ♦-top or COPING 2°G!N PROP. RETAINING WALL BEGIN PROP_RSIA!NCIG VlALL STA. '71 +76.25 I I SU9 PROP. RET. V'ULL STA. 472+69.92; 3.'.12 OP ELENA, 23.92 5' 'SING- ELENA. 23.09 NAT. CD. O WALL 1' 0+50-IElopEE=' +� '-�. 470+50; T I - -"0 VliplGilA!L k °-G;N RS. wk_L ELEV. 21 .00 WALL (; A. 472 . 41 .25: TOP ELEV. 23.32 PROP R[[ WALL PROP. RETAINING 1/ 1L E1:0 RETAINING WALL PROP. DRCH SA 470+56; TOP ELENA. 24.02 SA 471 +71 .25; TOP E!EJ. 23.51 ' STA 473+45 FLOWLINE PROP. RETAINING WA'L PROP. RETAINING wAll PET. 1YA!L SA 4x2+56.25 TOP ELEV. = 23.41 STA 4HOMO: TOP <AV. 2416 T9l"F.,EJ. = 2- 0 BEGIN RETAINING WALL SA Al TOP ELEV. Z ' .25 FNO RAI L STA. 471 +71 .25; TOP ELENA. 23.51 PROP. RETANIPIC V.A!L SA. 473+57; TOP OF 19.50 PROPOSED REiAr1IHC WALL SA 471 +15; TOP E!ENF 24.63 I I �� TOP ELENA. 23.21 ELI. - 19.50 SA 471 +56.25; TOP EL . 24.30 T ` 1 "-P, PROFILE ;OP OF CCP!NG 'POP. RS. if?1L' ELEV. 472+55.26 SOUTH RETAINING WALL FRCP. PEI. WALL PF:OP. R[:I.x'•'.NG Pi:dLJ ' EL^J. = 23.22 TOP OF COPING Sit. 71+s6as; / Su. rat +258; ELEV. 2356 it' APR. SLAB TOP OF COPING EAST OF WILLOW SPRING BAYOU :_`?IU SE� ELENA. = 23. 7 J/ tLA GD. C R . WA PROP' 5' — =MAT. G0. O R . IVAL! 20.00 NIT. 21 .00 PROP. IG' tl1C1lrll EL/: 20.00 5' WING— — TOTAL ldte"A OF RETAINING '//ALL = 245 SQUARE FEET AFPR. 5'.A9 ., WALL I 5' WING- —' � IJAT. GO. L R . }'PAIL ELI. 14.00 1'1AlL ( PROP. DITCH FLO'WLINE —' NOTES: --�— II -- I. SEE SHEET ' FOR RETAINING G WALL S 4" CONC. PROP. DITCH FL0'NLINE �---- --"� RIPRAP DETAILS AND GE 4AL AIOrES . TOP or FN' VIN "V'. = 19.00 .�. SE SHEE-i 311 FOz 8021NGS g--11 AND B-'73 PROP. DITCH F!0'1;LR1E 6 ,EL TOP OF (cori' JELENA 12.00 P2oFtI.e5 . Elc^^/. = 19.50 ♦ SATE DEPARTMENT OF HIGHWAYS TOP OF FmT1 ^+ C N40 PUBLIC TPoVISPORTATION LI. 18.50 x ' 1'A SPENCER HIGHWAY PROFILE PROFIL CC C - Y i ai' REAINING WALL LAYOUT PROFLE (RW- NEF) NORTH RETAIN NG WALL WILL OW SPRING BAYOU SOUTH R T" INING WALL WEST OF WILLOW SPRING BA;(OU (G L ) - aW5 EAST OF WILLOW SPRING BAYOU i NORTH RETAINING WALL WEST OF Wf1_LOW SPRING BAYOU (IZuF KI �� SHEET 2 OF 3 TOIA! AREA OF BETAi:C WALL = SSSSaJARE FEET ! Z FAR F99EL AID PROJECT 140. TOTAL AREA G RETAINING WALL = LSo :!OU;°iE FES TOTAL AREA OF REE AJNINC }'PALL = 535 SQUARE FEET I- 7' J „iy1' 1-1� G CRP 91 (26)!.1X, ETC. ( 312 _ - SGLE: 1- = 20' H; 2' V. STATE sr tln C___ _ . . . . . TEXAS}12 x HARRIS ' - . . _ !1 SP;RKSx5YRL0';;.I::L CO:T. SECT. JOB HrCHWAY NO. • � _ - - °= 8020 12 010 MH APPROACH SUB — 20'— 0 OR 33'- 6" BEGIN CHPISLABT END OF 5' WINGWA.LL TOP GE RETAINING 41;d_L C __ I PROP. CONC. RIPRAP PROP. COPING I FACE OF AEUP.AEN1' % _— µ EXP. TOP OF RETAINING l/?!L BACKI'l;dL _ 3 -O" 6 - 6_ . HI �Na� I:1Ui CONCRETE UI ./c• EMP Jt. PROP. S'rYALE FLOWLINE EDGE OF— I� RETAINING L4A!! I / I 1 I R.O.W. LINE z OF - PAVEMENT TOP ON a a.=caas[o 1 : 1 MAX EDGE OF RIPRAP _ _ G s a aFrvss 'e' SLOPE n I. t/7 EXPANSION JOINT AATERIA! � EPRT.1 R END RETAINING WALL u C GARni WALL d I BEGIN CONC. RIP18AP a* u wry 7' I ! ELEVATION OF VJNGWAL.L, 3 RETAINING VIAL It I PROP. RE' . WALLWALL — i � I`IN- ; li N PROP, " CONC. RIPP?P TRANSITION SECTION - P.O. "1. FIAXIMUM RAIL POST SPACING = SECTION R-E cFERENCE UNE FOR 1 REPINING WALL STATIONS sm. PIPE DAL OF - ?ND OFFSETS = ! RAIL 3 POST FCE OF 41111 HOT-DIP GALVANIZE RIPRAP TRANSITION AT RuAINING WALL AFTER FABRICATION 2.C' FIR . 2.0 MIN. - 6.5' J.ia:. - -- rd COPING PROP. ROAD:'tX! —, / BLOCK SODDING -) Eti51. NAi URA.L GROUND TOP OF COPING 3- /,14 BARS HORIZONTAL I #4 DOWELS © 1 '- 8" CENTERS w L dl L • ooF 1 /Txrxe" > 'c CAST IN PWCE \ W/4_5/& 0 HOLES 6" J— LEVELING PAD ( ller BAPS © DOWELS {— i /?" 0 S.S. D 1 '-6' CENTERS '..≤ f. I 11 / ) (CART ID GETYPE ANCHO T'moE, "ARTH OR WALL TH. SECTION A - A EPDXY ADHESIVE) OI 1 EPR 2EIUFJR(_EJ Y Le- : NOnJE SECTION C — G (SEE sH E DU ML sls n �o sl9) DETAIL 'TYPICAL RAIL POST T HANDRAIL MIN. AG= OF PErAttJIUGr WALL NOTES ' . cop'AJOT COPING DETAIL PROP.L TYPE A ITLET -\ I . COST OF FURNISHING EDINAND NCEALLING HANDRAIL Y LOPE GRATE OF \ TO BE MED I3 THE PRICE PER SQUARE MATCH SLOPE COWS.\ ROW. FOOT OF ITEM 423 , RETAINING WALL . RiPRAP BL OCR SODDING EXIST. NATURAL 2. SEE 4"" CLASS B CONC. RIPRAP STANDARD SHEET NO. X453 Z, 6.5A ._._ GROUND FOR ADDITIONAL DETAILS. 8.0.17. PROP. ROADWAY 3. SPECIAL SPECIFICATION " JAIEAHAL.Ir5. - POP. ROAD1'7AY P-- I EXIST. NATURAL GROUND \ 57A61L-IzcD E:.R7H WADS" APPLIES. STATE DEPARTMENT OF HIGHWAYS SLOPE VARIES 1 : 1 J N I L AND PUBLIC IRANSPORTAIION B'_Dcx scoouG a PROP. " CUSS a cewc. I �- sc! -E VARIES 1 : 1 MAX 'sG:k?:i'<r'`,`, - A SPENCER HIGHWAY PROP, Pus s cone. RIP P RIPR .P I y }4.. 'Xr RETAINING WALL DEAILS SLOPE VARIES 1 :1 ",AX SLOPE V?.RIES :1 !.1f� PROP. 18" RCP I s SHEET 3 OF 3 5?3 F[CEP+L AID Pao r' Bo. ,GJ f_ � qJ+ 6 CRP 91 (26).Nx, ETC. 319 STATE 'PTA courn o. DETAIL. OF_ SCA!E: `lPP.IE6. t1 DE,?!I F TEXAS o 12 HARRIS DONCRP IF R'r?AP TYPE A INL T spPTKSxaa2LOVW, UC SEAT. JOR HIGHWAY na ` "" ` " " 8020 12 005 A1H END CONTROL QO" O - IZ-OI2 BEGIN CONTROL 8020 - ,z -toeJ STA. 145 + 35 STA. 145 + 35 END 1.14-6 F�EOM4-6A CENTER 0 k /--- FACE OF CURB BEGIN PROJECT LANE QSPEED(MATCH EXIST. SPENCER HWY c��j I 1N' 35 STRIPING TO THE WEST] / PERE? STREET OtJ �J / -' '_Y H CONTC.p\- 8020-12- CI?ES SVV3-3 R3-98 V - I STA 132+10 R3-9B STA 141 +55 P.2-` "� �, STA 135+65 STA. 137- 10 STA. 14 .+47 20' 20' 1 -3 1 -7 1 n 8 l C o 2. ROADWAY --� �(� 1 \\ ¢ j X40 91 -F — I_ __ -:2it .}D I \ nom ' lVl 200' u�7 �_ •/ 40' 1 n Q '/� \\((44177— C `�_ �^ I i 80 _ . . - { —� 5 125' E U FACE OF CURB _ J 200 200' !'!O' G ,_ H DETAIL -K ENDM4-6 U 4d : DETAIL BEGIN M4-6A. CENTER " JI CENTER TE SPEED Sul BELTWAY 8 - SPEED) ASE ' �� Lint C �� I LIMIT C1cJ LIMR SPENCER HWY 35 ONLY Tai �R.aE 45 e01' -2A 15TH STRI, ONLY STA 148+37 RS-98 R2- 1 SW3-3 83-98 v R2- 1 Sop STA.133+97 STA 135+65 $TA 138+84 STA 140+50 S /L 141 +55' 1,41 - &5T6 STA. 147+87 1 - 10 LI 7 _2 CED4 (T_D SA. 1 -}1 +90 r20 I5GENQ I QA REFL. PAV. MRK. TY I (141(4 IN )( SLO.) 1 -21 © REFL. PAV MRK. TY I ( Y )(41N.)( SLO.) © REFL. PAV. MRK. TY I (V()(41N.)( BRK.) © REFL. P.A'V. MAX. TV i ( Y )(4 IN.)( BRK.) O REFL. PAV. ? IRK, it ( Y 1 (4 IN.)( D6LJ( SLD.) QF REFL. PAV. MRK. TYI (WX8 IN.I( SLD,) © REFL. PAV. MRK. TYI (W1( 121N.)(SLD. ) ® REFL. PAV. MRK. TY I (W7( 24 IN.1XSLO.) Et�4 A14-6A MS-6 M1tEND M4 6 C Q REFL. PAVMRK. TYI (W )fARROVl ) Oj REFL. PAV. t.IRK, TYI ( Y/ 1( 1VOR0)( ONLY ) C O © RE L. PAV hK CL 6 ( REFL.) NO i C.O " © REFL PAV KIRK TY 11 ( Y)( tAEO. NOSE )ONLY M RAISED PAV. MRK. CL 8 (REFL.) TY ii -A -A ONLY R3-98 SIY3-3 V P R3-98 5143-3 R3-9B STA 166425 STA. 167+65 Q $TA 151 +50 STA. 158+65 - - RAISED PAV. MRK. CL A ( JIGGLE ) TY II -A-A STA 150+40 BERL. PAV. MAX. TY I IWHWORDI(END) 1 _17 1 -18 1 - 11 I - 79 - 15 O RR - I EXIST. SIGN TO BE RELOCATED 0O ? : + O + PROPOSED SMALL GROUND MOUNTED SIGN fI 0 u7 - 1 80�� N . � _ _ . - . - . . - ' - _ // // l � G _ _ _ - N (� �- 1 EXISTING STREET NAME SIGNS SHALL BE REMOVED V S FROM EXISTING STOP SIGNS AND INSTALLED ON NEW / l U (j 200' J I F STOP SIGNS. EXISTING SITED, NAME SIGNS THAT ARE INDEPENDENTLY MOUNTED• SHALL BE RELOCATED DETAJL 'A- �j TO NAY/ LCCAT10N5. REMOVING, INSTALLING AND _ RELOCATING STREET NAME SIGNS WILL NOT BE PAID END Mh-b BEGIN M4-6A FOR DIRECT LY BUT SHALL BE ItlCIDENTA! TO (TEFL BEGIN .14 -GA ICENTEK CENILR O CEN7'u • 6000 " SMALL ROADSIDE TRAFFIC SIGNS' �NER LANE LANE O O I `�� ONLY ONLY R3-90 iip' . 'r.�,. �� R3-96 SW3-3 R3-98 STA 166+25 ..........:.....o . STA. 150140 STA 57+i0 STA. 158+65 eT, 4 ��, it y STATE DEPARTMENT OF HIGHWAYS 1 -13 1 - 16 ci • AND PUBLIC TRANSPORTATION 1 - 12 1 -14 .`.,�. � �L11 ,. SPENCER HIGHWAY ( PERMANENT SIGNING AND PAVEMENT MARKING SCALE: r = 100 -0- BEGIN PROJECT TO STA. 170+OOSNEET 1 OF 9 Fcc!Jv1 No rraxr 00. O ^ 6 CRP 9 ; (24) MXA, ETC. c I3inkley & Holmes, Inc. TALE sT t ouvry a 7M Cnnultlny' E:nN: nrer.rm. TC hs n 12 tAI Rls CON). $ca Iiici. JOB mm No. 8020 12 9 cl M H FACE OF CURB HEGIM IAM1-6A MATCH O CENTER K a OEGIN M?-EA LANE FOR IGE ON O Ci CENTER SPEED LANE BRIDGE ^ LIMIT ONLY 7 -• — 2--'-.__'_ @� a N ❑ P n S'fto_2A SN3-3 STA. 189+40 Q ROADWAY 45 , no R2- i gNLrOSTA181 +95 STA 162+952- 12STA 173+24 R3-9B O 2-29 2-9 • STA 173+95oi / 40' © 2-5 OM-2VR OM-2VR �I O P I 0 O .O EU 5 _ . A 40 (Rl O L • - LJJ `- FACE OF CURB W - .� Ol - _ } t .r / ` � � te r --- � �1 1 = SAIL __ �� jt f- ) ( ` DETAIL "K E D❑ A. l E J i v (s I 200' C� (�N U s� L U O KO w go I F , ' ND a0p END M4-6 REFL. PAV. MRK. TY I (W)(41N.X SLO.) END AIS-6 SPENCER tBiT SW3-3 CENTER O SPENCER HWY B REFL: PAV MRK. TY I ( YX4 IN.)( SLO.) SPEED O CENTER O WATCH STA172+4O LANE- O LIIiCIT On FEDERAL 57REE� LANE © REFL. PAV. MRK. TV I (VJ)( 4 LN.)( BRK.) FOR ICE ONS LAFFERTY RD 8 8 4J ST�I_ �� Qp REFL. PAV MRN. TV (Yl(41N.H DRK.) ONLY OE REFL. PAV. MRK. TV lY 1 (41N.)( OBL.)( SLU.) BRIDGE ONLYOµ_2VR OM-2VR STA R179+63 R3-9B F REFL. PAV. htRK. TYI (W)( e1N.If5LD ) LIMIT R3--3 SY19-2A 8, 17 SW3-3 O R1 — I 4'5 STA 173+95 2_6 i8u""+74 57i� 180+25 STA 139+00 STA.171 + 10 sit. 171 + 10 R2- 1 2-6 2-73 © REFL. PAV. MRK. TY I (WX12 .)( SLD. I 2-28 STA 171 +60 SPENCER HVff 2- 10 2- 1 Q REFL. PAV. tiRK. TY I (W )( 241N.1( SLD.) END MM1-6 / DEWBERRY ST rEITER M4-6A 10 REFL. PAV. MAX. TY I (W)(ARROW) I� [EIIR h14-6 BEGIN M4-6ACElRcR O STill CENTER REFL. PAV. MRK. TYI ( W1( WORD110NLY ) LANE J LLJ! LANDRAISED PAV MRK. CL B ( REFL.) TY 1 - C. � IORI -1 O REFL. PAV. KIRK TY it ( Yl( h1ED. NOSE ) ONLY STA. 199+26 ONLY 11 M RAISED PAV. MRK. CL B ( REFL.) TY it - A -A • R3-99 SW3-3 2-18 R3-90 _ R3-90 R3-9B ® RAISED PAV. MRK. CL A ( JIGGLE ) TY11 -A-A STA. 201 .115 Q$ REFL PAV MRK. TYI (W )( WORD)( END) STA. 198+00 S7A. 196+80 -: 2_21 ) STA. 207+90 STA. 208+95 F = / EXIST. SIGN TO BE RELOCATED -2� 2-27 RR - 1 O _ I 1 1 I 40` C=INL + PROPOSED SMALL GROUND MOUNTED SIGN � 1 _ I R E CJ J � I 120' C , � -- _ - - r . r —_ c t _ C� I �� z_ NOTE IL] - 1 -L -_ - -c'�- /`�-/ ' r� J EXISHNG STREET NAME SIGNS SHALL HE REMOVED ' - ~ / , / `- l �j- 1 X30 l� (R� i -L/ T O FROM EXISTING STOP SIGNS AND INSTALLED ON NEW _ 125 j` U C 1 Q 2�. �T- • �. Q STOP SIGNS. EXISTING STREET NAME SIGNS THAT U r2�. . f ICI �� V \ Ll �J� � 4d ARE INDEPENDENTLY MOUNTEP, SHALL BE RELOCATED U OO / TO NW LOCATIONS. REMOVING, INSTALLING AND RELOCATING STREET NAME SIGNS WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE INCIDENTAL TO REM ENDLE 6000 SMALL ROADSIDE TRAGIC SIGNS' BEGIN M4-6A II. CCNT 't rBELNNI. II CIEI'!n-cRl O lti I! 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ROACWA, aj I STA 226+ 15 SA 227+60 STA 228+73 3- 16 o STh W210+35 I _' I 3-5 o WI 3-13 -15 C) _I T 3-1 j l 40' n a a n �'° 125' <� m n `° zm' �. - C) �__ - - Cl O CJ C1_ 20v` � —�— 11 _ z c . • I iN _ _ . . __ _ - - _ Z �--- FACE OF CURB'a - U 60• �2�• �� \ _ DET4IL=A SPEED LIMIT STOP 45 STOP BEGIN M4—SA SPEED BELTWAY e ETA. 217± 62 •.IEMORI J.. STADIUIk CENTER LIMIT Ft^ R1 - 1 45 RI - 1 3'7 STA. 220+00 = VISITORS �� u TCLL Ci G;E STA 216+62 R2- i REFL. PAV LARK. TY I (W)( 41NA( SLD.) 3-6 • 3-9 Di - 1 D STA 226+41 © REFL. PAV. MRK. TY I ( Y ) 14 IN.1f SLDJ ONLY 3- 11 3- i4 (✓ REFL. PAV. MRK. TY I (W)(41N.)18RK.1 )AI - 108 R3-98 STA 212+09 • H D9 -2 SA 225+ 15 OD REFL. PAV, MAX. TVI ( Y )( 41N.)I BRK. ) 3-2 O 3-12 OE REFL. PAV. ?ARK ' TY I IY ) (4 IN.)( DBL.)( SLD.) SW3-3 D9R t OF REFL, PAV. MAX. TY I (W)( RINI( SLD.) STA. 219+30 r-1 1 © REFL PAV. MRK. TY I (W)( 12 IN.)(SLO ) 3-8 3-10 I� OH REFL, PAV. MP.K. TY I (W )( 241N.)( SLD.) SPEED H Oj REFL. PAV. MRK. TY I (W )(ARROW ) LIMIT BEGIN 44-GA rio r5 O REfL. PAV MRK. TY ( W )IWORD)( ONLY ) ORAISED PAV, MRK. CL B ( REFL,) TY I - C. R ��OSTA,R247+64 0 © REFL, PAV, MRK TY II ( Y)( MED. NOSE) O 3-24RAISED PAV. MRK. CL B { REFL.) TY ) I 'A 'A ¢ ® RAISED PAV. MRK. CL A ( JIGGLE ) TYII -A -A ONLYJ T R3-90 SW3-3 R3_9B ¢ I STA 241 +37 OS REFL. PAV. MAK. TY I (Y! )(WORD)( EN0) STA 239+65 0 WI STA 232+ 15 + RR - i EXIST. SIGN TO BE RELOCATED 0 3-19 i 1 40 K1 PROPOSED SMALL GROUND MOUNTED SIGN N - - J • _ T _- _ r _ _ � _ _ - _ h \ /y DETAIL "A' Il _ C) NQIE _ S I W X90' I J U i 01 EXISTING STREET NA)AE SIGNS SHALL BE REMOVED III (� FROM EXISTING STOP SIGNS MID INSTALLED ON NEW STOP SIGNS. EXISTING STREET NAME- SIGNS TWAT ARE INDEPENDENTLY MOUNTED, SELALL BE RELOCATED END )A4-6 kI SPEED TO NEW LOCATIONS. REMOVING, INSTALLING AND o BEGIN M4—SA FORRELDIRECTLYING TBUT SHALL BE E SIGNS DENTAL TO BEE>AID O CLINER LIMIT CENTER ) 6000 SMALL ROADSIDE TP,AFFIC SIGNS. O L __ p �nI R R2-1 �_ E 11 STA 239+ 12 • • SW3-3 ONLY ONLY STA. 230+55 R3-96 3-20 R3-9B 3_ 17 STA, 232+ 15 STA 239-65 3-78 STATE DEPARTMENT OF HIGHWAYS AND PU3UC TRANSPORTATION SPENCER HIGHWAY PERMANENT SGNING AND PAVEMENT MARKING SCPLE: r = 100'-0' 210+00 TC STA. 250+00 SHEET 3 OF 9 t a.:............. ° tT L t LT C { = "-" a3, 6 f CRP r91 (24) IAXA ETC. I 2Z I Hi kley & Holmes, Inc. S �T�'" •�� ! € a¢ ; '^'n cau_Y 6 Consultin on Cincm tiso;J � .,L?: �y-" M.. qG e h;, �Y4' TEXA6 12__ HARRIS rtJ Lf . ,., t o� a��ms r v i �2 8020 512f 9pi H]CIMAY NO. I __ 1 V. FACE OF CURB SPENCER F!'1K BEGIN M4-GA Eo� M•'.6TULIP ST OIJWOI.�PEEDSTaPf �a I LIN 7C Y_ R2- 1 I 7T ' P. 1 - 1 R3-98 SW3-3 250+34 rc . 263+85 STA. 254+55 STA. 268+77 SA 254+73 n S(A�. r � 4- 13 2 ROADWAY .�� O LI DETAIL n C a, eo C" _ � � 2� 125'' _ _ _. N I FACE OF CURB � t25' �_ rJG U) C 0 d s Q I I .QETPII - " A" Pr DSPED LU at END M4-6 BEGIN M-4-6A c- R2_ 1 CENTER BELTWAY 8 z CENTER F STA 2S -i-42 LANE LANE SPEED LEGEND O Tcu O DGE r LIMIT - OONLYO a Y 45 SPENCER HWY © REFL. PAV. MAX. TY i (W)( 4IN. If 5LD. ) _ -_. .1- - REFL. PA SPENCER H4K c R.39B M1 - G5TB R3-90 R2-1- . `!.tAFK.- TY i- ( YI (41N.)( SLD.) TULIP ST S,3-3 STA. 254+73 STA. 257+67 STA. 263+ 40 STA. 264+25 O ODELL W'A7 U REFL. PAV. MRK. TYI (V/1( 41N.)lORY..I STOP STA 253+60 O 4 7 S T LP OD REEL. PAV MRK. TYI ( 4 )14 IN. )( BRK. ) O © REFL. PAV. MRK TVI ( l (4 IN.)( DBL.HSLD.) Ri - , P.1 - 1 s A. 267+81 QF REFL. PAV. MAX. TY I MUG IN.USLD.) $TA 250+67 4- , 2 © REFL. PAV. MRK. TY I (W)( 12 IN.)( SLD. ) - QH REFL. PAV .MRK. TY I (W )( 241N.)( SLO.) QI REEL. PAV. MRK. TYI ( W )(ARROW ) SPENCE: HWY REFL. PAV. MRK. T' I ( W )( WORO)( ONLY ) LILY SJ BEGIN M:-6A ! QK RAISED PAV. MRK. CL B ( REFL.) TY I - C. STEP CENTER MPH:TD I © REFL. PAV. MRK TY 11 ( Y)( MED. NOSE ) h� OM RAISED PAV. MRK. CL B (REFL.) TY II -AA R7 - 1 u� ® RAISED PAV. MRK. CL A ( JIGGLE ) TY II -A-A STA 275+29 ONLY R2- 1 © REFL. PAV. MRK. TY I (W )(WORD)(END) UI 4- 14 _ R3-96 STA 268+ 16 I RR - I EXIST. SIGN TO BE RELOCATED In SA 284+75 0 �© w O PROPOSED SMALL GROUND MOUNTED SIGN L29 D�rAIL R O �1 a )� 2�' ooi 0 1 _ LJ \ tTh JI c FROM EXISTING S^ OP NS AND INSTALLED ON NEW U STOP SIGNS. EXISTING STREET NAME SIGNS THAT Q (b200' �• � Cl) ¢ TO ARE NEW LOCAUONSY AIREMOVIING, NSTALLLINGUNTED, SHALL BE �ANDATED (n ` RELOCATING STREET NAME SIGNS WILL NOT BE PAID Ir ( \ " FOR DIRECTLY BUT SHALL BE INCIDENTAL TO REM 6000 SIAALL ROADSIDE TRAFFIC SIGNS' 01 =ND M4-6 SPENCEP. HYKP=NC;_R HVK SPEED CENTER - �I--� DAISY( S LIMIT JtiE 'T F� ULY ST (T SAP) S I llPO1 ONLY STATE DEPARTMENT OF ' IIGI'IWAYS ST 33+36 R3-9B AND PUBLIC TRANSPORTATION RI -1 R1 -1 4_ 17 STA. 284+95 SPENCER H!GHY(A': STA. 275+65 STA. 2S2+21 SW3-3 20 1 Is STA. 283+90 PERMANENT SIGNING AND 4- 1 18 .._._... PAVEMENT MARKING SCALE: i- = 100'—tl�-- ZSO+OO TO STA. 290+00 SHEET 4 OF 9 1 *: acceu AID r .accr rvo. 6 CRP 91 (24) IMXA, ETC. 523 �- BinVJey & llolmes, Inc. �/ smrE ?!r,rn coumv /' ~y2e, co::smuuF K:L�.m::Gr .9' ,. �Gu-.71 noo. •, jP- ,� TEXAS 12 Jo H44RIS.a— ucr. 0020 12 OY,ct ' GrM.H. no o vi FACE OF CURB - SPENCER HYf I ) SPENCER 1W? - / SL� I _ORNI!iG GLORY DP, H -END . M§-65LI&.C STI 000CENTER rN STC J V a-'-,-!. D9R -I C LANE OI r "- -'-'r .,•`� X20' 2�' '�J Rt - t Rt - 1 y E17 ;Y1T sT.4 309+87 5TA. 301 +83 STA 306+42 ,- �7 o I EIfIEP s-§ I S. ROADWAY _ ONLY -. 5-8 R3-9B s'il3-3 �I ��--- -- STA 292+25 STA 293+85 \ STA R5 09+87 l/ 40' -- � 5_2 5-3 \ A 00 @ - __ 5-70 + �� C O \ -_ • N ` - _ �J-� r-1- -1 - _ � - ` _ . _ _ . _ . -\ - . - . - . - . - . . - . - . - _______________________�- E `N' - ' - FACE OF CURB w - - � - ... � - - - - • - � -�.J= L1� � - -'(�- - - - - - r DETAIL " A / r L Et L� II NORTH M3- 1 TOry�tYgY'� RG- IR SO UTH M3-3 \ - lFSENL 1 G hi BEGIN M4-6A xl ? �' BELTWAY SPENCER H1'O' -5 O BELTWAf CENTER SOUTH h13-3 ° M7 _6g LUEHONNEf ST � O ONFY{AY R6- 1L Q REEL PAV_MRx. TY 1 (W)(41N.)( STD ) LANE - P`N ..ER H\h'Y OB REEL PAV MRK. TV i ( Y) (S IN.)( SLD.) BELTWAY R3-5L' STA 312+31 STEP c / \7 ""'C�T� SW3-3 9 STA. 309+87 © REFL. PAV. MRK. TYI (W7(41N.)( 8RK.7 Mt -6B 5_27 SPENCER H'tW STA. '04+85 7.46-3 ONLY A!6-3 \� 5— t OD REEL PAV. MRK. TY I ( Y ) (41N.)( BRK. ) R3-90 8 I. Rt — i OLEANDER DR STEP O - STA 202+25 STA. 295+33 SOUTH M3-3 O REFL. PAV. MRK TYI ( Y ) (41N.)( LO. )( SLD.) r•-,�su M6-7 ELThf 6 (� Rt - t QF REFL. PAV. MAK. TV (V/Xe IN.1( SLD.) 1 NORTH I.i3-i E� 5-h JTaP ---yy] STA- 302+20 BELTWAY © REFL. PAV. MRK. TV (WH 21N.)( SLD. 7 STA 310+52 BELTWAY IOU- PRIG" R7 - 1 5-6 8 MI -6B QH REEL. PAV. MRK. TY I (W )( 241Ni( SI-D.) 315+ 18 _ , t 8 IA1 -66 STA. IQ REFL. PAV. MRK. TY i ( WI( ARROV/ 7 IELD M7 -1OB SP ':NCER H%VY —JM6_ 7 Oj REFL. PAV. MRK. TYI ( W )( WORD](ONLY ) ONLY j ONEWA'f MS- 1 STA 313+ 13 DUPO T ST BEGIN M§-6A ' FENIDM§-6 RAISED PAV. IARK. CL B ( REFL.) TY 1 - C. STOP STA. "09--26 OR3-8U R5- IL STA. 313+ 13 CENTER © REFL. PAV. IARK TY II ( YI( IAED. NOSEI STA 310+39 _/E aO R -2 (ll�. M RAISED PAV. h1RK. CL B ( REFL.) TY II • A -A ONE'l{AY sTA. 312+3 / 5-26 SPEDRi -1 LIMIT Oh!-2VR O ® RAISED PAV. AIRY.. LL A ( JIGGLE ) TY11 -A-A RR5-20 STA. 379+81STA. +38 /,5 ONLY cO © REFL PA`/. MRK. TY I (W 1( iYORD)IEND) TO IiDT 5_ 15 O 5-33 R3-98 N O R3-98 RR _ I EXIST. SIGN TO BE RELOCATED R2- 1 sTA_ 1 +25 STA 329+25 O �� 1 K� / . FT IN = Lv STA 320+77 �� :5 I OM-2VR c 5-36 U O PROPOSED SMALL GROUND MOUNTED SIGN _ !/ Wit-3 >-35 _ \ o STAR 310+39 0 ! a � PAID UNDER SV13-3 ~ « (E) COI o ITEM 64§ STA �/ o(5 s- i3 0 ( I % o I ) AIL 'A s-31 I T I ( � Bo ,\ !- Z. ��1 - - t — j �T� � �( O7 EXISTING STREET NAME SIGNS SHALL BE REMOVED � _ �� y I ` \ b B0 ! , jrj v 0200• U FROM EXISTING STOP SIGNS AND INSTALLED ON NEW FT . IN 2 i" T` O ♦ F- STOP SIGNS. EXISTING SI EET NAME SIGNS THAT I 1 O \ SPEED N \ CF�200• Ate/ LjJ \ ARE INDEPENDENTLY MOUNTED, ,HALL BE RELOCATED W12-3 I- / �I LIMIT UL (� TO NEW LOCATIONS. RE!AOVING, INSTALLING AND PAID UNDER. j t ON_l'!AY �y5 E O BEGIN M4-6A RELOCATING STREET NFJAE SIGNS WILL NOT BE PAID BG!A 644 1 Ccy tR O FOR DIRECTLY BUT SHALL BE INCIDENTAL TO ITEM ] mow 71 R6- lR R2- 1 go O U_yE O tv2!A V7D BAYOU 6000 ' SMALL ROADSIDE TRAFFIC SIGNS.' E STA. 375+ 10 N / O!.1-2VR O H.C.F.C.D. \I0IT1� 5-29 l) OM-2VR CHANNEL - y © w R6- IL L --] ONLY 8100-00-00 STA. 312+37 __EH1Ek END M§-6 R3-98 SPEED 9_____ 8 /- 5W3-3 CENTER STA. 329+25 YIELD K �-2•: 5- 23 R312 ,S7A 320+25 E I LIMIT lll.--JJJ..----==='�—�� L----=--!! �— Ea STA_ 312+85 ��—`3—, STATE DEPARTMENT OF HIGHWAYS Tc� n9:x[ i NORTH !A3— t SW� 525 �� ! L 45 AND PUBLIC TRANSPORTATION To R2— i SPENCER HIGHWAY Y \ / BELTIWAY se. KYLE CFWPIAAN ONLY STA. 329+25 R7 -2 __ -- I �PEt:CER Ff•V1' ` - i0 3-CL 1A1 - toe ��ll HARRIS CO. \/Cl____ HYrc r.3-sB PER�tANEM SIGNING AND STA. 310+2.5 STA 310+52 STA. 311 +50 (� '-� COURTHGUSE /I e IL `ss MEADOWS 5Th. 321 +25 � SINCL\IR ST PAVEMENT MARKING � ONLY arlNEx — .. 12 5- 1 L-_. 5-37 SCALE: 1• = 700'-0' STA. Z9Oi'OO TO STA. 33O+OO SHEET 5 OF 9 MB- t R - 1 STEP' .E . a3—eU _ I rLoLG?L NU PR:UCcr 110. Stif it A. 312+37 STA. 312+ 10 STA 312 +37 L � J* � ..+s' ( ) lY ` r - fl 6 CRP 91 24 IA:/A ETC. 324 Ri - 1 �"` Dinklcy 2< Holmes, Inc. ) d ___ .!r m couvr 5-19 STA. - i4+22 Si A. 319 + 16 s� nn ' h ( a'i� 47 CvnHnlling Eng.nt-cncli : ..i ;y sIpIETEXAS 112 HARRIS RR - 5-32 �a,,,.oT E 'I"m ` °Y"' "'mil" ""' flDDO t`• I. Eg, CONY. src;. JOB HIHN.F Y NO. / � � � 8020 12 DO9atc M.H. FAC E OF CURB SPENCER F rc• __. -- N S CE V 81 /UI �ENCER TfY,Y / T— i2ANDOLPhi RC•_f FS^rELD '� In • EEV'RLY RD STEP LINITI D_______ `STUP II ` I STiJP L�4� ) 20' 0.__ RI - 7 Sin. 344+86 STA. 349+87 p . -%.-.. R7 - 1 Q STA. 37+36 O 6-5 9 Q ROADWAY - � _��_ c STA. 330+82 \ Q 6-3 6-4 q —fir I___ 1 40 ` --(@� ,c c 0 SW3-3 I + Q C pSTA. 332+00O hi I Ii I - - - cr�� FACE OF CURD �Q C �-' _- - . r DMA. J \ _ _ . _ —� � AIL "A" U 2 I s 1 O lVVhhhJ vGEND REFL.. PAV. MRK. TY (W )(41N. )( SLD.) Qp REFL. PAV. MRK. TY I ( Y }(4 IN.)( SLD.) © REFL. PAV. MRK. TY I (WH41N.Il DRK.) Qp REFL. PAV. MRK. TV I ( Y )(41N.)( SRK. ) © REFL. PAV. MRK TY I (Y ) (4 IN.)( DBL.)( SLD.) QF REFL. PAV. MRK. TY I (W)( 81 N.)( SLD.) © REFL. PAM MRK. TY I (W)( 121N.)( SLD.) BEGIIJ M4-6A ® REFL. PAV. MAX. TY I ( W )( 24 IN.)( SLD.) CENTER (j) REFL. PAV. MRK. TY I (W )( ARROWI LINE Q� Qj PEEL. PAV. I.1RK. TY I ( W )( WORDIIONLY ) -6 O RAISED PAV. MRK. CL 8 ( REFL.) TY i - C. ONLY FE1.14 r'�' © REFL: PAV. I,IRIC TY II ( Y)( MEO. NOSE )R3-9B SIA. 354+90 RAISED PAV. MRK. CL B (REFL.) TY II -A -A RAISED PAV. MRK. CL A ( JIGGLE ) TY71 -A-A QI SO REFL. PAV, h1RK. TV (W )(V'JOROIIEND) ii3-SB O RR - I EXIST. SIGN TO DE RELOCATED STA. 352+35 O 6-10 PROPOSED SMALL GROUND MOUNTED SIGN S Q - SW3-3 0 - JJJ 0 ____ F 200' STA 363+05 _ = f = - h -\ . 80,E 80 - �-� ' jQ: Q� f ' EXISTING STREET NAME SIGNS SHALL BE REMOVED ( FROM EXISTING STOP SIGNS PND INSTALLED ON 1Y DCTAIL "%:J 207 G\ �Q G STOP SIGNS. EXISTING STREET NAME SIGNS TI:F.i Q J) E v ' \`^ 18 :1 H.C.F.C.D. ARE INDEPENOEM�Y MOUNTED, SHALL BE RELOCATED OI OM-2VR P CHANNEL TO NEW LOCATIONS. REMOVING, INSTALLING AND 0114_00_00 RELOCATING STREET R41E SIGNS WILL NOT BE PAID END M4-6 r OS \ . J ARMAND FOR DIRECTLY BUT SHALL BE INCIDENTAL TO ITEM BAYOU 6000 SMALL ROADSIDE TRAFFIC SIGNS." GEl'TTERI Q TRIBUTARY (SPEED r - [_ANF I o BEGIN M4-6A - LIM[T V CENTER. G.rJ I0 �� r = �..., y _ X STA. 351 +03 R3-90 y �� ` "J SiF 354+90 ONLY STATE DEPARTMENT OF HIGHWAYS SW3-3 5-8 R3-98 FOR ICE O` y. , � "-� Q AND PUBLIC TRANSPORTATION . STA. 353+75 STA. 362+35 BRIDGE PEED ` SPENCER HIGHWAY g_7 6- 17 PER)A,%ENT SIGNING AND SW79-y\ I_45 FO F!;VEMENT MARKING L \ U STAC- 14 0 R3-7 lxJ ,ti. STA.330+00 TO A. 370+00 SHEEP 6 OF 9 G- 14 STA.. 375+77 ., So+!E: t' 1C0 -0' - rcn w rp O).[-2VR `Eo:"o. c u No w;aCct no. 6 CRP 91 (24) MXA, ETC. s?25 ci ' sun: t counn � fiinlcicv & Flolmes, Inc. ,;fa.� lConultinA ) n. 12 zo o..�,.ay.�r .m�. .. >.,.. nm COM� srCT. J09-_r� 1 8020 12 09.et tA.H. FACE OF CURB In CM —� � r8j Eouy 7.1.—BA ' 20' I 20--�-� i.j LIE 6EL� 7wnY 9 Oµ-2VR SPEED ROADWAY WATCH LIMIT FOR ICE OtJI �LL rnwc • o v4/ BRIDGE ^ I 4-- --{ '-113 � ` ' P.2- I R3-98 ro _ SA. 381 + 18 STA. 382+00 m µl6BTS ` \ C �V� ` • \ , • ^ - • � DETML "A S'l19-2A. 7-2� 7-3 T STh 387+96 Sh375+00 O i _ �_ - FACE OF CURB•` . _ . _ . y - Y - 1 DETAIL ' A` i - _ �. �-f -fit O ' -��-�• - 7 {,1`X1251 - __ OM-2VR I EGEND C END M4-6 © REFL. PAV. MRK. TY I (W )( 4 IN. )( SLD. ) Q REFL. PAV MRK. TYI ( Y )(4 IN.)( SLD.) \ N ER no LANE HISTORICALD7- ICAD9-2 © REFL. PA`). MRK. TY 1 (Wl( 4 IN.)( BRK.) MARc ry Op REFL. PAV. MRK. TYI ( Y )( 4IN. )( BRK. ) ONLY VINCE' IS BRDC —). D9R (Z REFL. PAV. MRK. TYI ( YH4 IN.HDBL.11SL0.) SW3-3 R3-9B SHTE '^� STl.. 389+90 QF REFL PAV. MRK. TYI (W)( S IN.)( SLD.) STA. 181 +0p Sh 'H2+00 PASADENA © REFL. PAV. MRK. TYI (W)( 121N.)(SLD. ) HISTORICAL MUSEUM 7-7 7- 1 ' SANTA ANNA -4 QH REFL. PAV. LARK. TY I (W1124 I*th BLD.) SPENCER HW( CAPTURE SITE IQ REFL. PAV. MRK. TYI ( W )HARROW ) GLENVJOOD AVE END µ4-6 07-7 _ STA 7-7 JQ REFL. PAV MRK. TYI ( WHWORDHONLYI O PE- H4-6A SPENCER HWY K RAISED PAV. MRK. CL B ( REFL.) TY i - C. CENTER H D9-2 RR - 1 O ST�1 a ( DURANT RD © REFL. PA`!. MRK. TY II ( Y)( MED. NOSE ) R7 -1 $ � D9R S'T1J1� hb RAISED PAV. MRK. CL 8 ( REFL.) TY Il - A -A STA 390+54 ONLY RAISED PAV MRK. CL A ( JIGGLE ) TY11 -A-A 7-6R3-99 SW3-3 7- 12 o S7h 391 +65 STA. 392+30 R3-S9 Ri - i 05 . REFL. PAV. MRK. TY i (W )( YJORD)( END) z 7-9 7- 11 5Th 406+70 STh 409 +22 t RR - I EXIST. SIGN TO BE RELOCATED 7-17 7- 1H II O PROPOSED SMALL GROUND MOUNTED SIGN �I I o i Cr e I `r0'A L0 c s Vi ..-_ ( _ - - • . _ . _ : - _ - _ .� � z s�- ' _ NOTE R DCTNL 'A - Oi EXISTING STREET NAME SIGNS SHALL BE REMOVED 1 5 (E) 0 1-� FROM EXISTING STOP SIGNS AND INSTALLED ON NEW _ ( END 1A4-6 CE. CL 200 STOP SIGNS. EXISTING STREW NAME SIGNS THAT �-`. ARE INDEPENDENTLY MOUNTED, SHALL BE RELOCATED S ENCER HN CENTER U TO NEW LOCATIONS. REMOVING, INSTALLING AND _ LANE RELOCATING STREET MAME SIGNS WILL NOT BE PAID BEGL`J M4-6A TRENT_RD FOR DIRECTLY BUT SHALL BE INCIDENTAL TO ITEM ��'�� / C�CENTERI SP` ED / 6000 " SMALL ROADSIDE 7RA7FIC SIGNS: LANE 45 ST�F� \ l0 Y� RI - 1 lv RS-9B ONLY R2-1 STA. 99+88 STh 408+70 STA. 5+54 SW3-3 R3-99 STA. 391 +65 STA. 'M02+30 STATE DEPARTMENT OF HIGHWAYS 0 7 15 AND PUBLIC TRANSFOP.TATION SPENCER HIGHWAY PERMANENT SIGNING AND PAVEMENT MARKING SCIJ_E: r = 100 -0 _.STS 370+00 TO STA. A 'IO-FOO JILT N . OF 9 ilt+'"" - P� LELCx`1 ND PR0�FCT N Si�`,t x • �.rfin CRP 91 (24) MXk ETC. 520 B'Akley s Holmes, Inc. ••' STAIE �ii� corns? �IL al�. yCom iUor��l' e.�v: ,( • < <zC WRRI5 ,f c TEXAS n 1T. �wr. 8020 12 _ILK FACE OF CURB • ` - I / {C END M4-6 �` . I 20 20_ ) cm CENTER BE!'(W .Y e {--' LANE frl;�C P6. ROADWAY -- ___ - 0 — �- .—� O r O N SVl3-3 '^ R3-9B M1 - 6BT8 5143-3 '- I IONLY � K STA 423+30 ) -I STA 413+05 w STA. 418+95 STA + ' 0+71 p O 1 C O _ Olii 8-2 z 0 1 Q L �4_ — ! — F \-- 4 8D`_ I _ - r - L _ vim— _ FACE OF CURB - o � , a = DLIMEK r _ _ _ . 125' K It DETAIL "A 245' U (� \ rFT 245' \ g I FAD 011EGIENM4-6A Q REFL. PAM. MRK. TYI (W )( 4IN. )( SLD.) REFL. PAV. MRK. TYI ( Y )(4 IN.)( SLO.) REEL. PAV. MRK.. TYI OD REFL. PAV. MRK. TYI ( Y )(4 IN.)( OAK.) W3-3 R3-9B OE REFL. PAV. MRK TYI ST 418+95 A 412+35 STA 8-1 8-4 CONTROL 50 4 0020 - IZ - 009 �BTA. 450 40 O REFL. PAV. MRK. ND J TR 8D20 - 12- 010 TV I Y I ( )( 2 IN )(W1 .1( 57A.. (SLD. ) @3 REFL. PAV. MRK. TY I IQ REFL PAV. MRK. TY i ( W )(ARP.OW ) SPENCER HWY REFL. PAV. 'ARK. TVI ( W )(WORD)( ONLYI ' QK RAISED PAV MRK. CL B ( REFL) TY i - C. COLLEGE PARK DR SPENCER HWY � I 0 REFL. PAV MRK TY 11 ( Y)( MED. NOSE ) QM RAISED PAV. MRK. CL 8 (REFL.) TY 11 -A -A ACADEMY DRSTOP R RAISED PAV. I.:RK. CL A ( JIGGLE ) TYI) -A -A BEGIN M4.6A p O CENTER ST C> . kiREFL. PAVMRK. TY I (W )( WOROHEND) S°CED LAR7 - 1 )LIMIT SA -45+ 15 > f RR 11 EXST. SIGN TO BE RELOCATED O: C1I LLrj g-21 PROPOSED SMALL GROUND MOUNTED SIGN + R2- 1 ONLY STA. 38+70 STA. 433+84 R3-9B - - w 6I4 SW3-3 SA. 442+ 60 g_g STA 436+40 o m R+ O t 0 0 O 120' I / 40 �,n o�'f/ 4 � 2co' _— A____ \I�— � Il Lr �1— —• sc TOP SIGNS AND INSTALLED ON E REMOVED ✓.� --.-- • _ _T _ - _ Z STOP S GNSING EXISTING STREET NAME SIGNS THAT a - - _ ' : t Y- -�II � - - - - - �� - -) I = ARE INDEPENDENTLY MOUNTED, SHALL BE RELOCATED - - - - __ ./ ' _p_ �nJ Y" _ r —{ \I —�— E TO NEW LOCATIONS. REMOVING, INSTALLING AND -1— )J � —'� I � � RELOCATEG STREET NP1dE SIGNS WILL NOT BE PAID _ - DETAIL "A' r �I ¢ FOR DIRECTLY BUT SHALL BE INCIDENTAL TO ITEM „I U / ,O• r II J) J 40• 6000 " SMALL ROADSIDE TRAFFIC SIGNS" al fl = I• J120' CEttD hlr. 6 = SPEED) rSPENCEI2 HV rAiD 1 �TR DI O END_ -! I 'MIT _� ___J -/ " ILLEI2 S CITCP� 91TER STATE DEPARTMENT OF lil^uHWAYS •\ L4hE A5 ----� ! I '1`3-3 AND PUBLIC TRANSPCRT.ATION O R2- 1 R5-1 R5- 1 STA. ,44+30 O BTn. 438+84 (--- STA. 443+25 A. 443+53 C_j SPENCER HIGHWAY B 0 ONLY e_J5 B- ts s- t9 PERMANENT SIGNING AND SW3-3 R3-9B ONLYPAVEMENTRKING STA 432+ 10 STA 436+40 SCALE: 1- = ico•_o- STA 410+00 TO STA. 451 +00 R3-CDT SHEET 8 OF 9 g_g II- 11 STA. 4 +3+70 ST D t� r _ • _ :., { FEVCr+I uo rAa_cr NO. CRP 91 (24) MXA. C. 327 L_J P. t1 >z-a I Hinkley & Holmes, Inc. t STATE ;r_ ° muem STA. 443+58 �? c Cn vtting `KiginccrsT TEXAS 12 HARRIS � Coil. sm. JOB illG�mnv r:u. ` � •v's`s=') T 6020 12 9.ct 61.H. FACE OF CURB E ND M4-s - ---� O20 V SPEED LIITQ. ROADWAY aASADEr1A 45 I'T _�Id,�ltT R3-90 --' 5113—3 SiA.R 55+36 4b LEl STA 454+00 ETA 5.1-20 +80 __� C o FACE OF CURB •4 ? Q.�-�. I f /M "---�,--- 9 cs`" 1....�a,-,s.--- -s-•-'�.&z.. 0 '"""""' - '-'r - _ _ ,._ G Aft " A" - � - : _ter T W a SPE>Ir CER HWK] ! O � f jjjff O .v SPEED L, IL _ r 2 f t REFL. PaV. +IRK. TY 1 (\v)( 9 Ih Il5LD.) BEGIN M4-64 LIFIiT / �GCOTCH MOSS I� 111111 rc >J B CENTER u i J O REFL. PAV. h1RK. TY I ( YI(41N.)( SLD.) LANE �'5 c' STOP ,, ,.w4 „riµNt . . +, 4 © REFL. PAV. MRK. TY 1 (Yf)(4IN.)( ORK.) MATCH D REEL. PAV. MRK. TV I ( Y )(41N )( BRK. ) STA 454+74 SPENCER HWY SPENCER HWY R1 -1 FOR ICE ON Q REFL. PAV. MRK. TV ( Y ) (41NADBL.)( SL0.1 LO_:LY I /~ LUELLA BLVD j STA. 459+89 BRIDGE 1-1-\ FERN ROCK OR R3-9B 9_9 Q REFL. PAV. MRK. TY I (\'1)IBIN.i( SLD.) STA 453+65 STUPI r Y1'=-1P S1 nP -i (EXi5TlNC SIGN 54/19-2A © REFL. PAV. MRK. TYI ( )( 121N.)( SLD. ),> TO BE REMOVED) 5TA.46ST00 Q REEL. PAV MRK. TY I (WW )( 24 1N.)( SLO.)/ WATCH N NilSTA `6+3,1 9- 11 ( REFL PAV. MRK. TYI ( W )(ARROW) FOR ICE ON STA_ 4S9+66 REFL PAV. ARK TYI ( YO ON LY ) BRIDGE ( REFL T RAISED PAV. MRK. CL B ( REFL.) TY 1 - C. 51419-2A © REFL. PAV. h!RK TY II ( Y)( MED. NOSE ) STA.477-, DO QM RAISED PAV. MRK. CL B ( REFL.) TY II -AA 9- 12 Q RAISED PAV. MRK. CL A ( JIGGLE ) TY11 -A-A END µ4- E O �� CEND WIE ENDS OS REEL. PAV. MRK. TY I (W )( WORD)(END) R2- 1 MERGE � EXIST. SIGN TO BE RELOCATED C Lu -lIT PEED / L'e 7 RR � (J PROPOSED SMALL GROUND MOUNTED SIGN OM-2VR OM-2VR (i IN PLACE) u5 o ?LY W9-2L �j( R3-9B STA 433+90 �� ' / BET'RE SIGN (IXISTING SIGN w"a'`� w:a.0 /\ TO •TE REF•I TO BE 4C SIGN ED) o END PROJECT (j� � d 477+07 _/- _ _ _ _ NOTE; - - 1Q- - _ _ .- _ j _ - -_ - _ - _ _ _ - - - - - - _ - - (j EXISTING STREET NAME SIGNS SHALL BE REMOVED �-.--r -- - . - - - - _ _ --••.-•__� -- - - _ _ _ _ _ _ _ _ _ FROM EXISTNC STOP SIGNS M70 INSTALLED ON NE4! W _ ` - _ _ ; _ : _ : _ . _ STOP SIGNS. EXISTING STREET NAME SIGNS THAT Z _ _ _ _ ---- -- ARE INDEPENDENTLY MOUNTED, SHALL BE RELOCATED _ o E SPENCER HIGHWAY l ' )> TO NOCA LO \NG stR N9. REMMAUL STING, INSTALLING MID _ N RELOCATING STREET WARE SIGNS WILL NOT BE PAID H I N+`.,.,„ 1 1 FOR DIRECTLY BUT SHALL SE INCIDENTAL TO ITEM k 6000 " SMALL ROADSIDE TRAFFIC SIGNS: 0 Q J o ` Ei.(D PP. JECT NOTE: BEDYEEN STA M17,.+07 TO 57A 478+70 _� CONTRACTOR TO P.ETIOVL EXISTING PWT. SPEEDI 5-i A. 474307 Tt\RSITION MCRKMG AND MATCH EXISTING 1 O MARKINGS ON BOTH ENDS. CONTRACTOR gry LIMIT � cE� 61Vd.L ALSO REMOVE EXISTING SIGNS AS LH5 R2 (•9'3 001 EUH EXTPTV NRK 54FKEz(F') END PAVEh1ENT MARY.ING5 STATE DEPARTMENT OF HIGHWAYS ��! SI• r.7E I-32 6EGI`. M4-uA /� STA 478 ' 70 AND PUBLIC 7ILINSPORTATION O1 �V 'I OBE EF CIATERI / G°I3- 014 EVH EXT Nx 4u^�f(r pKER)� /_ T SPENCER HIGHWAY �Q Q IN PLACE) -- - _ r PERMANENT SIGNING AND O , loll G� �—� . _ . _ � • OM-2VR OM-2W U c T---- - PAVEMENT MARKING ONLY _ — — - — — — — I STA. 451 +00 TO STA. 474+07 SHEET 9 OF 9 ENO PAVEMENT MAzKI);CS ('cXISINC SIGN I \� y iEUEFN- NU PRJJECi h'0. 5'! \� STA . •I7E X70 VC131yaP .;!> 1 an.TO BE kEMOV-cD) �- L913C01 SLIM. EXT. PAv. NRY 1 Y.RKER (i ') F6 CRP,91i (24) M%A ETCY. $28n ; cyeS, Inc. LIM1I. EST. PAv. HRK. 1 M(AER(0SL)(�i) —.-- Convvllivl1FTi nevry I2v HARRISCONTKACTG_ TO REMOVE EXISTNG P'JM T IRAN TION 1IA,, KNNG5 ( 3� C0MT sec+. :09 mcirx:.v n �'i 8020 12 C09,et h1.H. U In N J I N ti Q Z ¢ O U N Z w O TYPE IIA-A REFIECTORREO N �I YELLOW JIGGLE T R5 Z (Srr STD. SHEET PM)(SPL) R.O:N. 1 ON__f„ BROKEN WHITE \�_ \ I -40' SOUO \YHITE — ._. — _ — — __ e 125 __ 40 TYPE I—C © 40' C—C — — — - — —' 8T20^8__2D' ) �- 8' -245' SOLID YJHIlL $ 8-20; 8' _ 2, y �.—�� 24_ 4" SOLID YELLO'J! r— — Y7HITE jj �/' 1,� _,� _ '\ l�1� _ ___ _ � I ��- `I STOP WHITE __ " C ¢ _ — � TYPE II-:1 b,' 40' CC STOP °� OLIBLE LINE 0' I e'I 29' fi lI 8' I 20 SJ 5' DOUBLE SOLID YELLOW 8 -120 SOLID WKIiE —ter L�- - , �= �— '—" LIFIE 4" SOLID YELLOW 18i �2�I 3 32 81 32 120 — SOLID YELLOW 75' I10Y 30' I -- ___ - �TYP.) — - _y0' SOLID WHITE_ ( _- I—�__ _- -`- - ih0' 100' Tf4N5RI0N R.O.W. I \ ,..-�� I _ TYPICAL LEFT TURN LANE SIGNALIZED AND NON SIGNALIZED PAVEMENT MARKINGS 12" SCUD WHITE NOTE: CROSSWALK ONES (SEE N07 ) CROSSWALKS SHALL BE. PLACED AT THE S16NnL1Z r ED w INT"2R SE C -1otJ5 • 24` WHITE t \ \ �',,r' STATE PUBLIC FITA Or' HIGHWAYS STOP LINE AND TRANSPORTATION (� 1y COLLEGE AVENUE/SPENCER HIGHWAY TYPICAL STOP LINE AND CROSSWALK MARKINGS - PERMANENT SIGNING. AND " l -fl PAVEMENT MARKING SHEET9A OF9 FEDEIM A.ID PDGJEC� T ; cn6r. CRP 91 (96) r1X, ETc '32*3A SCN.E: NONE STATE ;r 1, COUNTY TEXAS G 12 ^ HARRIS Dinldo7 . ITT.M1x. IIC. CGNT. SEC. JOB GI W:.Y N0. Bozo ,Z rot nil < I IIII l l iI II ii ' ' I ' ' HI oa i I I I II I III III I I II III I I� — U zo O H x � d� III I I - _ _ _• a � II I I L _ _ _ iii I I I I I I I I I I I - - HH ( I- X ) x - EDGEMENT �PARNELL 8GI I II Ix I Ixl x1 I I '°• I xI x1 I (POST POST o IIL- x I I !x I i l i t i _l I_ I 1:xd x I ( xl III _IL I 1 f I I I - I I THE " X' DIMENSION IS THE ELEVATION 0 _ I I DIFFERENCE AT THE POST BETWEEN THE It II - GROUND AND THE EDGE OF PAVEMENT OR I III II TOP OF CURB. THESE ARE APPROXIMA- II I I I TIONS ONLY, SUBJECT TO CORRECTION a o�I I I (lii I I - -I I I _ -I I I I �i I I ( I II1 ' 11 �- I{ _ FOR FINAL GRADES OF SIDE SLOPES. III i f II I I _I I ( ! I I D li 11 IHI I ! I I GENERAL NOTES: m Il l I I 1 1 11 1 I I I I I I I I I _ • I I I I ALL SIGNS SHALL BE ERECTED ON THE - ING TO THE LOCATION SHOWN THE U� 11 I I I I I - PLAN AND PROFILE SHEETS, EXCEPT -J-I-� I I I I I I THAT THE ENGINEER MAY SHIFT A SIGN I- I I I IN ORDER TO SECURE A MORE DESIRABLE x r, r LOCATION . THE CONTRACTOR WILL STAKE•Ix II , I IxI I Ix x1 - I Ix Ix x1 ' Ix x 11 ' ^ Ivxj xlI - 1 xlx '" ALLSIGNLOCATIONSDNOGxl x x x x X ' I-I x IN THOSE LOCATIONS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE DC I x I I I I ENGINEER. LL I I I o Q � Ti I I L o ¢ I r. x x x x x x : x x r. x x x xlxlx x r xIx xIx x x x x r. lx X • oc xxxx xx xIX x Xxxxlxx IxlxlLL L' I I r Z • I I N II I � ZO I I I m � NIN O N _ N N N — ,: NW I N N � Ini aJ O 4 N � Im NIM 4 cl V N N N T X -- i I " - Y x Y� O m ;• X X x r X x Y C V xlx K x % o ` I ; v T X x N x L O N _ u WIC I � -r SIN cl N °� NI � � l I . NNIc+ I I II T I I h I � --�- 1 e NI NI I , `_J I o } o ` 2 >_' } ' ; I Z I O I o `- F- F • !- p O t\I =-J I c O ° O 'aI ° ° •_ I � I ; m w wI • m T C) p O O S I F LL w Y ! L 1 m m V iLL ~ I - I w J I w.l w I ILL' T f Q TI } z 0 Y l I J ,. I I } TIUI 1QI F r �' ( �'. Z I ;v I IC N1ml 3 I NI INI N N Z I 1 IN W Iy I I Iw O 'w O IZ G O Z Ui ¢ J w uJ It'J W O 2 f I � O N In of LL won N '= - ? _ Ivf .71 :- z - 5 •7 I � Slm ❑ ICI N n v IS c a , ,j T .0 LU JIS n • - c� # C K -' w u u K 2 STATE DEPARTMENT OF HIGHWAYS s3 s N I ` K - - • IZ w z _ ,L, z ` o z v I p o r ' w ~ c w o d I a J - zO = ? ~ AND ?:1E7LIC TRANSPORTATION v w �` w r- f _ � fo w �. _r ? f ' F ` D w w z Ju ¢ LJ w >L ' O C F 2 riJ Iz }- IZ _ I V W ZIW 2 V OIL:, WIC z, LL V W O OIO - I W . p ill Z UJ U Wlw _ vl Z is 2 � I '5 O Z u ?_ 7G i< z wI � ollvlu ui uI UI uIc> = I `a la - itilm ., w V Oli, Ilnlnf ( LI , '., I M1 I L�W� — —_ V m V G N N w - LL V d U v :n w V m V 9 V W V yr w w u zl � �� Im � Ie Im m - w II � v , w — I m , oilwl —� " . �— _-- — F- I I Im N a SUMMARY • ,.01 IL v mIv in NI wl m NIA IVI2 w V wi '' �� ___.—L � " I I KJ m m r V m ¢ ' m Q • I SUMMARY m ¢ m � m � ' m2m 31 "TJ �sm i I i i Iv m vI � I i hI '� w c 1' LIm rJ 4i `_' ° � Irol �� v m v e v_ Ic S 3 = _ SMALL SIGNS SHEET t ov 5 v, 'i s — � °I I , ILL I I I > I �, � 1 °' t,', II � Iz cc m �_ L-m� _� F — _ _ f "' i I � 2 I , I °i M I I - ilW. _ N. N rL In � I �_ cIm If� (� y4 Wfr, U 'I,N <t ::0. y AIM s I - ' 1 ` ; i .. ' \ .y .v s;I: NF— ! ILIA SIN �, I � I _ I I _ L• � ' � I ______ Ala I � ) ; I i � I- - L� �_ — = � . II ICI � Ir< I '-r ` n: - ' J ^ IN ml ____ 9t (24) MXA ErC. 3f9 o - - — I Ilo IN u j I I II � � ^ N ( o ,,. (] O • ! < � hu INI oll o, U •- I •- I �—LI�I _ • 11n a 'n II n ¢' ; m —I_ __ III Off I �r mTIy TEYAi 12 H4P.RI$ N U —+ I I I f I I I I 1:C JUI3 I'xnv I 111 �' IIIIILilIIIlI �I I I I I �� I I I I I I enzo t � oert LLH.�� oa � I III I I � = N �t _ _ I I III I I i a = a ^ il I IT I I II I_ II II o oIIi Ii ` I I I I I I I I I I I i I I IL i I - -' _ PAVEMENT EDGE - I ( x I I x I I POARNELL 82 JI- JI- POST t POST o III _ ( x ix I I_ I I - O - oI - III I I I I 0 ll I II I I I I I I I I I* ii I i 0 0 l I I I I I I I I _ I ( I HH ( - THE " X' DIMENSION IS THE ELEVATION DIFFERENCE AT THE POST BETWEEN THE oI' H I I I I I I I I I ( I ( I I I GROUND AND THE EDGE OF PAVEMENT OR TOP OF CURB. THESE ARE APPROXIMA- TICKS ONLY, SUBJECT TO CORRECTION o I I I ( I liii I ! IIH ( I I FOR FINAL GRADES OF SIDE SLOPES. JI ll I JII I ii fn o I I ( �I I I ( I I I GENERAL NOTES: z It1 I I I I_ I I �J • I I I -- - � m AI! . SIGNS SHALL BE ERECTED ACCORD- 01 H PLAN SAND PROFILES HEETS, rE�EPTHE ¢ II I - Ii It II II I I THAT THE ENGINEER MAY SHIFT A SIGN J IN ORDER TO SECURE A MORE DESIRABLE ¢ Ix x x x • x Ix x x x x x x x x x x x x Hw LOCATION. THE CONTRACTOR WILL STAKE .� " I - F I I Li I I IAN LTHOSE LOCATIONS SHAALL BE MADEES V) ¢ I I ! H H I I I I Ii I I L I I I I I I I ENGI�EERPRIOR APPROVAL OF THE I I I I L I I I I I II I I I I I I _ _ _ _ I I I I _ _ _ _ _ _ I_ _ _ O $ � x x x x x r, x x xlx ! x � x x x x x x x x x ' H ' H .c x x < r, x x, xxx x x x x rn I ( I z z �C" L cnr o cvN � N 0rJ II o0 °2 � - ..1 wox o I _' oot 1 - IN H m c. } ev N N colt N n ( I . Li I J J H N N �+ J , J D Q O O O 7 r u_ iy .w w kit yi V o v J Ni w o I I } ≤ F 3 c i m o I N N N ,.' u N N CU J S �: v llJ ¢¢ p L zt 0 Z in 'n !n - O - ¢ - 2 H- I-- -r ( 1- J J T F F LS = tS '- U a -' J J n N K K 1 ,c =+ - L' K o K K = ' L I s K tt p l u u t F _ (� STATE DEPARTMENT OF HIGHWAYS w o a F z O -JO -4 S H 2 F L _ 1 Z LI w j p N v = j V o w o o I AND PUBLIC TRNJSPORTATION .J -e u W W Z V 6. U ZIW w W w W U Z lu d ,p-. 1 7 ' .J d V w W Z - a V, NI• A �: c m U VV 0 Zn t o wtV V V W v w in ( ` W ' , w u ! w U N • _ _ .¢s I '- .- ( � � I ' V I n ' NI al n cn nLI _ _ _ _ _ _ _ _ . L_ _ i _ _ _ _ _ _ _ _ _ _ ___________ ______ SUMMARY zw `o N m1 �, I � Icy �'s �s i _ _ _ _ i w ' s ¢ to v ` m �s af°+ _ i .- _ t Ii I OF Imo' i t t t o o z t I I I "- "-- t t l t i - - _ SMALL_ SIGNS WI- .I I � rc V Nrc - c - c I ^ ° �"'� SHEET 2 OF Si v t� "•' �,�� GCfC7nt NU !'ti0:TCi I+U h w I • Ii Qj,",+, 1VJ� 00 � � � o _ ) T � � o � I � Ci ) ( rn nI_ o •I • I 7 cu)in :,':o1. CRP 9112+) uA c. Sao srATc I .—_ _ _ —� I In ^ ^ I I �4�`4.'.r"�y S.It� C0rtr. s12un. JO COUNTY W1 _ _ ___ ____ lii 1.:. �� TExT. ° 12 WRRIS e 2 OZ ( I j 8020 12 9c1 incr8nM H rvc. J" o a j I i� _ iiiiiH ' ti III o --" '' '- — o © ZI- O N I ( I i I I I I ( _ i N a � - 0 I I i t ! ! sl l I I I I I I I I _ I I I I I I I I it I I II I Ix I I I I x l ( - - Hi II I I PAVElAENT o ii EDGE PARNELL 82 il o I I I 11 I � HI ' ' . . ' I I I _ I I In I I POS/� _ —�T � of I I � IIIII I _ 1I' III I IIII I I I µl I I ___t__ I I I _ I � I I I ( DTI{FE ENCEMATSTON HE IPOST THE BETVEENON THE 0 0 ( GROUND AND THE EDGE OF PAVEMENT OR a a I ( I I ( II 1 ___ Ii I I I ( _ I TOP OF CURB. THESE ARE APPROXIMA- o TONS ONLY, SUBJECT TO CORRECTION 0 _ ! I n1 I J-I I I � I I I FOR FINAL GRADES OF SIDE SLOPES. HHWIHHHHWHiQ v y iii I I ( , . l y , v ( Iill O GENERAL NOTES: ( I I I I 1 ! I z m t- I I O oI = I ALL SIGNS SHALL BE ERECTED ACCORD- ¢ I I I I I o 01It- iI I I I I ')! I ( ) ING TO THE LOCATION SHOWN ON THE PLAN AND PROFILE SHEETS, EXCEPT THAT THE ENGINEER MAY SHIFT A SIGN J n IN ORDER TO SECURE A MORE DESIRABLE -J x x r. xl ( Ix �' x, x I xIx >: . Ix v x x x X � Q LOCATION. THE CONTRACTOR WILL STAKE G a x c x xIx x l t`> • ALL SIGN LOCATIONS, AND NO CHANGES IIII I IN THOSE LOCATIONS SHALL BE MADE I il H ' I I WITHOUT PRIOR APPROVAL OF THE 5 ¢ I ENGINEER. z w x x x x x x x : x x x x x x x x o _ O x x x xxx xxx Ix xxx x a Ix xIx x x ii III I I IxI Ii . ' L T . tiii Z II t I II Z � 000 N m M O N m O Oa III O m I SIN t`r 0 vYi N N _ m N �` O r O N N N _ cr ! v„o _ O N I N µ - x " N max_ >': x `xro x�. x N x M r9i nIo n n v >. x V Iry x N H m w � I I n � lx v f`1 t`1 X : I o _ ,_ o h oIM In drl " I II . I ( � � x 0 ii I oO to r F w I o 'U Iu N N N m O i� m Co • N O p u " wQ Q zm iY < 00 _ I ILI < F y q Id N F `W J J r u J � W W ! Oldo wW ( vJ T w I W L7 ,IU < w K W J o '¢ S _ I ? x ¢ ( � o I � o o p STATE DEPARTMENT OF HIGHWAYS _ w - u s ? 3 ,_ _ o F - G a 1' w a LU e- I AND ruBUC TRANSPORTATION o z z u w r _ = •F u u Iw "' w w worn r : 0IWJw • " _ n r o E 7 2 m 0 0 ''�' m u w v ca m u ui v v�-il � . oZ � Olo � ' m c; C10 0 5 0 3 0 0 -' m �i `mom z � n `>= 5I3 oL`o to o � � l N o oI o ( m ol0 0 n — ' n Id I c — � .; m _ I m ciI J i SUMMARY � w n _ IJI _ I ,- N MIS _ _ � I � MIS OF � °- i v _ g i r l l r r l o l l r 11 I _ i i ,; �. 1 1 I I IL i I ' r _ p _ C S"w1LL SIGNS SHEET 3 OF 5 Ill 11 (A Z C ilN_ ! LIK L C [L' 2 ¢ NK 5 I � < [rG!�': 1_ Ci `= CIS 1 F I I I I I a � �, L7 ....... � z _I I mo: v T�.D! q _„- -- I ` f — N, Ada. Y �' , ,,�j ,.,,r AID ws"`; _ I ! rcuca1 to Mn , NO. N �? ( — EG 6 CP.P 91 MXA, E7C. 33I NO ! 0 ) ( N I ( .- ) �' I n `• Lo l ,o r r, ml _I � � � IfI I _ I Nc`vi it � ) ( �A! ry In I 7 S sutE Iri rounrr F— T- I�I N o fe I ;� Z 1.1 rn ' m IN fro .. _.. f o-.� _____ SF.CL WP,RIS i { O 11 ° I I II t . Ii ii I (�� I I ! �� '� � e020 ti 9 ct rig M.H, NO. d N �. � I I ! ! I ! !� I . IT I Ii I I ! . � i La X) ac_________________________________________________________L III ! II II Il Ii li ICI I III I il ! I 50 � I i I I ILLI 1 1 1 1 II I I II � I I III - I I I I I I I I I I PAVEIAET� i II i I I x I I x ( I I xI x I I ix Iii I - I x I ED E POST QRNELL BPOST ZQ II I x x I I I I I II I x I� i II I I I - L l l III I_ I I II iI I I I �I LiI 0 o I I I I DI I _I I - .__I_. THE " X" DIMENSION IS THE ELEVATION III , (- DIFFERENCE AT THE POST BETWEEN THE W o1 ' fl I I I O -I j I I I - �- -I L -I� - - - - GROUND AND THE EDGE OF PAVEMENT OR 0 L j- TOP OF CURB. TFIESE ARE APPROXIMA- TIONS ONLY, SUBJECT TO CORRECTION Z V I I I I I I I I I I I I I_____ _ _ I_ _ _ _ _ _ _ _ _ _ . . I P I_ _ _ _ _ _ I I •- I I FOR FINAL GRADES OF SIDE SLOPES. U O H I Iurn I I - ( GENERA NlS: ! I w' ALL SIGNS SHALL BE ERECTED ACCORD- I I I I_ C7 n I I 1 z II ' IL I INC TO THE LOCATION SHOWN ON THE o I I I I I I I (I I ( I I PLAN AND PROFILE SHEETS, EXCEPT I It ��— _ THAT THE ENGINEER MAY SHIFT A SIGN_III- I-'-- IN ORDER TO SECURE A MORE DESIRABLE J I xl I x x x N LOCATION . THE CONTRACTOR WILL STAKE J yI . I Ix Ix xlr, x xl x x Iv. l Ix i � ALL SIGN LOCATIONS, AND NO CHANGES Q E Ix x x x x Ix x - IN THOSE LOCATIONS SHALL BE MADE � I x WITHOOUTRPRIOR APPROVAL OF THE � � I L I XJ Lr_ FI ii I I x - III Oa Ix r. xxx x xIx x x x r. Ix x x x x xIII x x x x x x x x x x . Ix lxlx 1 . 1 (/) I I ill Ct) Z _ T I II � N V m - ow I v o N _ N � � oo N � _ � N ola _ - - - N r)s nfl oxxxxc ! N _ N �— NNNN � = = Z Ioo � Io � � LL o r F w w lus }. L L j N Lw yJ r I �- s r 2-r fl G a -. I 3 3 - N w m (� c) I V N lV N U UI W ll OI 2 ul. ? j J n 4 V vi J j I 7„ I '4 I .`] L `7- µ 4 n� ' N ,, I i -i J - 2 J I - w J STATE DEPARTMENT OF HIGHWAYS '' � ! w LL - I J J I w w I Y o s zUI F ¢ I i -' f- 3 1= ¢ w a ow < AND P:)BUC TRANSPORTATION � J o u zln z •Z, '� ? �' I o JI ,„-' Io. n: ≤� Zlzlulw � I "' •' o a aI � wLi mIv w v 0 � I � w v m u mlcwila uwi INIo o " w wIw zIu �' � � � la I I '^ J .L `� I '" � " mIv _ v mlu1 <' — _ I — pl > � a` n `� © vw N SUMMARY n n `____ m ° i i I "i i i ^ " n � I m i l M i i `' �. � II III I I _ � Iii I i i n �.,- F„ � SMALL FSIGNS SHCE_ 4 OF s PI _ n Iln r � Icl � a = _ of I l � l zl s, �n -� � IH N l �I I I c Flrt Z u H m of clan `b.j :;;r' ' .•' .irr. veu w.i. .,u r ,wcc, no. s;'5 __ I lit ' rrI O ,t II Ih cum, . cr.nuon 4g ` 6 CRP ' 91 (Z:) M:(A. ETC. 3 : 2 In N ICI o I I _I ! _� i° � � I I Ii — � In ! SIN n �� ' Iw m I . ' I y,.......t�i 0i:J i STATE C��iii ____T C0 0 O . I • 't . �' l SL - t%6= ,/ 2 TEXAS 2 HARRI9 _____ InIT Iii I• I � I I sitCli J 0 o I.L. �� I I I 1 1 I `° �I I I I I _ I I '�' 8020 '12 09cl xIcM.H. ta. a V) os � i III i � I III I Ii T � Ii- I_ _ _ I ZO - T ' 1 1 1 TnI I i o O N N �I _ I i TII II ► I II 'T _ I-I I I I I � I I i ii � T Ii - II I I Il I _ ' PA�MEM m EDGE PARNELL 82 � I I ( Ix I xIx x x I Ix ^ � I I I I_I Ir, xl `_ � _ I POSTo I I II I i t PGST ° o i T T I I Ili I I I I pI T _I I I I I _ ; -I-h- I -I _ IT - I,_ II Iii p oh ! 11 I T _I IT L - THE " X' DIMENSION IS THE ELEVATIO14 II H ' L ( ( I H - I , DIFFERENCE AT THE POST BETWEEN THE 0 o I Li I I I I GROUND AND THE EDGE OF PAVEMENT OR TOP OF CURB. THESE ARE APPROXIMA- F ! II III I I I ( I I I I I I I I-T, Iii I I I ( I TIONS ONLY, SUBJECT TO CORRECTION I I I I I I I I I x I- I - ) N I� I FOR FINAL GRADES OF SIDE SLOPES. of • IIT ( I I I ••• _ I I I_ GENERAL NOTES: ALL SIGNS SHALL BE ERECTED ACCOP,D - INC TO THE LOCATION SHOWN ON THE 11 ItII N o PLAN AND PROFILE SHEETS, EXCEPT ii< iIjII I III I , -I- ITT 1 NII I I _ I THAT THE ENGINEER MAY SHIFT A SIGN • IN ORDER TO SECURE A MORE DESIRABLE xl xI I � x I ! xlx xl � x x ' x •x xI Ix RI oiI— Ix T� — x x x ( r r LL STAKE ALL LOCATION . LOCATIONS, AND O NO R �I CHANGES 1 — —I— -1 IN THOSE LOCATIONS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ¢ I Li ENGINEER. o ._Jr - I _L _ _ _ _L Y _ I o x Iii ii III II I lx Li I liIxj o ¢ xlx x x x x � xlxlx I >: xI >: I Ii II Y � � � (/I O V N �9 m O N SIN v :'. I m r ' On N N ' N m LLJ N N N o N N O r m JI ` �_ _ m p ≥ Z a o p e. o o ILaw LL LL -, w it • OIII NI O J 00 o 1- -I ti M C - W r m - Y r 40 c 0010 I a N N � W ) Ccc1C NU] N ` ` ZlrooN 0Um J W u j O m O N J C ti H 0 u O �� ~ W N w '� �r 'Z = !/17f t j J N - o 0 -UI ' r r W W I W K `� uo' I C z _ `� _ '' o STATE DE:`ARTl.IENT OF tIIGHWAY5 a v - z ol � � Wt z4 zipo Flo ao o f? ' o IZUi S o o < o • N'!D PUBLIC TRANSPORTATION IU Iv I `o v o > I `-' vl 4I "nl � iozw a AIm uIm u 4 . 0 � Ivi Flo o '- m �iI 1P! vIa mii:, wlv w �— I- m m ' to w > > �: m ___ SUMMARY . c DO i5ld vl6i II . n n V o � nlnl - vlin 91m Im _ - _ c _ � � � ; I I _- I OF c `- It clm I NI �' dim I i t i i n I N KI .� I �$ n � y. I i i — I� — SIAALL SIGNS � ,,, �- __ s of s In f— __ _ Ir L` "' � "" `^`� `tI � I � I � clvl cl � c can ! 21 \v r - " I`" I `" I �"�'�'G ., vcmr� ian rn,SHE r.�. :n I I I N l n i° n (_ _ _I T I �. I •n M\ c I I I N I - m o � .- N ry Elfi;�' CRP 91 (21) MY), �C. 3 :3 N I I TTJ — `.�'r?c:r� n40M 51'.\IE ®RS I � �� ILLI-111 I z .- • � TEXAS �.12in. t RIS z m I l .- I rn I n I 3 I :"cRs'w...si r,1.�^" aZ L_— _J JnU ,\r�Y N0. I I I � 11111 I t'S bozo i2 JO9,et[ MU._____________H° I I I '/2 I' R 1 08 ' . 33/4 n U _ 2n 4nI/21 ° , — ____ __) I74 3 GI nI/2f, 9 I, n I '/2 m i n . SIGN NO: II SHEET NO.: 3 MOUNT: 0-2 SCALE: II/at I ' BACKGROUND: GREEN STA. NO.' 221 . E0 U MMU � L ` I 'U n, , I 2 cnn u u i II• 1 LOCI- P SIGN No. : I SIGN No.: 10 ' ' SHEET NO.: 9 SHEET NO.: 1 ".COUNT: D-I MOUNT : D-1 SCALE: K'2 ' I' SCALE: 112° = 1, : ..�-,E�xc„o BACKGROUND: GREEN BACKGROUND: GREEN E� .��S ' x''� STA. NO. : 454. 80 STA. NO.: 148.37 I_�-_ ST:. E C.'ca:.Ri;1 : iT 0= —_—� I I :34W?TS It PU: L C TR:.hSa^.n t�l PROPOSED GUIDE SIGNS Snttr1 11 6 IEI?5 CRP (2 9 _ .y_.I— T97 '.tY.A, ETC. MM.Thr19i12tvn CCJJiIT � HARRIS 8020 12 I 2 2 2 BEGIN PROJECT O , s 2 QQQ2 2 2 EI STA. 130+65 r I t t 17 2 1 1 r I t �i 7 T 4 - t G t tt 0 N rc o 8 = o o � N rc a K = s o LL - - , 5 , 5 a Lii hi O I 11 c1 i5 I i5 ( N I /7 W Li \G \ _ N \nom1 , S � > I . m \y \y0 N i s I J 11 ' 5 Q Ii O O 5 7 2 8 0 2 m 0 U- Lii 22 2 2LU 2 m 2 EXIST. OUTFALL 8 �J CSI 8020-12-009 11 2 1 2 I 15 OLD VISTA RD. cal 8020-12-009 2 2 SPENCER HIGHWAY t W1 -7 Y'.ELD ONEWAY O ENTERING FSTAD UML p 20-A T HOUSTON ��// MSITOR_ R6- IR I 10 S 1 a I� CITY LIMIT T NORTH M3- t SOUTH 1943-3 28 O 2 IJ O D7 - 1 BELTWAY BELTWAY tp 26 I-2B R1 -2 13 8 t -60 Q M , -c9 R1 - t O RIGHT LANE (� � O MUST 2,r M61 BELTWAY 8 NO TURN RICHr u , nn NOT R3-7R SPENCEa H•irc. 21 212s STREET- NAME TOLL BRIDGE j . - '3 IE t8 WH \ . D3 - t ENTEP IJORTIi M3-, SOUTH 1.13-31_- R7- 1 BELTWAYIT Rs- 1 O PASADENA 8 M7 -6B 23 1725 mk . CITY uMIT 24 _ SPEED _ MB-, M6- , 1 10 LIt iIT ``f [SP]EED No zs w s RkP,KING 19 C O 26 I U 35 ANYTIME ��BELTWAY E souTH M3-3 NORTH M3- 1 R2- 1 OM-3R R83 BELlV1AY � BELTR'AY R2- 1 TOLL BRIDG'c Q Mt —se 5 tAt -6B / C� (, Mt SIGNS TO BE REti!Gu<t1 UM1�-E55 NOTED OTHERWISE. .�.._ r L .!� IA6-3 U6- t _= _�..y.,r. STATE DEPARTMENT OF HIGHWAYS BL.LNVAY 8 r- F ��;:• � 5�:'�.. PND PUBLIC TRANSPORTATION I(/ WELCOME_ O 2G-T 9O7 28 t LT y�q SPENCER HIGHWAY I I--i LA PORT�_� s 3 ,Y � EXISTING SIGNING S � TOLL BRIDGE __) CTY LIMff I -T ,� - S 130+65 7U STA. 314+00 (/ LI TA. ONEY1AY 0 - ~� — 2B _--1 '1 j - Ii )VP ,N rrmanT o St - 1 D9 -2 le R6 1L ICMLv .. . _ I ONLY c _CRP 9I (26)(26 L.u. t O O 17. R3-6U 6CNE: IaONE S,,,i r. — C �' 1 29 TEXAS 12 HARRISIS O -I niii�r .e I �a,,:.... e.` cant. 5e i. .lou luGIiWAr w0. SHEET , OF 2 8020 , 2 00Sct 6H 2 2 2 2 .. CSJ 0020- 72-GOP - CSI 3020- 72-oi0 •� 2 t - _ m - END PROJECT `/ A.2 S 4J4f07" N I 2 2 2 7t 1 li 0 o N\ o u5 ' 8 dab c C� 1 I b7 o rn t G 6 cr'-i it 22 ( \ . / / 2 c 1 _ v 2 0 v U 2 10 2 O R PPt4CRR HHWAY ••J 2 2 2 0 t YIELD MEMORLAL ENTERING STADIUM cT (� HOUSTON =� VISITORS R5- 1R J I a I GfiY L IMff q N'1 -7 D�1 -- 1 22 RI -2 l'J Rt - 1 RIGHT LANE O - ^ MUST NORTH !.13-1 SOUTH M3-3 BELl WAY &' NO TURN RIGHT BELT44AY BELTWAY - .x_ DUN PARKING D R3-7R 8 H , as Q IAI - 6a STREET NAME TOLL BRIDGE �� A YTIME 8 , s D3- 1 LER R7- 1 Rs- 1 PASADENA I Q 2 } o CITY uiA SPEED 1-2B NORTH �.t3- t - SOUTH LIMIT SPEEDI NO PARKING O BELTWAY BELTWAY 35 S /� Q b4t (� MI -GB 35 ( f L "1MIT arlrnFeE (� (� �( BEONA ( II R2- 1 OM-3R 0 FS- 3 ^.O . O3 R2- 1 TGL! BRBRD/GE - O `\ C� $OUT� Ai3-3 JC . J DEcNiC TRA SP HIGHWAYS �J ANo f UDLIC TRANSPORTATION E_LI . . •5Y E --� WELCOME 20 20-n BELT l,AY BELTWAY SPENCER HIGHWAY i 9`/ \ 1� 1 I p oTF• I — p —I nt -sa 'A , -De EXISTING SIGNING ` ' ry ` C� �� S?A 14+00 TO STA. 474+07 TOLL BRIDGE cri LI?,11T I t _ JlJ U \ K. C '.AY L MG-3 ..�,'y ies ,5 4Y 1 _ —.I — 2B " ! CRP 91 (26)M%.otc St — i `- D9 -2 O Rs- 1L 27 2e stat: HONE t o'• it' sere ! `, ecurn• OC 2 OP.4 `0Nt. r2 SCT oil HARRIS r . sHEEr 2 0: 2 5020 , 2 u i ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR ISO OUANTIT!ES) (FOR CONTRACTOR CIFORAATION ONLY) UNIT� I QUANTITY DESCRIPTION --- -! ! E5TI)AA7E ! Fink. CONTROLLER . 8 -PHASE FULL-ACTUATED w/ INTERNAL T . B . C . UNIT I ' A . 17 _______F CONTROLLER . DIAUOND INTERCHANGE FULL-ACTUATED w/ INTERNAL T . D . C . UNIT EA • CABINET . CONTROLLER ( GROUND MOUNTED ) W/ HARDWIRE INTERCONNECT EA . 15 CABINET, FLASHER ( POLE MOUNTED ) EA . 4 `A • 24 POLE 30 ' STEEL STRAIN EA . 53 POLE . 34 ' STEEL STRAIN EAPOLE . 39 ' STEEL STRAIN ( SPECIAL ) ( SEE NOTE 281 3 EA . 2 — POLE . 4t/T" 0 . 0 . GALVINi ZED STEEL SIGNAL HEADS 1W-15 IR ) • 12 " LENSA . 3 SIGNAL HEADS 1W—IS ( A ) . 12 " LEN5 EA ' _� SIGNAL HEADS 1 'N-3S ) RAG ) . 12. " LENS A . 1 745 ! SIGNAL HEADS 1 'W-45 ( RR AI-G ) . 12 " LENS E1 . 42 SIGNAL HEADS IW—SS ( RAeeAtGG ) . 12 " LENS Al —�'� SIGNAL HEADS . PEDESTRIAN "WALK — DON ' T WALK " 112 " ) EA . I48 PUSH BUTTON . PEDESTRIAN ASSEMBLY EA . 146 1 FLASHER . TINO—C RCU ' T SOLID STATE EA . I t ( CELL PHOTOELECTRIC EA . 1 ? D ISCCNHE" SERVICE EA . ROD . 5'e" x 8 ' GROUND ( SIGNALS ) _ EA EA . 2447 98 ROD . 55 x 8 ' GROUND IiNTERCOWNECiI . � EA . 46 OASELIGHT , FLUORESCLNT A . 2 B 45 LIG!IT . INCANDESCENT ` DETECTOR. ULTRASONIC ) POLE MOUNTED ) EA . CAP S EBASE • ORNAMENTAL EA . I 0 EA . 170 FM?L ( E ) ER . LOOP , 151 BOX . PULL w/E%TENSION A . 20 I Box . JUNCTION w/TERMINALS ( POLE MOUNTED ) 51G` "LEFT ON ARROW ONLY " ( 12 " G " 1 ( RIO-5L SPL ) EA . A •1 I SIGN . LEFT ON AP.RCYI ONLY " ( IS " 24 ' ) ( RIO—BL ) LA. 2 SIGN . 'PROTECTED LEFT ON GREEN ARR C'A"' ( 12 x 36 " ) ( RIG-9 SPL ) EA . 2 I EA . 2 SIGN . "PROTECTED LEFT ON GREEN " ( 12 " x 361 ( RID-90 ) � SIGN . STREET ( 03—i ) ( 18 " x VARIES ) EA . 76 SIGN , NONE . Y 1 12 " ) ( P6 1L ) EA . 2 _� SIGN . "ONE WAY " ( 36 " x 12 " ) ( R6-1R ) EA 2 ! SIGN 'TO CROSS STREET < PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " " t2 ' ) ( R10-4 -R ) A . 72 SIGN . "TO CROSS STREET PUSH BUTTON WAIT FOR WALK SIGNAL ( 9 X 12 " ) ( RID-4cL ) EA---72 __ SIGN . "PUSH dl!TiON WM FOR WALK SIGNAL " ( 9 " x 12 " ) IR10-4 CR1 ` 550 ATTACHMENT . UTILITY POLE ( INTERCONNECT ) L . F . 6 . 035 WIRE V6 %HHW WI L . F . I 65 . 035 L . F . 1 8. 260 IEt/ls •' GALVANIZED GUY ( SWAY CADLE7 ( HIGH STRENGTH ) WflE , n14 %HHW WIRE . s'IE " GALVANIZED GUY ( HIGH STRENGTH ) I L . F . 22 . 010 CABLE . :74/20 ( SHIELDED ) _ L . F . ( 58 . 495 _ CABLE . ::14 /2C - L . F . 2e , 494 CABLE . :.74 /4C L . F . 2902--___J� CARL Tii4 /SC L. F . ! 2S . 274 CABLE . Y14 /7C L . . 9_32 ! CALE . #14 / l2C L . F . I 3250 CABLE . 012/12C INTEGRAL MESSENGER ( INTERCONNECT ) L . F . 135 . 420 � L . F . 42C CABLE . TRIPLEX CONDUIT , RIGIC METAL L . F . 2500 CONDUIT . 2 RIGID METAL L . F . I 11 . 120 GDt 3 " RIGID METAL L . 24 DU . " RIGID METAL L . F . 1385 L CONDUIT . 4 CONDUT. CLASS "A .. C . Y . I ' 23�_�--{I TRAFFIC ENGINEERING & DESIGN SYSTEyS, INC. L . 5 . ( 20 HARDWARE . MISC . /v ; F'URN !SHEp COY mAE Std c. SAFETY LIGHTING he s ems STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION OUANTITY� SPENCER O HAY. DESCRIPTION UNIT �- f PEREZ TO LUELLA/ABSHIRE IESTIMATE FINAL 1 EA . I 40 %/7 see- SIGNALIZATION ARIA . LUMUTAIRE 1 BASIS OF ESTIMATE SUMMARY BALLAST . 250 WATT HIGH PRESSURE SODIUM EA . 40 -� 3 SHEET 1 OF 2 BULB . 250 WATT HIGH PRESSURE SODIUM EA . I 40 I 1 0. o. rroen AA Pa JCCT + 0 nfl CT CABLE 4: S /2C L . F . 7421 ri 61 Gh 0'`91 LG N% rse. 33$ fl L . S . I 19 Afu n oGUER ' HARDWARE . MISC . STATE Tii COUNTY Pe+srre .'• \4 iE%AS Os12 NMRIS Z (•— \� y CO, T. SCCI :OO r+ go Z� IL M H o� OMWAY o. _� C 'c NOTES FOR TRAFFIC SIGNAL LAYOUT : :5 . THE 'JIANOND INTCC'CIHA N6E CONTr9LL.BZ MALI- Q ✓< CV,CNt5 H^� TO BE HORIZONTALLY SPAN WIRE MOUNTED AT 19 ' -0 " AGDYE 18 . SIGNAL HEADS 5-I,1LL BE WRAPPED WITH BURLAP 50 THAT SIGNAL FACES TO Tr1E CCNTRAGTt 't_ BY Ttl. STHTE ALL GlUlL _ SE PICYSD i . ALL SIGNALS � ` c THE TIME OF INSTALLATION UNTIL PLACED IN CANNOT BE SEEN FROM Up 0.1• THE nACt Dc`P.?KTn^51 C'G 'i&AN5PCCTA EL CXE CFIG SI[•,AIA(_ ROADWAY . OPERATION . GOP, "702 FM 19591 H;ov5Y0Nl 'TY.`Ck5. Co.VT-AGT MK. STs✓B LEVINE, P. E. SIGNALS AT MILLER ST . TO HAVE ALTERNATELY FLASHING RED AND YELLOW of M2. TxUG VANOVEC I1J WRITING AT !.EAST i7'M'N ( 1 °) Wo1_'1.' IN o � , 79 . ALL THERU ISI . POLES . ANDCONTROLLERJO . iRO 8R Gfl WITH"ED LO DCNAND mV5 PR.Io(Z TC ACQUI?J&' -rHGr MRTCtiALS. 12 " LENS . TOGETHER USING SOFT BARE NO . 6 COPPER WIRE 'NITH DRILLED AND A+�2;=.55 : TY.AS DcPR 2Tr'1E�..T of —i RAN�CZ.l71T ON 3 . ALL OTHER SIGNALS SHALL BE iW-35 . 12 " LENS . ( RYG TAPPED LUG .1 . ( SEE NOTE P,o. S7ol< 13 Ble 9 FOR EXCEPTION ) 20. THE CONTRACTOR SHALL INSTALL A CLOSE NIPPLE WITH LOCK NJT AND NCVSTDNt �.'6 17251 - 138(. BUSHING ( SIZE AS REQUIRED ) TO PREVENT ABRASION TO SIGNAL CABLE /. , (113)) 869 - 83'71 4 . ALL LEFT TURN TIA NDASL NE R HIG . 12 " LENS IEP. W- LE2 " TURN WHERE THE CABLE ENTERS THE UPPER PORTION OF THE SIGNAL POLE . SIGNALS AT BELTWAY A85 8 AND SPENCER. HIGH H'AY SHALL BE IW55 . 72 " LENS ( RA«-A«GG1 . 21 . THE CONTRACTOR SHALL ATTACH THE SIGNAL CABLE TO THE SPAN WIRE 5 . CONTROLLER AT BELTWAY 8 AND SPENCER HIGHWAY SHALL BE FULL- WITH A METAL CABLE STRAP ( ALUMINUM OR STAINLESS STEEL I . 3 /4 " TRAFFIC-AC7'JATED DIAMOND INTERCHANGE WITH INTERN.`.'_ TIME BASE MINIMUM WIDTY. ANO TWO WRAPS AT 15 INCH MAXIMUM SPACING . COORDINATOR . CONTROL LEFi5 AT ALL OTHER INTERSECTIONS SHALL BE 22 . THE CONTRACTOR SHALL INSTALL THE SIGNAL SPAN WIRE ASSEMBLY WITH A FULL-TRAFFIC-ACTUATED NEMA 8-PHASE WITH INTERNAL TIME BASE MINIMUM SX SAG . COORDINATOR . 6 . EXACT LOCATION OF CONTROLLERS . STEEL STRAIN POLES . DETECTORS . 23 . SAFETY LIGHTING ON TRAFFIC SIGNAL POLES INCLUDING MAST ARM . 250 ETC . , SHALL BE APPROVED BY THE ENGINEER IN THE FIELD . WATT HIGH PRRES::.URE SODIUM VAPOR BULB . ELECTRICAL CONDUCTOR ETC . . SHALL BE INSTALLED AS SHOWN ON PLAN LAYOUTS AT ALL IN-'ERSECTIONS . 7 . THE CONTRACTOR SHALL REMOVE THE EXISTING SIGNAL SYSTEMS AND THOSE 24 , THE CONTRACTOR SHALL JACK AND BORE CONDUIT UNDER EXISTING ITEMS DEEMED SALVAGEABLE BY THE ENGINEER IN THE FIELD SHALL BE PAVEMENT, STOCKPILED ON THE RIGHT OF WAY , ALL MATERIALS SHALL BE CAREFULLY REMOVED . REMOVAL OF ALL MATERIALS SHALL BE PERFORMED IN SUCH 25 . THE CONTRACTOR SHALL TERMINATE INTEGRAL MESSENGER CABLE IN A MANNER THAT THEY IVILL NOT B BE MAP,THE OR CONTRACTOR A SHALL ANY MATERIALS WATERTIGHT GALVANIZED STEEL JUNCTION BOX ON THE STRAIN POLE ( S ) SCARRED , BATTERED . OR BROKEN BY THE BE REPLACED AT EACH INTERSECTION AS SPECIFIED IN THE PLAN LAYOUTS . THE AT HIS OWN EXPENSE . ALL OTHER ITEMS REMOVED ARE TO BE DISPOSED OF JUNCTION BOX SHALL INCLUDE SUFFICIENT TERMINALS TO ALLOW BY THE CONTRACTOR AT HIS EXPENSE . CONNECTION OF LIKE CONDUCTORS OF INTEGRAL MESSENGER INTERCONNECT 8 . ALL CONDUIT AND FITTINGS TO BE GALVANIZED RIGID METAL . CABLE AND STANDARD MULTICONDUCTOR INTERCONNECT CABLE . CONDUCTOR COLOR AND SECUENCE OF BOTH CABLES SHALL BE IN ACCORDANCE WITH SPECIAL SPECIFICATION "POLYETHYLENE- INSULATED . !'OLETHYLEHE- 9 . SIGNAL HEADS SHALL NOT BE PLACED OVER THE ROADWAY UNTIL ALL JACKETED INTEGRAL MESSENGER MULTICONDUCTOR CABLE FOR USE iN NECESSARY MATERIALS ARE AT HAND AS APPROVED BY THE ENGINEER IN TRAFFIC SIGNAL INSTALLATIONS." ALL CONNECTIONS SHALL COM.P'_Y WITH THE FIELD . NATIONAL ELECTRICAL CODE AND .MUST BE APPROVED BY THE FIELD 10. TWO SET SCREWS WILL BE INSTALLED ON EACH SIGNAL HEAD WHERE ENGINEER . TWISTING CAN OCCUR . 26 . THE CONTRACTOR SHALL SUPPLY ALL MATERIAL AND EQUIPMENT NECESSARY TO ATTACH TRAFFIC SIGNAL INTEGRAL MESSENGER INTERCONNECT CABLE TO it • DU C SIGNAL OPERATION T BE CONTINUED BY THE , UTILITY POLES AND EARTH GROUND SUCH CABLE AT EACH POLE . DURING N C1157RUCiiON AND UNTIL PROPOSED OPERATION IS INSTAALLED . 27 . THE INTEGRAL JESSENGER ( INTERCONNECT ) CABLE SHALL BE GROUNDED TO 12 . THE CONTRACTOR SHALL BE RESPONSIBLE FCR THE MAINTENANCE AND EARTH GROUND AT EACH POLE IT IS ATTACHED TO POLE ATTACHMENTS CONSTR ON OF THE EXISTING TRAFFIC SIGNALS WHEN HE BEGINS SHALL INCLUDE ALL MATERIAL NECESSARY TO EARTH GROUND THE CABLE CONSTRUCTION INVOLVING THE PROPOSED TRAFFIC SIGNAL WORK AND WILL INCLUDING GROUI'0 'WIRE . GROUND RODS . FASTENERS ETC . BE R-ESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF THE TRAFFIC SIGNALS UNTIL THE TRAFFIC SIGNAL WORK IS ACCEPTED BY THE STATE . 26 . A SPECIAL DESIGN WILL BE REQUIRED FOR VARIOUS STRAIN POLES LOCATED DURING THE CONSTRUCTION OF THE EXISTING EED TRAFFIC SIGNAL WORK . THE AT SPENCER HIGHWAY AND BURKE AND SPENCER HIGHWAY AND RED BLUFF . CONTRACTOR SHALL MAINTAIN THE TRAFFIC SIGNALS ANDTHE/CR DESIGN LOADS MEETING THE REOUIREMENTS INDICATED ON STND. DWG. TEMPORARY CONSTRUCTION TRAFFIC SIGNALS IN CONFORMANCE WITH THE ( SP-100 MOO ) S !ALL BE USED . FOR FOUNOAT ION DETAILS SEE STND. DWG. TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES . ( TS-FD MOD ) . DESIGN CALCULATIONS AND SHOP PLANS SHALL BE SUBMITTED 73 . THE CONTRACTOR SHOULD NOTE THAT THE TRAFFIC SIGNALS AT SPENCER DESIGN SHALL ALSO BE SUBMITTED FOP. REVIEW. HIGHWAY AND PEREZ AND SPENCER HIGHWAY AND LUELLA/ABSHIRE IN ACCORDANCE WITH SPECIAL SPECIFICATION 6253 . THE FOUNDATION ARE MAINTAINED BY HARRIS COUNTY . ALL OTHER SIGNALS IN THIS PROJECT 29 , DIMENSIONS SHOWN BETBEEN POLES AND SIGNAL HEADS ON ELEVATION ARE MAINTAINED BY THE CITY OF PASADENA. DETAILS ARE APPROXIMATE AND %JAY VARY DUE TO FIELD LOCATIONS . 14 . IF DURING CONSTRUCTION OF THE PROPOSED SIGNAL WORK . ANY EXISTING TRAFFIC SIGNAL EQUIPMENT THAT RECUIRES REPLACEMENT DU 30 . THE CONTRACTOR SHALL FURNISH AND INSTALL A DOUBLE POLE SINGLE E TO WEAR . THROWNT AMP RELAY AND AN B POINT TERMINAL STRIP MOUNTED ON A DETERIORATION . OR ANY CIRCUMSTANCE OVER 'WHICH THE CONTRACTOR HAS HARRIS 6 " X 8 " ALUMINJM PLATE THAT SHALL BE ATTACHED TO THE CONTROLLER NO CONTROL . WILL BE FURNISHED OY THE CITY OF PASADENA OR CABINET MOUNTING STRIPS FOR LUMINAIRES . BASELIGHTS . AND PHOTO- BE AT NO COST TO TIE CONTRACTOR . NO EXTRA COMPENSATION WILL ILL ELECTRIC CONTROL . BE ALLOWED TO THE CONTRACTOR FOR THIS WORK . 31 . THE CONTRACTOR SHALL FURNISH AND INSTALL DUCT SEAL TO ENCLOSE THE 15 . PHOTOELECTRIC CONTROL SHALL BE DRY-TYPE HERMETICALLY SEALED ENDS OF EACH CCNDUIT CONTAINING SIGNAL CABLE . CADMIUM SULFIDE COIL WITH EXPULSION ARRESTOR AND ELECTRO- MECIiANICAL RELAY . PHOTOELECTRIC CONTROL SHALL HAVE NORMALLY 32 • ALL SPARE CONDUITS INSTALLED IN POLE FOUNDATIONS AND PULL BOXES / TRAFFIC ENGINEERING 9 DESIGN SYSTEMS. INC. CLOSED CONTACTS AND A BUILT IN TIME DELAY TO PREVENT FALSE FOR FUTURE USE SHALL BE CAPPED . OPERATION . THE UNIT SHALL HAVE A MINIMUM VOLT AMP ( 'JAI RATING OF 1000 VA . TURN—ON RANGE OF 0 . 5 TO 5 FOOTCANDLES WILL BE FACTORY SET AT I PLUS OR MINUS 1 /2 FOOTCANDLE . TURN—OFF SHALL BE 2 33 . FOR STEEL STRAIN POLE ASSEMBLIES THE CONTRACTOR SHALL INSTALL A ♦ FOOTCANDLES HIGHER THAN TURN—CN . GROUND WIRE FROM THE SIGNAL SPAN WIRES DIRECTLY TO THE GRCUND ROD 1 STATE DEPART44ENT OF HIGHWAYS LOCATED IN THE POLE FOUNDATION . THEN THE 'HIRE SHALL RUN FROM THE . m n AND PUBLIC TRANSPORTATION GROUND ROD TO THE GROUND LUG ON THE SIGNAL POLE AND CONDUIT III THE ArZN N C0VER.IP1,"55717 ni 16 . POWER SUPPLY AT CONTROLLER TERMINALS TO BE 120 VOLT . SINGLE FOUNDATION . R ) SPENCER HAY , PHASE . 60 CYCLE A . C . POWER SUPPLY FOR SAFETY LIGHTING AND/OR 1 ay dn! l PEREZ TO LUELLA/ ABSHIRE BASELIGHTS TO BE 120 VOLT . SINGLE PHASE . 60 CYCLE A . C . POWER TO . THE CONTRACTOR SHOULD NOTE THE EXISTING STRAIN POLES . TRAFFIC /" 7.�7 — SIGNALIZATION BE SUPPLIED BY THE LOCAL UTILITY COMPANY . SIGNAL HEADS . PEDESTRIAN SIGNAL HEADS AND BUTTONS AT CENTEfl AND no BASIS OF Es ALIZ TE SUMMARY SPENCER HIGHWAY SHALL REMAIN . SEE SHEET 67 OF B1 FOR PROPOSED �'�'- SHEET 2 OF 2 17 . SERVICE DISCONNECT SHALL BE A 100 AMP . MON 1X/240 VOLT 5/N LOAD TRAFFIC SIGNAL LAYOUT . ��' -� h114 =NO, ° [c s`i[r CENTER IN NEMA 3R METAL EN CLOSUi.E WITH ONE - 40 AMP BREAKER. FOR p' .v° PROJECT N SIGNALS AND ONE - 20 AMP BREAKER FOR SAFETY LIGHTING AND/OR AFZaL A. ooµcR II(2U ) NV (F c . 3E'BASELIGHTS . THE ENCLOSURE SHALL BE CONSTRUCTED OF 14 GAUGE STEEL ( . . . . . + 7l ,� C°°"rrWITH A !MINIMUM OF SIT. SiHGLE POLE BREAKER 5P ACES . THE DOOR SHALLi �" ec°R HA9RI5l . til:rs0n 0.�1 rBE HELD 'WITH SCREWS OR CLAMPS 'WITH PROVISIONS FOR PADLOCKING . N` caALL DEVICES SHALL BE UL LISTEDo- . `c wal R° g1E. Aj!roufvv .o . LEGEND SIGNAL HEAD SCHEDULE INDICATION DESIGNATION 7 o TRPFFIC SIGNAL POLE _. R6 A G 1 COO ® ',-J'1�11�.-' 0--> SIGNAL HEAD 1 WAY, 3 SECTION .g POWER POLE 12" LENS HORIZONTAL SIGNAL HEADS DIRECTION OF TRAFFIC FLOW N W vI o wm ENTER CAS LINE •(jJ I _4 SECTION SE WATER LINE i WAY,,4 12" LENS HORIZONTAL I SIGNAL HEADS '' SANITARY SEWER w/"LEFT ON ARROW ONLY' I F SIGN AND DOWNLIGHT I ( STORM SEWER R A C ® ® ® 10 I I -- __ — SV! BELL TELEPHONE CONDUIT I WAY, 3 SECTION 30' STEEL-\ a I ! B" LENS HORIZONTAL POLE E — HL & P PERIAL SIGNAL HEADS I 30 ' STEEL ISLAND I = i " y 1 POLE I GI I • I a n. N 1 II 1 I eS � ci v oS I_ _ _ _ _ � R . O . W oS 5 _ _ —_ • 8 " WL . _ _ _ — _ - �� _ PROP . B " WL • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a -- _ - - — I — PROP . 24 " STM, y PROP . 36 " STM• 24 " STM• C-� O3 ( 4 ® 10 " SAN . - -- 135 .00 SPENCER HIGHWAY I . NI 03 C� 8 O- - PROP . PROP_ _ _ _ _ - = = = = = = - - I R . O. W: R.O.W. aS v \ W S i r 30' STEEL _ fl: q9- I 1. NOTES : 21 POLE I 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . 30 ' STEEL POLE IT IS THE CONTRACTORS RESPONSIBILITY TO W/ CONTROLLER .P • E • CONTROL METER ! SERVICE LOCATE ALL UTILITIES IPUBLIC AND PRIVATE ) d PRIOR TO COMMENCING WORK . THE CONTRACTOR DISCONNECT IS FULLY RESPONSIBLE FOR ANY AND ALL Z DAMAGES CAUSED BY AT PRESERVE THESE UTILITIES . WHETHER UNDER- GROUND .GROUND . ABOVE-GROUND OR OVERHEAD . 2 • CALL THE UTILITY COORDINATING COMMITTEE AT ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN AREA. W W _ TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. FneSe ci opp torfry on n n •rz:a�a R,'P E t$6727 STATE DEPARTMENT OF HIGHWAYS qQ�� AND PUBLIC TRANSPORTATION SPENCER HWY . AT PEREZ SIGNALIZATION ;7. EXISTING CONDITION SHEET i OF 8f /FZPL A 004EP MAOPROjECTPxo.ECT NO St SET 56I2J 1 / IY GLC 34'UCOI1NTYHARRSSCALE: 1" - 20' 6 w1-1 Na IT SIGNAL HEAD SCHEDULE LEGEND INDICATION DESIGNATION $ STRAIN POLE ELECTRICAL SCHEDULE RUN A B C D E F G H J K L M N P D R S T U V W x [!]t TO CROSS PROTECTED ft A G OO O2 0 O y---Y SIGNAL HEAD ITEM DESIGNATION 3 4y. STREET 1 WAY, 3 SECTION O 0 O 0 CABLE RUM DESIGNATION POWER #6 XHHw LEFT ON 6 7 9 tO PUSH Bt1TTON 12" LENS HORIZONTAL o PULL BO% 2 10 WA!T FORSIGNAL HEADS CONTRD LERNCAD 2/C-#14 2 N GREEN CONTROLLER CABINET SIGNAL 4 /C-,114 WALK SIGNPL _ _ _ CABLE 5/C-#14 1 2 1 1 1 1 4 i 2 R R A O O - - LOOP. RIGID METAL CONDUIT T/C-1'74 a Ultra L- Is LOOP DETECTOR R10-4oR R10-4aL R10-9a LOOP ! ii E _-. 6 2 'Jt 1 WAY, 4 SECTION A ULTRASONIC DETECTOR DETECTOR 3 6 7 2 2 2 2 916 12" LENS HORIZONTAL O '—I SICNPL HEADS EE..Ay C> DIRECTION OF TRAFFIC FLOW 1 1 V` w/"SOFT ARROW ONLY' E'H INTERCONNECT 1 -l2/C-- 12 SIGN AND DOWNLIGHT (LV6+ai --� LUMINAIRE i " 3 1 PB2, PB4 PB1, P83 A PEDESTRIAN SIGNAL GALV . 2 " 1 1 1 1 1 1 PB6, PB8 PB5, PB7 HEAD DONT W17HRU We CONDUIT 3 " 1 1 1 WALK PEDESTRIAN PUSH 4 " m BUTTON d SIGN STREi T N "SPENCET SIGN R HWY . " I POLE 1 F E PB1 . PB2 R . G. W. POLE 4 P PB7 • PBB WB I T I T G 1 X R . O. W. J J - 2 l-6A L-6D C_ STF�PEREZIGN O K 1 H _ tO 140' �� L-6E -- -- "PROTECTED LEFT 140' L-6B R a ON GR EN ' SIGN l-6F _ 810-9 ' }. L-GC --{ H'. ,:--� ._ 5.OD SPENCER HIGHWAY 130.00 . ._-f -' I -.� _-. I -' I --�--- --� l.-5 a C> S J 1-fl 3 40 L-2C - 140 ' _ _ -- - T STREET SIGN C> PEREZ " _ L-2E L-28 U (� 55 K C> L-2A W 7 . L W3 A - _ - _ - - W5 ULTS-3N-°•'' X R . D. W. R . O . W. M W4 POLE 2 B V POLE 3 P03 . P84 NOTES : PHASING DIAGRAM U P05 , P86 "PROTECTE"D LEFT R' a 1 i ON GREEN SIGN 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE R10-9a ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS 1 O R3O AND OUANTITION STREET SIGN "SPENCER HWY . " 2 . F [NAl LOCATION OF SERVICE POLE IS SUBJECT TO APPROVAL BY HL d P ANY ADDITIONAL MATERIAL REQUIRED TO MEET FINAL LOCATION SHALL BE _ DETECTOR SCHEDULE CONSIDERED INCIDENTAL TO ITEM " INSTALLATION O USED NOT - OF HIGHWAY TRAFFIC SIGNAL". TYPE SIZE AMPLIFIER SETTING FUNCTION 3 . CONDUIT RUN ' X ' CONSISTS OF A SPARE 2 " CONDUIT twill 2 DETECTOR FOR FUTURE USE• & CONTROLLER . LOCATIONS L-t 6 ' 50 ' 1 PRESENCE.. CALL _& EXTEND rat POLE L-2A 6 ' x6 ' PULSE CAl S XT ND m �' � STAB OFFSET L-2B 6 ' x6 ' 3 PULSE CALL d T ND m2 W TRAFFIC ENGINEERING L ➢ESIGN SYSTEMS, INC. POLE NO DESCRIPTION L-2C 6 ' x6 ' 4 PULSE CALL b 34 ' STEEL STRAIN POLE 132+13 48 . 5 ' LI . L-20 6 ' x6 ' 5 PULSE CAL d EXTEND m2 N _ 1 W/ 10 ' LUMINAIRE ARM d FIXTURE L-2E 6 ' x6 ` 6 PULSE CALL EXT NO m = ' x6 ' T PULSE CALL_& EXTEND m2 °° tN° 2 34 ' STEEL STRAIN POLE 132+13 48 . 5 ' U . L-2F 6 8 PRESENCE L-4A 70TAL ' DELAY D CALL ANO vi <'°"° °°d�P°"" STATE DEPARTMENT OF HIGHWAYS EXTEN m4 �•m "_° wu°,i:°6 Sy 34 ' STEEL STRAIN POLE L-48 6 ' x50' 1120. A DOIAM, 0.E. 56727 AND PUBLIC TRANSPORTATION ( 131 +40 4B . 5 ' LT. L-4C TOTAL 'S g PRESENCE CALL d EXTEND 04 �/ W/ 10' LUMINAIRE ARM b FIXTURE L-40 6 ' x50' was SPENCER HWY . AT PEREZ 4 34 ' STEEL STRAIN POLE 131 +4048 . 5 ' LT• L-5 6 ' x50 ' 10 PRESENC CA b %TEND m5 / /7 , 1992- SIGNALIZATION L-6A 6 ' x6 ' 12 PU CA a xr ND m6 PROPOSED LAYOUT GROUND MTO . W/ NEIIA 80 131 +47 47 . 1 ' RT . L-6B 6 ' x6 ' 12 PULS CA L TEN 6 CONTROLLER FULL TRAFFIC ACTUATED L-6C .. 6 ' x6 ' 13 PU SE CAL d XT ND m6 q o r!oc N, aoSHEET 2 OF 81 CAB CONTROLLER CONTROLLER L-60 6 ' 6 ' 14 PULSE CAL _& EXTEND T NO m6 Fc Pc sxcc7 L-6E 6 ' x6 ' 15 PU S- CA b Pal uo L-6F ' X6 ' 1 PU S C d XT N m6 F2.LL A0aM f , ry ��// 6 CFP P 91 (zo ) mr et ?4I POLE MOUNTED METER , SERVICE DISCONNECT AND P . E . CELL . ULIS-3 — — pnrsrHcFm s n72 p:.CNt" TEXA '12 HA I i>. , qry/ TEOA5 P512 HAPR 5 t POLE ONS/OFSETS ON . BOX - TO BE SPLICED IN PARALLEL TO 1 -2/C #14 SHIELDED. CON . m MIII A STATIONS/OFFSETS FROM ¢` SPENCER HWY. ( SEE NOTE 29 SHEET I OF 2 1 SECT. BCpLE: 1" 20' F;OZa / 7. f� mpi F1 El 4 97 ' 73 sry " . GALVANIZED 21it ' 19 ' it ' 17 ' I GUY WIRE sry6" GALVANIZED ( HIGH STRENGTHI GUY WIRE I „ ( HIGH STRENGTH ) '�--- PEREZ GALVANIZED 3' GALVANIZED I GUY WIRE ( SWAY • GUY WIRE ( SWAY �I - CABLE ) ( H ! GH STRENGTHI Ui CABLE ) IHIGH STRENGTH ) r g ULTRASONIC DETECTOR tl o __ tiftiIfl 1 • • H. .. 1 . 1 . P83 i O 3 I _ III P83 P82 - P88 a �II III�I POLE 1 POLE 2 EvI . POLE 1 ::! rt -M� P81 III POLE 4Il rr . HiM E x ELEVATION LOOKING ELEVATION LOOKING EOM I_ r SAS v 1 NORTHN . T . S . N. T . S - ALL STEEL STRAIN POLES TO BE 34 ' 97 ' • 73 ' PHOTOELECTRIC CELL s �� GALVANIZED • 21 ' 11 ' 20 ' 11 ' 29 ' JUNCTION EBOXAD GUY WIRE GUY GALVANIZED "--- WEATHERHEAD ( HIGH STRENGTH I_�L I� ((''GUY 'NIRE SERVICE DROP \ THIGH STRENGTHI \___ SPENCER ( h �,-.vac !A �a 3—r.6 XHHw �1! GALVANi�, PEP.EZ O h A R A C \f'i;R A 0• { L.1 6 s) s tLt a GALVANIZED �' i " CONDUIT 1; GUY EIR ISWAY GUY W [ RE ISWAY I CABLE If HIGH STRENGTHI CABLE ) ( HIGH STRENGTH ) tI ULTRASONIC DETECTOR - III I cc I:. ®l�il - �-- METER �— SERVICE PB6 PST PBS . :o DISCONNECT N 'f w1 • III POLE 4 It ,� PO!E 3 Till POLE 3 6Y POLE 2 in �, ' v ELEVATION LOOKING _ •- 0 01 x ELEVATION LOOKING N . T . S . ELECTRICAL SCHEDULE ITEM RU14 ABCDEFGHJ KL MNPORSTUVWX DESIGNATION - POWER ::6 XHHW __ 3 TRAFFIC ENGINEERING & DESIGN SYSTEMS. INC. 2/C-tt14 33 22 5 5 5 10 The omioppeoxa6 as thso SIGNAL 4 /C-1114 1 1 22 document Joe authorized py CABLE 5/C-1114 1 2 1 2 3 3 4 4 8 JSZU A. OOMER. P.E. 56727 7 /C#14 1 1 11 1 t 2 STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION LOOP 1114 XHH'N 6 2 4 y 2- DETECTOR /C-1114 I SHiEL01 3 6 7 7 7 7 7 7 2 11 2 2 916 SPENCER HWY, AT PEREZ i i , ,., SIGNAL DETAILSELEVATION i " 3 1 .t A Z A OOArEP ...>" SHEET 3 OF 81 CALV . 2 " 11 1 1 I 1 1 1 56]2] 4 tl' 1, O PEOERrt NO PROJEtf x0 CONDUIT 34 „ 1 1 1 Pry6R0 CAP 9l (2& ) N. vcc t rX STATE 05 TJN cauury TEXAS 120 HARRIS COrrt, SECT. HIGHWAY NO. Rom / 2 hr'r MR �7c ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) QUANTITY DESCRIPTION UNIT ESTIMATE FINAL TRAFFIC SIGNAL TIMING DURING CONSTRUCTION EA• i CONTROLLER , S—PHASE FULL—ACTUATED w/ INTERNAL T. B . C. UNIT EA. I CABINET . CONTROLLER ( GROUND MOUNTED ) W/ HARDWARE INTERCONNECT EA 2 POLE , 34 STEEL STRAIN ( SP 340-100 ) EA 2 POLE , 34 ' STEEL STRAIN ( SPL 340-100 ) EA 2 vVwi SIGNAL HEADS 1W-45 . 12 " LENS ( RRYW ) EA 8. - --� - - - I I SIGNAL HEADS 1W-35 , 12 LENS ( RYG ) EA • 8 I ,(' I / SIGNAL p"-HEADS , PEDESTRIAN "WALK — DON ' T WALK " ( 12 " ) _ _ 'V I �— / ' EA . B - P� W PUSH BUTTON , PEDESTRIAN EA I CELL , PHOTOELECTRIC LA . 1 57. 467• 527. 75 % 827. 94 % 100 % DISCONNECT . SERVICE - EA • 5 ROD . 5/ ' % B ' GROUND 5 % 45 % 517. 747. 807. 927. 977. EA • 2 BASELIGHT , FLUORESCENT EA I NOT USED DETECTOR , ULTRASONIC ( POLE MOUNTED ) EA 17 INTERLOCK PIN AMPLIFIER , LOOP EA • 9 BOX , PULL w/EXTENSION EA. i BOX , JUNCTION ( POLE MOUNTED ) SIGN , "LEFT ON ARROW ONLY " 112 " x 36 " I - EA • 2 NOTES : EA Z CONTRACTOR SHALL REMOVE DIAL i AND PLACE IN DIAL 2 POSITION. SIGN , "PEREZ " ( D3-1 ) ( IB " x VARIES ) EA 2 CHANCE EXISTING DIAL 2 ( 120 SECOND GEAR / TO A 60 SECOND CEAft `SPENCER HWY . " ( D3-11 118 " x VARIES ) MAKE PIN SETTING CHANCES AS NOTED AND PLACE IN DIAL I SIGN . EA 2 POSITION. CONTRACTOR SHALL FURNISH AND INSTALL i — TIME SIGN , `PROTECTED LEFT ON GREEN" ( R10-90 ) - SIGN , "TO CROSS STREET --3 PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 ` ) ( RIO-40R ) El 4 CLOCK TO CALL IN DIAL 2 AS FOLLOWS : SIGN , "TO CROSS STREET E-- PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( R10-40L ) LF . 250 07 : 00 — 20 : 00 } MOM. THRU• FRI . WIRE , #6 XHHW LF • 3000 11 : 00 — 10 : 00 } SAT. WIRE , #14 XHHW LE , 375 WIRE . 3'is" GALVANIZED GUY ( SWAY CABLE ) ( HIGH STRENGTH ) LF , 960 WIRE , s'II " GALVANIZED GUY ( HIGH STRENGTH ) CABLE , #14 /2C ( SHIELDED ) LF 5700 LF . 1360 CABLE , #14 /2C LF . 200 CABLE , #14/40 LF , 1360 CABLE , #14 /5C LF . 335 CABLE , #14 /7C . LF , 75 CABLE . #12/12C ( INTERCONNECT ) LF • 70 CONDUIT . I " RIGID METAL LF , 750 CONDUIT . 2 " RIGID METAL U . 80 CONDUIT : 4 " RIGID METAL C Y 17 CONCRETE . CLASS "A " L . S . I HARDWARE , MISC . EA , to DETECTOR . LOOP UNIT SAFETY LIGHTING UNIT QUANTITY DESCRIPTION E5ThATE FINAL EA . 2 ARM . LUMINAIRE 10 ' BALLAST . 250 WATT HIGH PRESSURE SODIUM EA . 2 CABLE . m4 /2C L . F . 372 BULB . 250 WATT HIGH PRESSURE SODIUM EA' 2 L . S . HARDWARE . MISC . 1 TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING STREET SPENCER PEREZ SPENCER DIRECTION WBL Ea NBL SB EBL WB tlTL�^, .oana"`[as., STATE DEPARTMENT OF HIGHWAYS PHASE 1 2 3 4 5 6 7 8 uzx ER, PE 56)0 �'��. 'e AND PUBLIC TRANSPORTATION All N [ KIUM GREEN s . o 10 . o z . o z . o s . o 10 . 0C , " SPENCER HWY . AT PEREZ MINIMUM G 5 . 0 0 . 0 2 . 0 2 . 0 2 . 0 3 . s °-s SIGNALIZATION EXTINSI NREEN z2 , 0 631. 5 40 . 0 z2 . 0 25 . 0 55 • 3 _ BASIS OF ESTIMATE & TIMING YELLOW CHANGE 3 . 0 4 . 0 4 . 0 4 . 0 3 . 0 9 . 0 SHEET 4 OF 81 ALL-RED CLEARANCE 1 . 0 1 . 0 1 . 0 1 . 0 7 . 0 1 . 0 OJEc Ho. sun EEOEwt1 NO PA i E1 PEDESTRIAN WALK — 5 . 0 5 . 0 5 . 0 - 5 . 0 . PEDESTRIAN CLEARANCE - 9 . 0 19 . 0 19 . 0 - 9 . 0 ST" C 'riPAtT44 o- ) hl% cE� 3µ ' K2fL A DOME ' • / tAEE i �E COUII • •RECALL OFF ON OFF OfF • OFF OtJ 56�1J j TEXAS s12 HARRIS tl � ¢ � COAT. SECT. JOB w HWAYuo t €02!/ I L aa7 chl a ETC LEGEND C TRAFFIC SIGNAL POLE -o- STREET NAME SIGN SIGNAL HEAD SCHEDULE . INDICATION DESIGNATION SIGNAL HEAD R A G ® O ® © -+P- POWER POLE i WAY, 3 SECTION 7 I 8 GROUND MOUNTED 12" LENS HORIZONTAL © O R 71 12 ; I IW I CONTROLLER CABINET I SIGNAL HEADS I I I C� DIRECTION OF TRAFFIC FLOW O O O O .. ft.. 1 4 7 10 I 1 II ENTEX CAS LINE 1 WAY, 4 SECTION i in 1D 1 I — WATER LINE 12" LENS HORIZONTAL I — ' SIGNAL HEADS I Is SANITARY SEWER u I II — — — — — — — • STORM SEWER N S I (1 {� I ra- - - - SW BELL TELEPHONE CONDUIT Vt u u wi > I E HL & P AERIAL I 6� pV� ' 30' STEEL \ • ( /% oS J I .. 30' STEEL - i � � I — // R . O. W. POLE I , R . O . W. PARKING RAILS o -- 4 5 B i I SWBT 9MCD I i I : I ICI SPENCER H G A 145 .00 I vv 1 °` __� I . �--+ —� C� PROP . 25x3 ' xl - N __ cl BOXES rvl �54 '_ SiM. PROP . 5 ' X5 ' BOX L, J - _ - _ _ o Ri - i � � �_ 12 it - _10 - YO � (L- JI � OT PROP-�'�--- , Sx-.-•.6 BO%----�,�. _ - _ _ _ $ _ PROP . 7 ' x4 'r �I S _ _ _ _ _ _ { I WALK K ° E _ 3R�C, 4Q.' CP _ _ ! _ _ _ _ - R. O . W. i I I ¢ G. P • ( TYP . ) R . O. W . o \ ) ) I I POP . G „ II II 1 0 SIGN NOTES : SIGN 3 " PIPE • G. P . ITYP . ) ) CP I I 30' STEEL POLE 7 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . S [ GN � 30' STEEL — 1 ) s ) W/ METER, SERVICE DISCONNECT IT IS THE CONTRACTORS RESPONSIBILITY TO POLE Im G PHOTOELECTRIC CELL LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) w 10, I ' � it PRIOR TO COMMENCING WORK . THE CONTRACTOR 1 -' FI 1 IS FULLY RESPONSIBLE FOR ANY AND ALL 13 I 1 i u, I 1 DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE UTILITIES . WHETHER UNDER- . X11 Mf I GROUND . ABOVE-GROUND OR OVERHEAD . Th I 1 2 . CALL THE UTILITY COORDINATING COMMITTEE AT 11 hi II ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND Iv+l FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION III Is I IN AREA. I I t III i FI I I 1 it 11 TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. II I I Ii fl 11 V V .� IJ UI 1 (1 I I .a: o��,o�.m e I IATE DEPARTMENT OF HIGHWAYS Ii P.E.E 567:7 �p�,— , AND PUBLIC TRANSPORTATION ae�� uEu. AD M.n. P eF " �Ibf'; 1 I Li � " SPENCER HWY . AT SHAVER I i SIGNALIZATION - E . ii I EXISTING CONDITION ?' SHEET 5 OF 81 IF2H. A OONEP, MNDPROJECT E ETAI�YDGLL 0" 45 HRRI6" • 20' 9 HMI It RDSCALE: 1 GTC X TO CROSS TO STREET j j I FL FCTRICPL SCHEDULE STREET BUTTON STREET I RUN PUSH BUTTON PUSH BUTTON JI-.LY--i�'I'-.`dt POLE F� CONTROLLER LOCATIONS LEGEND ITEM DESIGNATION A B C D E F G H J K L M N P O R S T U V 'NX Y Z WNT FOR WAIT FOR v, POLE NO DESCRIPTION ¢ STA& OFFSETS •4` STRAIN POLE POWER •6 XHHV/ 3 WALK SIGNAL WALK SIGNAL - 0f-► SIGNAL HEAD i 34 ' STEEL STRAIN POLE 146+48 44 . 5 ' LT , O CABLE RUN DESIGNATION 2/C-'14 2 2 2 5 5 5 3 3 010 3 R10-4oR R10- 4oL 1 J I (� I . 34 ' STEEL STRAIN POLE (j I7 U 2t 146+49 67 . 0 ' RT. SIGNAL U PULL BOX 4/C" 14 w/ 10 ' LUMINAIRE ARM d FIXTURE CABLE 5/C-•14 1 2 2 3 4 4 3 2 2 8 7/C-•14 1 1 1 2 2 2 1 1 1 4 i 3 34 ' STEEL STRAIN POLE 145 +52 56 . 0 ' RT . a GROUND MOUNTED i o W CONTROLLER CABINET LOOP •14 W fi 2 8 O. O I m > 34 ' STEEL STRAIN POLE . . . . - GALV . RIGID METAL CONDUIT 4 4 6 6 6 2 2 2 813 4 I 4 ' 4 145+43 44 . 5 ' LT , DETECTOR -• t tpet, P84 PBi, P03 = w/ 10' LDMINAIRE ARM d FIXTUflE 1 L- # LOOP DETECTOR i i PBS, P88 PB5, PB7 I ,� GROUND MTD . W/ NEMA 80 146+49 67 . 0' RT , INTERCONNECT 12/C-•12 jam_ I I CONTROLLER FULL TRAFFIC ACTUATED C . DIRECTION OF TRAFFIC FLOW 2 LJ CABINET CONTROLLER 7•' 3 I 4 I —® LUMINAIRE GALV, 2" 1 1 1 1 1 CONDUIT . 3" I '�' POLE MOUNTED METER . SERVICE DISCONNECT AND P . E . CELL • PEDESTRIAN SIGNAL 4., 1 t 1 m I POLE MOUNTED JUNCTION BOX HEAD A STATIONS/OFFSETS FROM SPENCER HWY . PEDESTRIAN PUSH BUTTON d SIGN o- 1 J j PBS, P82 A V ¢ D POLE 4 W i i 1 P87, P88 Y i;'c Ls .�1 '-:• 81 G W R. D. W. R . O. W. i•W Wi . s L/ _ ._.. .. .., _ ...__ — W7 F H I� W2 C _ L-6A Z _ C= SIREETESIGN 1 2 3 I J 180' L-60 STREET SIGN . �� . . r^5 "SPENCER HWY." (TYP.) 4 45 .0 la -- SPENCER HIGHWAY 143 .00 r7 - . D L - L-2C 180, K STREET SIGN O ; "SHAVER" - 6 �j L-2A STREET A D .. "SENER HWY." => V L M flW 7 POLE 2 - R . O. W. R . O. W. I I I ¢J PB3, P8 5 W5 N 111¢ I I W3 T NOTES : P85EpB6 Lj I I J 4 ( S U PHASING DIAGRAM 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE awc t ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS 9 T CTOR EH D T O pe AND QUANTITIES . LOOP 512E AMPLIFIER SETTING FUNCTION 1 2 . FINAL LOCATION OF SERVICE PDLE 15 SUBJECT TO SIGNAL HEAD SCHEDULE L-iPRESENCE CALL d E%TEND 07Lii1APPROVAL BY HL L P ANY ADDITIONAL MATERIAL A 6 ' x6 ' 2 PULSE CALL d EXTEND 02 7 te REQUIRED TO MEET FINAL LOCATION SHALL BE INDICATION DESIGNATION L-28 6 ' x6 ' 2 PULSE CALL 6 EXTEND 02 O CONSIDERED INCIDENTAL TO ITEM " INSTALLATION L -2C 6 ' x6 ' 2 PULSE CALL d EXTEND 02 OF HIGHWAY TRAFFIC SIGNAL " . R A c C O O © L-3A TOTAL + 3 PRESENCE CALL d EXTEND 03 L-3B 6 ' x50 ' 1 3 . CONDUIT RUN ' W' CONSISTS OF A SPARE 2 " CONDUIT 1 WAY, 3 SECTION O O O O L-4A TOTAL • 4 PRESENCE DELAY CALL FOR FUTURE USE . 12" LENS HORIZONTAL 8 9 t1 12 A EXTEND m4 1 BMftfl PING 2 L-40 6 ' X50' I SIGNAL HEADS L-4C TOTAL ;<' 5 PRESENCE CALL L EXTEND 04 I 1 " L-40 6 ' X50 ' I I L-4E 6 ' x6 ' 6 PULSE CALL d E%TEND m4 1 TRAFFIC ENGINEERING _ DESIGN SYSTEMS, INC. R R A O ® O 10 L-4f 5'X6 6 PULSE CALL d EXTEND m4 I — L-5 6 ' x50 ' 7 PRESENCE CALL L EXTEND 05 %_ _ L-6A 6 ' x6 ' 8 PULSE CALL L EXTEND 06 I mt nt `nv=v"^ ist4 m, 1 WAY, 4 SECTION L-68 6 ' x6 ' a PULSE CALL L EXTEND 06 M2Kdcwn•A000ERo. ,PE. 5672] 12" LENS HORIZONTAL L-6C 6 ' x6 ' a PULSE CALL d EXTEND 06 1 STATE DEPARTMENT OF HIGHWAYS SIGNAL HEADS L-7A TOTAL * 9 PRESENCE CALL d EXTEND 07 i 2C a.--�- E "� AND PUBLIC TRANSPORTATION w/"LEFT ON ARROW ONLY' P n SIGN AND DOWNLIGHT L-7B 6 ' x50 ' I L-8A TOTAL 'x DELAY CALL 14 9 ', I Q iT I =. 19yz SPENCER HWY , AT SHAVER L-88 6 ' X50 ' 10 PRESENCE L EXTEND 08 i E `A SIGNALIZATION DONT L-8C TOTAL * 11 PRESENCE CALL • d EXTEND 08 , .••'� PROPOSED LAYOUT WALK • WITHRU W8 L-80 6 ' X50 ' 1 L -BE TOTAL * 12 PRESENCE CALL d EXTEND 08 ( I I - I -t5 SHEET 6 OF 81 L-BF 6 ' %50 ' I r ' ii`Zii noouE5 o. FE Enµ a RaJE T W Sim L-BG 6 ' x6 ' 13 PULSE CALL d EXTEND 00 \ 56727 L-BH 6 ' x6 ' 14 PULSE CALL d EXTEND 08 eff�"� L" EE 6P0 CRp Tgrt •_oIPMXc3aE' *' TO BE SPLICED IN PARALLEL TO 1 -2/C #12 SHIELDED , J '( X y rare SJq TE%0.S 05120' HPARIS SECT, J0S• SCALE: 1" - 20' Co71, i 'L O: l tip+v �. 7 I_105 ' 12 ' PHOTOELECTRIC CELL 66" GALVANIZED ( 6 ' 12 ' 29 ' 61s" GALVANIZED 21 ' 11 ' 38 ' JUNCTION BOX fI GUY WIRE GUY WIRE WEATHER EAD -- 1 ( HIGH STRENGTH ) � I ( HIGH STRENGTH ) K SEAtHERHDROP G i SPENCER NYY -- SIIpffA H J a A / P uta /'i6 " GALVANIZED _01 GUY GALVANSWAY AroOv ntY ( , 3 -#6 XHHW GUY WIRE ( SWAY % GUY WIRE ( SWAY 1 " CONDUIT CABLE ) IHIGH STRENGTH ) CABLE ) ( HIGH STRENGTH ) w3 wo I { I� ® I. � I __ METER mid f o U u i _ �T�— SERVICE DISCONNECT Q _ III PBS Q z P01 I - II P02 i I'I POLE 2 Q r GI h POLE t III POLE i II POLE 4 .6y '� _ M yr v ION LOOKING D eta ELEVATION LOOKING OT � t . ELEVAT NORTH ' ^ jJ FAST N . T . S . ALL STEEL STRAIN POLES TO BE 34 ' PHOTO— 98 : 101 ' ELECTRIC •• GALVANIZED 64s" GALVANIZED 21 ' 11 ' 15 ' CELL 6'16 16 ' 12 ' 21 ' GUY WIRE GUY WIRE JUNCTION ( HIGH STRENGTH ) ( HIGH STRENGTH ) BOX R �/ SPENLEA HYY - - - M ` 0 __ Rn % SHpY<A ' R R nG „ � P A -c d la " GALVANIZED r� T lil'. i• s° GALVANIZED RECT CRY GUY WIRE ( SWAY . v GUY , WIRE ( SWAY CABLE ) THIGH STRENGTH ) CABLE ) ( HIGH STRENGTH ) —IIII'!1� METER i�i II�I II s I z . . o = SERVICE DISCONNECT ¢ ii - ' PO4 Io c PB5 � 1�— P06 o p P87 III POLE 2 I . POLE 3 IIIi i POLE 3 POLE ..4 T is S ELEVATION LOOKING L % tom D ELEVATION LOOKING :. '4L r® v tires WEST SOUTH `7! 7 I N. T. S . OU ' N. T . S . ELECTRICAL SCHEDULE ITEM RC_014 ABCDEFGHJKL MNPORSTUVWXYZ - POWER 3 - /_ TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC, 2 2 2 5 5 5 3 3 1010 3 " y'- SIGNAL 1 CABLE 1 2 2 3 4 4 3 2 2 8 1 1 1 1 2 2 2 1 1 1 4 ' STATE DEPARTMENT OF HIGHWAYS documen"oi o° 6oiv' e' E °` AND PUBLIC TRANSPORTATION LOOP . E 2 uzun. DDPrtR PqE. ssxxz � e DETECTOR -• 4 ) 1 2 44466j6222 66' 6 2 2 2 813 a 4QQ /�o..w � ,• " SPENCER HWY . AT SHAVER INTERCONNECT 12/C-•12 1 1 x-/7 , i99b SIGNALIZATION ELEVATION DETAILS 1„ i 2 . ", z j .,.... . SHEET 70F81 OF 81 GALV, 2" 1 1 1 1 1 ED RD. T fEDERK n0 P40.IECi RD. 51:EEi CONDUIT 3" r ' 4 ' 1 1 1 I}'2µ AOOMEF 6 CRPn � i COUNTY\aN TEXAS Ds12'D HNI S CON! SEC Joe mn f 20 SECT. Ct"i RGILI HT R CM ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTION UNIT ESTIMATE FINAL CONTROLLER . e -PHASE FULL-ACTUATED w/ INTERNAL T . B • C . UNIT EA . I EA . I CABINET • CONTROLLER ( GROUND MOUNTED ) W/ HARDWIRE INTERCONNECT EA 2 ' STEEL STRAIN ( SP 340-1001 INTERNAL TIME BASE COORDINATOR WEEKLY PROGRAM POLE . 34 POLE • 34 ' STEEL STRAIN ( SPL 34D-1001 EA. 2 ICY E COUP I D PERMISS IVES 0 M C S EA . 4 SPLIT 1 4 RNG . 1 1 PW SIGNAL HEADS iW-45 . 12 " LENS IRRY (B) EA B L o.ENGTH S 4 °"Pt SIGNAL HEADS 1W-3S . 12 " LENS ( RYG ) f 5 RING 2 EA.. 8 e 4R IRflflI I ml SIGNAL HEA05 . PEDESTRIAN "WALK — DON ' T WALK " ( 12 ° ) EA B 5 PUSH BUTTON . PEDESTRIAN o INTERNAL TIME BASE COORDINATOR 6 CELL . PHOTOELECTRIC EA . I C C I COORDINATED 0 PERM1551VE5 EA . 1 SPLIT i RING 1 1 1 73 DISCONNECT , SERVICE EA . 5 LENGTH :494 7O 41 s"p ROD • sxe x B ' GROUND OFFSET ' 1 A ( RING 2 BASELIGHT . FLUORESCENT EA . 4AL IDAYS EA . 8 INTERNAL TIME BASE COORDINATOR ' 2 = SUN 6 = SAI AMPLIFIER . LOOP EA. 8 3 _= TUE 8 = SAT BOX . PULL w/EXTENSION C 1 COORO NAf O 0 PER MISSIVES I55IVE5 EA • 1 SPLIT 1 RING 1 1 t 5. = TOUR 9 = NEVER Box . JUNCTION ( POLE MOUNTED ) EA 4 LENGTH i SIGN . "LEFT ON ARROW ONLY " ( 12 " x 36 ) EA 2 F RING 2 SIGN . "SHAVER " ( D3-1 ) ( 18 " x VARIES I I 17 EA . 2 4 5 SIGN . "SPENCER HWY . " ( D3-1 ) ( 18 " x VARIES ) rx"s[ i 2 3 4 5 6 7 0 SIGN . "TO CROSS STREET —3 PUSH BUTTON WA17 FOR WALK SIGNAL " ( 9 " X 12 " 1 ( R10-40A ) EA . 4 rf N� 1A S SIGN , "TO CROSS STREET f— PUSH BUTTON WAIT FOR WALK SIGNAL " I9 " X 12 " ) ( RIO-40L1 EA . 4 L . F . 200 MAX S WIRE . #6 XHHW L . F . 5000 MAX - SEL WIRE . #14 XHHW L . F . 370 YEL 4 I 4. WIRE . s'is" GALVANIZED GUY ( HIGH STRENGTH ) L . F . 60 WA K W IRE . 'j .' GALVANIZED GUY ( SWAY CABLE ) ) HIGH STRENGTH ) P D . CL . L . F . 3900 DE7 V I M CABLE . #14 /2C ( SHIELDED ) L . F . 1450 CABLE . #14 /ZC L . F . 55 CABLE . #14/4C L . F . 1400 CABLE . #14/50 L . F . 600 CABLE . #14/7C L . F . 75 .. . . . CABLE . #12/12C ( INTERCONNECT ) L . F . 120 CONDUIT . 1 " RIGID METAL • L , F , 400 CONDUIT . 2 " RIGID METAL L . F . 50 CONDUIT . 4 " RIGID METAL C . Y . 17 CONCRETE . CLASS "A" L . S . I HARDWARE . MISC . - -EA . 26 DETECTOR • LOOP UNIT SAFETY LIGHTING UNIT QUANTITY DESCRIPTION ESTIMATE FINAL ARM. LUMINAIRE 10 ' EA . 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM EA ' 2 L . F . CABLE . #14 /2C 350 BULB . 250 WATT HIGH PRESSURE SODIUM EA. 2 L . S . 1 HARDWARE . MISC . TRAFFIC SIGNAL PERMANENT TIMING TRAFFIC ENGINEERING a DESIGN SYSTEMS INC. STREET SPENCER SHAVER SPENCER SHAVER DIRECTION WBL EB NBL SB EBL WB SBL NB STATE DEPARTMENT OF HIGHWAYS PHASE 1 2 3 4 5 6 7 8 ,:a =pe oath e" In: ., document was a"mp„,.4 p, AND PUBLIC TRANSPORTATION MINIMUM GREEN 5 . 0 10 . 0 5 . 0 2 . 0 5 . 0 10 . 0 5 . 0 2 . 0 [x & o uEn. r [. 5e7:> EXTENSION 2 . 0 3 . 5 2 . 0 2 . 0 z . 0 3 . 5 2 . 0 2 . 0 SPENCER HWY .LIZ AT SHAVER MAXIMUM GREEN 25 . 0 30. 0 15 . 0 30. 0 25 . 0 25 . 0 30 . 0 25 . 0 SIGNALIZATION CHANCE 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 }� � . 1917- YELLOW BASIS OF ESTIMATE & TIMING ALL -RED CLEARANCE 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 SHEET 8 OF 81 PEDESTRIAN WALK — 5 . 0 — • 5 . 0 — 5 . 0 — 5 . 0 o r[ [nx as r E no nw[cT no. sxE[* PEDESTRIAN CLEARANCE — 17 . 0 — 19 . 0 — 17 . 0 — 19 . 0 r 6 LP09� fztH'.i ; 4 ;. RECALL OFF ON OFF OFF OFF ON OFF OFF i;ti .ti 'oouca _STATC____ 'T NO C_____ 56227 ^ ki / \Av TEXAS 0512 HARRIS r5<iETE �\ Ca NT. SECT. FCffAY LEGEND p TRAFFIC SIGNAL POLE W p---p SIGNAL HEAD O to I N T I PULL BO% II3 I -p- POWER POLE . ' i - STREET NAME SIGN SIGNAL HEAD SCHEDULE •yn l 1 DESIGNATION I _ LOOP DETECTOR INDICATION L . i WAS OOOO I vr DIRECTION OF TRAFFIC FLOW O O O I I -- ENTER CAS LINE 1 WAN, 3 SECTION 5 6 7 8 I I 12" LENS HOREADS I — — SIGNPL HEADS "`rrr"`;;;/VVV�\\\"`••',,,"'lll I WATER LINE I w t SANITARY SEWER II ••-------•----•---- RIGID METAL CONDUIT II tI II - - - - - - - • STORM SEWER 11 POWER POLE W/ i I i METER & SERVICE _ _ -- SW BELL TELEPHONE CONDUIT STEEL POLE I I DISCONNECT W/ 25 ' MAST ARM I 1 A— STEEL POLE — E — HL d P AERIPL I " — / W/ 35 ' MAST ARM w j I t d CONTROLLER R . O. W PROP . 6 " WL . ) r' -.-- .- _ - �- 2 " ENTER 3 _ II _ _ _ I I I SHB# 4281 TCO ~'-- _ _ _- - -. — _ ._ _._ _ 2 II Ill I It `-- SWB7 9MCD I 11111 I I ' ( 2 ) 10 ' X 4 ' 650 II II I 1 r�, BOX CULVERTS ill -----t--' = SPENCER HIGHWAY _._ A . 8 " WL • I ill I — — — 24 " STFI. ---� _ _ 7 _�pOP . _ — _ _ _ A rte —• E E E - -r ._ -T1T - i l R . O. W I I PROP . B " WL ¢- I I NOTES : — 12 " SW. I 1 I STEEL POLE III 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . i I i I IT IS THE CONTRACTORS RESPONSIBILITY TO W/ 20 ' MAST ARM III LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) I i I PRIOR TO COMMENCING WORK . THE CONTRACTOR I STEEL POLE IS FULLY RESPONSIBLE FOR ANY AND ALL ill W/ 35 ' MAST ARM DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND I B 1 x-36 " STM . PRESERVE THESE UTILITIES . WHETHER UNDER— I iI GROUND . ABOVE—GROUND OR OVERHEAD . w I Iii 2 . CALL THE UTILITY COORDINATING COMMITTEE Al i B i ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND I B I FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION I i I IN AREA .ll I I rn a D TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC. STATE DEPARTMENT OF HIGHWAYS ,CZAL`& i"S66'27 „�>`� � AND PUBLIC TRANSPORTATION L0. :"rh I ao"ER a f it.,0 ' " SPENCER HWY . AT WESTStDE SIGNALIZATION EXISTING CONDITION L SHEET 9 OF 581 I _t —�(1� EED?D. FEDER& ND PROJECT ND ` , K211 A OOraER• 6 CRP a'11(2L I I-W Ct*x 342 56>3J y/ STATE 51T riF CDD Ca, d' E r. W TE%AS D 12 HAJIMS ' _ mm. SECT. - .wa wDrl Rx N nD SCALE, T' 20' I •'-. w SIGNAL HEADSCHEDULE 0 I . INDICATION DESIGNATION LEGEND STRAIN POLE ELECTRICAL SCHEDULE - F- 0 O Q O V R A C 3 7i-.-► 5IGNA1 HEAD 1 WAY, 3 SECTION O ® 00 O O 10 O CABLE RUN DESIGNATION ITEM DESICYAnoN ABCDEFGHJKLMNPORST DER C TREE i9 12" LENS HORIZONTAL POWER •6 XHHW 3 STREETSIGNAL HEADS PULL BOX BUTTONB C0NTR0LLERNCABINET 2/C-•14 3 5 511 T FOR R R A6- _ _SIGNAL 4/C-•14 - GALV. RIGID h1ETA1 CONDOI7CABLE 5/C-• 14 1 2 3 SIGNAL SE 7/C- •14 i 1 i 1 1 2 I 1 WAY, 4 SECTION L- n LODP DETECTOR Rio"40R R�O 401 2" LENS HORIZONTAL LOOP • 14 XHHW 6 2 yU SIGNAL READS C� DIRECTION OF TRAFFIC FLOW DETECTOR 2/C-•14 (SHIELD) I 2 2 2 3 3 3 1 1 46 w/"LEFT ON ARROW ONLY' SIGN AND DOWNLIGHT V LUMINAIRE INTERCONNECT 12/C-•12 I I I 1 1 O O PONT ,d PEDESTRIAN SIGNAL 1,� 1 PB2, PBM1 PBI, PB3 • J HEAD W1THRU WB IA GALV. 2" 1 1 1 i 1 PB6, P80 P85, PB7 I WALK v PEDESTRN PUSH CONDUIT 3" i j I BUTTON d SIGN 4" STREET SIGN C • 'SPENCER HWY . " POLE 1 POLE 4 I PB1 . PB2 0. . O. W ' T . P88 B t 0 Wt S C 9 STREET SIGN L-6C C� --- O I ".WESTSIDE " +06--5 , . -�_.� { C� 'E.-- t�6o+Loo �_ _, _. SPENCER HIGHWAY _ L-S - 8 STREETSIGN C7 -- -- L-2A - - _ _ _I� WESTSIOE " 4 -- -- C7 -- -- STREET SIGN H 18a _ II "SPENCER HWY . " 5 - 1 7 6 G L-2C C W6 e� AW3 4 LJ V � � t q . O. W I ( ¢ I n V W4 POLE 2 R . O. W . i 1 `°.� PB3 . P84 NOTES : POLE & CO TROLLER LOCATIONS I . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE STAR OFFSETS NLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS C AND QUANTITIES . POLE NO DESCRIPTION T O * 30 ' STEEL STRAIN POLE 1 162+85 44 . 5 ' LT . POLE 3 I m W/ 10 ' 't:UMFNA'1flE -ARM d-FI %TURF _ • PBS . PB6 2 . FINAL LOCATION OF SERVICE POLE I5 SUBJECT TO APPROVAL BY HL d P ANY ADDITIONAL MATERIAL 21 30' STEEL STRAIN POLE 162+85 44 . 5 FIT . I J REQUIRED TO MEET FINAL LOCATION SHALL BE 30 ' STEEL STRAIN POLE CONSIDERED INCIDENTAL TO ITEM " INSTALLATION 3 . . . 162+04 44 5 RT . 'DETECTOR SCHEDULE OF HIGHWAY TRAFFIC SIGNAL " . W/ 10' LUMINAIRE ARM L FIXTURE 4 30 ' STEEL STRAIN POLE 161 +97 44 . 5 ' LT . 3 . CONDUIT RUN ' E ' CONSISTS OF A SPARE 2 " CONDUIT LOOP SIZE AMPLIFIER SETTING FUNCTION FOR FUTURE USE . GROUND MTD . W/ NEMA 80 1166+77 47 . 5 ' LT . 2A 6x60 PRESENCE 2 PULSE CALL d EXTEND 02 CONTROLLER FULL TRAFFIC ACTUATED L-20 6 ' x6 ' 2 't PULSE CALL L EXTEND 02 CABINET CONTROLLER L-2C 6 ' x6 ' 2 PULSE CALL d EXTEND 02 ((11 /�,� TRAFFIC ENGINEERING DESIGN SYSTEMS, INC. L-4A TOTAL * 3 PRESENCE CALL & EXTEND 04 JIII f A 4 '* POLE MOUNTED METER . SERVICE DISCONNECT AND P . E . CELL . L-48 6 ' x50 VV V " t { POLE MOUNTED JUNCTION BOX L-5 6 ' x50 ' 4 PRESENCE CALL L EXTEND 06 rH�,e^I wa,• I.en C STATIONS/OFFSETS FROM � SPENCER HWY . L 6B 6 ' x6 ' 5 PULSE CALL L EXTEND 06 "xiu noouE stzxi E STATE DEPARTMENT U OF HIGHWAYS N L—sc 6 ' x6 ' 5 PULSE CALL L EXTEND 06 - n A pal AND PUBLIC TRANSPORTATION PHASINGDIAGRAM L -8A TOTAL * 6 PRESENCE CALL . d EXTEND 08 Q�.� Rwc L—BB G ' xSO' ✓ �/� , Is9z SPENCER HWY . AT WESTSIDE SIGNALIZATION py O • TO BE SPLICED IN PARALLEL TO 1 -2/C W4 SHIELDED II E T PROPOSED LAYOUT 1 O NGT ^ D noE k ADEPROJECTOHG.OF sIt USER '4 a. ' OFZfL. A 00MCfi, E R s s rn No1 I or csiiT ��qN r aR rHs%fl �Z4 ) FI[ OUT 34E. STATE O O TCam DSEC ! ?KRIS USED' O F ,LLCT Y` SEC tNw•v SCALE: 1" - 20' SFj L iL wH FI NO. BARRIER ...RIN 2 rlTa, tt,eo,r•ttrt: . B? ' PHOTOELECTRIC CELL x"46 89 ' GALVANIZED " , 11 ' 1 11 ' 35 WEATHERHEROP AD GUY WIRE H•- - GUY GALVANIZED GUY WIRE �— SERVl D I ( HIGH STRENGTHI JUNCTION BOX ( HIGH STRENGTH ) 2 E �CIiE5T510E I ) _ SPENCER NYf. N /1 / R - G ' °'I6" GALVANIZED j 1'CONDUIT � )��6" GALVANIZED Mvo a r GUY WIRE ( SWAY � { CABLE ) ( HIGH STRENGTH ) GUY WIRE ( SWAY CABLEHHi GH STRENGTH ) r k I � o 77�Q - / �II (�_ • _ _ 4 cif 13 �L-EYJI METER ��,I i u z J LLa P83 PB1—his -- SERVICE i �P82 - Q — P08 ; o DISCONNECT j. F •I r Ili s • m o I1 ' ? I POLE 2 (9 C 1O POLE 1 {II Q _ POLE I I - ' POLE 4 EN ... . .,. QP � 1' ELEVATION LOOKING e .N• e T ELEVATION LOOKING P R ` NORTH OO • N . T. S . N. T . S . ALL STEEL STRAIN POLES TO BE 30 ' - 81 ' 17 21 ' 1616° .GALVANIZED 21 ' 11 ' 14 ' s46" GALVANIZED I GUY WIRE JUNCTION F1 GUY WIRE ( HIGH STRENG H1 - BOX ( HIGH . STRENGTH ) _ SPENCER NIT• �' I� YESi510E f E GUY GALVANIZED / R GALVANIZED / GUY WIRE ( SWAYRE FT31I " CABL ( HIGH STRENGTH ) G 6 °Ll j 1 GUY WIRE ( SWAY ) I EI CABLE ) ( HIGH STRENGTH ) u # 3 ® 4' ® ��Z w o G i I o z PB7m o i �PB6 4 ¢ .-_ P89 z ; ' w POLE 3 i . POLE 3 POLE 41 • I POLE 2 Eyl 3 j4 . - - ; ' D ;IN ELEVATION LOOKING R -; � T B ` � T ELEVATION LOOKING i • a SOUTH ` NEST rl S . 4, 1 . 5 . ELECTRICAL SCHEDULE TRAFFIC ENGINEERING k DESIGN SYSTEMS, INC. ITEM - DESIGNATION ABCDEFGHJKLMNPQRST POWER •6 XHHW 2/C- '143 3 s 5 5 2 2 1D DEPARTMENT OF HIGHWAYS SIGNAL 4/C-•1s 1 1 6727 ,STATE AND PUBLIC TRANSPORTATION CABLE ES 5/C-•14 1 2 3 4 1 2 3 B • z SPENCER HWY AT WESTSIDE 7/C- 14 z7 ,aqz SIGNALIZATION LOOP •14 XHHW 6 2 ELEVATION DETAILS DETECTOR 2/C- 14 (SHIELD) 1 2 2 2 3 3 1 1 4 6 SHEET 11 OP 81 INTERCONNECT 12/C-•12 1 ii 1 1 ° x E ,°, rEorR P nro 6oJEcr 60. sn6El FF2AL A OONCR r 6 i HI '1[[t( -L FIY c GALV. 2" � • • • • •S6J2(r>�,�•• . �' STATE srA�i°. CO°x CONDUIT 3„ Y 1 1 1 1 1 1 (' f�Fov;i "` \ N\\Q TEXAS 0612 N:.R rviwnx SIC2 . HGH, A ry E7_' ESTIMATE SUMMARY OF MATERIALS (NOT F ) (FOR CONTRACTOR INFORMATION ONLY)I UNIT QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTION ESTIMATE FINAL CONTROLLER • 8-PHASE FULL-ACTUATED w/ INTERNAL T • B . C • UNIT EA . I _------ ResT + sex E CABINET , CONTROLLER ( GROUND MOUNTED ) w/HARDWIRE INTERCONNECT EA 2 l 4 POLE , 30 STEEL STRAIN ( SP 308-100 ) EA, 2 -•�-- '-'� 1I POLE . 30 STEEL STRAIN ( SPL 308-100 ) EA . 2 _ _ Y SIGNAL HEADS 1W-4S • 12 " LENS ( RRY.G ) EA• 8 SIGNAL HEADS IW-3S . 12 " LENS ( RYG ) EA. 8 a 75% SIGNAL HEADS , PEDESTRIAN "WALK - DON ' T WALK " ( 12 " ) EA . 8 + I . tNTCRLOCK FIN PUSH BUTTON , PEDESTRIAN EA • I CELL . PHOTOELECTRIC EA. 1 EXTERNAL TIME BASE COORDINATOR DISCONNECT . . SERVICE EA , 5 6i x 0 GROUND EA . . 2 STP OUTPUT TIME u DAYS CYCLE OFFSET CYCLE OFFSET ROD . e' C1 60 SEC . 01 23 SEC . BASELIGHT , FLUORESCENT CA. 6 00 HONE 0600 NA C2 70 SEC . 0 SEC . AMLIFIER . LOOP EA , 8 02 NON 0800 A 9 1 1 C3 03 45 SEC . NONE 0300 P 9 2 3 04 BOX . PULL w/EXTENSION EA • 1 . 03 NONE 0600 P 9 1 1 05 80X , JUNCTION ( POLE MOUNTED ) EA , 2 NONE 1100 A 7 2 7 SIGN . "LEFT ON ARROW ONLY " ( 12 " x 36 " ) EA 2 OS 7 1 1 NONE 0600 P SIGN . "SPENCER WY • " ( D3-t ) ( 1B " x VARIES ) . EA . 2 1 SUN DAYS = 6 = SAT IGN , "WESTSIDE ". ( 03-1 ) ( 18 " x VARIES ) -A• 4 3 = WED 9 = WADAY SIGN • "TO CROSS STREET —18 PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " % 12 " ) IR10-4oft ) EA . 4 SIGN . 'TO CROSS STREET 4- PUSH BUTTON WAIT FOR. WALK SIGNAL " ( 9 " X t2 " ) ( R10-4 aL7 L . F . 165 5 = THUR 0 WIRE . #6 XHHW L • F • 1640 FlIRE , #14 XHHW L • F • 380. WIRE . 3� 6" GALV • GUY ISWAY CABLE ) ( HIGH STRENGTH ) L • F • 960 WIRE . hG" GALV• GUY ( HIGH STRENGTH ) L , F • 1345 CABLE • #14 /2C ( SHtELDED ) L . F , 1500 CABLE , #14/2C L . E . 97 CABLE . #14/40 L . F . 1470 CABLE . #14 /5C . L . F . 355 CABLE . #14 /iC L • F • 155 CABLE . #12/12C ( INTERCONNECT ) L . F . 80 CONDUIT . 1 " RIGID METAL L • F • 510 CONDUIT , 2 " RIGID METAL L , F • 20 CONDUIT . 3 " RIGID METAL L . F . 35 CONDUIT . 4 " RIGID METAL C , Y • 11 CONCRETE . CLASS "A" L . S . I HARDWARE • MISC• L • F • 12 DETECTOR LOOP UNIT SAFETY LIGHTING UNIT QUANTITY DESCRIPTION ESTIMATE FINAL EA, 2 ARM . LUMINAIRE 10 . EA. 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM L.F. 370 - _ CABLE . #14/2C EA 2 BULB . 250 WATT HIGH PRESSURE SODIUM L . ; . 1 HARDWARE . MISC • TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING STATE DEPARTMENT OF HIGHWAYS SPENCER WESTSIDE SPENCER WESTSIDE „curneM o,° w;�„"„a; JA2 � 0 uzu°woSGzzi ® AND PUBLIC TRANSPORTATION NB WBL EB SB EBL WE q � a� 0 s 6 7 B �7 AL`•'", � ' SPENCER HWY . AT WESTSIDE 1 2 3 4 2 . 0 5 • o tD • o 2 . 0 SIGNALIZATIONREEN 5 . 0 10 . 0 BASIS OF ESTIMATE & TIMING 2 . 0 3 . 5 2 . 035 . 0 10 . 0 75 . 0 35 . 0 SHEET 12 Of Bt REEN 12 . 0 75 . 0 4 , 0 3 . 0 ' 4 . 0 4 . 0 �i ANGE 3 . 0 4 . 0 _ _ reo no rca6nu .vo aaaacr 1 . 0 1 . 0 1 . 0 1 . 0 OOUEH 6 CRP CH (21" ) Nlr Pcc 551 CLEARANCE 1 . 0 1 . 0 5 D — 50 5 . 0 s rSimo COUNTY PEDESTRIAN WALK — 5 . 0 66727 STATE 19 . 0 — 6 . 0 19 . 0 ° �{ �\qN TEXAS 0 12 HPRRIs PEDESTRIAN CLEARANCE — 6 . 0 OFF N . SECT. o Rwa RECALL OFF ON OFF _ OFF ON no.ir2o i .�t, wGhIH N YILEt .NPo.°.un.o. P4 LEGEND e TRAFFIC SIGNAL POLE re POLE W/ METER G SERVICE DISCONNECT ? I W I 1 1 p—p SIGNAL HEPD .p POWER POLE Ii- SIGNAL HEAD SCHEDULE a 1 J I LOOP DETECTOR INDICATION DESIGNATION .1 v STREET NAME SIGN O O O O v a r m I DIRECTION OF TRAFFIC FLOW R A C Bpi 7 WAY, 3 SECTION IJrO © m +. RIGID METAL CONDUIT AL 12" LENS HORIZONT SIGNAL HEADS w i NTE% GAS LINE E (� (� 1 -- WATER LINE (Al u 1 1 1 SANITARY SEWER I — • STORM SEWER -- — SW BELL TELEPHONE CONDUIT POWER POLE W/ METER i , , Ia A. SERVICE DISCONNECT I -- E — HL & P AERIAL H1 ' S PIPELINE VENT O�G• STEEL POLE I GI. I 6 MARKER W/ 25 ' MAST ARM ' ,�. I . 1 142 " X27 " S STM. O S S R . O. W 8 CONTROLLER I E -o --� ROW • . -_ _ h _ E '•- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� _ _ _ _ _ r'I __ _�- fi J ry-� _^ _1" __�--�/ _-1r O _._ I - -'_ ____ � - - SWOT CO . I - __ - -- / SWBT CO. 2 MH K 4284 i -- SPENCER HIGHWAY f i MH n 7853 I I C'� 180W0 — -- I 1 7 175+00 i ' 1 __ I / W_t 3 PR0P . 6 ° fWL_ __- -- B " WL . 1 f B" ENTE% _ �� 1 36 ST - / / / O `PROP . 12 ' x6 ' BOX u_j _ x- 24 L . R . O. W. � �� ( ((( NOTES : R . O. W. 05 N / 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . COHC RA4 � STEEL POLE 1T 15 THE CONTRACTORS RESPONSIBILITY TO W/ 25 ' & 35 ' MAST ARMS PRORE OLL MM N GS ( RK END NTIACTO / PRIOR TO COMMENCING WORK .* THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE UTILITIES . WHETHER UNDER- GROUND , ABOVE-GROUND OR OVERHEAD . 2 . CALL THE UTILITY COORDINATING COMMITTEE AT ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN AREA . TRAFFIC ENGINEERING L DESIGN SYSTEMS, INC. I(�-J DEPARTMENT OF HIGHWAYS ,STATE AND PUBLIC TRANSPORTATIONSPENCER HWY . AT LAFFERTY SIGNALIZATION EXISTING CONDITION SHEET 13 OF B1 FE o Ro rEorR�u. PRoarcr No SHEET IF2/r. 0 ER ro} � STATE I U CIZPRnI(?Lol f4 court. pppp,,��SS 5672 vou„ '' TEXAS f120 HARRIS rVtVt 19�1P I �l� a�T9\Q Corn. S _r JOB OHWATNo scnLE, V • zo' Fl,7D IZ cO, rl H SIGNAL HEAD SCHEDULE LEGEND INDICATION DESIGNATION STRAIN POLE ?- ELECTRICAL SCHEDULE ® QQa Q a—)- SIGNAL HEAD W R A G LL 1WAY, 3 SECTION OX CABLE RUN DESIGNATION RUN ITEMDESIGNATION ABCOEFCHJKLMNPQR " 12" LENS HORIZONTAL U PULL Box TO CROSS TO CROSS - '� SIGNAL HEADS POWER •6 XHHW 3 {31` a GROUND MOUNTED STREET �- e STREET CONTROLLER CABINET 2/C-•1a 2 1 1 2 2 4 8 1 1 PUSH BUTTON PUSH BUTTON f Oj - - - - - GALV . RIGID METAL CONDUIT SIGNAL 4/C- 14 WWT FOR WWT FORIBEIa CABLE 5/C-•14 1 1 2 3 2 2 3 7 \ __ _ LOOP DETECTOR 7/C- 14 1 i WALK SIGNAL WW.K SIGNAL I WAY, 4 SECTION > --s 12" LENS HORIZONTAL DIRECTION OF TRAFFIC FLOW LOOP •14 XHHW 6 2 R10- 4oR R10-4oL 4 SIGNAL HEADS DETECTOR 2/C-•14 (SHIELD) 1 2 2 2 t 34 w/"LEFT ON ARROW ONLY LUMINAIRE SIGN AND DOWNUGHT PEDESTRIAN SIGNAL INTERCONNECT 12/C- •12 1 1 1 1 p HEAD 1 3 1 O0 DOLT WI TNRU Yf8 PEDESTRIAN PUSH GALV. 2" 1 1 1 1 1 PB2. PB4 Pal, P83 WALK " BUTTON & SIGN CONDUIT 3" 1 P86 - P85 4,. POLE 4 P85 . P86 POLE i N �PB1 . PB2 E / R / �-, W1 9 R. O. W. R . O. W. �- A _ E v • W5 W2 _--_.-_---- L-6A- h / \ \ -- -_ - . _ __ __ _- `? �J STREET SIGN - I ®- L-GB �O G7 4 LAFFERTY ' IIII V - _ 180'__40 - 5 , II IL-6C C� � SPENCER HIGHWAY c� - t ITYP . I 8_ 0 IL- 115+00 I _ L-s _7 _____________ - ! it - - - �-' �y L-2C 180 ' -- , 2 STREET SIGN K cy - C__ L-28t . H I "LAFFERTY " 3 'H3 ___ 5 4 F C . L-2A /1 g C W4 E E 0 0 R . O. W. R . O. W. NOTES : POLE & CONTROLLER LOCATIONS - - POLE 3 J STREET SIGN P84 "SPENCER HWY . " POLE 2 I . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE POLE NO DESCRIPTION STAI OFFSETS PB3 ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS AND QUANTITIES . 30 ' STEEL STRAIN POLE 178+08 48 . 0 ' LT . DETECTOR SCHEDULE 30 ' STEEL STRAIN POLE 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO 2 178+08 44 . 5 ' RT . LOOP SIZE AMPLIFIER SETTING FUNCTION APPROVAL BY HL P ANY ADDITIONAL MATERIAL w/ 10 ' LUMINAIRE ARM d FIXTURE REQUIRED TO MEET FINAL LOCATION SHALL BE l-2A 6 ' xfi ' 1 PULSE CALL L EXTEND 02 3t 30 ' STEEL STRAIN POLE 177+25 94 . 5 ' AT . L-28 6 ' x6 ' I PULSE CALL & EXTEND 02 CONSIDERED HI I TRIFFICAL TO ITEM " INSTALLATION L-2C 6 ' x6 ' i PULSE CALL 8 EXTEND 02 OF HIGHWAY TRAFFIC SIGNAL " . 4 'Z' 30 ' STEEL STRAIN POLE 177+20 44 . 5 ' LT . L-4A TOTALR:, 2 PRESENCE CALL & EXTEND 04 w/10 ' LUMINAIRE ARM L FIXTURE L-qB 6 ' xSO ' 3 . CONDUIT RUN ' E ' CONSISTS OF A SPARE 2 " CONDUIT L-5 6 ' x50 ' 3 PRESENCE CALL & EXTEND 05 GROUND MID . W/ NEMA 80 177 +05 47 . 7 ' LT . FOR FUTURE USE . CONTROLLER FULL TRAFFIC ACTUATED L--6A 6 ' x6 ' 4 PULSE CALL 8 EXTEI:D 06 L-6B 6 ' x6 4 PULSE CALL d EXTEND 06 CABINET CONTROLLERL-GC 6x6 ' Al4 PULSE CALL d EXTEND ON TRAFFIC ENGINEERING I. DESIGN SYSTEAIS, INC. POLE MOUNTED METER , SERVICE DISCONNECT AND P . E . CELL . '"" TO BE SPLICED IN PARALLEL TO 1 -2/C #14 SHIELDED iI } POLE MOUNTED JUNCTION BOX A STATIONS/OFFSETS FROM l SPENCER HWY . orized b STATE DEPARTMENT OF HIGHWAYS r2u BooN Ex. P.E. S&727 y�ptE Orr AND PUBLIC TRANSPORTATION PHASING DIAGRAM SPENCER HWY . AT LAFFERTY iJ y�7 . ID9 b N Ru+c 1 SIGNALIZATION 04 PROPOSED LAYOUT ND7 USED SHEET 14 OF 81 U6E DJO ! ` +"� !•S '• =rt2H�RIS PROJECT ND SNIE1 pi Fd ATZN. COMER , . r ! 353• VHJ.RRISJoe GHWArI PING 2 SCALE: 1" • 20' 1 H YIrj N ; ( L 92 ' 86 516" GALVANIZED 21 ' 11 15 ' PHOTOELECTRIC CELL GUY WIRE WEATHERHEAO ) HIGH STRENGTH )•SERVICE DRO K LAfFfAiY F 11 uN a GALVANIZED 3 -n6 XHHW .T::cT OE1 N CONDUIT 1 � i,' GUY WIRE (( SW ST I 1 CABLE ) ( HIGH STRENGTH ) o nI�{ 6�I'T1 METER L SERVICE' iD , 31I1 00 DISCONNECT a i PB3 1I• �'- PBIH • o I! �PB5 I'• ,� POLE 2 POLE t ICI • jI� POLE 1 - POLE 4 .ys = • in �' , __ - N P ELEVATION NTLOOKING Oa `'-•� ELEVATION LOOKING - � T . S N . t .$ N . . ALL STEEL STRAIN POLES TO BE 30' • 89 ' ) PHOTOELECTRIC CELL 83 ' ' rshfi" GALVANIZED 28 ��6" GALVANIZED 11 ' i6 11 ' GUY ' WIRE GUY WIRE ( JUNCT ION BOX ( HIGH STRENGTH) I � ( H WIRE ENGT ) LAF UNY SPEIICER NMP. ' G / �. J r' LJ F 1 3%" GALVANIZED • a16 " GALVANIZED IGUY WIRE ( SWAY • i, GUY WIRE ( SWAY — � CABLEI ( HIGH STRENGTH ) • CABLE ) ( HIGH STRENGTH ) O tl it II � ' I METER II 0 SERVICE u _ DISCONNECT • — W P85 I P84 iII EU o, LE' PO 4 POLE 3I POLE 3 POLE 2 ELEVATION LOOKING \ > D� ! ELEVATION OOKING• SOUTH _I'. iN . T . S . • N . T . S• . ELECTRICAL SCHEDULE ITEM DESIGNATION A B C D E F G H J K L M N P Q R TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC.POWER •6 XHHW 3 2/C- ' 14 2 1 1 2 2 4 8 SIGNAL 4/C- • 14 1 1 °°ring i" e STATE DEPARTMENT OF HIGHWAYS CABLE 5/0 .14 _ 1 1 2 32 23 7 AArrt& A 00MER,P.E.567x7 E AND PUBLIC TRANSPORTATION 7/C-•14 11 1 �� r�* e a SPENCER HWY . AT LAFFERTY LOOP • 14 XHHW 6 2 z/ 7 . 1e9z SIGNALIZATION DETECTOR 2/C-• l4 (SHIELD) 1 2 2 2 1 3 < ELEVATION DETAILS 1 1 •INTERCONNECT 12/C-`12 i 1 ' SHEET 15 OF 81 FEU.6U. EEUER L uU PFOJECT N0. 1 3 GPLV. 2" 1 11 1 11 ifZP5672 AER 6N .:RP 56]2] • • • v STATC 12 COUNTY CONDUIT 3" °rrs�n �•� ��°' TEXAS o�s12 o. HARRIS 4.. 6c 20 IZT. ugh Nit No ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BIG QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) TRAFFIC SIGNAL TIMING DURING CONSTRUCTION UNIT QUANTITY DESCRIPTION ESTIMATE FINAL EA. i �--n 96% CONTROLLER . a-PHASE FULL-ACTUATED w/ INTERNAL T . B . C . UNIT EA CABINET . CONTROLLER ( GROUND MOUNTED ) w/HARDWIRE INTERCONNECT EA 2 POLE . 30' STEEL STRAIN ( SP 300-100 ) A . 2 E POLE . 30' STEEL STRAIN ( SPL 308-100 ) EL 1 v.-- SIGNAL HEADS 1W-4S . 12 " LENS IRRYC ) EA , 6 SIGNAL HEADS 1W-3S . 12 " LENS ( RYG ) EA, 6 — 00% s s]x SIGNAL HEADS , PEDESTRIAN "WALK — DON ' T WALK " ( 12 " ) EA . 6 rlx INTERLOCK PIN PUSH BUTTON . PEDESTRIAN EA • 1 CELL . PHOTOELECTRIC EA• I EA • EXTERNAL TIME BASE COORDINATOR DISCONNECT , SERVICE 5 SIP OUTPUT TIME u DAYS CYCLE OFFSET CYCLE OFf5ET ROD . See' x 8 ' GROUND EA . 00 NON C1 60 SEC . 01 53 SEC . B ASELIGHT . FLUORESCENT EA. 4 01 NONE O6OO A 9 2 2 C2 70 SEC . 02 35 SEC . E 0800 I A ° i 1 03 10 SEC . AMPLIFIER . LOOP EA • 7 0 NONE 0300 P 9 1 2 3 C3 3 NONE 0600 P 9 1 1 04 BOX . . PULL w/EXTENSION EA . i OS BOX , JUNCTION ( POLE MOUNTED ) EA . 1 05 SIGN . "LEFT ON ARROW ONLY " ( 12 " z 36 ) EA , 1 SIGN . "SPENCER HWY . " ( 03-1 ) ( 1B " x VARIES 7 EA. 2 DAYS i = SUN 6 = FRI SIGN . "LAFFERTY " 103-1 ) ( 18 " x VARIES ) SIGN. "TO CROSS STREET -� PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( R10-4 aRl 4 = WED 9 = W DAY SIGN . "TO CROSS STREET E-- PUSH BUTTON WAIT FOR WALK SIGNAL ( 9 X / 2 " 1 IR1O-4O1'1 L . F . 150 5 = THUR 0 = W-ENO WIRE . #6 XHHW L . F . 1845 WIRE . #14 XHHW L . F . 290 WIRE . Bh6" GALV • GUY ( SWAY CABLE ) ( HIGH STRENGTH ) L . F • 780 WIRE . 5,I16 GALV . GUY ( HIGH STRENGTH ) L . F . 900 CABLE . #14/2C ( SHIELOED ) L . F . 838 CABLE . #14 /20 L . F . 53 CABLE . #14/4C L . F . 1167 CABLE . #14/SC L . F . 200 CABLE . #14/70 L . F • 155 CABLE . #12/12C ( INTERCONNECT ) L . F . 65 CONDUIT . 1 " RIGID METAL L . F • 415 CONDUIT . 2 " RIGID METAL L . F . 35 CONDUIT . 4 " RIGID METAL C . Y • 11 CONCRETE . CLASS "A " L . S . 1 HARDWARE . MISC . EA. 9 DETECTOR , LOOP UNIT SAFETY LIGHTING UNIT QUANTITY DESCRIPTION ESTIMATE FINAL EA . 2 ARM. LUMINAIRE 10 ' EA , 2 BALLAST . 250 HIGH PRESSURE SODIUM L . F . 325 CABLE . #14 /2C EA , 2 BULB . 250 WATT HIGH PRESSURE SODIUM L . S . 1 HARDWARE . MISC . TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING SPENCER LAFFERTY SPENCER LAFFERTY oTh cume i o;°w;9p,r,a° p STATE DEPARTMENT OF HIGHWAYS `AvZ& AooMER. PE. 56727 .E °' r AND PUBLIC TRANSPORTATION STREET EBL O TREE 58 WB TION KB 2 3 4 s s 7 e i — A SPENCER HWY. AT LAFFERTY PHASE MINIMUM GREEPI 10 . 0 2 . 0 5 . 0 10 . 0 /d ]- 7 . 1sB �— SIGNALIZATION 3 . s 2 . 0 2 . 0 3 . s BASIS OF ESTIMATE & TIMING EXTENSION „ t- 30 . 0 25 . 0 65 . 0 MAXIMUM GREEN _ 90 . 0 . ' SHEET 16 OF 81 • YELLOW CHANGE. ' 4 . 0 _ 4 . 0 3 . 0 4 . 0 _ r 4 . 0 1 • 0 1 . 0 FED.RD FEOERu AD PRo.Ect i I4, AI ADOME 6 CRP `11 IIlc Al. c 3 ALL—RED CLEARANCE 1 . 0 rn COUNTY PEDESTRIAN WALK 5 . O 5 . 0 - 5 . O +, AIrrR 7 0 567 ] 5EXA HARRIS PEDESTRIAN CLEARANCE 7 . 0 19 . 0 ggg OFF OFF ON OFF .msay �, =�qry T6XA5 cs1Z HARRIS RECALL UN Con SECT, JOB RUNWAY LEGEND O TRAFFIC SIGNAL POLE �-- ► SIGNAL HEAD SIGNAL HEAD SCHEDULE I -- STREET NAME SIGN — INDICATION DESIGNATION .a} POWER POLE R A C G O O © CI GROUND MOUNTED 1 WAY. 3 SECTION BO 9O 11 12 0: ttj I CONTROLLER CABINET W 12" LENS HORIZONTAL } I DIRECTION OF TRAFFIC FLOW SIGNAL HEADS OC _ O OOO t I _ ENTER GAS LINE -- WATER LINE I WAY, 4 SECTION z 12" LENS HORIZONTAL I r o Y — SANITPRY SEWER m SIGNAL HEADS STEEL , POLE - - - - - - - • STORM SEWER W/ 30 MAST ARM 1 /� 30" NATURAL CAS PIPET INE I 'U( — — — SW BELL TELEPHONE CONDUIT ) HOUSTON PIPELINE C0. 1 _ _ _ _ 7 STEEL POLE PIPELINE VENT _ — I ME 3R ' MSER ARM , _ m --E-- HL b P PERIPL METER & SERVICE J DISCONNECT R , p , W, . I - r• E __ _ .48 " STM. o PROP . 6 ' WL 36 " STM. 59 " STM. .__ - - SWBT CO. _-_ __ _ __ _ SWH E 5101 0 0 MH. # 997766 _ — _ __ te . __ SWST CO . 2 195.00 /1 SPENCER HIG WAY rr� 19100 1 ' Oj d- --- s9 PROP . 12 ' x6 ' BOX 1B " STM. _ _ - - - 3G " SW. 36 " ST _ - 1 L STEEL POLE -6 " SAN . I 1 W/ 30' MAST ARM R . 0 W. NOTES : `— 3 " ENTEX 1 i . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . STEEL POLE . 1 uI IT IS THE CONTRACTORS RESPONSIBILITY TO W/ 30 ' MAST ARM I LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) I PRIOR TO COMMENCING WORK . THE CONTRACTOR I 1 IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND i w�I I PRESERVE THESE UTILITIES i WHETHER UNDER- ) GROUND . ABOVE-GROUND OR OVERHEAD .I 2 • CALL THE UTILITY COORDINATING COMMITTEE AT Ip I ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND I FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN AREA . LI I E1 I TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. The s.toppe 'Iflg on I STATE DEPARTMENT OF HIGHWAYS q c �` � AND PUBLIC TRANSPORTATION a 2 Q w M / z/ 7 , 19 1 c P D SPENCER HWY . r. AT STRAWBERRY SIGNALIZATION EXISTING CONDITION .,s SHEET 17 OF 81 •' •lF21LA [IOwtER PED.RO. fE0ER.0 AO PRQJCifly Ro. SHEET 5672] 6 CRP '11f1LtAlY -1 : 35/: 4`SS Cpt . 5�av STATE 1AF count? �1 TEXAS O,f12+o HARRIS CSECT. SCALE) t" - 20 oOL t2 Oo5 weYl xo ETL SIGNAL HEAD SCHEDULE ^ u LL INOiCATION DESIGNATION ELECTRICAL SCHEDULE (`-E-'�\\1 O O O © LEGEND R A G ;¢ STRAIN POLE .UN _ I WAY, 3 SECTION O O O O ITEM DESIGNATION A B C D E f G H J K L M N P O R S T U V W X T- 12" LENS HORIZONTAL 8 9 71 72 �y SIGNAL HEAD 3 I I SIGNAL HEADS POWER •6 XHHW TO CROSS TO CROSS CABLE RUN DESIGNATION 2/C- 14 3 3 3 5 5 5 222W 2 10 STREET +- STREET j� O O 0 O PULL BOX 11 R R A 4 1 4 7 10 GROUND MOUNTED SIGNAL 4/C- • 14 PUSH BUTTON PUSH BUTTON �Ior � T B CONTROLLER CABINET CABLE 5/C-•14 1 1 2 3 3 4 1 7 2 3 3 8 WNT FOR 47,VT FOR I _ _ _ _ 7/C-•14 1 1 1 2 2 1 1 1 2 4 1 i WAY, 4 SECTION - GALV . RIGID METAL CONDUIT WALK $IGNN. WALK SIGNAL I 21 I m 1- 12" LENS HORIZONTAL LOOP • 4 XH V1 6 2 4 I SIGNAL HEADS L- tt LOOP DETECTOR DETECTOR -• 14 HI i 2 4 2 2 2 6 6 6 4 4 4 1012 R10- 4oR R10-4oL - 1 w/"LEFT ON ARROW ONLY' SIGN AND DOWNLIGHT r=,) DIRECTION OF TRAFFIC FLOW INTERCONNECT 12/C-•12 t I 1� ( . `-`V _—® LUMINAIRE 3 2 O O DOLT WITHRU WE PEDESTRIAN SIGNAL • GLV. 2 1 1 1 1 7 I WALK J HEAD CONDUIT 3" 1 1 i PB2, PO4 PBI, P83 1 j 4" PB6, PBB PBS, PB7 1 PEDESTRIAN PUSH STREET SIGN BUTTON d SIGN "SPENCER HWY . " T J POLE 1 A F L M PB2 W R . O. W. R . O. W. Pal . PBB W1 ' T POLE 41 '- ' W7 % K C- - DL-6A n 1 2 3 J 12 STREET SIGN I--Cu) L-68 — 11 "STRAWBERRY " j 180 ' -- _- H {f tI - L-6C C_ C� ( IYP . ) 4 > O ss•Do SPENCER HIGHWAY 191.00 L5 .---"I r2 --1 --._ • L-2C 180 ' 5 R _ • -- STREET SIGN C> L-28 G "STRAWBERRY " CJ L-2A 8 �` 9 7 tl A W6 P _ _ _ _ _ ! _ _ _ _ _ _ _ _ _ _ - _ _ R . D. W.• R . O. W. H w POLE 3 W4 � POLE & CONTROLLER LOCATIONS PBS . PBS STREET SIGN POLE 2 NOTES : "SPENCER HWY . " I �. O P03 . PB4 POLE NO DESCRIPTION STAB OFFSETS A I 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE 34 ' STEEL STRAIN POLE ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS 1 194+20 44 . 5 ' LT , I AND OUANTITIE5 . W/ 10 ' LUMINAIRE ARM & FIXTURE DETECTOR SCHEDULE 2I 34 ' STEEL STRAIN POLE 194+17 58 . 0 ' AT . I m I 2 . FINAL LOCATION OF SE ANY POLE I IS SUBJECT AL I APPROVAL BY HL L P ANY ADDITIONAL MATERIAL 3 34 ' STEEL STRAIN POLE 193+22 46 . 0 ' RT , LOOP SIZE AMPLIFIER SETTING FUNCTION I CONSIDER TO MEET FINAL LOCATION SHALL BE W/ 10 ' LUMINAIRE ARM & FIXTURE L-I 6 x50 1 PRESENCE CALL & EXTEND 01 1 8 CONSIDERED INCIDENTAL TO ITEM " INSTALLATION � OF HIGHWAY TRAFFIC SIGNAL " . 4 34 ' STEEL STRAIN POLE 193+74 44 . 5 ' LT . L-2A 6 ' x6 ' 2 PULSE CALL d EXTEND 02 1 L-28 6 ' x6 ' 2 PULSE CALL & EXTEND 02 3 . CONDUIT RUN ' X ' CONSISTS OF A SPARE 2 " CONDUIT GROUND MTD . W/ NEMA 80 194 +32 47 . 8 ' AT . L-2C 6 ' x6 ' 2 PULSE CALL L EXTEND 02 1 FOR FUTURE USE . CONTROLLER FULL TRAFFIC ACTUATED L-3A TOTAL 3 PRESENCE CALL L EXTEND 03 I CABINET L-3B 6x50 ' I CONTROLLER L -4A TOTAL '*' 4 PRESENCE DELAY CALL I L-CB 6X50 ' d E%TEND m4 I * POLE MOUNTED METER . SERVICE DISCONNECT AND P . L . CELL . L-4C TOTAL * 5 PRESENCE CALL d EXTEND 04 I TRAFFIC ENGINEERING !. DESIGN SYSTEMS. INC. T POLE MOUNTED JUNCTION BOX L -40 6 ' X50' STATIONS/OFFSETS FROM !r SPENCER HWY . L-4E 6 ' x6 ' 6 PULSE CALL & EXTEND 04 L-4F 6 ' x6 ' 6 PULSE CALL d EXTEND 04 1 .mope g on (n. L -5 6 ' x50' I PRESENCE CALL & EXTEND m5 ' w / .m DU oumom seni L-6A 6 ' x6 ' a PULSE CALL & EXTEND 06 j "Z & OD e D J STATE DEPARTMENT OF HIGHWAYS a.PHASING DIAGRAM L GB 6 ' x6 ' 8 PULSE CALL d EXTEND 06 � � � . AND PUBLIC TRANSPORTATION L-GC 6 ' x6 ' 8 PULSE CALL d EXTEND 06 ' Z/ Ay/1./ 1/7 19RL ?4P�22! & SPENCER HWY . I L-7A TOTAL * PRESENCE CALL G EXTEND rJ • L -78 6 ' y x50 ' AT STRAWBERRY RING p1O 0030 L-BA TOTAL * 10 PRESENCE DELAY CALL • , SIGNALIZATION _ L-8B 6 ' xso ' d EXTEND EXTEND PROPOSED LAYOUT L-BC TOTAL '* 11 PRESENCE CALL d EXTEND m8 „• SHEET T OF 81r L-80 6 ' X50 ' uiix oouc ____. _____. At PROJECT xD. — O 6 07 aB I L-BE 6 ' x6 ' 12 PULSE CALL d EXTEND m8 56727 ATE TNI Du l-8F 6 ' x6 ' 12 PULSE CALL d EXTEND m8 6 CRt"Y g1 ( tt+ ) Nx _Ec r< 7 *°'rrso' I`:'U;' `' OWN sr T E c 1rr .* TO BE SPLICED IN PARALLEL TO 1 -2/C #14 SHIELDED . TEXAS DSs12 HARRIS CDNT. SECT. JOD BARRIER RING 2 SCALE: 1" • 20' %:O 1 L CICi wM IAN NO. k7 _ 102 ' 106 ' PHOTOELECTRIC CELL 54s " GALVANIZED p1 ' WEATHERHEAD GUY WIRE JUNCTION BOX sIs" GALVANIZED 16 ' 1t 2D f SERVICE DROP ( HIGH STRENGTH ) —\\ GUY WIRE F-VR O ( HIGH STRENGTHI 1= SiRaEaERRY �� SPENCER NAY. - S - . . . -- -. . t a c IVIp lE � II {( a a • 3-46 % UI " GALVANIZED km DO luro 1 ' CONDUIT GUY WIRE ( SWAY " GALVANIZED ueo [Rr CABLE ) ( HIGH STRENGTH ) GUY WIRE ( SWAY a CABLE ) ( HIGH STRENGTH ) i I�I �IC' t METER NMI _ t = I P82 ,____ SERVICE ' Pg a II I DISCONNECT �II a � a I of I POLE 2 POLE II! 'I�'; POLE I III POLE 4 Hi - l• E I $ 1 ELEVATION LOOKING ELEVATION LOOKING @_L\)) `.! `=- 1. ®_ NORTH U N . T . S . N. T . S . ALL STEEL STRAIN POLES TO BE 34 ' 91 ' 95 ' . 54c" GALVANIZED 21 ' II ' 15 P5 11 GUY WIRE JUNCTION 5' S " GALVANIZED 16 ( HIGH 5TRENGTH ) � BOX . GUY WIRE ( HIGH STRENGTH ) -�� 1^ SPENCER N'AY. Si Y ".�X'J�' , flA11�EPA U P a k —� — I zc" GALVANIZED , Wl lx k 91 UlY a lift C1 _ GUY WIRE ( SWAY 5.Is" GALVANIZED Wrcv GLY I� CABLE ) ( HIGH STRENGTHI 1 CU? WIRE ( SWAY I } CABLEI ( HIGH STRENGTH ) i'i u II tl = 0 Cr M1Ii ¢ ¢ .0 CT PB 5 P8 4 s I ' ll III H I.I I POLE 4 II POLE 3 c .. POLE 3 POLE 2 L .. ; ' ` .. yy. ( D ".' LOOKING ELEVATION SOUTH I x ELEVATION LOOKING O° 1"�"' / `� J ' WENL ® , I '" N . T . S . N . T . S . ELECTRICAL SCHEDULE TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC. RUN A B C D E F G H J K L N N P Q R S T U V W X ITEM DESIGNATION POWER 6 XHHIV the ws a ^v STATE DEPARTMENT OF HIGHWAYS 2/C- '14 3 3 3 5 5 5 2 2 2 10 1 .1 o4umcntcum.m -a. R,l r4PIE. 1L e SIGNAL a/c-'la AND PUBLIC TRANSPORTATION 7 , 2 3I 31 4 1 1 2 3 3 a SPENCER HWY , CABLE 5/C- •1a z 2 2 a . - QO W AT STRAWBERRY 7/C-• 14 SIGNALIZATION ' LOOP • i4 X W 6 2 a I ELEVATION DETAILS DETECTOR -•1a ) 2 4 2 2 ? 6 6 6 4 4 4 7012. SHEET 19 . Bt 1 1 1 lIV FU [EnEaK .N FaC,Eti as INTERCONNECT 12/C- ' 12 — 6 (' RP 91lPtI EtL 2 5622] : aC %SZ01 A 00 E y STALE TINE CCUNT? 3111 11, i 1 1 iy q TEXAS 512 HMRIS GALV. 2" Coal. SECT. JOS CONDUIT 3" — 1 1 1 41• a) 1�i IL o09 wchl A' a ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID OUMTITIES) (FOR CONTRACTOR INFORMATION ONLY) TRAFFIC SIGNAL TIMING DURING CONSTRUCTION QUANTITY DESCRIPTION UNIT ESTIMATE FINAL A . i CONTROLLER . e-PHASE FULL-ACTUATED w/ INTERNAL T . B . L . UNIT EA . I INTERNAL TIME BASE COORDINATOR CABINET . CONTROLLER ( GROUND MOUNTED ) w/HARDWIRE INTERCONNECT PERMISSIVES OGRAM EA . 2 INP O_ NATO 0 .. VS4 C S POLE . 34 ' STEEL STRAIN ISP 340-700) EA 2 R `NG= i ____ I 41 n POLE , 34 ' STEEL STRAIN ( SPL 340-1001 EA 4 _ SIGNAL HEADS 1W-4S , 12 " LENS ( RAY C ) RING 2 EA . 8 SIGNAL HEADS iW-3S . 12 " LENS ( RYG ) EA , a INTERNAL TIME BASE COORDINATOR PEDESTRIAN "WALK — DON' TWALK " ( 12 " ) EA , 8 CYC i COOROTNAT 0 0 ffPEgISgES� PUSH BUTTON , PEDESTRIAN EA . i SPLIT 1 R `NG1 DAYS CELLA PHOTOELECTRIC EA 1 LENGTH I = SUN 6 = FRI DISCONNECT . SERVICE OF RING 27 = SAT 2 = TUE EA . 5 ROD , 6%e' x 8 ' GROUND EA . 4 INTERNAL TIME BASE COORDINATOR 5 = THUR 0 V = NEVER BASELIGHT . FLUORESCENT EA . 12 YCLE 1 C _R0 NAT 0 PERMISSIVES R AMPLIFIE LOOP EA . g SPLIT 1 Fl ` INS 1 EtD 80X , PULL w/EXTENSION EA I LENGTH y . )�� BOX , JUNCTION ( POLE MOUNTED ) EA . 4 RING 2 SIGN , "LEFT ON ARROW ONLY " ( 12 " X 36 " ) EA . 2 SIGN , "SPENCER HWY . " ( 03-1 ) 116 " x VARIES ) eu"6E 7 2 3 4 s 6 7 6 SIGN . "STRAWBERRY " ( 03—t ) ( 18 " x VARIES ) EA . 2 u lD. INITIAL SIGN , ."TO CROSS STREET --9 PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) CR70-4CR ) EA . 4 MAX ! fl4Ofl4O1O4fl1O4O SIGN , "TO. CROSS STREET .- PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) CR10-40L ) F 210 MAX XEJ. WIRE . 146 XHHW L , F , 4970 RED WIRE , #14 XHHW L . F . 435 WALK__________ WIRE , 3tic" GALV . GUY ( SWAY CABLE ) IHIGH STRENGTH ) P D . C . L . F • 1300 OFT WIRE , y GALV • GUY IHIGH STRENGTH ) L . F . 3340 CABLE , #14/20 ( SHIELDED ) I . E . 1558 CABLE , #14/2C L , F , 71 CABLE , #74/4C I . E . 1486 CABLE , #14 /SC L. F . 703 CABLE . #14/7C L . F • 185 CABLE . #12/12C ( INTERCONNECT ) L . F . 325 CONDUIT . 1 " RIGID METAL L.F. 470 CONDUIT , 2 " RIGID METAL L . F . 65 CONDUIT . 4 " RIGID METAL 17 CONCRETE . CLASS "A " L . S . I HARDWARE . MISC . EA . 24 DETECTOR . LOOP UNIT SAFETY LIGHTING UNIT QUANTITY t#14 /2C ESCRIPTION ESTIMATE FINAL EA . 2 ARM . L EA' 2 BALLASRESSURE SODIUM L . F . 368 CABLE . EA' 2 BULB , . SSURE SODIUM HARDWA L . S . 1 TRAFFIC ENGINEERING d DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT . TIMING STREET itd by SPENCER STRAWBERRY SPENCER STRAWBETh teocpptati$ on ii.!. RRY 56,zz DIRECTION WBL LB NHL 56 EHL WH SBL NH STATE DEPARTMENT OF HIGHWAYS zk ,. D �6R. r.6. 5 6 7 8 AND PUBLIC TRANSPORTATION PHASE 1 2 3 4 'dam f MINIMUM GREEN 5 . 0 0 . 0 5 . 0 2 . 0 5 . 0 0 . o 5 . 0 2 . 0 /� . 194r SPENCER HWY . AT STRAWBERRY EXTENSION 2 . 0 3 . 5 2 . 0 2 . 0 2 . 0 3 . 5 2 . 0 2 . 0 SIGNALIZATION MAXIMUM GREEN 1210 75 . 0 10 . 0 35 . 0 . 15 . 0 75 . 0 15 . 0 35 . 0 BASIS OF ESTIMATE & TIMING YELLOW CHANGE 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 9 . 0 3 . 0 4 . 0 ... .. .... . .BASIS 'a *{ r SHEET 20 OF 81 ALL—RED CLEARANCE 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 IFIPL A oou6R D o. srefir PEDESTRIAN WALK — 5 . 0 — 5 . 0 — 5 ' 0 — 5 ' 0 - 6 e Po I '1 uD anaatcr ri , 66]2' r 6" CRPTI : lfl Ilt 3n PEDESTRIAN CLEARANCE — 13 . 0 — 19 . 0 — 13 . 0 — 19 • D °.• '°Yh ° , ,,/ STATE COUNTY TEXA RECALL - OFF ON OFF OFF OFF ON OFF OFF TEXT DS12 HARRIS t: 020 11 r we p'.Y NO cy LEGEND SIGNAL HEAD SCHEDULE 712�1�� LENS ION DESIGNATION a TRAFFIC SIGNAL POLE )s—F SIGNPL HEAD mSECTIONSTREET NPIAE SIGN RIZONTALHEADS POWER POLE DIRECTION OF TRAFFIC FLOW ENTEX GAS LINE WATER LINE SECTIONVERTICAL SANITARY SEWER HEADS STEEL POLE w - - - - - - - • STORM SEWER w/ MAST ARM. CONTROLLER . METER — — — SW BELL TELEPHONE CONDUIT 3 SERVICE DISCONNECT SIGN i x STEEL POLE 1 w/ MAST ARM R. O. W. R . O. W. o/ • J _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ _ _ .- _ _ PROP . 6 " WL • _ T _ _ _ _ _ _ � 24 ' STM. 1 • 36 " STM. 3 4 — _ - 6 " ENTEX — — — — 1 L.= MH n 4289 I '— I c� I SPENCER HIGHW,AY zo5*00 202+00 , I f I r .. s _— - -_ - - - 6 3 " ENTEX 8 7 R . 0• W. _ PROP . 8 " WL . - 18 " STM NOTES : 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . STEEL POLE IT IS THE CONTRACTORS RESPONSIBILITY TO w/ MAST ARM — A I . LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) ' PRIOR TO COMMENCING WORK . THE CONTRACTOR Li IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND STEEL POLE PRESERVE THESE UTILITIES . WHETHER UNDER- w/ MAST ARM GROUND . ABOVE-GROUND OR OVERHEAD . 2 . CALL THE UTILITY COORDINATING COMMITTEE AT ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN AREA. TRAFFIC ENGINEERING & ➢ESIGN SYSTEMS, INC. STATE DEPARTMENT OF HIGHWAYS Tc. E Or AND PUBLIC TRANSPORTATION ff� `:.e727 rPzr 0 �L _ " SPENCER H WY . AT BLUEBERRY T5 G- 19-42 SIGNALIZATION EXISTING CONDITION S. SHEET p:. 4 SHEET 21 OF 81 EO NO. FEDERAL AU PROJECT UO SxEET T 6 CRP • I(2L1MV ,Lc, / 3 .Y2x A. 00MER sr ATE rA COUNTY 6622 qY TEXAS DSE w2' D HARRi6 t'' . . . "r. SECT GH"AY "D �\ SCALE: 1" • 20' cO Go It. Cot, ETA SIGNAL HEAD SCHEDULE INDICATION DESIGNATION LEGEND Q ® ® c STRAIN POLE R a C O ® ® ® ®—.p SIGNAL HEAD ELECTRICAL SCHEDULE 1 WAN, 3 SRI ONT g 7 9 to � � 12" LENS HORIZONTAL �% CABLE RUN DESIGNATION SIGNAL HEADS PULL BOX W RUN ABCDEFGHJ KLMNPORST m CONTROLLER CABINET ITEM DESIGNATION TO CROSS TO CROSS W ® ® _ 8— GONTROIIGI CABINET 3 STREET � . STREET �1 — GAL V . RIGID METAL CONDUIT POWER •6 XHHW J 1R9i DHEY tp PUSHBUTTON PUSHBUTTON 2/C 14 3 3 5 s 5 2 2 .(� 1 WAY, 4 SECTION L - 33 LOOP DETECTOR SIGNAL 4/C-•14 1 1 1 1 1 2 2 WNT FOR WAIT FOR 12" LENS HORIZONTAL • CABLE 4/C- •14 1 2 3 3 4 3 2 1 1 B WALK SIC UL WICK SIGNAL SIGNAL HEADS 7/C • iM1 1 I 1 1 2 w/"LEFT ON DREADROW ONLY' C� DIRECTION OF TRAFFIC FLOW R10 hoR R10 4oL SIGN AND DOWNLIGHT _� LUMINAIRE LOOP ' M1 6 4 5 DETECTOR - • 14 H i 2 2 2 2 2 2 PEDESTRIAN SIGNAL DONT Wi THRU WB HEAD 7 1 1 1 1 NALK INTERCONNECT 12/C-•12 a PEDESTRIAN PUSH P BUTTON d SIGN pk 3 1 i 1 ULTRASONIC DETECTOR GALV. 2" 1 1 1 1 P82,P84 PB1.P93 0 III IPB6,PB8 PBS,PB7 CONDUIT 3" 1 S 4" STREET SIGN P "SPENCER HWY . " POLE I '('1 PB1 . PB2 O II R. O. W. • POLE B R � K I wa R li I sql R. O. W. 1 _._ W2 B A L-6A WI 3 z __ 10 STREET SIGN _— -- - "BLUEBERRY " I __ -O 180 '—' �= l-6C ___ J 9 _ H }•mss ' P, �-- SPENCER HIGHW Y C� I ( TIP . ) 205+00 3 202 +00 I l-5 L ________ STREET SIGN C� __ __ . 190 ' "SPENCER HWY . " M __ CJ L-2C _._ -- _— —_ STREET SIGN l-2B D "BLUEBERRY " 5 --_ —__ y; 6 --' C W6 pa. K3 L-2A f B / \=l W5 - - - - - - - - - - - - - - - - - D � - - - UlT5—g� F E POLE 2 R O. W. P83 , PB4 NOTES : T POLE 3 DETECTORSCHEDULE 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS PBS , PB6 _ AND QUANTITIES . TYPE SIZE AMPLIFIER SETTING FUNCTION DETECTOR 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO L-1 6 ' X50 ' I PRESENCE CALL d EXTEND of APPROVAL BY HL d P ANY ADDITIONAL MATERIAL POLE & CONTROLLER LOCATIONS L-2A 6 ' x6 ' 2 PULSE CALL d EXTEND m2 REQUIRED TO MEET FINAL LOCATION SHALL BE L-2B 6 ' x6 ' 2 CALL & EXTEND m2 CONSIDERED INCIDENTAL TO ITEM " INSTALLATION DESCRIPTION STA& LSE OFFSETa PULSE. L_2C 6 ' x6 ' 2 PULSE CALL & EXTEND 02 OF HIGHWAY TRAFFIC SIGNAL " . POLE NO L-4A TOTAL 4' 3 PRESENCE CALL d EXTEND 04 AM i 34 ' STEEL STRAIN POLE 205 +45 44 . 5 ' LT . L-4B 6 ' x5O ' 3 . CONDUIT RUN ' T ' CONSISTS OF A SPARE 2 " CONDUIT PHASING DIAGR L-5 6 ' x5O' 4 PRESENCE CALL d EXTEND m5 FOR FUTURE USE • RING 1 34 ' STEEL STRAIN POLE 205+35 44 . 5 ' FIT , L -6A 6 ' x6 ' 5 PULSE CALL d EXTEND m6 2 w/ 10 ' LUMINAIRE ARM d FIXTURE PULSE CALL d EXTEND 06� P'I L-68 6 x6 5- o L-6C 6 ' x6 ' 5 PULSE CALL d EXTEND 06 u co I 3t 34 ' STEEL STRAIN POLE 204 +57 44 . 5 ' RT . PRESENCE CALL d E%TNED 08 TRAFFIC ENGINEERING M DESIGN SYSTE6(S, INC. LILTS-8 34 ' STEEL STRAIN POLE 204+57 44 . 5 ' LT . 5 [0i gT AB i 4s w/ 10' LUMINAIRE ARM d FIXTURE TO BE SPLICED IN PARALLEL TO 1 -2/C tt14 SHIELDEDO NO' O GROUND AMTD .FFI W/ rJEMATUAT Bo 204 +78 69 . 0' lT . antEar USED CONTROLLERd :umflIw . u^° STATE DEPARTMENT OF HIGHWAYS FULL TRAFFIC ACTUATED `"° °I°"°`°` an AND PUBLIC TRANSPORTATION CABINET CONTROLLER . 56ni BARRIER RING 2 SPENCER HWY . AT BLUEBERRY • ` POLE MOUNTED METER , SERVICE DISCONNECT AND •P . E . CELL . L /' 19gy SIGNALIZATION } POLE MOUNTED JUNCTION BOX PROPOSED LAYOUT e STATIONS/OFFSETS FROM I SPENCER HWY . SHEET 22 OF 01 FEO.RO. FEDERAL NJ PROJECT N0. VaN CRP 9IE≥L1 I • ' OUNr .W E& .A OOMC-R ppµyyy(�� STATE SSTTN0 C Y 56727 `\{� Pry TEXAS O 12 HARRIS T \ t CONT. SECT. JOB G R A Rx Y NO. SCALEI 1' 20' rritJlli IL ocFI Y• cI ran 90 ' 88 ' 5116" GALVANIZED 21 ' 11 ' 16 PHOTOELECTRIC CELL ANIZED ice--. 29 I GUY WIRE 61 " GALV ( HIGH STRENGTH ) R6 GUY W [ RE( HIGH STRENGTH ) SPENCER HWY. N RAc _ BLUEBERRY P A G 1, 6" GALVANIZED Rk UY CRY 1.16 " GALVANIZED ? II RI GUY WIRE ISWAY I • GUY WIRE ( SWAY ' CABLEI ( HIGH STRENGTH ) ULTRASONIC DETECTOR CABLE ) IHIGH STRENGTH ) r - i I PB3 SERVICE DISCONNECT `o s Pal II PB2 ICI 'I��I ? POLE 2 •P IIII POLE 1 i� a III m OLE Y ( III fJ' VRP ELEVATION LOOKING ELEVATION LOOKING !� � NORTH I FAST N . T . S . N. T . S . ALL STEEL STRAIN POLES TO BE 3q ' 89 ' I PHOTOELECTRIC CELL 78 ' WEATHERHEAD 5, 6" GALVANIZED 21 ' 11 ' 16 1,G" GALVANIZED 11 ' GUY WIRE SERVICE DROP GUY H RE JUNCTION BOX ( HIGH STRENGTH ) ( HIGH STRENGTH ) 1 SPENCER HWY. _ F VXor uu . P A c BLUEBERRY R n � \ 3-#fi XHHW 4 J 1 1 " CONDUIT S:..l:.a:a ; lG" GALVANIZED tulO i ., 116" GALVANIZED I Cu? WIRE ( SWAY CU? WIRE ( SWAY CABLE ) ( HIGH STRENGTH ) CABLEI ( HIGH STRENGTH ) 7y r I�. ULTRASONIC DETECTOR (�. II ,: LL PBS PBfi o `a ii w I I ,o �- SERVICE DISCONNECT ci m IIII POLE 4 II IIII m POLE 3 j ry POLE 3 ,Ey POLE . 2 .� oR n p �• R /_\_ ( ' , , . D ELEVATION LOOKING �4L ELEVATION LOOKING D ' ' = CEST '. I � T EL NETS. N . T . S . ELECTRICAL SCHEDULE ITEM DESIGNATION ABC 0 E F G H J IK L M NIP O R SIT TRAFFIC ENGINEERING 6 DESIGN SYSTEMS, INC. POWER •6 XHHW 3 2/C- • 14 3 3 5 5 5 2 2 10 SIGNAL 4/C- •14 1 1 1 1 a 3 2 B 2 2 `o'd.q,°„ON STATE DEPARTMENT OF HIGHWAYS CABLE 5/C-•14 1 1 i i 1 2 000m`,R OMER.�P.E. 56,21 Wiz ',^ AND PUBLIC TRANSPORTATION vc-• ta c � �,P �l� " SPENCER HWY . AT BLUEBERRY LOOP xH W s z t9gz SIGNALIZATION DETECTOR2/C- 4 (SHIELD) 2 2 2 2 2 z qls ELEVATION DETAILS INTERCONNECT 12/C- •12 1 1 I SHEET 1 OP et 3 1 E�.RA EEA6Pu uA PRoJccl xo. SET CA!. . 1 i KZ<L .A.OOYER ' 16 :: FP CII(_lYIY Gr- 9(i2 CONDUIT 4" 1 1 56]x] TEX,f s'12 an HARRIS 4" 1 �qAc [ -°✓ ' � 'q '3� TEXAS A 12 HARRIS Cola. SECT. )IOHWAYNO.LTCI ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) UNIT QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTION ESTIMATE FINAL EA . I vxtSE CYCLE ND. 1 2 3 CONTROLLER . B-PHASE FULL-ACTUATED w/ INTERNAL T . B . C . UNIT EA 1 1 2 3 4 LENGTH 60 70 35 CABINET , CONTROLLER ( GROUND MOUNTED ) w/HARDWIRE INTERCONNECT T1°. OFFSET 07. 07. Oz POLE • 34 ' STEEL STRAIN ( SP 34D-100 ) EA. 2 MINIMUM _ _ _ 2 P1 SPLIT 0 - 0 ' STEEL STRAIN ( SPL 340-1001 EA . 2 GAP - 2 P3 SPLIT 0 D POLE . 34 EA . 2 MAX I P4 SPLIT 257. - SIGNAL HEADS iW-45 . 12 " LENS IRRY"-G OFF / MAX II - - - - P1 LAG OFF _ O OFF EA . 8 y L . 3 - 3 P3 LAG OFF OFF SIGNAL HEADS IW-3S . 12 " LENS ( RYG ) EA B RED - 1 - I SPLIT C2PS - C255 SIGNAL HEADS . PEDESTRIAN "WALK - DON ' T WALK " ( 12 " ) EA. 8 WALK IF C2PS = ON - CYCLE 2 USES CYCLE I SPLITS PUSH BUTTON , PEDESTRIAN PED . CL . - 15 - 0 EA . 1 DET . - MAX IF C2SS = ON - CYCLE 2 USES CYCLE 3 SPLITS CELL . PHOTOELECTRIC EA . i DISCONNECT . SERVICE EA. 5 ROD . S'6" x 8 ' GROUND EA . 2 _T II.fE BASE COORDINATORBASELIGHT . FLUORESCENTDETECTOR . ULTRASONIC ( POLE MOUNTED ) EA. 1M117" ME "emu DAYS CYC OFFSET CYCLE OFFSETEA. 500 A 9 2 2 C1 60 SEC . 01 28 SEC .AMPLIFIER . LOOP EA 6L2 70 SEC . 0 15 SEC .BOX . PULL w/EXTENSION EA i00 P 9 2 3 C3 03 I4 SEC .BOX . 00 P 9 1 1 O4 25 SEC .JUNCTION ( POLE MOUNTED ) EA . 100 A 7 2 3 OSSIGN . "LEFT ON ARROW ONLY " ( 12 " . x 36 " )SIGN , "SPENCER HWY , " ( D3-1 ) ( 18 " X VARIES l EA . 2 600 P 7 t i EA . 2 SIGN . "BLUEBERRY " ( 03-1 ) ( 18 " x VARIES ) SIGN. "TO CROSS STREET --3 PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 ". ) ( R10-40R ) EA . 4 10-IOU • SIGN . "TO CROSS STREET 4- PUSH BUTTON WAIT FOR WALK SIGNAL " 19 " X 12 " I IR i F• 240 WIRE . #6 XHHW L . F . 2025 WIRE . #14 %NNW L . F . 380 WIRE . '1c " GALV. GUY ( SWAY CABLE ) ( HIGH STRENGTH ) L . F . 955 WIRE . S'1s" GALV. GUY ( HIGH STRENGTH ) 1230 CABLE . #14 /2C ( SHIELDED ) L . F . 1581 CABLE . #14 /2C L . F . 380 • CABLE . #14 /4C L . F . 1191 CABLE . #14/5C L . F . 364 CABLE . #14/7C L . F . 185 CABLE . #12/12C ( INTERCONNECT ) L . F . 80 CONDUIT . 1 " RIGID METAL L . F . 450 CONDUIT . 2 " RIGID METAL L . F . 60 CONDUIT , 3 " RIGID METAL L . F . 60 CONDUIT . 4 " RIGID METAL CONCRETE . CLASS "A" L . S . 1 • HARDWARE . MISC . EAR 10 DETECTOR . LOOP UNIT SAFETY LIGHTING • jM DESCRIPTION ECABLEs IRE 10 ' 0 WATT HIGH PRESSURE SODIUM 2CATT HIGH PRESSURE SODIUM ISC . TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING STREET . SPENCER . BLUEBERRY SPENCER BLUEBERRY =� thtad by STATE DEPARTMENT OF HIGHWAYS Na "'"` �' °°M`q" E °` AND PUBLIC TRANSPORTATION DIRECTION WBL EB sB EBL WB ' '' 3' l* PHASE 1 2 3 4 5 6 7 8 � �/� . ,_9z SPENCER HWY . AT BLUEBERRY MINIMUM GREEN 5 . 0 10. 0 2 . 0 5 . 0 10 . 0 2 . 0 A SIGNALIZATI0N EXTENSION 2 , 0 3 . 5 2 , D z . o 3 . s 2. 0 BASIS OF ESTIMATE & TIMING MAXIMUM GREEN 13 . 0 70 . 0 40 . 0 25 . 0 70 . 0 40 . 0 YELLOW CHANGE 3 . 0 0 . 0 4 . 0 3 . 0 4 . 0 4 . 0 SHEET 24 OF 01 ALL-RED CLEARANCE 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 KZN. A uouER =pf� v NO vxT 2T r�°. 56.35 . 0 - ' S ' D tl Yiv r:tc -3PEDESTRIAN WALK - 5 ' 0 19 0 I 56727 4 . . COUNTYPEDESTRIAN CLEARANCE - 7 . 0 19 . 0 - 7 . 0 ,� ! y RECALL - OFF ON OFF OFF ON OFF HmRSoo:f reriN N° Ii.' '- (ILLS LEGEND • 9 TRAFFIC SIGNAL POLE • o--p SIGNAL HEAD • SIGNAL HEAD SCHEDULE .p POWER POLE • INDICATION DESIGNATION -p- STREET NAME SIGN• LOOP DETECTOR R A C 2 4 I WAY, 3 SECTION 10 11 _� 12 LENS L GNPL HORIZONTAL GROUND MOUNTED CONTROLLER CABINET R R A , G 3 5 r_y DIRECTION OF TRAFFIC FLOW I YlAY, 4 SECTION S 12 • 12" LENS HORIZONTAL +YTT ENTER GAS LINE w SIGNAL HEADS t I z w z r RIGID METAL CONDUIT R R AG 6 B = II T _ _ 1 WAY, 4 SECTION VIUi II -- WATER LINE 12" LENS HORIZONTAL SIGNAL HEADS II - - - - - - - SANITARY SEWER JA i WAY, 4 SECTION ' III - }L7r lUI • -- — ' STORM SEWER POWER POLE W/ 12" LENS VERTICAL 1 7 — SW BELL TELEPHONE CONDUIT uMETER 6 SERVICERIG [ METAL SIGNAL HEEDS z w � DISCONNECT CONDUIT z xswelI �a ' D DUAL MAST — [ — HL J' AERIAL CABLE To ¢ ARM POLE I � .. r- TRAFFIC ujLzlujL — o ~ o ,., .- ✓ SIGN1sN SIGNAL POLE aI W_III rI . 4= F O.O.: : : II ry kph z w n a - _ fl• O . W. 3 _ _ _ _ _ R . O . W. .. _ _ - • _ t .- - -- - a - - - SIGN I t a SPENCER HIGHWAY __ __ "LEFT TURN �� 9 SWOT 4C491 /_________ c __-- SIGNAL ' -•- -_-_----- C ' 2 1500I �-- - _.'__ .�9_ . - 8 ; i" I B SIGN l 215.00 " 211,p0 __ t...1 ! : . LEFT TURN I �> __ _ ' ♦I PRO -6 ' X3 ' BOXES __ _ _ _ I I —P S SIGNAL ' _ �- 3 2 J 's �_ 30 " SN. _ _ _ I b 1� � Y - - _ - - - 24 " STM. PPOP . 10' x6 ' BOX - - J - - i l - - _ _ - - - - - - - PROP 9x6 BOX I _ _ ROW I PROP , 8 " WL J l• ti NOTES : 1 . LOCATION OF UTILITIES SHOWN AR E APPROXIMATE . �s . : . z, IT IS THE CTOfl5 RESPONSIBILITY TO I w IIII - � , s- LOCATE ALL UTILITIES WORK . ( PUBLIC AND PRIVATE ) I ,I' a wj PRIOR TO COMMENCING WORK . THE CONTRACTOR /0 TRAFFIC w o . i 1 SIGNAL POLE i IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND II - U, DUAL MAST _J / _� wJw PRESERVE THESE UTILITIES . WHETHER UNDER- ARM POLE / UI _ I = w, GROUND . ABOVE-GROUND OR OVERHEAD . I J III IJ o 2 . CALL THE UTILITY COORDINATING COMMITTEE AT IIIN 4 I ( 7131 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION a. III• IIIUi IN AREA. oI w TRAFFIC ENGINEERING t DESIGN SYSTEIfS, INC. J ' llali i .� 11 ,�,Po.,,„q STATE DEPARTMENT OF HIGHWAYS tfZ4ocuento asEn.trc dby p AND PUBLIC TRANSPORTATION %?c as SPENCER HWY , AT BURKE '-/7 199y SIGNALIZATION EXISTING CONDITION hi SHEET 25 OF 81 FEO PO, FEOER,L AS PROJECT NO. Sn.. :'... •• ; • ••.,, 6 CP,P 41(2ti \ -t CiLt- 13 fSZNAbAAWOOIAER TO COUNTY e56]1) HARRi5 ,.Ar k4 - /q4' TEXAS os,2r,o 1' SECT. SCALE: t" - 20' I2 I' 5 RMMMr NO. En- ELECTRICAL SCHEDULE SIGNAL HEAD SCHEDULE MDICA7ION DESIGNATION LEGEND ITEM RUN ABCDEF. GHJ LMNPORSTUVW DESIGNATION O STRAIN POLE POWER #6 XHHW 3 R A G Q Q Q • STEEL POLE 2/C-#14 1 2 2 3 6 4 To544522 12� LENSHORIZOLL O Q it 12 SIGNAL 4/C�C14 ( ! I 2 2 2 5 2 2 2 1 1 m SIGNAL HEADS 0--r SIGNAL HEAD CABLE 5/C-#14 � 1 _ OX CABLE RUN DESIGNATION ' 7/ -#t4 2 2 3 3 ? I ' ' IF OO ■ PULL BOX LOOP #14 XHHW 2 4 6 8GROUND MOUNTED DETECTOR 2/C-W74 15HL0. I 2 2 2 7 5 3 3 3 - - - - - CONTROLLER CABINET i WAY, 4 SECTION — — , GALV. RIGID METAL CONDUIT INTERCONNECT 12/C-tsf2 2 2 2 2 . . - _ ___ __I_ - - 1Y' LENS HORIZONTAL L- # LOOP DETECTOR - SIGNAL HEADS t ' itFf 1 /"LEFT ON ARROW ONLY" GALV• 2 J1 W SIGN AND DOWNLIGHT CJ DIRECTION OF TRAFFIC FLOW CONDUIT 3 \ _ ` 1,qV 1 = Q -® LUMINAIRE I m ' I PEDESTRIAN SIGNAL PUSH TOSS TO CRO55 i ( HEAD , . BUTTON STREET ♦ 4e STREET II " PEDESTRIAN PUSH FOR PUSH BUTTON PUSH BUTTON BUTTON A SIGN WN-K WAIT FUR WNT FOR y ( STREET SIGN SIGNAL WALK SIVNPL WALK SK;r4PL 'SPENCER HWY . ' . . R10-4 R10-4aR R10-4a1 @;l.. T DONT O O 4. PDL4 P ® WALK w1 THRD W12 - POLE 7 PB9, PB10 P82, P84 PK PP83 P87E PB W 1 W /-TELEFFIONE C R . O. W. P86, PBS PB5, PB7 / POLE . R . O. W. 2 3 A a ►� I > N LA a STREET St6U _ — — - - ._ _ _ _— - - � 6URKE' _ T 11 — 780' — C= L-68 R - — 5 ' a L-6c L-5 ( TYP . ) 4 - SPENCER HIGHWAY 2u•o1—o I --fv _ . 215. 00 I-� - - I - L-2C l=J 180 ' 5 — b L-2B b H 5 — STREET S(GAI - -- L-2A - STREET SIGN) 6 ' EURKE ' - a D ! 'SPEIIGER NW Y. " r - b Cab 70 t BAERIAL , TERCouMEcr E - - --. . . . . . . . R. O. W. 6 PROP, t2GNl2 AERrAL. INTER�fii.tNEGT PPJ POLE 2 NOTES : R. O. W- CASLE TO F3LUEBERRY STREET LI W6 --- PB3 , PB4 DETECTOR SCHEDULE 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE. . . 4 ONLY. SEE PAVEMENT MARKING SHEETS FOR DETAILS LOOP SIZE AEIPLIFIER SETTING FUNCTION AND QUANTITIES . F I L-1 6 ' x50' i PRESENCE CALL 6 EXTEND 01 2. FINAL LOCATION OF SERVICE POLE IS SUOJECTTO L-2A PULSE CALL b EXTEND 02 POLE 3 L-2B 6 ' x6 ' 2 PULSE CALL b EXTEND m2 APPROVAL BY H L . AP . ANY Z ADDITIONAL MATERIAL POLE d CONTROLLER LOCATIONS Pes . P86 I i I L-2C 6 ' x6 ' 2 PULSE CALL b EXTEND m2 REQUIRED TO IEETN. FINAL LOCATION SHALL BE t L-3 6 ' x50' 3 PRESENCE ' CALL & EXTEND 03 CONSIDERED INCIDENTAL. TO ITEM- 'INSTALLATION H •. . t . PHASING DIAGRAM POLE NO DESCRIPTION STAA OFFSETA J ( 1 L-4A 6' x6 ' 4 PULSE CALL b EXTEND 04 OF HIGHWAY TRAFFIC SIGNAL '. 1 L -48 PULSE CALL b EXTEND m4 3. CONDUIT RUN ' W CONSISTS OF A SPARE 2 ' CONDUIT 1mIC 1 1 34 ' STEEL STRAIN POLE 214+25 60. 0 ' LT. L-4C 6 ' x50 ' 5 PRESENCE CALL b EXTEND 04 - FOR FUTURE USE. 34 ' STEEL STRAIN POLE 2 W/ 10' LUMINAIRE ARN b FIXTURE 214.25 58. 0 RT. C L-40 6x50' I PRESENCE CALL b EXTEND 04 1 . . r L-5 6' x5D' I PRESENCE CALL A EXTEND 05 (J�15ED �y�t? z • /o -99 BY 7X Ltr 1 ! 3 34 ' STEEL STRAIN POLE 21J+10 62.0 pT. )(7` Jn� 7/�( ,/�f� i L-6A 6 ' x6 ' a PULSE CALL b EXTEND 06 F 11 O a 34 ' STEEL STRAIN POLE V \' I1 lJ I L-6B 6 ' x6 ' 8 PULSE CALL b EXTEND 06 • O O © PsO 4 W/ 10 ' LUMINAIRE ARM L FIXTURE 2t3+D9 58. 0 LT. — a I D L -6C 6 ' x6 ' B PULSE CALL & EXTEND 06 TRAFFIC ENGINEERING 6 DESIGN SY57EY5, INC. L-7 6 ' x50 ' 9 PRESENCE CALL b EXTEND m7. . . . . _ . I L-BA 6 ' x6 ' 10 PULSE CALL EXTEND 08 GROUND NTD. W/ NEMA80 L-80 6 ' x6 ' t0 PULSE CALL b EXTEND m8 L-8D 6' x50' 11 PRESENCE CALL A EXTEND me . STATE DEPARTMENT OF HIGH, WAYS W# n w+o = CONTROLLER CONTROLLER I i AND PUBLIC TRANS♦>ORTATION f POLE MOUNTED 1.ETER . SERVICE DISCONNECT AND P. E. CELL . SPENCER HWY. AT BURKE SIGNALIZATION A. STATIONS/OFFSETS FROM t SPENCER HWY. • � k j' PROPOSED LAYOUT I SEE NOTE29 SHEET I OF 2 ) _ . 7 'P ..g - r`+ ou. SHEET 26. . .OF 81 . . . . . ..• • • . . . . . . . . . . . . . , .. . r w m. ven 6 R t t fc .E st.rz ' ." came y . . . 2-io-9J TEXAS 12 HMRI5 cart. mu. a . wom.x rro �I SCALEI P . 20' 2n . <u:.„... .a .._"_....zc:.__.-...- ..,...S:`- -.-� ...._. —___..-Jam. _ .. .. _ SIGNAL HEAD SCHEDULE LEGEND ELECTRICAL SCHEDULE INDICATION DESIGNATION 4STRAIN POLE ITEM DESIGRUN NATION ABCDEFCHJLMNPQRSTUVW R A C OO ® 05 © ® STEEL POLE POWER #6 XHHW 3 1 WAY, 3 SECTION 12" LENS HORIZONTAL © O 17 72 e---) SIGNAL HEAD 2/C-M4 2 2 2 2 7 7 7 7 7 12 14 SIGNAL HEADS SIGNAL 4 /C #14 1 j O CABLE RUN DESIGNATION CABLE 5/C-M4 1 1 1 2 4 5 5 5 6 9 10 8 7 /C-#14 1 1 2 3 3 4 4 R R A ® 10 a PULL BOX __ GROUND MOUNTED [ UtJ ! r CONTROLLER CABINET LOOP tt14 XHHW 2 4 6 V I - - - - - GALV . RIGID METAL CONDUIT DETECTOR 2/C-#14 ISHLD . 1 2 4 2 2 6 6 6 6 6 8 12 1WAY, 4 SECTION 12" LENS HORIZONTAL L- tt LOOP DETECTOR INTERCONNECT I2/C2 1 7 1 1 1 i SIGNAL HRRRDS 1 /"LEFT ON PRROW ONLY" =J DIRECTION OF TRAFFIC FLOW 2 3 m ! UJ SIGN AND DOWNLIGHT GALV . 2 '• 1 1 1 1 t 1n OO --�w LUMINAIRE cc CONDUIT 3 ' = 11 R 1 7 ♦ PEDESTRIAN SIGNAL 4 „ 1 1 1 1 I m R 1 WAY, -I HEAD i 4 SECTION A 12" LENS VERTICAL PEDESTRIAN PUSH PUSH TO CROSS TO CROSS - SIGNAL HEADS '' BUTTON & SIGN BUTTON STREET . STREET I I R FOR PUSH BUTTON PUSH BUTTON U AR STREET SIGN w/"LEFT ON ROW ONLY' WALK WAIT FOR WNT FOR R "SPENCER HWY . " SIGN AND DOWNLIGHT SIGNAL WALK SIGNAL WALK SIGNAL S f T DONT ii R10-4 RiO-4aR RID-4aL /—P LE 4 H WALKJj WI THRU WI2 48 C t , LAW PBS J POLE I On, POLE 6 add '' Wi PB1 . P02 P07 . PB m 1 PB9OP810 P82, P84 PBi, P83 R . O. W. W / PB6, PBS P85, P67 W7 _ 1 I 2 3 W2 R . O. W. 0 12 STREET SIGN CCr L-68 it "BURKE " I . 180 ' - - '- -- p G= L-6C SPENCER HIGHWAY a �, a � � It ( TYP . ) 4 714 1� I �--1 ------ -- 1� I ✓ IL 4��-� t0 L-I 1215 00 �� 211. 00 cJ L-2C E� 180' - _ 5 M / L-20 CJ STREET SIGN _ / �_ I "BURKE` 6 J// STREET SIGN L �\ L-2A C . "SPENCER HWY . " ' _ _ _ POLE 5 NOTES : t1 ! R. O. W. R . O . W. E 9 8 _— PB3 , PB4 DETECTOR SC EDULE 1 , PAVEMENT MAKINGS RE SHOWN FOR �IEFERENCE N ____ ______________ _______ V! -- ONLY . SEE PAVEMENT M RKING SHEETS FOR DETAILS W6 I W11 W4 AND DUAkTITIE,kE _ LOOP SIZE AMPLIFIER SETTI G FUNCTION POLE 2 1 L-1 6 ' x50' 1 PRESENC CALL & EXTENDI01 2 , FINAL VOCATION{l OF SE VICE POLE )( SUBJECT TO H J P810 1Y I, L-2A 6 ' x6 ' 2 PULSE CALL & EXTEND102 APPROVAL BY Hr L . dP . NY, AODIIONAL MATERIAL L -2B 6 ' x6 ' 2 PULSE ¼ CALL d EXTENDI 02 REQUIRED TO kEET FI AL ' LOCATION SHALL BE POLE 3 G it c' L-2C 6 ' x6 ' 2 PULSE 1CONSIDERED INENTAL TO TEAI " INSTALLATION , PB6 POLE & CONTROLLER LOCATIONS P85 I 6 ' x50' 3 PRESENCE 0 LL d EXTEND 031 OF HIGHWAY TFIC SIGNAL "' ' 4 PULSE CALL d EXTEND 041 3 . COND IT RUN ' WOt3515T5 0� A SPARE 2 " CONDUIT PHASING DIAGRAM POLE NO DESCRIPTION STAB OFFSETS I L-46 6 ' x6 ' 4 PULSE CAL d EXTEND 041 FOR FUTURE USE . 1 34 ' STEEL STRAIN POLE 214+25 60 . 0 ' LT. I L-4C 6 ' x50' S PRESENCE CALL d EXTEND 04 . 4 5 EL STRAIN POLES 2/ AN0 4 REQUIRES SPECIAL Raw 1 L-4D 6 ' xSO ' 6 PRESENCE CALL EXTEND m4 34 ' STEEL STRAIN POLE 1 SIGN, SEE BASIS OF ESTIMATE SUMMARY rO O RIO 4O 2t W/ 10' LUMINAIRE ARM & FIXTURE 213+73 69 . 0' RI . I L-5 6 ' x50 ' 7 PRESENCE CALL EXTEND 06 ( SHEET 2 OF2) , NOTE 28 . /� n,� L6A 6 ' x6 ' e PULSE CALL d 'EXTEND 06 3 34 ' STEEL STRAIN POLE 213+10 69 . 0 ' RT. (i I 1 ( i / L-6B 6 ' x6 ' 8 PULSE CALL d EXTEND 06 34 ' STEEL STRAIN POLE 213+59 65 . 0 ' LT . (j I L1 LL// L-6C 6x6 ' 8 PULSE CALL d EXXENO 06 TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. O mO ➢sO 4 W/ 10' LUMINAIRE ARM d FIXTURE L-7 6 ' x50 ' 9 PRESENCE CALL d EXTEND 07 O S �i2" X 0. 0 . GALV. STEEL POLE 214+25 58 . 3 ' P.T . I m L-8A 6x6 ' 10 PULSE CALL d EXTEND 08 5 6 417' X U . U . GALV . STEEL POLE 213+09 62 . 6 ' LT . L-88 6 ' xs ' 10 PULSE CALL d EXTEND 08 GROUND MTD . W/ NEMA 80 L. 6 ' x50 ' 17 PRESENCE CALL d EXTEND 08 STATE DEPARTMENT OF HIGHWAYS CONTROLLER FULL TRAFFIC ACTUATED 213+60 80 . 3 ' LT . I L-BD 6 ' x50' 12 PRESENCE CALL d EXTEND 08 E �'r AND PUBLIC TRANSPORTATION eMNER RING 2 CABINET CONTROLLER i A _ _ 777 I :y SPENCER HWY . AT BURKE ' POLE MOUNTED METER , SERVICE DISCONNECT AND P . E . CELL . SIGNALIZATION I POLE MOUNTED JUNCTION BOX a > PROPOSED LAYOUT [1 SHEET 26 OF 81 STATIONS/OFFSETS FROM SPENCER HWY . m. 44 4 ( SEE NOTE 29 SHEET I OF 2 ) as autho On D 1' ' D. ="EET 6727 , TED[RN. ND PRD�ECT N0. DI,E ,PfZi1 .�(INE re6 CrP 9 (ze ) Ne eEe ;�.p 56727 STATE N y/7 . 194Y 9r(y :!, E®�,�E�r''ry TEXAS ols12 . HARRIS COuulY CON?. SECT. JOD w GHWAY uo SCALE: 1" - 20' E;O Zu l Z CEA I14 a 135 ' 66 ' GUY IRVANI ZED 23 ' it '__ sAsY GALVANIZED I GUY WIRE PHOTOELECTRIC II ' 15 ( HIGH STRENGTH ) -] CELL GUY WIRE JUNCTION ( HIGH STRENGTH ) BURKE BOX SPENCER HYY Iii _ x. e - A..c1 W - a. a A _ . . _ `—' BOB, nlr M 34s" GALVANIZED B_ / • G M GUY WIRE ( SWAY �,, P N CABLE ) ( HIGH STRENGTH ) } p j 3rys" GALVANIZED Ilu GUY WIRE ( SWAY a I E. CABLE ) ( HIGH STRENGTH ) R hl iT I __ _ttflii METER . SERVICE METER u 11 IF DISCONNECT ¢ - 0 SERVICE Q owi II z , m o III DISCONNECT PB1 I vWai POLE 2 I II ml P69 � POLE 4 ,6y ,I r II POLE 1 'I POLE 4 G' ./ .- -l1, --- .-v E R J QT ELEVATION LOOKING sl% ' ELEVATION LOOKING l l � (� NORTH � � I H . T . S .AS N. T. S . "..',J � ALL STEEL STRAIN POLES TO BE 34 135 ' PHOTOELECTRIC 63' 6• s" GALVANIZED 11' 36 ' CELL GUY WIRE 21SERVICE DROP 46" GALVANIZED 11 , 10j . ( HIGH STRENGTH ) � GUY WIRE WEATHER HEAD ( HIGH STRENGTH ) BURKE 18 JUNCTION �A c $PENCEft NYf R A `- \ ^ II _.. _ _ __ ,_ _ awSot Mr .. _ P p a A c R 3-tt6 XHHW �J ._ Q BOX �3- CONDUIT 34 " GALVANIZED N GUY WIRE ( SWAY ICI 346" GALVANIZED EU I R CABLE ) IHIGH STRENGTH ) ,,I GUY WIRE ( S'NAY " ovl u o Ij CABLE ) THIGH STRENGTH ) p ¢ - -r l�� c METER Dr . a Ih n Ui 9` SERVICE ,i 40 ;: III i POLE 4 DISCONNECT PBS ^ I . III PB10 `Y POLE '3 II I� POLE 2 ,� J II POLE 2 '�' 1! i ELEVATION LOOKING ELEVATION LOOKING ' EST SOUTH w � v � . T . S . By Yt N. T . S . ELECTRICAL SCHEDULE ITEM RUN A B COEFGHJLMNPQRSTUVW y e , DESIGNATION POWER tt6 XHHW Lff AFFIC ENGINEERING k DESIGN SYSTEMS, INC. 2/C14 2 2 2 2 T 7 7 7 1214 7 SIGNAL 4/C-tt14 1 1 CABLE 5/C-Y.14 1 1 7 2 4 5 5 5 6 9 10 1 NOTE : 7 /C-m4 1 1 2 3 4 4 < ,em pp g o, 1 ATE DEPARTMENT OF HIGHWAYS STEEL STRAIN POLES 2 AND 4 REQUIRES SPECIAL DESIGN ,,,,,m .,: 00%homed b AND PUBLIC TRANSPORTATION SEE BASIS OF ESTIMATE SUMMARY ( SHEETZOFZ) . NOTE 28 . LOOP #14 XHHW 2 4 6 NER E. sst2 '+: off DETECTOR 2/C-m4 ISNLO . 1 2 4 2 2 6 6 6 6 6 e tz .F2� SPENCER HWY . AT BURKE =h 99Y SIGNALIZATION INrERCONNEcr 12/C 4lz ELEVATION DETAILS I ^ 1 2 3 1 SHEET 27 OF SI GALV . 2 " 1 1 1 t 1F +,. ED. . FEDERAL AD PRD:Eci NO. CONOUIr 3 " 1 1 1 1 F 6RD CRP RIEibl I Gtc 4 ' • iFNER J tAtEE COUNTY 56]R7 Y" AG TEXAS i, .l qP4 TEXl5 Ds12 HAARIS , s �y1 k pr�\q'V SECT. JOOI_ 1444 v\ eUZL 12 aMM ' I : ' L ESTIMATE SUMMARY. OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) DESCRIPTION 1 UNIT QUANTITY .. ESTIMATE FINAL TRAFFIC SIGNAL TIMING DURING CONSTRUCTION CONTROLLER . 0- PHASE FULL-ACTUATED W/ INTERNAL T . B. C. UNIT EA . 1 CABINET. CONTROLLER ( GROUND MOUNTED ) W/HARDWIRE INTERCONNECT EA . I --- POLE . 34 ' STEEL STRAIN ( SP 340-100 ) EA . 2 INTERNAL TIME BASE COORDINATOR ' POLE . 34 ' STEEL STRAIN ( SPL 340-1001 /$P� <.!AL� EA. 2 MQ E WEEKLY PROGRAM ALIT iR `NG 1 # C EN H 1 I SIGNAL HEADS IV-4S . 12 ' LENS IRRY�G ) EA , 4 RING 2OAnfli liii SIGNAL HEADS IV-3S. 12 ' LENS ( RYG ) EA. 9 4 SIGNAL HEADS. PEDESTRIAN 'WALK - DON' T WALK ' ( 12 ' ) EA . B INTERNAL TIME BASE COORDINATOR 6 PUSH BUTTON. PEDESTRIAN EA. B SPLIT 1 NG I DAYS CELL . PHOTOELECTRIC EA . I LENGTH I I = SUN 6 = FRI DISCONNECT. SERVICE EA . I RING 2 = MON 7 _= 5AT R . KW' x 8 ' GROUND EA. 5 4 = TUE 9 E-DAY INTERNAL TINE BASE COORDINATOR BASELIGNT. FLUORESCENT EA . 4 5 THUR 0 = NEVER £A. M SPLIT NG AAPLIFIER . LOOP i R EA . 12 LENGTH __ F -RING 2 - BOX. PULL W/EXTENSION EA . 9 __ _ PHASE BOX . JUNCTION ( POLE MOUNTED ) EA . I I 1 2 3 4 5 6 7 B SIGN. 'LEFT ON ARROW ONLY' ( 12 ' x 36 ' ) EA . 4 iNITAL MAX SIGN. SPENCER HWY. ' 103-1 ) 118 x VARIES ) EA • 2 MA SIGN . 'BURKE ' ( 03-1 ) ( 18 ' x VARIES ) EA. 2 y £A.. WALK SIGN . TO CROSS STREET —> PUSH BUTTON WAIT FOR WALK SIGNAL ' ( 9 ' X 12 ' ) ( RIQ-4aR ) EA. 4 P C SIGN. 'T0 CROSS STREET F PUSH BUTTON WAIT FOR WALK SIGNAL ' I9 ' X 121 ( RIO-4 ) EA. 4 WIRE . #6 XHHW L . F . 270 WIRE . #14 XHHW L . F . 5200 WIRE . - 3)5' GALV. GUY ( SWAY CABLE ) ( HIGH STRENGTH ) ' L . F . 550 WIRE . 44' GALV. GUY ( HIGH STRENGTH ) L . F . 1585 CABLE . #14/2C ( SHIELDED ) L . F . 20OO - CABLE . #14/2C L . F . 2210 CABLE . #14/40 L. F . I 1415 CABLE . #14/70 L . F. 1005 CABLE . #12/12C ( INTERCONNECT ) L . F . j 210 CONDUIT. 1 ' RIGID METAL L . F . I 440 CONDUIT. 2 ' RIGID METAL L • F . CONDUIT. 4 ' RIGID METAL L . F . I G 5 1 CONCRETE . CLASS A' C . Y . 17 - HARDWARE . MISC. L . S. DETECTOR LOOP UNIT EA. 18 SAFETY LIGHTING DESCRIPTION UNIT QUANTITY ESTIMATE FINAL ARM. : LUMINAIRE 10' EA. 2 BALLAST. 250 WATT HIGH PRESSURE SODIUM EA, 2 - CABLE . #14/20 L . F . ' 475 BULB . 250 WATT HIGH PRESSURE SODIUM EA . 2 HARDWARE . MISC. L . S. I - �EvISED SNEFT- 2-/0- 93 8Y TXDoT TRAEPIC ENGINKERING A DESIGN SYSTBUSI INC. TRAFFIC SIGNAL PERMANENT TIMING STREET SPENCER BURKE SPENCER BURKE DIRECTION W8L EB NBL SB EBL WE SBL NB oo.u. P.. 54»I STATE DEPORTMENT OF NICHWAYS PHASE I 2 3 4 5 6 7 1 B y =jJ n � ` °e M0 PUBLIC TRANSPORTATION MINIMUM GREEN 5 . 0 10. 0 5 . 0 2 . 0 5 . 0 10. 0 5 . 0 2 . 0 1 / 2./7 1912 SPENCER HWY. AT BURKE EXTENSION : 2 . 0 3 . 5 2 . 0 2. 0 2 . 0 3 . 5 2 . 0 2 . 0 1 SIGNALIZATION M GREEN 16 . 0 40. 0 26 . 0 35 . 0 16 . 0 40. 0 23 . 0 40. 0 BASIS OF ESTIMATE & TIMING YELLOW YELLOW CHANGE 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 ALL-RED CLEARANCE 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 SHEET 28 OF 81 PEDESTRIAN WALK - 5 . 0 - 5 . 0 - 5 . 0 - 5 . 0 . - A2a Ao&iW ' rE0EA0. AC Pnax<r NEI. vEc* PEDESTRIAN CLEARANCE — 14. 0 — 19 . 0 — 14 . 0 19. 0 r727 3 RECALL - OFF ON OFF OFF OFF ON OFF . OFF /y\�W. TSTATE EXAS STATE M0.4R15 . . \ SECT. JOO HCNWAT NO. FG 17- Ccfl M H KTG ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BO ULANTITIES) (FOR CONTRACTOR INFORMATION ONLY) UNIT QUANTITY DESCRIPTION ESTIMATE FINAL TRAFFIC SIGNAL. TIMING DURING CONSTRUCTION EA. CONTROLLER . B-PHASE FULL-ACTUATED w/ INTERNAL T . B . C . UNIT CABINET . CONTROLLER ( GROUND MOUNTED ) W/HARDWIRE INTERCONNECT EA 1 INTERNAL TIME BASE COORDINATOR EA 2 RM in IV 5 WEEKLY PROGRAM SPLIT t C00ftOl NA Eb PING 1 D H C_ STMPOLE . 34 ' STEEL STRAIN ( SP 3340 111 EA 2 SPLIT 1 4 '„0 / POLE . 34 ' STEEL STRAIN ISPL 340-1007 (SPECIAL EA 2 LENGTH s POLE . 4 _1' O . 0 • GALVANIZED STEEL OFFS RING 2 EA . 4 4 SIGNAL HEADS IW-4S . 12 LENS ( RIG ) EA . B INTERNAL TIME BASE COORDINATOR 5 6 SIGNAL HEADS 1W-35 . 72 " . LENS ( RYG ) EA . 12 'CYC COOK NA ED M SIGNAL HEADS . PEDESTRIAN "WALK - DON' T WALK " ( 12 ' ) EA • 10 SPLIT I a ft � WG i DAYS PUSH BUTTON . PEDESTRIAN EA I ' LENGTH iSIflT 1 = SUN 6 = FRI CELL . PHOTOELECTRIC OFFSET - RING 2 2 = MON 7 = SAT EA . I M 3 _= TUE 8 = W-DAY DISCONNECT . SERVICE EA . 7 n INTERNAL TIME BASE COORDINATOR 5 = THUR 9 = NEVER Roo . IG x 8 ' GROUND EA . p rERM S ES BASELIGHT . FLUORESCENT SPLIT OORO NA _ Ea RING 1 EA. 2 SPLIT 1 BASELICHT . INCANDESCENT EA 12 LENGTH 'f AMPLIFIER . LOOP OFFSET °' RING 2 EA . 2 CAP & BASE . ORNAMENTAL EA . 8 BOX . PULL w/EXTENSION. ° ' E 1 2 3 4 5 6 7 8 BOX , JUNCTION ( POLE MOUNTED ) EA : I I IALs 5_ SIGN . "LEFT ON ARROW ONLY " ( 12 " x 36 " ) EA 2 MAX 1 . c30 10 fl O SIGN . "LL? INUN AMMUW ONLY " ( R10-5L ) ( 1B " x 24 " ) EA 2 MA SIGN . "SPENCER -HWY . " ( D3 -1 ) ( 18 " x VARIES ) YEl LA . 2 RED SIGN , "BURKE " ID3-1 ) . ( 18 " x VARIES I EA 2 WALK SIGN . "PUSH BUTTON FOR WALK SIGNAL " ( 9 " x 12 " ) ( RIO-4I PED . CL . I n F SIGN . "TO CROSS STREET --3- PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 ' ) ( RID-4OR ) EAA* 4 4 T SIGN . "TO CROSS STREET • 9 PUSH BUTTON WAIT FOR WALK SIGNAL " l9 " X 12 " 1 ( RIO-4 GL ) L F . 270 WIRE . #6 XHHW - L . F . 4250 WIRE . #14 XHHW L . F . 290 WIRE . 5,5" GALV . GUY ( SWAY CABLE ) ( HIGH STRENGTH ) L . F . 1175 WIRE . 54s" GALV. GUY ( HIGH STRENGTH ) - L . F . 2800 CABLE . #14/2C ( SHIELDED ) L . F . 2279 CABLE . #14 /2C L . F . 58 CABLE . #14 /4C L . F . 1818 CABLE . #14 /5C L . F . 555 CABLE . #14/7C L . F . 210 CABLE . #12/12C ( INTERCONNECT ) L . F . 300 CONDUIT . 1 " RIGID METAL L . F . 1075 CONDUIT . 2 " RIGID METAL L . F . 50 CONDUIT . 4 " RIGID METAL COY , 17 CONCRETE . CLASS "A° L . S . 1 HARDWARE . MISC. EA , IB DETECTOR LOOP UNIT SAFETY LIGHTING // UNIT QUANTITY DESCRIPTION ESTIMATE FINAL ARM. LUMINAIRE 10 ' EA' 2 !/ fI •� BALLAST . 250 'WATT HIGH PRESSURE SODIUM EA • 2 CABLE . #14 /2C L . F • 287 II(fl BULB , 250 WATT HIGH PRESSURE SODIUM EA' 2 HARDWARE . MISC . L . S . 1 `t, A TRAFFIC ENGINEERING h DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING ..maoc.=era The � ,n , SPENCER BURKE SPENCER BURKE `°`°"<""°i ou1eO"e° " , DEPARTMENT OF HIGHWAYS STREET Mcn RE. se72T E , STATE rDIRECTION WOL EB 3SB FRI WEI SBL NB AND PUBLIC TRANSPORTATION 1 2 3 4 5 6 7 8 PHASE � �� 9qz `y SPENCER HWY . AT BURKE MINIMUM . 0 EEN 5 . 0 10. 0 5 . 0 2 . 0 5 . 0 10 . 0 5 . 0 2 . 0 SIGNALIZATION EXTENSION 2 . 0 3 . 5 2 . 0 2 . 0 2 . 0 3 . s z . o 2 . 0 BASIS OF ESTIMATE & TIMING MAXIMUM GREEN 16 . 0 40 . 0 26 . 0 35 . 0 16 . 0 40 . 0 23 . 0 40. 0 \` l E ''. . SHEET 28 OF 81 YELLOW CHANGE 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 EO N�. FEDERAL AD NO. 'MEET ALL-RED CLEARANCE 1 . 0 1 . 0 1 . 0 1 . 0 10 1 . 0 I . 0 t . 0 ofzrL o 'R 7 s . o 5 . 0 5 . 0 5 . 0 . . .. . / / s aP 91 /zo- ) M1 ctc / PEDESTRIAN WALK — — 7 sr.re sr.RD OU.+rY PEDESTRIAN CLEARANCE - — 14 . 0 — 19 . 0 — 14 . 0 — 19 . 0 •'^ s;, tt.�4 \,gas s ,E D \ TCx,5 D 12 HPARS RECALL OFF ON OFF OFF OFF ON OFF OFF D v Dv SEOr, Joe warw.r FE:L 11 CC'h hA NO. $i LEGEND O TRAFFIC SIGNAL POLE w 0 O p-y SIGNAL HEAD S a -p- POWER POLE v STREET NAME SIGN SIGNAL HEAD SCHEDULE wl LOOP DETECTOR INDICATION DESIGNATION Gf(�� DIRECTION OF TRAFFIC FLOW ENTEX GAS LINE 1 12 LEN53H SECTIONAL 0 © O O SIGNAL HEADS _.............__ . RIGID METAL CONDUIT O -- WATER LINE SANITARY SEWER II — w POWER POLE W/ METER F,F m w — — — — — — STORM SEWER 6 SERVICE DISCONNECT 1 STEEL POLE — SW BELL TELEPHONE CONDUIT EXIST . STEEL POLE W/ 20' MAST ARI.I W/ 35 ' MAST ARM & 0 — E — HL & P AERIAL CONTROLLER �s I 3 S E R . O. W. - - - - - - - PROP . 6 " WL — — PROP . 8 " WL • 3 4 6 " ENTEX SWBT CO. 6 " ENTEX - - _. _._ — __ — _ _._ ._ _-0-- --a —__ MR 4 4293 _ SWBT CO. __ — '—' -- - - - 2 �po -- -- C= SPENCER HIGHWAY f-- MH si 4292 — C.� i .�—G � • - --- rte- 6�-I-- H - - - -- ---I--- 5 _ _ 12 " WL . os OS 7 _ _ _ _ _ _ _ y _ — p _ � 24 " $TM ! _________ _ _ — — - - - - — - - — rPROP / 2 ' WL R . D. Wi s. v 11 II NOTES : 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . m {} i 1 IT IS THE CONTRACTORS RESPONSIBILITY TO I I LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) 1 I STEEL POLE W/ 20 & 35 ' MAST ARMS PRIOR TO COMMENCING WORK . THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL I I ' DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND I PRESERVE THESE UTILITIES , WHETHER UNDER— . �, GROUND . ABOVE—GROUND OR OVERHEAD. 2 . CALL THE UTILITY COORDINATING COMMITTEE AT 1713 ) 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN AREA. UI TRAFFIC ENGINEERING 6 DESIGN SYSTEMS, INC. I UP stop tN„ DEPARTMENT OF HIGHWAYS PP o.•v e4 STATE accvmmt Oo.VA ,.�P,ez.a >, I Mxau oDUFFl. PE ssm A ND PUBLIC TRANSPORTATION �9 SPENCER HWY. AT BAYSHORE SIGNALIZATION f1 �lY� EXISTING CONDITION -- I V •,v.''"i. ,,c SHEET CT OF H81 II FED.RD fE0[D.,v. _ __ PROJECT N0. SNEET ' i:;w oau[a" s CRS 1 zC4 FI etc 3/,ct $6J2J STATEO. STATE COUNTY .. TEXAS m DSECT. aoe HARRIS . cfNAYY\4 SCALE! 1" - 20' 9%024 1 `/_ D(Y' ppi F! N uJ SIGNAL HEAD SCHEDULE LEGEND p INDICATION DESIGNATION STRAIN POLE ELECTRICAL SCHEDULE G I R A G ® ® ® ® SIGNAL HEAD -- m t WAY, 3 SECTION ® ® ® Ip CABLE RUN DESIGNATION ITEM DESIGRUN NATION A B C D E F G H J K L M N P O R S T U {jl 12" LENS HORIZONTAL 3 TO CROSS TO CROSS SIGNAL HEADS S PULL BOX POWER r:6 XHHW STREET �i> STREETL . 8 GROUND MOUNTED CONTROLLER CABINET 2/C,-tttq . 3 3 5 5 5 22 10 PUSH BUTTON PUSH BUTTON R R A 8 O3 B® - - - - - CALV. RIGID METAL CONDUIT SIGNAL 4 /C #14 1 WNT FOR WNT FOR I ul Ex CABLE 5/C-#I4 1 2 3 3 4 3 2 1 1 B k6x qtr L- tt LOOP DETECTOR 7 /C-M 4 1 1 1 1 1 2 WICK SIGNAL WICK SICNN. 1 WAY, 4 SECTION /� 12" LENS HORIZONTAL �� DIRECTION OF TRAFFIC FLOW LOOP 6 2 4 R10- 4aR R10-4a1 4 SIGNAL HEADS — LUMINAIRE DETECTOR / -#14 H 1 2 2 4 2 2 6 8 lJ w/"LEFT ON ROW ONLY' SIGN AND DOWNLIGHT PEDESTRIAN SIGNAL INTERCONNECT 12/C-tt12 1 1 1 I n HEAD OONT S PEDESTRIAN PUSH 1 " 3 1 2 O O I K WITHRU WB BUTTON d SIGN GALV• 2 " I 1 t 1 P82, PB4 PBL P83 of WALK CONDUIT 3 ' 1 i 1 PB6, PBS PBS, P87 4„ STREET SIGN 'SPENCER HWY . ' E POLE I PBI . P82 O POLE 4 R a ea a PBT . P08 T L 8 R. O. W. I 0 W2 L/ A L-GA W7 R — 1 2 K 10 S 1 N L-60 C� —STREET SIGN F 780' 4(,9 'BAYSHORE ' f L-6C C� J 5 ' J SPENCER HIGHWAY 1 220+00 l-5 --�.— l-1 I �— __ 1 --a --�' "'- i--_.--�--- B I — ISTflEET SIGN PORTER HWY . ' L-2C _ 180' 4 P �� TREAT SIGN C7 L-2B H 'BAYSHORE ' 5 '— — L-2A B C W6 �I 7 6 F W3 R . 0• W. POLE 2 �� G \ R . 0• w. UI W4 POLE 3 yC . P85 . PBS DETECTOR SCHEDULE NOTES : LOOP SIZE AMPLIFIER SETTING FUNCTION 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS L-1 6 ' x50' 1 PRESENCE CALL & EXTEND 01 AND QUANTITIES , L-2A 6 ' xG ' 2 PULSE CALL d EXTEND 02 L-2B 6 ' x6 ' 2 PULSE CALL d EXTEND 02 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO POLE & CONTROLLER LOCATIONS L-2C 6 ' x6 ' 2 PULSE CALL d EXTEND 02 APPROVAL BY H . L . 2P . ANY ADDITIONAL MATERIAL L-4A TOTAL ' 3 PRESENCE DELAY CALL d m4 REQUIRED TO MEET FINAL LOCATION SHALL BE POLE NO DESCRIPTION STAB OFFSETS CI ti f I ( L-48 6 ' x50' EXTEND CONSIDERED INCIDENTAL TO ITEM ' INSTALLATION PHASING DIAGRAM (� 11 a L-4C TOTAL ' 4 PRESENCE CALL 8 EXTEND 04 OF HIGHWAY TRAFFIC SIGNAL" . 1 34 ' STEEL STRAIN POLE 222+59 44 . 5 ' LT . L-4D 6 ' x50' 3 . CONDUIT RUN ' U' CONSISTS OF A SPARE 2 " CONDUIT RING t — L-5 6 ' x50 ' 5 PRESENCE CALL d EXTEND 05 FOR FUTURE USE . 39 ' STEEL STRAIN POLE 022+.56 54 . 5 ' RT. L-6A 6 ' x6 ' 6 PULSE CALL d EXTEND m6 e FO 2 w/ 10 ' LUMINAIRE ARM dF IXTURE L-68 6 ' x6 ' 6 PULSE CALL d EXTEND 06 USED I 31 34 ' STEEL STRAIN POLE 221 +60 44 . 5 ' RT. L-6G 6 ' u6 ' 6 PULSE CALL & EXTEND 06 TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. ttt L—BA TOTAL' DELAY l-8B 5 ' x50 ' T PRESENCE CALL d EXTEND 08 a ON 4.y 3/ ' STEEL STRAIN POLE 221 +59 44 . 5 ' LT . L-8C TOTAL' w/ 10 ' LUMINAIRE ARM & FIXTURE L—B0 5 ' x50' a PRESENCE CALL & EXTEND 08 _ Nor iSTATE DEPARTMENT OF HIGHWAYS usEB GROUND MID . W/ NEMA 80 221 +90164 . 3 LT . * 10 BE SPLICED IN PARALLEL TO 1 -2/C trl4 SHIELDED u" r CONTROLLER FULL TRAFFIC ACTUATED ? R^ AND PUBLIC TRANSPORTATION CABINET CONTROLLER . � SPENCER HWY . AT BAYSHORE BMRIER Rlrw SIGNALIZATION Be POLE MOUNTED METER , SERVICE DISCONNECT AND P . E. CELL . PROPOSED LAYOUT ) POLE MOUNTED JUNCTION BOX I TM eZAt A-oPV`",Inq an mn SHEET 30 OF 81 A STATIONS/OFFSETS FROM C SPENCER HWY . nl -a, a"Ina.o-eI byDs FEO.RO. 6r«T Pt. S613) PEC[RN. uO PROJECT NO. AF3N0 B OBNTv seIB9Y Y\q TEXAS ols12xo. HARRIS CO,R. SECT. JOB SCPLE, I" - 20' Pn2a I L C09MM rL, e.,wrre..wo .ac. 100 ' - I 99 PHOTOELECTRIC CELL , 17 516" GALVANIZED 21 11 ' 26 ' 5i6" GALVANIZED 11 GUY WIRE GUY WIRE ( HIGH STRENGTH ) WEATHEPHEAD ( HIGH STRENGTH ) / v SPEIICER HWY. - _--- • - - ( �- E Fl BAYBII0RE M R SERVICE DROP - R A .r tT A RAG 3-sr6 XHHW I1 516 " GALVANIZED xLUI OR i " CONDUIT SI! 1116" GALVANIZED GUY WIftE ( SWAY s GUY WIRE ( SWAY CABLEI ( HIGH STRENGTH ) CABLE ) IHIGH STRENGTH ) r u 3I 1 l = 0 METER x o VIII PB 2 PB 3 —PB 8 PB 1 w mU O SERVICE --� 1" III I vxi POLE 2 DISCONNECT I m POLE 1 II POLE 1 J �o II POLE 4 - . s R ELEVATION LOOKING �w `� f ' . ELEVATION LOOKING _ NORTH I FAST N . T . S . ALL STEEL STRAIN POLES TO BE 34 ' 89 ' it ' 44 5� 6" GALVANIZED 21 ' 11 ' 15 ' PHOTOELECTRIC CELL ( HIGHH 516" GALVANIZED GUY WIRE GUY SE JUNCTION BOX ( HIGH STRENGTH ) - ft BRYSHDIE ..ft. c. STRENGTH ) ;' { F .__A .. SPEIICER If6". A C li , 16 " GALVANIZED i[iiEx`� � pr p, NPor MMY 5'16" GALVANIZED 1 r' GUY WIRE ( SWAY GUY WIRE ( SWAY r I CABLEI ( HIGH STRENGTH ) CABLEI ( HIGH STRENGTH ) o { lj IQ�''ll Ili '� METER 'al d �n �J ( s I z SERVICE o DISCONNECT PB 7 PB 5 PBS m o 'II PB 4 I III 3 POLE 4 0 r 1 m POLE 3L LI it POLE POLE 2 Ey .„ D ELEVATION LOOKING OR ; s o u ELEVATION LOOKING Sl �rro SOUTH. I - N . T . S . N . T . S . ELECTRICAL SCHEDULE ITEM oE51GNATION ABCDEFGHJKI MNPORSTU POWER , 6 XHHW 3 TRAFFIC ENGINEERING L DESIGN SYSTEMS, INC. 2/C-:14 3 3 5 5 5 2 2 10 SIGNAL 4 /C-#14 1 CABLE 5/014 1 2 3 3 4 3 2 1 1 88 STATE DEPARTMENT OF HIGHWAYS 7/C-_14 1 1 1 1 1 2 N2N.doctme6. 00MER• PE. 5672] E AND PUBLIC TRANSPORTATION . Ae LOOP tt 4 H w 6 z a �J—"— SPENCER HWY . AT BAYSHORE DETECTOR /Ctt1415H i 21 2 4 4 4 2 2 68 1./7 199 >•- SIGNALIZATION INTERCONNECT 12/C #12 1 1 1 1 1 ELEVATION DETAILS SHEET 31 OF 8E GALV . 2 3 1 / 1 z 1 E n .{' ORD rE0 RAt u0 PROJECT NO H. T CONDUIT 3 ' irzei: noou'ed ' : rVa CAP91Cze Mti ee� 370 4.. Ii 5 ] ] STATE 51TE COUNTY TCXA5 12 HARRIS COWL Di SECT. J00 CHw Ro zo 2- Oa', w M A. i u .Nw,cun.a .ou ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) TRAFFIC SIGNAL TIMING DURING CONSTRUCTION (FOR CONTRACTOR INFORMATION ONLY) QUANTITY - UNIT CYCLE NO• 1 2 3 ESTIMATE FINAL 70 35 DESCRIPTION PHASE 1 2 3 4 LENGTH 0 LA. 1 OFFSET 07. 07. 07 vuxcTtav 9 p1 SPLIT - EA. 1 MINIMUM - 25 p3 SPLIT - _ CONTROLLER . 8-PHASE FUROUNDTMOUND D ) INTERNAL T . B . C. UNIT EA 2 GAP - _ p4 SPLIT OFF CABINET . CONTROLLER ( GROUND MOUNTED ) W/ HARDWIRE INTERCONNECT MAX 1 - _ ri SLAGPL OFF - OFF EA• 2 MAX II - P3 LAG OFF - POLE . 34 ' STEEL STRAIN ( SP 340-1001 LA . 2 YE 3 3 SPLIT C2P5 - C2SS POLE . 34 ' . STEEL STRAIN ( SPL 34D-100 ) EA 8 RED ) SIGNAL HEADS IW-45 . 12 " LENS ( RRY"-6 ) EA B WALK - - IF C2PS = ON - CYCLE 2 USES CYCLE I SPLITS SIGNAL HEADS 1W-35r 12 " LENS ( RYG ) PED . CL . - MAX IF C2SS = ON - CYCLE 2 USES CYCLE 3 SPLITS EA . B WALK SIGNAL HEADS ' PEDESTRIAN "WALK - DON' T WALK ' ( 12 " ) EA . ) PUSH BUTTON . PEDESTRIAN EA . I TIME BASE COORDINATOR OFFSET CELL . PHOTOELECTRICYCLE 01 28 SEC . EA . 5 SIP OUTPUT TIME u DAYS �C—Y C-L-E OF ZSET Cl1 60 SEC . DISCONNECT . SERVICE LA. 2 00 2 TIME A B I C2 70 SEC . 02 ) 5 SEC . fire' x e ' GROUND Dl C3 35 SEC . 03 14 SEC . R00 . LA. 8 04 25 SEC . BASELIGH7 . FLUORESCENT EA 6 2 0500 P 8 2 3 OS 15 SEC . tJONE 0600 P B ) 1 AMPLIFIER . LOOP FA , I NONE 1100 A 7 2 4 BOX . PULL W/EXTENSION EA . 2 05 BOX . JUNCTION ( POLE MOUNTED ) DAYS EA . 2 1 = SUN 7 = SAT SIGN . "LEFT ON ARROW ONLY " ( 12 " z 36 " I EA 2 2 = µ0N 7 = SAT SIGN . "SPENCER HWY . " ( 03-1 ) ( 18 " x VARIES 1 3 = TUE 8 = E-DAY EA • 4 4 = WED 9 = W-DAY SIGN . "BA75HO SS STREET ( 16 " X VARIES ) EA 4 5 = THUR 0 = WEND SIGN . "TO CROSS STREET —� PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( R10-40L ) L F 275 SIGN . "TO HHW STREET E— PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( n104 0L ) L F 3600 WIRE . Frio XHHW L . F . 420- WIRE . #14 XHHW L . F . 1050 W IRE . T5¢' GALVANIZED GUY ( SWAY CABLE ) ( HIGH STRENGTH ) L . F . 1790 CABLE .h6" GALVANIZED GUY ( HIGH STRENGTH ) L . F . 1580 CABLE . #14 /20 ( SHIELDED ) L F . 90 CABLE , #14/2C L . F • 1570 CABLE . #14/4C L , F , 380 CABLE. #14 /50 L. F . 190 CABLE . #14/7C L . F . 155 CABLE . #12// 20 ( INTERCONNECT ) L.F. 420 CONDUIT . 1 " RIGID METAL L . F . 105 CONDUIT . 2 " RIGID METAL C . Y . 17 CONDUIT . 4 " RIGID METAL L . 9 CONCRETE . CLASS "A" EA 16 HARDWARE . MISC .DETECTOR . LOOP UNIT SAFETY LIGHTING QUANTITY DESCRIPTION UNIT ESTIMATE FINAL EA . 2 ARM . ST' 250 10' EA. 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM L • F • 400 CABLE . #14/20 EAs 2 BULB , 250 WATT HIGH PRESSURE SODIUM L . S . I HARDWARE . MISC . TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING 6 "" 1N STATE DEPARTMENT OF HIGHWAYS The E °` �, AND PUBLIC TRANSPORTATION• SPENCER BAYSHORE SPENCER BAYSHORE fllwcs °"a ss4]ii STREET SB EBL NB NB SPENCER HWY . AT BAYSHORE wSI ED 4 5 6 7 6 SIGNALIZATION DIRECTION 1 2 3 z 0 a- z BASIS OF ESTIMATE a TIMING PHASE 2 . 0 5 . 0 10. 0 MINIMUM GREEN 5 . 0 10 . 0 2 . 0 ° SHEET 32 OF BEET 2 . 0 3 . 5 2 . 0 2 . 0 3 . 5 F- 50 . 0 a'� E xo. EXTENSION 50 . 0 10 . 0 60 . 0 R CA1 Aro PPOJEcr xo. MAXIMUM GREEN 18 . 0 55 . 0 4 . 0 4 . 0 T 6 CRP iral 2b ) M tic 39 / • 3 . 0 4 . 0 4 . 0 3 . 0 1 . 0county YELLOW CHANGE 1 0 I , 0 1 . 0 fiiAlE 01 . 0 , TE%AS 0512 HMRIS ALL-RED CLEARANCE - 5 . 0 5 ' 0 19 . 0 6 w.rPEDESTRIAN WALK 19 . 0 — 13 . 0 _13 . 0 ON OFF r02c 12 CL. wc`1N NO. PEDESTRIAN CLEARANCE ON OFF OFF RECALL _ OFF , .. LEGEND O TRAFFIC SIGNAL POLE pa I SIGNAL HEAD -9- POWER POLE U,w U STREET NAME SIGN SIGNAL HEAD SCHEDULE a S E� DIRECTION OF TRAFFIC FLOW INDICATION DESIGNATION O O O O ENTEX GAS LINE R A G 1 WAY, 3 SECTION •----••---- RIGID METAL CONDUIT 12" LENS HORIZONTAL O © O O /� ' /s _— SIGNAL HEADS WATER LINE IW I - - _ - - -- SANITARY SEWER • STORM SEWER POWER POLE W/ 15 .a - - - SW BELL TELEPHONE CONDUIT METER S SERVICE DISCONNECT STEEL POLE o -- E — HL L P AERIAL C/ TR ' LERT ARM d � z •( CONTROLLER • 13LOOP DETECTOR r w STEEL POLE o I W/ 20' MAST ARM PROP . 6 " ut ® PULL BOX - R . D. W. R . O. W. - F _ 24 " STM. _ - SWOT CO. 3 4 - - - - - - uu 4295 2 CC= __ SPENCE_ HIGHWAY 1238.00 235.00 __ 233.00 5 = � 6 _ _ - - _ PROP . 8 ' x5 ' BOX r24 " STM. _ _ _ _ _ _ _ _ _ _ _ _- f- - - - - - - - � R . O. W. - PROP . 12 " R . O. W. STEEL POLE I � NOTESs 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . W/ 20' MART ARA1 _ I STEEL POLE IT IS THE CONTRACTORS RESPONSIBILITY TO W/ 30 ' MAST ARM LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) II -� `w PRIOR TO COMMENCING WORK . THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE UTILITIES , WHETHER UNDER- 1 GROUND , ABOVE—GROUND OR OVERHEAD . 2 . CALL THE UTILITY COORDINATING COMMITTEE AT ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN AREA' TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. STATE DEPARTMENT OF HIGHWAYS- Ihe notcDpecrk n O- - I II M , AND PUBLIC TRANSPORTATION SPENCER HWY. AT WATTERS RD. Q Old / SIGNALIZATION s9a" EXISTING CONDITION V U r o EEoDEft x MD SHEET 33 OF Si PROJECT O. EE6 CRr91( Ti) Mr t4c 372. $FZAL A OOMER STATE ri TE COUx1x 56)2 > qY TEXAS 012 HPFRIS ✓O tc • \ w Y NO. fri67 Y corn SECT. wcrr SCALE' 1" 20' ____ ' N ELECTRICAL SCHEDULE o ( LEGEND a SIGNAL HEAD SCHEDULE 0 ¢ :AN STRAIN POLE ITEM RUN A B C D E F G H J K L M N P O R S T U N INDICATION DESIGNATION DESIGNATION n—► SIGNAL HEAD POWER u6 XHHW 3 E91 TO CROSS w R A G ( ® OO OO $ STREETa OX CABLE RUN DESICNATION I WAY, 3 SECTION © Oj O10 ® PULL BOX SIGNAL q /C-tt14 PUSH BUTTON3 12" LENS HORIZONTALSIGNACABLE3 3 4 1 1 2 31 8 WAIT FOR � SIGNAL HEADS GROUND MOUNTED WALK SIGNAL L _ - - - CONTROLLER CABINET GALV . RIGID METAL CONDUIT LOOP t4 W 6 2 OO - L- z LOOP DETECTOR DETECTOR 2 /C-tt14 ( SHILD ) 1 2 / 1 1 3 3 3 2 2 5 6 RIO- 4aR R10-4oL tutRl swY City C> DIRECTION OF TRAFFIC FLOW INTERCONNECT 12/C-H12 1 1 1 1 1 I 1 WAY, 4 SECTION __� 12" LENS HORIZONTAL LUMINAIRE 1 } SIGNAL HEADS PEDESTRIAN SIGNAL GALV .- 2 " 1 1 1 1 1 O O w/"LEFT ON ARROW ONLY' ` 1 i PS2, PB4 P81, PB3 SIGN AND DOWNLIGHT HEAD CONDUIT 3 " i P86, PBB PBS, PB7 PEDESTRIAN PUSH 4 ' m I DONT BUTTON d SIGN WICK WITHRU WB C POLE I P51 . PB2 POLE 4 R D P87 . P88 T W P U /1 R . O. W. R. O. W. ' .n W1 - - - - - - - - - - - - - 1_ _ _ - - - - - - - _ - - - - _ - - _ _ A i--� Wi ORS 1 2 N W2 ® L-6A 10 STREET IGN J L-6B C� STREET SIGN JJ)�j�A "WATTERS " "SPENCE HWY . ~ 180 ' _ , II L-6C 233.00 23s1 ____00 ITYP . 1 } L—i I /-- SPENCE HIGHWAY Iz38 •oo _35 L_5 w ._--T--- R �>- . _. -•� 8 61 STREET SIGN L-2C 180' "SPENCER HWY . " __ 4 _ __ STREET SIGN L-28 H 1"WATTERS " _ C J L-2A B W6 F W3 vy/- -v- - - - - - - - - - - - - - - - - - - - - - - - - - - - r _ D WS G " l U . POLE 2 R . O. W. R. O. W. ( E PB3 , L� PB4 NOTES : POLE 3 Tb 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE P85 , PBS DETECTOR SCHEDULE ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS ' - POLE & CONTROLLER LOCATIONS c AND QUANTITIES . LOOP SIZE AMPLIFIER SETTING FUNCTION 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO PHASING DIAGRAM POLE NO DESCRIPTION STAG OFFSETS j _74 6 ' xG ' 2 PULSE A o APPROVAL BY H . L . 2P . ANY ADDITIONAL MATERIAL PING 1 I 34 ' STEEL STRAIN POLE 236+27 44 . 5 ' LT. _ A N m CONSIDER TO MEET I FINAL LOCATION STALLL BE ' a I - m CFNSIDGHWA ITRIFFNCAL GO ITEM " INSTALLATION 39 ' STEEL STRAIN POLE 236+47 44 . 5 ' RT . —4 TOTAL * OF HIGHWAY TRAFFIC SIGNAL " • 2 w/10' LUMINAIRE ARM d FIXTURE 3 PRESENCE CALL d EXTEND m4 USED T - 3 . CONDUIT RUN our CONSISTS OF A SPARE 2 " CONDUIT 3f 34 ' STEEL STRAIN POLE 235+57 44 . 5 ' RT . P N m FOR FUTURE USE • p N 0 O Ror O _4 *__ 39 ' STEEL STRAIN POLE 235 +40 44 . 5 ' lT. -GB P m S TB usEO w/t O ' LUMINAIRE ARM & FIXTURE ØS TOTAL * 6 PRESENCE CALL L EXTEND 08 TRAFFIC ENGINEERING V DESIGN SYSTEMS, INC. GROUND MID . W/ NEMA 80 235 +56 72 . 6 ' LT . CONTROLLER FULL TRAFFIC ACTUATED DMPIEa alnc z CABINET CONTROLLER TO BE SPLICED IN PARALLEL TO i -2/C u14 SHIELDED DEPARTMENT OF HIGHWAYS m POLE MOUNTED METER . SERVICE DISCONNECT AND P . E . CELL . m. ..mwc.m.,q (Red by SITE „.,„t.m . . R, RI. 5G ND PUBLIC TRNSPORTATION POLE MOUNTED JUNCTION BOXK2nt •. O uEP, P.E. 54]S>STATIONS/OFFSETS FROM 1� SPENCER HY . d � PENCER HWY . AT WATTERS /L/' 4 - SIGNALIZATION }�7 ' 199 � PROPOSED LAYOUT __.. I D. EE xSHEET 34. OF SHEET 1 PROJECT INC. ".. • ; .`, FED 6nn C2P u-h a&) AIX t&c 373 • IFZAL A 00MEN STATE tr COUNTY `sni 12 TEXAS T OSt2O HARRIS 1 cO S ro NO. SCALE: 1" 20' CJZo iz ii PIR L 87 ' 91 5IE " GALVANIZED 21 ' ii ' i6 PHOTOELECTRIC CELL - 6'I6,i GALVANIZED 11 20 ( HIGH WIRE GUY 'NIKE ( HIGH STRENGTH ) L WEATHERHEAD ( HIGH STRENGTH ) SERVICE DROP . ''16„ __ _ YdiiEAS un / _ . SPEHCEA NYY. M p n x n c Jr L Rn ' c RAG N R P l' E" GALVANIZED 3-u6 XHHW ?� GUY WIRE ) SWAY GALVANIZED uPo[ Wi i " CONDUIT LL CABLE ) IHIGH STRENGTH ) 9 GUY WIRE ( SWAY L IS CABLE ) ( HIGH STRENGTH ) II • METER _ �', D U5 : I . E s o aIt SERVICE I t PB 2 w PB 3 II DISCONNECT PS 8 a ^ p PB i � ,°°Y POLE 2 POLE 1 . ILPOLE I POLE 4 ELEVATION LOOKING • s r © ELEVATION LOOKING I. FAST NORTH N . T . S . • N . T . S . ALL STEEL STRAIN POLES TO BE 34 ' 91 ' ' 90' I• 1t ' 74 ' 511 " GALVANIZED 21 ' it ' 16 PHOTOELECTRIC CELL • 546" GALVANIZED GUY WIRE GUY WIRE JUNCTION BOX ( HIGH STRENGTH ) J ( HIGH STRENGTH ) Ri YbItER5 SPERCER RWY. H R , O FIOI II f DIE" GALVANIZED R IIE 1 JUNCTION Jrx6 _ GUY WIRE ( SWAY 1 CABLE ) IHIGH STRENGTH ) BOX l6 " GALVANIZED CU? WIRE ( SWAY CABLE ) IHIGH STRENGTH ) � � = METER u of i, SERVICE I p �Ir I� pas z V PB 7 III DISCONNECT PB 4 w PB 5 m p POLE 4 III s POLE 3 II II POLE 3 ,� ' I POLE 2 fy ^' _ S u Iy E ELEVATION LOOKING \ - I ! o- j ELEVATIOOOKING ` (R SOUTH N. T . S . N . T . S . ELECTRICAL SCHEDULE ITEM DESIGNATION ABCDEFGHJKLMNPQRSTU POYIER tt6 XHHW 3 TRAFFIC ENGINEERING !. DESIGN SYSTEMS. INC. 2/C-#14 3 3 5 5 5 2 2 310 SIGNAL 4 /C-tt14 1 CABLE 5/C-tt14 1 2 3 3 4 1 1 2 3 8 pec,ingp on Ono 7 /C-#14 1 t t 1 i 2 z ;cw„'nt wwa, ,, n , STATE DEPARTMENT OF HIGHWAYS OVER, PE. 56727 AND PUBLIC TRANSPORTATION LOOP tt14 H w 6 2 4 _ e, � DETECTOR 2 /C-#l4 ( SHIEL01 1 x ii 1 3 3 3 x z s s SPENCESIGNALIZATIONATTERS INTERCONNECT 12/C-tt12 1 1 1 1 1 ELEVATION DETAILS I " 3 1 �• '" " "F?+ SHEET 35 or 81 GALV . 2I 7 ii 1 1 a FE ERN. ND PROJECT NO. sNEEi CONDUIT 3 " 1 1 gc'iiJ. n. OOME PE6 O• CR➢ 05/ (' t } PYk eec '71r 4 " 1 56R]• ] STALE T.NO COUNTY ��`f fl? ��Av TEXAS O 12 HARRIS 1 \ 'Y GOUT. SEE). . JOB G AY h Sn 2r, / 2- cc5 w I?N c t ' ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) TRAFFIC SIGNAL TIMING DURING CONSTRUCTION UNIT QUANTITY DESCRIPTION ESTIMATE FINAL RESET . EA . 1 x CONTROLLER . B-PHASE FULL-ACTUATED w/INTERNAL T . B . C. UNIT EA I W I ~ CABINET , CONTROLLER ( GROUND MOUNTED ) w/HARDWIRE INTERCONNECT N �— --� `JY, POLE . 34 ' STEEL STRAIN ISP 34D-100 ) EA. 2 - — �/ I _� POLEA , 2 1sx E . 34 ' . STEEL STRAIN ( SPL 34O-7OO ) SIGNAL HEADS 1W-4S . 12 " LENS IRRY EA . 2�B ) 0% BTx EA. 8 SIGNAL HEADS 1W-35 , 12 " LENS ( RYG ) EA . 8 SIGNAL HEADS . PEDESTRIAN "WALK - DON ' T WALK " ( 12 " ) INTCRLQCK PIN EA. B PUSH BUTTON . PEDESTRIAN EA , 1 EXTERNAL TIME BASE COORDINATOR CELL . PHOTOELECTRIC CYCLE OFFSET DISCONNECT . SERVICE EA . 1 SIP OUTPUT TIME u GAYS CY2 OFFSET Cl 60 SEC . O1 15 SEC . EA. 5 00 NONE 0600 A 9 2 2 C2 70 SEC . 02 56 SEC . RODE . Sq x 8 ' GROUND EA , 2 01 02 23 SEC . BASELIER , FLUORESCENT NONE 0300 P 9 2 3 C3 EA, 6 03 NONE 0600 P 9 1 1 04 46 SEC . AMPLIFIER . LOOP EA . 7 NONE 1100 A 7 2 4 OS BOX . PULL w/EXTENSION EA, 1 05 BOX . JUNCTION ) POLE MOUNTED ) SIGN . "LEFT ON ARROW ONLY " ( 12 " x 36 " ) EA EA 2 7ZMN= MON 6 = FRI SIGN . "SPENCER IT Y , " / D3-1 ) ( 18 " X VARIES 7 EA 2 SIGN , "WAITERS " ( 03-1 ) ( 18 " x VARIES ) 4 3 = WED 9 = W- DAY SIGN . "TO CROSS STREET ) PUSH SUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( RIO-4OR7 EA . 4 5 = THUR 0 = W-END SIGN . "TO CROSS STREET F- PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( R1O-4OL ) �. 245 WIRE . #6 XHHW L. F . 2845 WIRE . #14 XHHW L , F . 395 WIRE . )45" GALV . CUY ( SWAY CABLE ) ( HIGH STRENGTH ) L . F . 990 WIRE . Shs" GALV. GUY ( HIGH STRENGTH ) L . F . 1665 CABLE . #14 /2C ( SHIELDED ) L . F . 1721 CABLE . #14/2C L . F . 101 CABLE . #14 /4C L . F . 1446 CABLE . #14 /5C L . F . 323 CABLE . #14/7C L . F . 190 CABLE . #12/12C ( INTERCONNECT ) L . F . 115 CONDUIT . l " RIGID METAL L , F , 470 CONDUIT . 2 " RIGID METAL - L . F . 90 CONDUIT . 3 " RIGID METAL L. F . 50 CONDUIT, 4 " RIGID . METAL C . Y . 17 . CONCRETE . CLASS "A" L . S . 1 HARDWARE . MISC . EA . 12 DETECTOR LOOP UNIT SAFETY LIGHTING UNIT QUANTITY DESCRIPTION ESTIMATE FINAL ARM. LUMINAIRE 10 ' EA. 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM EA . 2 CABLE . #14/2C L . F . . 200 BULB . 250 WATT HIGH PRESSURE SODIUM EA ' 2 HARDWARE . MISC . L . S . 1 TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING The "l:;;`°�to a+ d by STATE DEPARTMENT OF HIGHWAYS SPENCER MATTERS SPENCER WAITERS °°`""`" STREET AIEu A00 E . 56]2 AND PUBLIC TRANSPORTATION D IRECTION WBL EB 58 EBL WB NB 2 3 4 s 6 7 8 m� SPENCER HWY . AT WAITERS PHASE - . 199Y MINIMUM GREEN 5 . 0 ' 10 . 0 2 . 0 5 . 0 10 . 0 2 . 0 SIGNALIZATION MAXiMEXTLN ION 2 . 0 3 . 5 2 . 0 0 . 0 0 , s 2 . 0 - BASIS OF ESTIMATE & TIMING MAX IhIDM GREEN 12 . 0 00 . 0 H 30 . 0 10 . 0 80 . 0 30 . 0 - SHEET 36 OF 81 YELLOW CHANCE 3 . 0 4 . 0 O 4 . 0 3 . 0 4 . 0 4 . 0 - ( FED PROJECT NO. aEET7 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 ,Ii2ACa oouga [.) Mr 24 3 " 'PEDESTflIAN WALK — 5 . 0 5 . 0 — 5 . 0 5 . 0 56]2> ce0 qf° OONTYPEDESTRIAN CLEARANCE — 6 . 0 19 . 0 — 6 . 0jai � _� SOB HRIS cISAYRECALL OFF ON OFF OFF ON OFf y\ O9 RP1Y. NB ETC. LEGEND e TRAFFIC SIGNAL POLE SIGNAL HEAD SIGNAL HEAD SCHEDULE INDICATION DESIGNATION '/�f ,o. POWER POLE R A G O O O O - `-'y 1� �/ 0 I IJ y STREET SIGN i WAY • 3 SECTION SO © O © __� LOOP DETECTOR 12 " LENS HORIZONTAL O 11 12 I • SIGNAL HEADS F- C� DIRECTION OF TRAFFIC FLOW W R R A 10 ENTER GAS LINE ItS111FX 1 WAY • 4 SECTION ................ RIGID METAL CONDUIT 2 12 " LENS HORIZONTAL SIGNAL HEADS POWER POLE W/ I-• 4- - N � WATER LINE w/"LEFT TURN" METER & SERVICE W SIGN AND DOWNL ICHT DISCONNECT 11 = _ ;II O _ SANITARY SEWER III 1 STEEL POLE W/ ;II STORM SEWER 35 ' MAST ARM A :1 1 II CONTROLLER �1 -_ __ SW BELL TELEPHONE CONDUIT ;I I STEEL POLE W/ III " 30 ' MAST ARM I u III O 5 n� _ _ a a _ - _ SIGN R.O.W. e tr _ _ y 1 '°' ---- - R • 0. 9. 0 - - - L _ T _ " _ - / ft�' 24 " STAR. 30" STM. _ _ _ _ _ - - - - - - LI = _ - = - - - - - Q - - - - - - 1 ' 4 5 6 [ - ZT _ _ _ _ _ _ _ _ S _ _ 31 �-- 1O " SAN . ___ - i F--= � _ Li - 262.00 30" STM• 1 11 a 1 26000 SPENCER HWY . 0 256.00 - 1111 7 II �7 11 ___ PROP -3 ' x2 ' BOX II 9 _ - - _ 11 -1- - - --- - - I - , - - \ 12 " WL . -- 10" SAN. _ - SIGN _ _ - PROP . WL " II _ _ PROP . _ - i6 10 S _ _ - ", ' - 5 ' x2 ' BOX - 1 \ 1 1 •• __ _ _ �1- __ _TM -m _ 24 STM• II _ _ _ _ _ - _ 12 11 10 _ _ _ 1 R• 0• M• _' _ - \ \ I .l +- -' e I II I I e 'N . l.1. �,'... \ \ I I1J • 1 R. O. W. STEEL POLE W/ e 1 30' MAST ARM \ \ 48 "X30" C1.1P 1 \ I \ 1 I STEEL POLE W/ - - � "( - - _ _ - � - - 30 ' MAST ARM y i I 7nt 1 I �nr I V 111 111111 • U PROP . NOTES : II 6 $ x2 ' B?X 1 • LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . I 1 Z • IT IS THE CONTRACTORS RESPONSIBILITY to 11 11 I a TRAFFIC ENGINEERING G DESIGN SYSTEDI5, INC. LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) I u. PRIOR TO COMMENCING WORK • THE CONTRACTOR I( I \ IS FULLY RESPONSIBLE FOR ANY AND ALL it III Y'5� f DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND 1t ' } o"mop .. T STATE DEPARTMENT OF HIGHWAYS PRESERVE THESE UTILITIES . WHETHER UNDER— I P`°`�s a. d s Iw e AND PUBLIC TRANSPORTATION GROUND . ABOVE-GROUND OR OVERHEAD.. I I, "�`"� `uEx, PE. 5s72J 2 . CALL THE UTILITY COORDINATING COMMITTEE AT I 1 I ve; SPENCER HWY . AT PRESTON ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND Lf. SIGNALIZATION•FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION EµA99Y EXISTING CONDITION • IN AREA. SHEET 37 OF Cl . ♦T EEO AD. FE0ERN. AD PR0ACT NO. I SHEET .« {, 6 CRP 91E2a) Mr e6c- _ N'ZIL A OOHER• S STATE Tiro COUNTY 5672))•� TEXAS D12 HARRIS w IN �`ty x . SECT. .roD CAY N . 6V'N SCPLEt1" Lei- 20' Sole. Coq till SIGNAL HEAD SCHEDULE LEGEND I - IN:% STRA POLE 4' a I I I IFuty DESIGNATION ' ELECTRICAL SCHEDULE I I I 0 ® ® © ► CIBLEL UNAD CABLE RUN DESIGNATION I WA ® ® I1 12 N PULL BOX Ehi DESGRUNNATION W X Y 12" LE1SIGCRNTRD MORNCAD u6 XHHW ell CROSS ��S43 - �- CONTROLLER CABINET POWER TRIPLEX STREETI - GALV. RIGID METAL CONDUIT O O4 7O 10BUTTON L- u LOOP DETECTOR -u14 3 3 3 5 5 5 2 2 2 10 T FORI SIGNAL 4/C-u14 1 1 1 1 1 1 / I C� DIRECTION OF TRAFFIC FLOW CABLE 5/C-u19 1 $IGNN. W 1 WAY, 4 SECTION W LUMINAIRE 7 /C-#19 1 1 1 2 2 1 1 1 2 M1 4 12" LENS HORIZONTAL I SIGNAL HEADS PEDESTRIAN SIGNAL R1O-4BR RIO- 40L I to w/"LEFT ON ARROW ONLY' LOOP f[19 W 2 4 6 I SIGN AND DOWNLIGHT HEAD DETECTOR -at 1 2 4 4 4 4 6 6 6 2 2 2 812 v H- PEDESTRIAN PUSH INTERCONNECT I2/C-#12 1 1 1 1 1 O O I N DONT BUTTON & SIGN WITHRU Y18 I I _ I WALK 1 " 1 2 3 i P82, P84 PBL P83 GALV . 2 " I 1 1 P86, PBS PBS, PB7 'L� CONDUIT 3 " 4 POLE 1 /'F I PB1 , P92 POLE 4 X I y Y / PB7 . PB8 W - -- __ = H J W % 0 R . O. W. R. D. W. - - - - - - - - '� - - - - - - - - - - - - - - W C G ' I W2 - i 2 3 CIL-GA @STREET SIGN ) K L-6B _ _ "PRESTON" N - 11 STREET SIGN 180' --- 5 ' "SPENCER HWY . " L-6C C� _ ITYP . t II 4 2s -D SPENCER HWT . 262 60 256 .00 .� uo L_i —.�--�_.__[ I . 10 R [—J L-2C 180' ._ . __ —_ _ STREET SIGN STREET SIGN C� L-2B ' SPENCER ' HWY . " T 6 "PRESTON " 4 9 8 7 U Y L-2A C D A WG P V W5 i6T .= �' ' POLE P R . O. W. R. O. W. X Q R .MI nM1 Q PB3 , P84 DETECTOR SCHEDULE NOTES : - POLE P86 a __ 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE LOOP SIZE AMPLIFIER SETTING FUNCTION ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS • - 1 PR C d 0 AND QUANTITIES . -2A P m 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO PULSECALL_t._EXitNO02 APPROVAL BY H . L . 6P . ANY ADDITIONAL MATERIAL PULSE m REQUIRED TO MEET FINAL LOCATION SHALL BE _ _EXTENDm CONSIDERED INCIDENTAL TO ITEM " INSTALLATION PHASING DIAGRAM POLE & CONTROLLER LOCATIONS I 1 -4 m OF HIGHWAY TRAFFIC SIGNAL " . RING 1 -4 N m9 O �O 99O POLE NO DESCRIPTION - STAB OF FS LI . I _ m 3 . CONDUIT RUN ' X ' CONSISTS OF A SPARE 2 " CONDUIT (T ().-j 1 m9 FOR FUTURE USE . 1 34 ' STEEL STRAIN POLE 259+62 48 . 5 ' LT . `ll u (J" I - T m p N m 34 ' STEEL STRAIN POLE 259+59 48 . 5 ' RT. 1 - 8 PULSE m O O 1nO I 3 34 ' 1 STEEL STRAINPOLEd FIXTURE 258+A2 48 . 5 ' PT. I m 1 - m TRAFFIC ENGItlEER1NG 6 DESIGN SYSTEhIS, INC. -7 6 ' 5 ' PRESENCE A T ND 0 I -BA ' x6 ' 10 PULSE C 08 34 ' STEEL STRAIN POLE 258+61 48 . 5 ' LT . I I P A T m 4 Vt/ 10 ` LUMINAIRE ARM d FIXTURE -8 11 PRESENCE A d 08 aMBlER PUG z 1 , x ' STATE DEPARTMENT OF HIGHWAYS GROUND MID . Vt/ NEMA 80 IJ 0 — N m tE ae � 259+50 70. I ' AT. K AND PUBLIC TRANSPORTATION CONTROLLER FULL TRAFFIC ACTUATED CABINET SPENCER HWY . AT PRESTON CONTROLLER SIGNALIZATION POLE MOUNTED METER , SERVICE DISCONNECT AND P . E . CELL . The pP•vn9 on this PROPOSED LAYOUT . .... ..... . .. ..... . . .. . .... . . . . . . . . ... . . . oou , P.E.5S727 :. SHEET 38 OF 581 A STATIONS/OFFSETS FROM SPENCER HWY . w.. .. . . ... . .. . .PROPOSED ROOMER PNO.RO. PE0[ ll NOPROly NO. RR a "Q E A $6]2] . - 6 CRP ql a-1 1 rcou"re 377 \ a Y�7 . 199]- F .� 'r, � STAVE msrno. \� TEXAS 12 HARMS eLI SCALE, 1" - 20' PO1L SECT. L cot w /1 H NO. ETC 101 ' 97 PHOTOELECTft ( C 21 ' CELL Slm" GALVANIZED 16 , 12 '. 29 ' G GALVANIZED + + I 20' PHOTOELECTRIC CELL GUY WIRE GUY WIRE �/ I Y SERVICE ORO ( HIGH STRENGTHI H y JUNCTION Box - . ! HIGH STRENCTH ) 7 SERVICE DROP f SPENCER H'Et n nrC R A A G 1,l, WEN 0 T W GALVANIZED Aacr qEY 3-U6 XHHW 3/ 166GALVAHIZED rOLT GUY WIRE ( SWAY 1 " CONDUIT GUY WIRE ( SWAY ( CABLEI ( HIGH STRENGTH ) CABLE ( HIGH STRENGTHI w } I tzi 3 _ u G lip METER ��I z a = u o PB 3 a PB t PB 2 `1 s PBS „ SERVICE a o �� Il DISCONNECT/ 'D I i° a a U POLE 2 II. II POLE 1 ~ '+ III, POLE i 6+ , ? IO aE ELEVATN LOOKING EL T z x N F EVAION LOOKING . r o Irio N . T . S . ALL STEEL STRAIN POLES TO BE 34 ' 117 , 99 ' y " GALVANIZED 76 , t2 36 ' S" GALVANIZED 21 ' + + 20 ' PHOTOELECTRIC / HI ' (H HIRE HY HIRE CELL GH ( STRENGTHI ( HIGH STRENGTHI i R ? _ SPENCER HMY Z S q ! GALVANI ZEO A OLT f ]li5" GALVANIZED 0a GLY I GUY WIRE ( SWAY GUY WIRE ( SWAY I CABLE ) ( HIGH STRENGTH ) } CABLE ) ( HIGH STRENGTH ) " 0 �i 4II �Url METER _ PB 6 PB 7 U PB 4 ci o I SERVICE I DISCONNECT � � a POLE 3 I,, POLE 3 ,Ey III POLE 2 . , E ELEVATION LOOKING u v ELEVATION LOOKING t �l Kai SOUTH � c ® X N. T . S . OT -� N . T . S . ELECTRICAL SCHEDULE ITEM DESIGNATION A E3 C D E F G H J K L M N P Q R S T U V W X Y A TRAFFIC ENGINEERING & ➢ESIGN SYSTEMS, INC, tt6 XHHW 3 POWER 1 Iv TRIPLEX "'"� °" '"" STATE DEPARTMENT OF HIGHWAYS 3 3 3 5 5 5 2 2 2 10 The °'1"4 °T E z /c-#14 1vaMER�,1PE Selt] AND PUBLIC TRANSPORTATION SIGNAL 4 /C-ttl4 1 1 1 1 13 4 1 + CABLE 5/C-tt14 + 1 zl 3 1 1 3 4 4 9 KQ� ®mom SPENCER HWY. AT PRESTON 7 /C-Ci4 1 1 1 2 2 1 1 1 2 S 4 / A/7 194 +- SIGNALIZATION LOOP ;: 4 HKW 2 4 6 ELEVATION DETAILS DETECTOR ->:14 ( ) i2444666 4 4 4 4 6 6 6 2 2 2 812 SHEET 39 OF et INTERCONNECT 12 /C-tt12 1 1 1 1 1 EIV6A [ Rµ o PROJECT uo. SHCU . . . . . . . . .. . . . . . . . . � Eo[ u . • !3'ZPL AOOMER . . 6 C �{ 91 i(; MY fL 372 1 " 1 2 3 56727 STATE TATS COUNTY GALV . 2 " 1 1 1 + 1 se ry .� T` /\Q ✓ TEXAS 0i 12 HARRIS CONDUIT 3 " �� cmrt. SECT. 4BB MGMVAY Na 4 „ 1 1 1 1 7 __ ESTIMATE SUMMARY OF MATERIALS (NOT 10 BE USED FOR 1 (FOR CONTRACTOR INFORMATION ONLY5 QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTION UNIT ESTIMATE FINAL EA. 1 7 e CONTROLLER . 8-PHASE FULL-ACTUATED w/ INTERNAL T . B . C . UNIT EA. 1 1 2 3 4 5 6 CABINET. CONTROLLER ( GROUND MOUNTED ) w/HARDWIRE INTERCONNECT EA 2 0 -•.i _ 1 POLE . 34 ' STEEL STRAIN SP 340-1001 EA , 2 T POLE . 34 ' STEEL STRAIN ( SPL 340-1001 EA. 4 f SIGNAL HEADS 1W-45 . 12 " LENS ( RRYt6 ) EA • g . 547. • SIGNAL HEADS 1W-3S , 12 " LENS ( nYG ) EA a 87. 13 % 287. 33Y 367. 477. 527. 377. 477. 527. 547. SIGNAL HEADS . PEDESTRIAN "WALK - DON' T WALK " ( 12 " ) EA g 11 % 167• 30% 357. • PUSH BUTTON . PEDESTRIAN EA. 1 t INTERLOCK PIN • CELL . PHOTOELECTRIC EA• I DISCONNECT . SERVICE EA • 5RESET t - DIAL 2 - 157. R00 . Sxa' . 8 ' GROUND LA. 4 RESET t - DIAL t - 18 % _� I (— 14 15 1 $ BASELIGHT . FLUORESCENT EA• 12 9 10 11 12 t3• AMPLIFIER . LOOP EA. 8 _ '•C SPIN BOX . PULL w/EXTENSION EA . 1 I A I V THRU BOX . JUNCTION ( POLE MOUNTED ) EA. 4 I ' SIGN . "LEVI ON ARROW ONLY " ( 12 " X 36 " ) EA, 2 SIGN . "SPENCER 103 1D3-11 ( 18 " X VARIES ) EA . 2 567. 617. 747. BOY. 937• 987. 10 ,7. SIGN . "PRESTON" 103-i ) ( 18 " X VARIES ) EA . 4 587. 63 % 78 % 83 %• 937• 981 1007. SIGN . "TO CROSS STREET —3' PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 ) ( RIO-4OR ) A. 4 SIGN . "TO CROSS STREET E— PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( a10-4GL ) LF 300 WIRE . N6 XHHW LF . 4800 WIRE . #14 XHHW LF . 455 EXTERNAL TIME BASE COORDINATOR WIRE . ths " GALV. GUY ( SWAY CABLE ) ( NIGH STRENGTH ) LF , 1365YCLE OFFSET WIRE . S•I< " GALV• GUY ( HIGH STRENGTH ) SIP OUTPUT 0600 u DAYS CYCLE OFFSET ClCi 60 SEC . 01 51 SEC . LF . 3050 DO 2 0600 A 9 2 2 C2 70 SEC . 02 46 SEC . CABLE . #14 /2C ( SHIELDED ) IS . 1553 01 C3 03 35 SEC . CABLE . #14/20 IF • 203 2 2 0300 P 9 2 3 04 0 NONE 0600 P 8 1 1 05 CABLE . #14/4C LF . 1645 04 2 1100 A 7 2 3 CABLE . #14/5C LF , 725 05 CABLE . :14/70 LF . 220 CABLE . TRIPLEX I IF • 200 DAYS CABLE . it12/12C ( INTERCONNECT ) LF . 70 = SUN 6 = FRI CONDUIT . I " RIGID METAL LF • - 925 2 = MON 7 = SAT 4 = WED 9 = W-DAY CONDUIT . 2 " RIGID METAL F . TO 5 = THUR 0 = W-END CONDUIT . 4 " RIGID METAL C • Y • 17 CONCRETE . CLASS "A" L . S. i HARDWARE . MISC. EL 18 DETECTOR LOOP UNIT SAFETY LIGHTING UNIT QUANTITY • DESCRIPTION ESTIMATE FINAL EA. 2 • ARM. . IRE 10' EA. 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM L . F . 358 CABLE . 514/20 EA . 2 BULB . 250 WATT HIGH PRESSURE SODIUM L • S • 1 HARDWARE . MISC . TRAFFIC SIGNAL TRAFFIC ENGINEERING It DESIGN SYSTEMS, INC. PERMANENT TIMING STATE DEPARTMENT DF HIGHWAYS docwneSTREET SPENCER PRESTON SPENCER PRESTON ` we. En.TP.e.ssev27 NJD PUBLIC TRANSPORTATION DIRECTION wBL EB NBL SB ESL 68 sBL N8 SPENCER HWY . AT PRESTON PHASE 2 3 A7� • 199v s®N SIGNALIZATION MINIMUM GREEN s . o o. o s . a z . o 5 . 0 0 . o 5 . 0 2 • D BASIS OF ESTIMATE & TIMING EXTENSION 2 . 0 3 . 5 2 .0 . 2 . 0 2 . 0 3 . 5 2 . 0 2 . 0 SHEET 40 OF 81 MAX IMUTA GREEN 18 . 0 50. 0 15 . 0 40 . 0 30 . 0 . 40 . 0 30 . 0 25 . 0 FED.DD. FEDENM. /:D PROJECT NO. 5MEEi 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 nt•. ; • • ..*z YELLOW CHANGE 3 . 0 1 . 0 i0iti: w Eibucri "8 RIO i (ern '4¢ eO 8I ALL—RED CLEARANCE 1 . 0 1 . 0 1 . 0 5 . 0 1lATE U 5 . 0 1 . 0 1 0 5 . 0 _ 56k OOMER�, STATE psi ID. couuix PEDESTRIAN WALK — 5 . 0 _ 19 , 0 `55727 TEXAS SECT, mD Hfill 21 . 0 - 19 . 0 . - 21 . 0 i� RtS PEDESTRIAN CLEARANCE - \ 7 RECALL' OFF ON OFF OFF • OFF _ Cu OFF OFF ____ / � 0p7 ° •IIJ NO. A ' Let .erev..e.ce .ac" LEGEND e TRAFFIC SIGNAL POLE T p..._� SIGNAL HEAD • POWER POLE SIGNAL HEAD SCHEDULE _ -p- STREET SIGN j CJ DIRECTION OF TRAFFIC FLOW INDICATION DESIGNATION RAG 000 ® ENTEX GAS LINE 1 - WAY , 3 SECTION I ry 12 " LENS HORIZONTAL O © O © I " I SIGNAL HEADS I I r RIGID METAL CONDUIT I I I __ WATER LINE Ii It — SANITARY SEWER ri I � I I I STORM SEWER Oct• •• Ed 1 ' I STEEL POLE ! ' W/ 20' MAST ARM — — — SW BELL TELEPHONE CONDUIT STOLE W/ 35 'EEL MAST ARM, YT7' I & CONTROLLER I I I I u # • I I .. ... .. R . O. W. m m 1 -1 /4 " ENTER 1 - P . O. W. 24• H STM. _ _ _ _ _ _ _ _ _ _ _ 29 ' STM. _ r 10 " SAN. I --r 1--- I w _ 1 N . E.;9 290. 00 291.00 SPENCER HWY . 286. 00 I i II • r n I 5 I Ch I 6 CJ I PROP 6 ' X5 " BOX _ _ _ - G ��- - - - - -- - - - - - - - s - - - - Y - - - - - - 1 24 " STM-- $. _ _ 1 _ o r' I O FI F R. O. W . W. M. IN NII It IN I STEEL POLE W/ 25 ' MAST ARM I ii STEEL POLE I III W/ 35 MAST ARM POWER POLE a3 W/ METER & SERVICE I DISCONNECT NOTES : TRAFFIC ENGINEERING & DESIGN SYSTEMS. INC. 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . WI IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE )PRIOR TO COMMENCING WORK . THE CONTRACTOR '^ docime "PeP��"�o'" '"' STATE DEPARTMENT OF HIGHWAYS • IS FULLY RESPONSIBLE FOR ANY AND ALL �-I. ,E " ER, P.E 5672≥ AND PUBLIC TRANSPORTATION DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND N �/ n PRESERVE THESE UTILITIES . WHETHER UNDER- al 1°1 �Q� X Y7 r�i9 SPENCER HWY . AT PANSY • GROUND ABOVE-GROUND OR OVERHEAD - 0- A1? 199E SIGNALIZATION 2 . CALL THE UTILITY COORDINATING COMMITTEE AT EXISTING CONDITION • ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION - SHEET 41 OF 81 IN AREA. =12HMRlS no PROJECT NO. IsxEET• • PUN. OOMEN Ri 1 (2G) Mi ttcc 3 p COUNTYH RRl. JOO $6SCALE: 1" • 20' Doi, I h Flr NO. ETC SIGNAL HEAD SCHEDULE LEGEND ELECTRICAL SCHEDULE "-' 70 CROSS TO CROSS INDICATION DESIGNATION E STRAIN POLE RUN ABCDEFGHJKLMNPORSTU STREET wD' - STREET 1O ® ® © ITEM DESIGNATION R A O 6-i CABLE HEAD z6 XHHW 3 PUSH BUTTON PUSH BUTTON POWER 1WAY, 3 SECTION CABLE RUN DESIGNATION 3 3 5 5 5 2 2 10 WAIT FOR WAIT FOR 12" LENS HORIZONTAL © O O 10 p PULL BOX 2/C^M4 t WALK SIGNAL WALK SIGNAL SIGNAL HEADS SIGNAL 41C-r''14 8 GROUND MOUNTED 1 2 3 3 4 3 2 7 1 8 CONTROLLER CABINET CABLE 5/C-#14 1 1 1 7 1 2 2 _ - - 7 /C-t:14 R10-4aR R10-4oL R R A O3 © - - GALV• RIGID METAL CONDUIT LOOP 6 2 � p T L^33 LOOP DETECTOR -i: 1 2 1 1 1 3 33 2 2 6 5 DETECTOR O I WAY, 4 SECTION C� DIRECTION OF TRAFFIC FLOW t t i 1 1 12" LENS HORIZONTAL �� LUMINAIRE INTERCONNECT 12/C-#i2 SIGNAL HEADS FEZ. PB4 P81, P83 w/"LEFT ON ARROW ONLY' - PEDESTRIAN SIGNAL 1 •• 3 1 i PB6, PBB P85, PB7 SIGN AND DOWNLIGHT J HEAD GALV. 2 " i 1 1 CONDUIT 4 " 1 1 i PONT PEDESTRIAN PUSH q " W1THRU W8 BUTTON S SIGN YIALK• C STREET SIGN POLE 4 O "SPENCER HWY . " PB7 . PBB E POLE I P81 . P82 U G U R • O• W. w8 __ W1 8 W7 F R . O . W. \ ^ 1 2 I � H W2 b A L-fiA _._ L-6B �� _ STREET SIGN _ "PANSY " ^ _-- 1B0' 1L-6C -' P 'V{{--..--S ' II SPENCER HWY . 290.00 �__ ,rJ' ��_. C1-'-1--'� 86.00 80' J L-2C 4 STREET SIGN 'PANSY " 8 C W6 N 1 76 , Q TS 5 _ _ _ _ _ _ _ _ _ _ 1 - - - - - - - - - - R . D. W.POLE 2 o- U 15 M PB3 . PB4 NOTES : ft • O . W. L ' . W4 0 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE POLE P66 R PHASING DIAGRAM ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS r S RING I AND QUANTITIES • STREET SIGN J "SPENCER HWY . " CO O LO 2 FINAL LOCATION OF SERVICE POLE IS SUBJECT TO OT APPROVAL BY H • L . 6P • ANY ADDITIONAL MATERIAL N sed REQUIRED TO MEET FINAL LOCATION SHALL BE CONSIDERED INCIDENTAL TO ITEM " INSTALLATION _ PR CF HIGHWAY TRAFFIC SIGNAL ". DETECTOR SCHEDULE O __ NOT 3 . CONDUIT RUN ' U' CONSISTS OF A SPARE 2 " CONDUIT POLE USED FOR FUTURE USE . & CONTROLLER LOCATIONS - SARMO RING z TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC. DESCRIPTION 1H" STA& OFFSET LOOP SIZE AMPLIFIER SETTING FUNCTION POLE NO _ _ ,_. ._.__,_ -- L-1 6 ' x50 ' 1 PRESENCE CALL b EXTEND CI , 11 34 ' STEEL STRAIN POLE 288+99 47 . 2 ' LT . L-2A 6 ' x6 ' 2 PULSE CAL d EXTEND 02 W , L-28 6 ' x6 ' PULSE CAL d EXTEND m � ! 34 ' STEEL STRAIN POLE L- C 6 ' x6 ' 2 PULSE CALL d EXTEND m ; NZt A oIER PIE.56727 STATE DEPARTMENT OF HIGHWAYS 2` w/ ID' LUMINAIRE ARM & FIXTURE 288+93 54 . 0 ' RT . L-4A The .eInppeotç on TOTAL* S AND PUBLIC TRANSPORTATION -4 B 6x50' 3 PRESENCE CALL b E%TEND m4 �) n SPENCER HWY. AT PANSY 3 34 ' STEEL STRAIN POLE 288 +32 48 . 5 ' RT. -5 6 ' x50' 4 PR SENCE CA b EXT ND m5 O SIGNALIZATION alI 34 ' STEEL STRAIN POLE -6A 6 ' x6 ' 5 PULSE CALL b EXTEND 06 R 4 w/ 10 ' LUMINAIRE ARM & FIXTURE 286+36 54 . 4 ' U . -6 6 ' x6 ' PU SF CA d EXTEN m6 PROPOSED LAYOUT GROUND MID . W/NEMp 8 -6C 6 ' x6 ' 5 PU SE CA bEXTENDm6 51 CONTROLLER 288+g7 72 . 0' AT. k-BA TOTAL * 6 PRESENCE CALL & EXTEND 08 O SHEET CT OF 81 CABINET FULL TRAFFIC ACTUATED -88 6 ' x50 ' EEOERN. rro rRoacr no. S CONTROLLER PF2£L ooMCR ve 6RG CRP 9 ( 24 IV PH 38T DISCONNECT AND P . E . CELL . t TO BE SPLICED IN PARALLEL TO 1 -2/C 7314 • . * POLE MOUNTED METER . SERVICE . 56727 S ER 'oj AfclSr rATE TnrE COUNTY t POLE MOUNTED JUNCTION BOX +'567 i' TEXAS D512 HARRIS A STATIONS/OFFSETS FROM IC SPENCER HWY . " � ` 9y CONT. SECT. .wO cxwNr SCALE' 1" - 20' rO to 12 LUcr ___ N O. L7C 101 ' 63 ' 111 23 5116 " GALVANIZED 21 ' II ' 25 . PHOTOELECTRIC CEL - 5116" GALVANIZED GUY WIRE GUY WIRE ( HIGH STRENGTH ) IHIGH STRENGTH ) ? ) ,�„�JUNCTION BOX �_-� JI PFIISY SPENCER WTY. _ _ (H)-' G F 5 GY INSCII MY 516 GUY WIRE ( SWAY GALVANIZED ANIWAY " GALVANIZEDW GUY WIRE ( SWAY E CABLEI ( HIG14 STRENGTH ) CABLE ) ( HIGGHH STRENGTH ) U 3 (�g)I Ill " IC u �rr D" METER PB 2 PB 3 S PB i CCCJJJ f SERVE PB8 1 , z DISCONNECT POLE 2 ; o Al III POLE 1 II N POLE 1J Eu '. POLE 4 ni ` � � U ELEVATION LOOKING E I ELEVATION LOOKINGS (p ( EAST �•-T - NORTH f 1 O N . T . S . N . T . S . ALL STEEL STRAIN POLES TO BE 34 # 103 ' 61 ' ii 22 ' 5116" GALVANIZED 21 ' 11 ' 25 ' PHOTOELECTRIC CELL 5116 " GALVANIZED GUY WIRE SERVILE DROP GUY WIRE ( HIGH STRENGTH ) P ( HIGH STRENGTH ) WEATHER HEAD SPENCER HWY, ' R A /-� � N RAw1eY1 D�ir 3-#6 XHHW L 316" GALVANIZED GALVANIZED 1 " CONDUIT GUY WIRE ( SWAY ] ' S GUY WIRE ( SWAY {{ CABLE ) ( HIGH STRENGTH ) CABLEIIHICH STRENGTH ) 11 W 1 I(,jfl 3 mrt METER � " PB 5 PB 6 PB 7 SERVICE PB 4 T z DISCONNECT '! PI N Ij a it III ISM POLE 4I a POLE 3 . I POLE 3 POLE 2 '� y s a ELEVATION LOOKING p u u D ELEVATION LOOKING SOUTH N . T . 5 • N. T . S . ELECTRICAL SCHEDULE — TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. ITEM DESIGNATION A R C D E F G H J K L M N P Q R S T U POWER n6 XHHW 3 ocum nl w ua as n ana�H. ,F2M. . OOMER.1P.E56727 STATE DEPARTMENT OF HIGHWAYS ATION 2 /C-914 3 3 5 5 5 2 2 10 AND PUBLIC TRANSPORTATION SIGNAL 3 4 3 z 1 1 e _o SPENCER HWY. AT PANSY CABLE 5/C-974 z 3 1 1 1 1 1 2 2 , 189Y �,;• T/C-914 SIGNALIZATION ELEVATION DETAILS LOOP #14XHHW 6 2 an• Y?' DETECTOR / -91 1 2 1 1 1 3 3 3 2 2 6 5 SHEET OF 87 1 1 FEDRD FEDERAL ND PROJECCTT ND StJr NEEi INTERCONNECT 12/C-912 i 1 1 AFtN. aDD ER 56JRJ s CRP -E ( 2U G% h1e 382 n STATE tAt COUNTY 1 CAIV. 2 " 3 1 1 i 1 �\� TEXAS S12 D HARRIS CONDUIT 3 " ti DN SECT. JO N P H GnwAY __ 12 CC9 Y`1 N ETC ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUA (TITIES) (FOR CONTRACTOR INFORMATION ONLY) QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTION UNIT ESTIMATE FINAL. CONTROLLER , B -PHASE FULL-ACTUATED w/ INTERNAL T . B . C . UNIT EA. 1 EXTERNAL TIME BASE COORDINATOR CABINET . CONTROLLER ( GROUND MOUNTED ) W/ HARDWIRE INTERCONNECT EA . 1 SIP OUTPUT TIME u DAYS CYCLE OFFSET CYCLE OFFSET POLE . 34 ' STEEL STRAIN ( SP 3AD-1001 EA. 2 00 NONE 0600 ^ A 9 2 2 Cl 60 SEC . 01 45 SEC . POLE . 34 ' STEEL STRAIN ( SPL 34D-100 ) EA . 2 01 NONE 0000 A 9 1 t C2 70 SEC . 02 40 SEC . SIGNAL HEADS / W-4S . 12" LENS ( RRY0b) EA. 2 0 NONE 0300 P 9 2 3 C3 EA. B 03 29 SEC . NONE 0600 P B I 1 SIGNAL HEADS iW-3S . 12 " LENS ( RYG ) NONE 1100 A 7 2 3 05 SIGNAL HEADS . PEDESTRIAN "WALK - DON ' T WALK " ( 12 " ) EA. B OS GAYS PUSH BUTTON . PEDESTRIAN EA . 9 1 = SUN 6 = FRI CELL . PHOTOELECTRIC EA. 1 2 = MON 7 = E-DAY DISCONNECT , SERVICE EA. 5 5 = WED 9 = W-END ROD . L 5�e' x e ' GROUND EA 2 BASELIGHT. FLUORESCENT AMPLIFIER , LOOP EA. 6 BOX . PULL w/EXTENSION EA . 6 BOX . JUNCTION ( POLE MOUNTED ) EA . i SIGN . "LEFT ON ARROW ONLY " ( 12 " x 36 " ) EA. 2 SIGN . "SPENCER HWY " ( 03-1 ) ( 1B " X VARIES ) EA. 2 SIGN . "PANSY " ( 03-1 ) ( 16 " X VARIES ) EA. 2 • SIGN. "TO CROSS STREET —> PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 ' ) ( RIO-40R ) EA . 4 SIGN . "TO CROSS STREET PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( R10-4aL ) EA . 4 WIRE . #6 XHHW L . F . 200 WIRE . P14 XHHW L . F . 21700 WIRE . GALV. GUY ( SWAY CABLE ) ( HIGH STRENGTH ) L . F . 360 WIRE . 4s GALV. . GUY ( HIGH STRENGTH ) L . F . 945 CABLE . #14/2C ( SHIELDED ) L . F . 1 . 445 CABLE . #14/20 L . F . 1338 CABLE . #14 /40 L . F . 62 CABLE . #14/SC L . F . lESS L . F . 304 CABLE . #14 /7C CABLE . #12/120 ( INTERCONNECT ) L . F . 170 CONDUIT . I " RIGID METAL L . F . 105 CONDUIT . 2 " RIGID METAL L . F . 390 CONDUIT . 4 " RIGID METAL L . F . 45 CONCRETE . CLASS "A „ C . Y . 17 HARDWARE . MISC . L . S . I DETECTOR . LOOP UNIT EA. 12 SAFETY LIGHTING QUANTITY DESCRIPTION UNIT ESTIMATE FINAL ARM. LUMINAIRE 10' EA . 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM EA ' 2 CABLE . #14/2C L . F . 326 BULB , . 250 WATT HIGH PRESSURE SODIUM 2 EA . 2 HARDWARE . MISC . L . S . TRAFFIC ENGINEERING F' DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING STREET SPENCER PANSY SPENCER PANSY i"" '°°'°°Y°°'"4°°� ;"'; 4E STATE DEPARTMENT OF HIGHWAYS 58 EBL WB NO °a=,ma°t .a° am DIRECTION HASE . w1 ED wZA . 00ER. P.C. 5672? ";oa '4 k4D PUBLIC TRANSPORTATION PHASE 1 2 3 4 s 6 7 e SPENCER HWY .AT PANSY MINIMUM GREEN 5 . 0 10 . 0 2 . 0 5 . 0 10. 0 2 . 0 ,fi • Iggy SIGNALIZATION EXTENSION 2 . 0 3 . s z . o z . o 3 . s 2 . 0 BASIS OF ESTIMATE & TIMING MAXIMUM GREEN 10 . 0 90. 0 t- 20 . 0 10 . 0 90 . 0 f- 20 . 0 .. . , " YELLOW CHANCE 3 . 0 4 . 0 E 4 . 0 3 . 0 4 . 0 4 . 0 44 Hc OF 81 ALL—RED CLEARANCE 1 . 0 1 . 0 1 . 0 10 Eo.Ao. Hu. up SHEETPRU 19 I PEDESTRIAN WALK — 5 . 0 5 . 0 — 5 . 0 5 . 0 ` 6 (;RP 51 fi ( ZL M P.Ec- 3S3 PEDESTRIAN CLEARANCE - 11 . 0 19 . 0 11 . 0ouNry 19 . 0 5fi77\g)t`�J sere '"'o c__ RECALL OFF ON OFF OFF ON OFF �yn� 1 �\qN TEXAS n 12 JOB HmHlwa coHt. secs. r uo. YD 2- 12 Cffl roo14 BiD Q ( I II LEGEND o TRAFFIC SIGNAL POLE SIGNAL HEAD SCHEDULE p-p SIGNAL HEAD INDICATION - DESIGNATION S R A G (7 (1 I I I I O @ POWER POLE I WAY, 3 SECTION 0 V J ~ -T STREET NPME SIGN 12" LENS HORIZONTAL 10 t2 SIGNAL HEADS II O GROUND MOUNTED __ CONTROLLER CABINET R A G O1 11 STEEL POLE W/- ,AE cam DIRECTION OF TRAFFIC FLOW .- .• METER . SERVICE W T _ ••--•,- PW5, SECTION DISCONNECT E I II RIGID METAL CONDUIT 1 WEN, I I2" LENS HORIZONTAL P . E . CONTROLLER ENTER GAS LINE SIGNAL HEADS ED •W/"PROTECTED LEFT _ ON GREEN ARROW" I • 4 • I - WATER LINE SIGN AND DOWNLIGHT I 3 • • H- I - SANITARY SEWER o J W t Br STEEL POLE W/ - - - - - - - - 35 ' MAST ARM STORM SEWER 6 LUMINAIRE I I - - - SW BELL TELEPHONE CONDUIT I I STEEL POLE W/ DUAL R . G. W. 30' MAST ARM 0 0180 _ _ 'i R . O. W. - _ ..: _.-- -- - ............. ( _. ._ • � __ � ENTER 2a " . STM. � ❑�o—I�o I— - -- 0 -- -- 1 15 " SAN. L—JL_I _— --- -- , 9 10 __27 /8 ' NTEX T— B , r �.—T--1-- I C� SPENCER HWY I \ } 7 -- - - �- I 310.0 .�--I f� 11 __ -- vC^✓ I • 12 �y • 6 5 c12 " WL . - ___y • _ - - - -��- rPROP . 18 " WL . -- - - - F . _ _ _ - _--- .g. _ _ - - O 0 Oi 0 0 ;O O ; O R . O. W. g -9- R . C . W. • STEEL POLE W/ DUAL • STEEL. POLE W/ 30' MAST ARM 35 ' MAST AflM d LUMINAIRE NOTES : ( II 1 . . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . N I TRAFFIC ENGINEERING b DESIGN SYSTE?IS. INC. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) O PRIOR TO COMMENCING WORK . THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL I The a a P• STATE DEPARTMENT OF HIGHWAYS DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND v c,mgo" �M. PRESERVE THESE UTILITIES , WHETHER UNDER—. The stc •=. odr o .a6y9�lc � AND PUBLIC TRANSPORTATION u wOO ER. P.E. 66 z] SPENCER HWY . AT BELTWAY 8 • GROUND . ABOVEGROUND OR OVERHEAD . 2 . CALL THE UTILITY COORDINATING COMMITTEE AT " mom-9 FRONTAGE ROADS C] 199it- SIGNALIZATION ( 7131 223-4567 FOR LOCATION OF UNDERGROUND EXISTING CONDITION FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION Iii SHEET 45 OF B1 IN AREA. - C+" OAO. EEOfP.1 AO PPOJEC, no. Gal F' 88 6 „rEl(26 ) X etc 3E4 Z , IFITL. A 00HEA'� STATE I TE COUNTY O . . . . . . . .FE 66]] TEXT 12 HARRIS I I CO SECT. JOB NON AY N0. . . - Si k44 7f"\ SCALE, 1" - 2O' 4.OzL It 0d9 IP H E2 SIGNAL HEAD SCHEDULE LEGEND J < U U U •U STRAIN POLE DESIGNATION INDICATION DESIGNATION u (J u INDICATION p---H, SIGNAL HEAD ! O O ® CABLE PUN DESIGNATION B R A G • WAG 1 WAY 3 SECTION 12" LENS HORIZONTAL O13 PULL BOX TSIGNAL HEADS STREET I WAY, 3 SECTION W/ "ONE WAY" SIGN B GROUND MOUNTED STREET -< - ii 14 AND DOWNLIGHT CONTROLLER CABINET A - 12" LENS HORIZONTAL R6-IR PUSH BUTTON PUSH BUTTON o /� SIGNAL HEADS — GALV. RIGID METAL CONDUIT WMT FOR WNT FOR `� "' w w WALK SIGNAL WICK SIGNAL m i L- # LOOP DETECTOR R A f C F.al---U1• R A G 1I WAY,1LENS SECTION DIRECTION OF TRAFFIC FLOW R10- 4oR RIO-4aL I 5 2 LENS HORIZONTAL O 12 'H 1 WAY 5 SECTION $O 10 SIGNAL HEADSSIG14 LUMINAIRE ARM k FI%NRE 'm I 12" LEN§ HORIZONTAL uc *u W/ ONE WAY" SIGN O O A SIGNAL HEADS R6-1L AND DOWNLIGHT PEDESTRIAN SIGNAL I W/ "PROTECTED LEFT J HEAD ON GREEN ARROW" PB2,P84 PBI, PB3 SIGN AND DOWNLIGHT PEDESTRIAN PUSH P86,PB8 P85,PB7 (� I D BUTTON & SIGN PB10,P812 P89,PB11 (}[/ I f DOLT STREET SIGN Wl 7HRU W12 WALK 90 , I "SPENCER HWY " I E Sn V U 11 1 50' Y_ POLE 11� POLE 1 P812 B � POLE 5 G PB7 POLE 4 O Wt 1 Y B1 Y! U r y C 89 W12 % I W7 B PBS B / A IA nor ® ore I X X PBS - � _ _ _ = = = 1 YE w WS - - - L-2C Y 180' cc O L-SC 8 9 _____ - L-SG E - __ I . W i4 -- _� L -28 — L-5F 160 ' — C� L-58 13 L-2A — _ 6 i �-j L_5p STREET SIGN -- STREET SIGN ) L-5E __ �l "BELTWAY 8 NORTH ' 10 ^ "BELTWAY 8 SOUTH " 5' _- --- ---- .._�- L-i0 5, 310.00 L-5D 5— _ STREET SIGN ^ tTYP.) ^ L-tE "BELTWAY 8 NORTH " c> STREET SIGN L-1A �! L-6A "BELTWAY B SOUTH " 1 160' - �y - L-/ F V F _ G7 JJ L-10 b -_- - 12 L-68 -,— 1B0' 2 P U C� L-1a A Y L-6C O W9 3 4 ' �1 I PBIO NOTES : R • O• W W4 N B POLE 2 F I I . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE Y P82 ABLE 7 I ONLY. SEE PAVEMENT MARKING SHEETS FOR DETAILS POLE 3 - _______________________________________ PB10 ! - PB3 W3 I 'V I AND OUANTITIE5 . POLE & CONTROLLER LOCATIONS PB4I h ,'n 2 • FINAL LOCATION OF SERVICE POLE IS SUBJECT TO DESCRIPTION STAB OFFSETS 1 APPROVAL QI BY H.L.P . ANY ADDITIONAL MATERIAL POLE NO . ' x REQUIRED TO MEET FINAL LOCATION SHALL BE 310+44 56 . 0 ' LT • STREET SIGN I A CONSIDERED INCIDENTAL TO ITEM " INSTALLATION 1 30' STEEL STRAIN POLE N '^ I -' "SPENCER HWY . ' OF HIGHWAY TRAFFIC SIGNAL " . 2 30 ' STEEL STRAIN POLE 310+42 51 . 0' RT . 3 • CONDUIT RUN ' Y ' CONSISTS OF A SPARE 2 " CONDUIT w/ 10 ' LUMINAIRE ARM { FIkTURE {Y7 FOR FUTURE USE . 3 30' STEEL STRAIN POLE 309+87 62 . 0' RT • ELECTRICAL SCHEDULE p �( 30' STEEL STRAIN POLE 309+87 56 . 5 ' LT . TRAFFIC ENGINEERING I DESIGN SYSTEMS, INC. 41 w/ 10' LUMINAIRE ARM { FLXTVRE ITEM DES!CGATI A 8 C D E F G H J K L M N P O R S T U V W X Y Z E F J I Y.6 XHHW a ≤ e 5 +1 30 ' STEEL STRAIN POLE 313 04 48 . 5 ' LT . POWEfl TRIPLEX J _ The %tw"Tf J I I oo.o,un i. u1r 6 30'. STEEL STRAIN POLE 313+02 40 . 5 ' RT • 2/C_Niq 7 8 2 2 2 5 2 2 3 3 3 1 1 5 5 7 7 3 1 2 2 Ol — W&k A. . VER, o„acy STATE DEPARTMENT OF HIGHWAYS w/ 10 ' LUMINAIRE ARM { F1XTV2E 1 1 1 1 _ K2u.'a aOYEx. P.E. 55]2] USPENcER AND PUBLIC TRANSPORTATION SIGNAL 4 /CC14 1 old !— ________ ,r ,t 7 30' STEEL STRAIN POLE 312+30 53 . 0' RT . I CABLE 5/C-u14 77it2312372211 2 4 377 11 2 3 .(� __ HWY . AT BELTWAY 8 7/C-1:14 3 3 3 1 1 2 1 3 2 2 1 2 2 3 3 1 1 21 C I i e y/7 __ 0 30 ' STEEL STRAIN POLE 312+30 48 . 0 ' . LT . TION .4 -' OPOSESIGNALIZAAY w/ 10' LUMINAIRE ARM { FIY•_zE LOOP #iq %NHW 6 2 A - PROPOSED LAYOUT GROUND MOUNTED 311 +00 50. 0' LT . DETECTOR 2/C-#14 1 2 2 5 6 8 1 1 1 1 1 1 7 5 5 i t 7 8 3 4 5 1 1 _� 11•• — •.+1j_ SHEET 46 OF 81E' FULL TRAFFIC ACTUATED 15HL0 ) i 1 1 i 1 1 I . `•, - `, CONTROLLER DIAMOND INTERCHANGE INTERCON. 12/C—:12 1 1 1 1 1 IR 8 Piy JO Eo.Fa. r[o[wa as PROJECT xo. CABINET CONTROLLERaK ' lriii_w;oducd. 56^rE CRP 91E(Lb ) d c ucrc 33G 3 1 1 1 1 1 56727 sr«rd. GALV. 2 1 1 1 u i Ah to POLE MOUNTED METER ' SERVICE DISCONNECT AND P . E • CELL . I I i 1 t 1 1 1 A J J j C�' • , ` N TE P6 a E2 'oo Hu+RHs^ CONDUIT 3 " i 1 1 CONT. 1 POLE MOUNTED JUNCTION SO% 4 " ry�\ • a STATIONS/OFFSETS FROM I� SPENCER HWY . TAB •• SCPL@ 1" 20' 5121 Bt11 we r u rY,• DIAMOND INTfRLHNNGE con1TR0lLE2 FURA)l5HID 13Y THE 5 �'r ILfl n,a,..., . - 57 ' 107 ' r1UGLVANIZED 11 ' 22 ' IRE STRENGTH ) ? JUNCTION BOX 1,1 T(AT 8 , SDRI l" 51 GALVANIZED I A ^ GUY WIRE - JJ ( HIGH STRENGTH ) j IZED SWAY H STRENGTH ) Era J' Tb p I � o I � , a 01 PBS LL PB t — 0 tb 0 P011 1 . 1 . POLE 2 POLE 4 ION LOOKING ELEVATION ,F'. ( OO ELEVATION LOOKING Y d ' l! `y e .I NORTHEAST N. T . S . ALL STEEL STRAIN POLES TO BE 30 * 119 ' 56 ' 19 ' _ GUY GALVANIZED 21 ' 11 ' 11 ' 546" GALVANIZED GUY WIRE ` GUY WIRE ( HIGH STRENGTH ) ( HIGH STRENGTH ) J vw.. e,� /, . x ^ ^ ° Als° GALVANIZED i J46" GALVANIZED x lt c x A s Y L / .p N A c GUY WIRE ( SWAY ,) ) ( HIGH STRENGTH ) 111 GUY WIRE ( SWAY CABLE CADLE ) ( HIGH STRENGTH ) JUNCTION BOX ' > In 0 I! w w '� I u z z YI¢ �II •� mci APB 2 . I#— w PB 3 ! PB 4 m w It h POLE 4 POLE 2 III w ij POLE 3 sill ,, POLE 3 H+ 3° (e) ELEVATION LOOKING ' t� ELEVATION LOOKING v IF e OO y ` R SOUTH o �,� '�' r-o WEST ( ~ N . T. S . ELECTRICAL SCHEDULE ITEM OESICNATIDN A B C D E F G H J K L M N P D R S T U V W X Y Z E F TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. POWER 96 XHHW TRIPLEX 1 / cwn ,,t .cae Inn �d b ontMs z/c-u14 a 7 e z z 2 s 2 2 8 3 3 3 7 1 5 s 7 7 3 1 2 I `� STATE DEPARTMENT OF HIGHWAYS SIGNAL 4/c—r.14 1 1 1 1 f .rz0.AowEe� v.E. se>zi AND PUBLIC TRANSPORTATION CABLE 5/C-1r14 7 7 1 7 2 1 2 3 7 2 1 1 2 3 7 7 1 1 2 3 ��t �f� 7/C-#t4 3 33 1 1 2 132J _ 1 22 3 3 1 1 2 z( M SPENCER HWY. AT BELTWAY 8 , 1997 ' (WEST FRONTAGE RD.) OOP #14 XHH'W a z SIGNALIZATION DETECTOR 2/c-I+14 1 2 2 5681111 1 1 7 55 1 1 J B 3 4 5 1 1 ELEVATION DETAILS ( SHED ) INTERCON. 12/C-ui2 1 1 7 i 1 1 7 7 1 1 1 SHEET 47 OF 81 AL JO PROJECT 140. " 3 1 • ,IFZN. A. OOAIEF iE 6Po. C.RPfl 111 (21 ) ('') C.EG R& CALV. 2 " 1 1 1 1 1 1 56727 s s'rrvo C CONDUIT 3 " 1 1 1 i t i EXA watt q •' ill 1 i t rvi � o,N TEXAS s HPR(✓IS SECT. ��.qZc Ib ,� ~ hiti Er , PHOTOELECTRIC CELL 97 ' 74 ' JUNCTION BOX 5AI6" 111 40 ' WEATHERHEAD GUY GALVANIZED 21 ' it ' 19 GALVANIZED r GUY WIRE GUY WIRE TRIPLEX CABLE /- SERVICE DROP ( HIGH STRENGTH ) ( HIGH STRENGTH ) _1• 7 T SPENCER HTY. 5 Ths" GALVANIZED R ]hs" GALVANIZED F GUY WIRE ( SWAY !J 3-1+6 XHHW , GUY WIRE ( SWAY CABLE ) ( HIGH STRENGTH ) 7 1 CONDUIT CABLE ) ( HIGH STRENGTH ) ux 13 UI (F�Y� ( � Cia !!II � METER �l'�^ = I � lU �� UP.IL1 _ SERVICE �Q 0 PB 9 m 'o o• PB 7 o DISCONNECT PB 8 =- PB 12 F1- I w II IN III m m '^ POLE 6 T' II by POLE 5 Q � POLE 5 t-N � I POLE 8 III - ? ELEVATION LOOKING - �»j ELEVATION LOOKING X Y NOR H N. T. S . N. T . S . ALL STEEL STRAIN POLES TO BE 30' 101 ' hs" GALVANIZED 11 ' 19 ' GUY WIRE ( HIGH STRENGTH ) - BELRAT E F71 R A 7� \ ELECTRICAL SCHEDULE V RAG GC _ " ! ITEM DE6I6NATIpt Rux A B C D E F G H J K L M N P Q R S T U V W X Y Z F J 33 „ s GALVANIZED EI #6 XHHW 3 GUY EIRE ( SWAY $1 POWER TRIPLEX 1 i zo CABLE ) 1 HIGH STRENGTH ) u s { 2/C-#14 8 7 8 2 2 2 5 2 2 8 3 2 11 5 5 7 7 J lj 2 SIGNAL 4/C-#14 1 1 1 1 1 ® = I CABLE 5/L-#14 7 77 1 1 23 1 2 7 2 2 1 1 4 3 7 7 1 1 2 T/C-#14 3 3 3 1 1 2 1 3 2 2 1 2 2 3 3 1 1 2 LOOP #14 XNHW 6 y w II DETECTOR 2/C-#14 1 2 2 5 6 6 1 1 1 / 1 1 7 5 1 7 8 3 4 5 1 1 III w SHLO ) I a �I INTERCON. t2/C-#12 1 1 1 t 1 1 1 1 1 1 1 .. III POLE 7 fy POLE 8 I'll 1 " 3 CONDUIT 1 1 1 1 1 1 ry +"^ ^ •Ed 4 " f i 1 1 1 1 /� Y ELEVATION LOOKING ' OX v w� ' WEST TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC. N . T . S . me ,.mcp==rN4 <" m. STATE DEPARTMENT OF HIGHWAYS ffZAL AOOMen,�Pe.s6727 fl AND PUBLIC TRANSPORTATION SPENCER HWY. AT BELTWAY 8 ( EAST FRONTAGE RD. ) sar '�� • I SIGNALIZATION ELEVATION DETAILS E SHEET 48 OF BEt • '••CVJ ••] .• D' FEDERAL AD PROJECT NO. E AFIN.WA. OOAIEP• , FIORD. (1 •)I ( ZO I { C s'.. E7 56]2] STATE TATS• COUNTY rENa TEXAS 0612 HARRIS r.••.. . I SECT. I JOB AY CONT. Iz DaI r a NO. arc- ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) FOUR-PHASE DIAMOND INTERCHANGE (FOR CONTRACTOR INFORMATION ONLY) PHASE MOVEMENT DIAGRAM UNIT QUANTITY DESCRIPTION ESTIMATE FINAL ii __. EA : W. FNTG. E. fNTG. CONTROLLER . FULL-ACTUATED DIAMOND INTERCHANGE w/ INTERNAL T . B . C. UNIT RD. I RD. CABINET . CONTROLLER ( GROUND MOUNTED ) w/HAROWIRE INTERCONNECT EA . 1 1 POLE . 30' STEEL STRAIN ( SP 308-1001 EA . 4 PHASE /8 1� POLE . 30' STEEL STRAIN ( SPL 308-100 ) A. 4 SIGNAL HEADS 1W-55 , 12 " LENS ' n ' f 0 ) . EA . 2 SIGNAL HEADS 1W-3S , 12 " LENS ( RYG ) EA . 12 EA. 12 PHASE 18, 25 _.-- SIGNAL HEADS . PEDESTRIAN "WALK - DON' T WALK " ( 12 " ) EA 12 �^ ! INTERVAL PUSH BUTTON . PEDESTRIAN EA 1 CLEARANCE CELL . PHOTOELECTRIC EA I GREEN DISCONNECT . SERVICE A . 9 r� —"- PHASE 25 ROD , s'e' x 8 ' GROUND EA . 6 BASELIGHT . FLUORESCENT EA 12 AMPLIFIER . LOOP EA. 22 BOX , PULL w/EXTENSION EA 2 PHASE 45 BOX . JUNCTION ( POLE MOUNTED ) EA. 2 INTERVAL SIGN. "PROTECTED LEFT ON GREEN ARROW ( 12 " x 36 " ) - EA 2 CLEARANCE SIGN . "SPENCER HWY . " ( D3-1 ) ( 10 " X VARIES ) 2 GREEN SIGN . "BELTWAY 8 NORTH " ( D3-1 ) ( 1B " X VARIES ) EA I PHASE 25. 16 SIGN . "BELTWAY 8 SOUTH " ( 03-1 ) ( 18 " X VARIES ) EA. 2 SIGN . "ONE WAY " ( R6-IR ) ( 36 " X 12 " ) EA. 2 SIGN . "ONE WAY " 1R6-IL ) ( 36 " X 12 " 1 EA. 2 SIGN . TO CROSS STREET —9 PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( RIO-40R ) EA . 6I � PHASE 16 SIGN . "TO CROSS STREET E— PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " % 12 " ) ( RIO-40L ) EA. 6 I L . F . 850 WIRE . #6 XHHW L . F . 7200 WIRE . #t c STRENGTH )4 XHHW L . F . 670 WIRE . Al " GALV . GUY ( SWAY ( HIGH STRENGTH ) WIRE . stir" GALV. OUT ( NIGH L . F . 1520 L-tA,B,C,D,E,F.G - DETECTOR CIRCUIT •2 CABLE . #14/2C ( SHIELDED ) L . F . 3080 L. F . 3082 L-5AB,C,D,E,F,C - DETECTOR CIRCUIT •1 CABLE . #14/20 L . F . 279 CABLE . #14 /4C L . F . 3505 CABLE . #14/5C L . F . 1535 CABLE . #14/70 L . F . BO CABLE . TRIPLEX L. F . 500 CABLE . #12/12C ( INTERCONNECT ) L . F . 200 LOOP DETECTOR SCHEDULE CONDUIT. 1 " RIGID METAL CONDUIT• 2 " RIGID METAL L . F . 1300 TRAFFIC SIGNAL TIMING- DURING CONSTRUCTION SIZE CONDUIT . 3 " RIGID METAL L. F . 300 LOOP ( ET ) AMPLIFIER SETTING FUNCTION CONDUIT . 4 " RIGID METAL C Y • 22 L-IA , B . C 6 ' x6 ' 1 PRESENCE CALL PHASE 16 CONCRETE . CLASS "A' WEEKLY HARDWARE . MISC . L S 1 PROGRAM 1-ID 6 x40' 2 PRESENCE CALL PHASE 16 EA 44 tt 0 H M C S L-IE . F . G 6 ' x6 ' 3 PRESENCE CALL PHASE 16 DETECTOR . LOOP UNIT 1 t 0 L-2A . B . C ( 25P ) 6'x6 ' 4 PRESENCE CALL & EXTEND PHASE 25 fl Op 1 10 L-4A , B . C ( 4551 6 ' x6 ' 5 PRESENCE CALL & EXTEND PHASE 45 * AE FUR)J15HEb 6Y THE ST71TE 18 1 4 100 L-40 . E . F 1455 ) 6 ' x6 ' 5 PRESENCE CALL & EXTEND PHASE 45 SAFETY LIGHTING 4 8 11 n 1 1 100 L-4G . H . J ( 45P ) 6 ' x6 ' 6 PRESENCE CALL d EXTEND PHASE 45 DESCRIPTION UNIT QUANTITY DAYS L-4K . L . M ( 45P ) 6 ' X6 ' 6 PRESENCE CALL & EXTEND PHASE 45 1 = SUN 6 = FRI L-5A , B . C 6 ' x6 7 PRESENCE CALL PHASE 25 ESTIMATE FINAL 2 = MOM 7 = SAT L-50 6 ' x40' B PRESENCE CALL PHASE 25 3 = WED 9 = E-DAY L-5E , F , G 6 x6 ' 9 PRESENCE CALL PHASE 25 ARM. LUMINAIRE 10' EA . 4 5 = THUR 0 = NEVER L-6A . B . C 116P ) 6 x6 ' 10 PRESENCE CALL & EXTEND PHASE 16 BALLAST , 250 WATT HIGH PRESSURE SODIUM EA • 4 L-BA . B , C ( 185 ) 6 ' x6 ' 11 PRESENCE CALL & EXTEND PHASE 18 L . F . 1022 1 2 3 4 INTERVAL L-8O , E . F ( 18$ ) 6 xG ' 11 PRESENCE CALL & EXTEND PHASE 18 CABLE . #14 /2C EA 4 _ L-BG . H . J ( 18$ ) 6 ' x6 ' 12 PRESENCE CALL & EXTEND PHASE 18 BULB . 250 WATT HIGH PRESSURE SODIUM — - -•d-- I �_ LBK . L . M ( 18P ) 6 ' x6 12 PRESENCE CALL d EXTEND PHASE 18 HARDWARE . MISC . L S 1 L� I —I r I �= �-- r ' r 15 4 1 4 - 1 70 SB 13 4 1 4 170 31 _ 17 4 1 4 3 70 3 8 5 4 4 60 59 5 6 7 8 INTERVAL TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING I ¢ L _..E- � I STREET W . FRNTG . ROAD E . FRNTG . ROAD rs ceum nt as a AQ thorn a^p EBL EB/WB NB STATE DEPARTMENT OF HIGHWAYS DIRECTION Ee/WB SB WBL 1s 4 1 70 6B .r2K�.E00UER. P.E. Ssni °" . AND PUBLIC TRANSPORTATION PHASE 1 2 3 4 5 6 7 8 _ 5 4 13 4 2 70 31 {/ p1 "t MINIMUM GREEN 10 . 0 5 . 0 5 . 0 5 . 0 10 . 0 5 . 0 `.�' 5 4 17 4 3 70 3 .([o•—v u _ 5 4 8 4 4 60 °.f SPENCER HWY . AT BELTWAY B EXTENSION 3 . 5 3 . 5 2 . 0 2 . 0 3 . 5 3 . 5 �� ts9y- SIGNALIZATION MAXIMUM GREEN 55 . 0 55 . 0 40 . 0 40. 0 65 . 0 55 . 0 0- 9 10 11 12 INTERVAL_ BASIS OF ESTIMATE & TIMING YELLOW CHANGE 4 . 0 4 . 0 3 . 0 3 . 0 4 . 0 4 . 0 < w A I .t '. + w ^:' SHEET 49 OF eSHE ALL-RED CLEARANCE 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 U ; FEDAD. FECIAK NO PR0JECt x0. ET PEDESTRIAN WALK 5 . 0 5 . 0 - - 5 . 0 5 . 0 7 LO' , µ'2%IA OOIAEti ,• 11 . 0 19 . 0 6 CRP gI (2L) 14Y 2LL 38 PEDESTRIAN CLEARANCE 1100 19 . 0 — 5 —� 4 5 4 1 70 60 567 7 y STATE T�., county ji RECALL OFF OFF OFF OFF ON OFF 5 4 5 4 2 TO 31 + ryfeD,ylt 5 4 3 70 3 ki"J,�1' TEXAS st2D HaiRi5 = 5 4 5 4 4 60 59 'Y CONT. SECT. .wD DRWA Fdo IL Ch EMI% no ''r Ut .t,=,.,.. .es. LEGEND J I T 0 TRAFFIC SIGNAL POLE I w 6—► SIGNAL HEAD SIGNAL HEAD SCHEDULE Ztv ( W -O- POWER POLE INDICATION DESIGNATION I a STREET SIGN R A G 000 ® ' t WAY, 3 SECTION K � DIRECTION OF TRAFFIC FLOW 12" LENS HORIZONTAL J I ENTEX GAS LINE SIGNAL HEADS I () WATER LINE W000 POLE II I {OJ — — SANITARY SEWER W/ METER . SERVICE II - - - _ _ DISCONNECT & it I ' / - • STORM SEWER CONTROLLER II /� It • - - - SW BELL TELEPHONE CONDUIT WOOD POWER POLE fr1j HL L P AERIAL RECYCLE CENTER WOOD POLE JI In a s ° • PROP , 6 " WL . �` R . O. W . ut - _ -/p-r - - - _ = _ _ _ _ � _ _ _ _ _Q - _ _ 2-42 " STM.--�--' _ - _ _ _ _ - _ _L _ _ --, r 3 4 2 7/8 " ENTEX I 325.00 SPENCER HWY . 323.00 - -r =- D, YO 00 G II ^ PROP . 16 " WL . - _ _ _ _ _ __ _ � B 7 - - 4 " ENTER ... ... _ _ _ _ _ 8 ' STM. _ _ --- v- -o _ _ ENTER it I 1 t]° PROP . 12 ' • WL , R . O. W. 11 0. II NOTES : I . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . IT IS THE CONTRACTORS RESPONSIBILITY TO WOOD POLE LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) ii WOOD POLE PRIOR TO COMMENCING WORK . THE CONTRACTOR 1 IS FULLY RESPONSIBLE FOR ANY AND ALL 1 DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE UTILITIES . WHETHER UNDER- GROUND . ABOVE-GROUND OR OVERHEAD . 11 I 2 . CALL THE UTILITY• COORDINATING COMMITTEE AT ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND II FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION I II IN AREA. II II TRAFFIC ENGINEERING M DESIGN SYSTEMS, INC, La II Fz II ( HI ° DEPARTMENT OF HIGHWAYS Pne ent wayoutg r4 IN. ,STATE ,,,,„,,,�, .,, ,",x,,,,,, „ AND PUBLIC TRANSPORTATION NZA A. OONER, P.E. 56727SPENCER HWY. AT SINCLAIR () ✓��® SIGNALIZATION z/7 • 1992- EXISTING CONDITION 11 I SHEET 50 OF 81 � J A A 0.P0. iEOEPu 2T HO PN0C O • • iAi 6 RP C,I(2& 1Yezc 3 • A.'ZN. A GONER 5 xTE si " LOUi TY ..... .. TEXAS 05 122 ° HARRIS tl�f: f 9y ONT. .06 9W SCALE: 1" - 20' 4_ IL C It`1Nxr Er LEGEND ELECTRICAL SIGNAL HEAD SCHEDULE SCHEDULE ra, STRAIN POLE INDICATION DESIGNATION 10-► SIGNAL HEAD ITEM DESIGRUNNATION A B C D F G H J K L M N P Q R S T U all CRO55 OO ® OOXCABLE ftUN DESIGNATION STREET w R a cz6 XHHW 3W d PULL BOX BUTTON Fi WAY, 3 SECTION g 10 GROUND MOUNTED 2/C-#12 3 3 3 5 5 2 10 FOR 12 ' LENS HORIZONTAL - 8_ CONTROLLER CABINET SIGNAL q /C-u12 SIGNAL HEADS - GALV , RIGID METAL CONDUIT CABLE 1 2 2 J 4 t 2 2 } 8 SIGNAL 5/C-z12 �-.--� 7 /C-ui2 1 1 1 1 i 2 2 J R R A - O O Z L - z �. LOOP DETECTOR RIO- 4oR RIO- 4oL zmnir LOOP u14 XHHW 6 ' CJ DIRECTION OF TRAFFIC FLOW DETECTOR 2/C-#14 ( SHIELDI __ 2 1 1 1 3 3 2 2 2 5 6 IV/AY, 4 SECTION O O 'f31 12" LENS HORIZONTAL LUhII NAIRE INTERCONNECT 12/C-u12 i 1 SIGNAL HEADS /� w/"LEFT ON ARROW ONLY' ♦ HEDESTft IAN SIGNAL I 3 I P82, PB4 P81, PB3 4 SIGN AND DOWNLIGHT . HEAD GALV. 2 t 1 1 P96, PBS PBS. P67 LI PEDESTRIAN PUSH CONDUIT 3 BUTTON d SIGN 1 1 1 C DONT WI THRU V18 WALK STREET SIGN = L "SPENCER HWY . " S - POLE 1 T 111 J K O P81 • P82 R . O. W . POLE 4 'x it --- J wt 0 B R . O. W. PD? . PRO I '�i- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _'>_ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - R I 2 D 2 A L_GA -_ _ 10 S I - STREET SIGN _" H L-6B G"=t "S INCLA IR " y 180 ' - N �.-5 I G� L-6C SPENCER HWY . •oo i _.L-s I '---- -- -----' 1I L-2C E� ____ 180 ' I 4 _ ST EET SIGN STREET SIGN L_28 C . M I "SFIENCER HWY . " 5 "SINCLAIR " __ _.- -.- -- I I F L-2A D 1 7 6 A _C WE U _. W3 _ _ _ _ _ _ R . O. W. W5 L /4 R. O. W. \ POLE 2 POLE 3 PB3 . PO4 NOTES : PB5 . Pas C I . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS PHASING DIAGRAM POLE & CONTROLLER LOCATIONS DETECTOR SCHEDULE AND QUANTITIES . RING t LOOP SIZE AMPLIFIER SETTING FUNCTION 2 • FINAL LOCATION OF SERVICE POLE IS SUBJECT TO POLE NO DESCRIPTION Qb STA_ OFFSETS L-1 6 ' x50 ' 1 PRESENCE CALL d EXTEND 01 APPROVAL BY H . L . 8P . ANY ADDITIONAL MATERIAL tO O NOT uO 325+90 47 . 0 ' LT. L-2A 6 ' x6 ' 2 PULSE CALL d EXTEND 02 REQUIRED TO MEET FINAL LOCATION SHALL BE u$ED 1 34 ' STEEL STRAIN POLE L-2D 6 ' x6 ' 2 PULSE CALL d EXTEND 02 CONSIDERED INCIDENTAL TO ITEM " INSTALLATION 34 ' STEEL STRAIN POLE 326+00 48 . 5 ' RT. L -2C 6 ' z6 ' 2 PULSE CALL d EXTEND 02 OF HIGHWAY TRAFFIC SIGNAL " . p5 m aaO 2 W/ 10 ' LUMINAIRE ARM d FIXTURE L-4A TOTAL .* 3 PRESENCE CALL & EXTEND 04 3 . CONDUIT RUN ' U ' CONSISTS OF A SPARE 2 " CONDUIT L-4B 6 ' x50 FOR FUTURE USE . OI. O USED I 3 34 ' STEEL STRAU1 POLE 34 ' STEEL STRAIN POLE 325+12 47 . 5 ' RT . L-5 6 ' x50 ' 4 PRESENCE CALL d EXTEND 05 L-GA 6 ' x6 ' 5 PULSE CALL & EXTEND 06 4 '* }25+08 97 . 0 ' LT. L-68 6 ' x6 ' 5 PULSE CALL d EXTEND m6 TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. W/ 10 ' LUMINAIRE ARM & FIXTURE L-6C 6 ' xfi ' 5 PULSE CALL d EXTEND 06 BARRIER PING 2 GROUND MID . W/ NEMA em 325 +18 BO . D ' LT . L-BA TOTAL *' 6 PRESENCE CALL & EXTEND m8 CONTROLLER FULL TRAFFIC ACTUATED K�n"7 L-8B 6 ' x50 ' CABINET CONTROLLER 'V" * TO BE SPLICED IN PARALLEL TO 1 -2/C #14 SHIELDED STATE DEPARTMENT OF HIGHWAYS wy"�ma ^y AND PUBLIC TRANSPORTATION POLE MOUNTED METER . SERVICE DISCONNECT AND P . E . CELL . ` SPENCER HWY . AT SINCLAIR t POLE MOUNTED JUNCTION BOX I SIGNALIZATION A STATIONS/OFFSETS FROM SPENCER HWY . PROPOSED LAYOUT to seol cu .=rimoa:.t s 't6 i " . SHEET 51 OF 81ci w?AL A COVER. P.E. $6]2] AFZAL 00EIER , PI FED[NN. LPN r NO. // // 56]0] iE6N0 s iFt�IMYE 3D ' �q 4r of55tt55 aE . :W Si61E si xo COUNTY /� 7 , l99 — tis%d.'2i _` TEXAS 12 HiARIS 'TT CONT. SECT FoCInVAYIlD. SCFLEI r 20' (b 12 I Ml' 96 ' PHOTOELECTRIC CELL JUNCTION BOX 82 ' 24 11 19 11 25 WEATHERHEAD S,�S" GALVANIZED SERVICE DROP ( HIGH HI ST yy // mss, / I HIGH STRENGTH ) 111 z3,,D•• CA IZEO It A /-K. R n c SPEHCEft NAY. R n F P A C GUY WIRE ( SWAY 1 " II #CONDUIT I - - Ids" GALVANIZED j GUY WIRE ( SWAY i. CAOLEIIHIGH STRENGTH ) (51 CABLEICHIGH STRENGTH ) I u a o �i II f� � � . I z Pu IY �� i PB 3 METER - PS 2 PB I to o PB 8 SERVICE POLE 2 DISCONNECT� 1 I�I POLE 1 III POLE 1 I EV o Ii POLE 4 .Fy u DD u ELEVATION LOOKING �. 0 s ELEVATOON .1OOKING � .• '. -� • FAST • NOR)=1 I� N. T . S . N. T . S . ALL STEEL STRAIN POLES TO BE 34 ' 94 ' PHOTOELECTRIC CELL BB ' 27 ' 11 ' 18 ' JUNCTION BOX "IC' GALVANIZED 11 ' 26 ' GUY WIRE GUUY GALVANIZED ( HIGH STRENGTH ) GUY WIRE ( HIGH STRENGTH ) N SINCLAIR SPENCEfl HEY. ' ° M P A n c P P A L R i'Is" GALVANIZED 1' )h6" GALVANIZED AMY GUY WIRE ( SWAY GUY EW) ( HRE GH( S ST CABLE ) ( HIGH STRENGTH ) CABLE ) 1 HIGH STRENGTH ) II' L II I METER U h i� SERVICE PB T DISCONNECT PD 6 u PB 5 u PS 4 0 cU .. 'I I� III of POLE 4 c '0POLE 3 u, I POLE 3 1 r I POLE 2 fy � I D o u ELEVATION LOOKING _' (� (s�--� J v ELEVATION LOOKING'„ WFSTC' `- ' Yr�I SOUTH N . T . S . `V N. T . S . ELECTRICAL SCHEDULE RUN ITEM DESIGNATION ABCDFGHJKLMNPQRSTU 3 TRAFFIC ENGINEERING 6 DESIGN SYSTEMS, INC. POWER #6 XHHW 2/C-#12 3 3 3 5 5 2 2 210 . SIGNAL 4 /C-#12 1 1 CABLE 5/C-#12 1 2 2 3 4 1 2 2 3 e STATE DEPARTMENT OF HIGHWAYS 7/C-#12 1 1 1 — 1 1 2 2 a he „'toJa°,°,`aajpi:.a e E AND PUBLIC TRANSPORTATION Kiu. A. OOUEP,1P.E. 5672] b2'. te" LOOP #14 XHHV! 6 2 =�� SPENCER HWY . AT SINCLAIR DETECTOR 2/C-#14 ( SH ! EL0 ) 1 2 1 1 13 3 2 2 2 5 6 �. SIGNALIZATION INTERCONNECT 1 __-4:12 1 i s /7 ELEVATION DETAILS SHEET 52 OF 81 I •• 3 1 !r / iEO.PO. FECERK ND PROJECT NO. SHEET GALV . 2 ^ i 1 1 1 CONDUIT 3 ..s •• s tPY'. .STATE 2L• NI'CO N the 1 4 i 1 i � aFZL OONEfln STATE $T.ND 58227 . . . ..0 /\0.v TEXAS O 12 HARRIS 'R;,�RFt�STE CONT. SECT. JOB HWAY ND. Rn �n i2- call D N alt ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTION UNIT ESTIMATE FINAL CONTROLLER . 8-PHASE FULL-ACTUATED w/INTERNAL T. B . C . UNIT EA. I CABINET . CONTROLLER ( GROUND ) OUNTED ) w/HARDWIRE INTERCONNECT - "rrsE CYCLE NO. 1 2 3 EA . I INITIAL 1 2 3 4 LENGTH 60 35 35 POLE . 34 ' STEEL STRAIN / SP 34D-100 ) EA . 2 CAP _ _ _ OFFSET 0Z 07. 01. _______ POLE. - 34 ' STEEL STRAIN ( SPL 340-100 ) . EA. 2 MAX - - _ _ I . SPLIT _ _ EA . 2MAX - - - - P3 SPLIT SIGNAL HEADS 1W-4S . 72" LENS ( RAY s ) y - P4 SPLIT 347. 507. SIGNAL HEADS 1W-35 . 12 " LENS ( RYG ) EA . B RED - _ P1 LAG OFF - OFF SIGNAL HEADS . PEDESTRIAN "WALK - DON ' T WALK " ( 12 " ) EA . - 8 WA K - - - - P LAG DFF _ OFF PUSH BUTTON , PEDESTRIAN EA . 8 - P _ _ _ 5 SPLIT C2P5 C2SS T MAX CELL . PHOTOELECTRIC - - EA . 1 IF C2PS = ON - CYCLE 2 USES CYCLE 1 SPLITS DISCONNECT . SERVICE EA . 1 IF C2SS = ON - CYCLE 2 USES CYCLE 3 SPLITS ROD . st( x 8 ' GROUND EA . 5 BASELIGHT . FLUORESCENT EA . 2 TIME BASE COORDINATOR AMPLIFIER . LOOP EA . 6 STP OUTPUT TIME fl DAYS CYCLE OFFSET CYCLE OFFSET 00 NONE 0600 P a 1 1 Cl 0 BOX . PULL_ w/EXTENSION EA . 6 01 1 0600 A 8 2 2 C2 BOX . JUNCTION ( POLE MOUNTED ) - EA. 1 7 0300 P 8 2 3 C3 03 SIGN . "LEFT ON ARROW ONLY " ( 12 " x 36 " ) EA . 2 I 1100 A 7 2 4 04 SIGN , "SPENCER HWY . " ( D3-1 ) ( 18 x VARIES I EA . 2 OS EA 2 05 SIGN . 'SINCLAIR" ( D3-1 ) ( 18 x VARIES ) . • DAYS SIGN. "TO CROSS STREET —I PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " 1 ( fl10-4aR ) EA . 4 1 = SUN 6 = FRI SIGN . "TO CROSS STREET 4— PUSH BUTTON WAIT FOR WALK SIGNAL " 19 " X 12 " ) ( RIO-4 aL ) EA . 4 OUTPUT 1 FOR CYCLE 2 2 = MON 7 = SAT WIRE . #6 XHHW L . F . 85 5 = WED 9 = W-DAY WIRE . #14 XHHW L . F . 2800 WIRE . 74s" GALV. CU? ( SWAY CABLE ) ( HIGH STRENGTH ) L . F . 395 WIRE . sas" GALV . GUY . ( HIGH STRENGTH ) L . F . 1000 CABLE . #14/2C ( SHIELDED )' L. F . 1575 CABLE . #14/20 L . F . 1557 CABLE . #14 /4C L . F . B7 CABLE . #14/5C - - L . F . 1503 CABLE . #14/iC L . F . 356 CABLE . #12/12C ( INTERCONNECT ) L . F . 85 CONDUIT . 1 " RIGID METAL L . F . 100 CONDUIT . 2 " RIGID METAL I . E . 395 CONDUIT . 4 " RIGID METAL L . F . 85 ' CONCRETE . CLASS "A " - C . Y . 17 HARDWARE . MISC . L . S . 1 - - DETECTOR . LOOP UNIT EA. 12 SAFETY LIGHTING QUANTITY DESCRIPTION UNIT ESTIMATE FINAL ARM. LUMINAIRE 10' - EA , 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM - EA . 2 CABLE, #14 /2C L . F . 380 BULB . 250 WATT HIGH PRESSURE SODIUM EL 2 HARDWARE . MISC . L . S . TRAFFIC SIGNAL PERMANENT TIMING TRAFFIC ENGINEERING & DESIGN SYSTEHS, INC. STREET SPENCER SINCLAIR SPENCER SINCLAIR DIRECTION WBL EB Se EBL WB , NB STATE DEPARTMENT OF HIGHWAYS PHASE 1 z 3 4 5 6 7 8 w°'ER,PEi scvby AND PUBLIC TRANSPORTATION MINIMUM GREEN 5 . 0 10 . 0 2 . 0 5 . 0 10 . 0 2 . 0 4� q EXTENSION 2 . 0 3 . s 2 . 0 2 . 0 3 . 5 2 . 0 _. ._,_2{P.Y�e= SPENCER HWY. AT SINCLAIR MAXIMUM GREEN 10 . 0 90 . 0 H 20. 0 10 . 0 90 . 0 F— 20 . 0 2f7 . Is9 z F EST ATION M YELLOW CHANGE 3 . 0 4 . 0 4 . 0 3 . 0 4 . 0 4 . 0 BASIS OF ESTIMATE & TIMING ALL-RED CLEARANCE 1 . 0 1 . 0 1 . 0 - 1 . 0 1 . 0 1 . 0 .,;t• S.+F SHEET 53 OF 81 PEDESTRIAN WALK - 5 . 0 5 . 0 — 5 . 0 5 . 0 ono EEo€Rn. MO P"oh[r no. SHEET PEDESTRIAN CLEARANCE - 13 . 0 19 . 0 - 13 . 0 19 . 0 !s£} A b'ouEa FED no, �ET sury tin FEDI AD FROACT NO PEDESTRIAN CLEARANCE ago da 19 * 0 13mo 1960 6 P gl ( Zv ) fxcLc ?q RECALL OFF ON OFF OFF ON OFF ssiz] I STATE STATE CovnTY . A5s727 ✓ TEXAS 512 Ec,c HARRIS Ftia" COxi. 5 JOB NWAY Y�^ IL Qcu �epl R No. E, . \ \ LEGEND C b \ \ ctsw \ SIGNAL HEAD SCHEDULE . 0 TRAFFIC sIGNa. POLE 0-4 SIGNAL HEAD "SECTION ION DESIGNATION 'A \lP O O O 0 � ^ g POWER POLE C 1 2 4 5 lr �E ECTION g 7 O g ter- STREET SIGN RIZONTAL O OEADS \\ CONTRD LOUNTED O \\ CONTROLLER CABINET \\\1CJ DIRECTION Of TRPffIC FLOW 3 " SECTION S VE DC SAL 11L ER AS LINE \1 1 ENTEX G WATER LINE y \\ 48 " STM• SANITARY SEWER WOOD POLE \\ \\ 2-42 " STM _ _ - _ _ - - STORM SEWER . \\\ \ WOOD POLE - - - SW BELL TELEPHONE CONDUIT . S ,W. B . T. CONDUIT S 36 " STM• \ \ \ PROP . 6" WL • I _ _ - O - - .- --__ \ 6 % 4 BOX PROP. 0 - - - - - - - - - - - - - - - - \ 2 15 " SAN. \\\ 10" SAN • \ \ PROP . 12 " . WL• \ \ \' It\ S SPENCER HWY . C> 2-42 " STM• \\ 7 \ /- 36 " 5Th. CJ PROP . 6' X 3 ' . 00X _ _ - _ - - - - _ _ _ [� Yl _ - - 6 " ENTEX - - - - - . - - - - - 2-36" STM. 2^. ENTEX \ 18 " STM. - - 4 ' ENTEX - - - - PROP • 12 " w1 . \\ \ , PROP . 5 X 4 BOX o 21 " SAN. vi BOX N \ \ 8 " WL . W000 POLE � 1 \ R• O . W. \ \ PROPOSED JUNCTION BOX WOOD POLE \ \ WI METER & SERVICE 1 \ \;\ DISCONNECT NOTES : R . C . P. \ \\ " 11 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . 60 - TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC. IT IS THE CONTRACTORS RESPONSIBILITY TO \ \ LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) g, \ \ M PRIOR TO COMMENCING WORK • THE CONTRACTOR \ \ O C� . [S FULLY RESPONSIBLE fOfl ANY AND ALL \ \ DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND - u The +<MOpp.o,mn o" ln . •PENCERHWY. MD;Tr/ TREBOR STATE DEPARTMENT OF HIGHWAYS PRESERVE THESE UTILITIE . UNDER— me"ma"1 •o. outo,n.ee N KEAL AO "EF. P.E. $6"/3>\m 2• CALL .TITYCOOIGT �+/�-a--'`� .( 7131 223-4567 ' FOR LOCATION OF UNDERGROUND ,A — , t99Y EXISTING CONDITION FACILITIES 72 HOURS PRIOR TO ' ANY EXCAVATION K m \ SHEET 54. OF 81 IN AREA. N p EEO.RO. EEOERA. AD PROJf E No. S;X E {' ':: $6 LL � I'( X OCOLL -AQEI NA /FIILA DONE • Y AfE STATE ONLY 56727 /\q TEXtS O 12 HARRIS '11T,r< 1 , 'V\ CON1, SECT. JOB HGM"AY SCALE( 1" • 20' fio2 12. 0th U k N fIoo'Tauo. :EE4 \ \ SIGNAL HEAD SCHEDULE INDICATION DESIGNATION ELECTRICAL O O2 Qa 05 LEGEND 10 CROSS TO CROSS ,•• RUN A B C D E F G H J K L M N P O R S T U \ v, 1WAY, 3 SECTION O Q OO 10 STREET ea. -6- STREET .. STRAIN POLE ITEM DESIGNATION 12" LENS HOR120NTPL �� SIGNAL HEAD 3 'p . SIGNAL HEADS n PUSH BUTTON PUSH BUTTON POWER _ XHHW !nm � YlP1T FOR WNT F°R CABLE RUN DESIGNATION 2/C-•14 2 2 2 2 5 5 3 3 3 10 WALK SIGNAL WPLK SIGNAL SIGNAL 4/C-•I4 _ _ tl PULL BOX R R A A 3 8 CABLE 5/C-•14 1 2 3 4 5 1 2 2 3 9 NTGROUND MOUNTED • vc-•1a 1 1 1 1 1 22 RIO- 4oR R10-4p1 B CONTROLLER CABINET iWAY, 4 SECTION - - CALV . RIGID METAL CONDUIT HW 6 2 12" LENS HORIZONTAL LOOP 1 2 1 1 1 1 3 } 2 2 2 6 SIGNAL HEADS L - rr LOOP DETECTOR DETECTOR -•1 w/"LEFT ON ARROW ONLY 1 1 i 1 1 SIGNAND DOWNLIGHT ' t=,> DIRECTION OF TRAFFIC FLOW INTERCONNECT 12/C-•12 P82, P°4 PBL P83 — LUMINAIRE • 1" 3 1 I 1 WI THRU Y/B PB6, PB8 PBS, PB7 DOLT PEDESTRIAN SIGNAL CALV: 2" WALK HEAD CONDUIT 3" 1 1 1 PEDESTRIAN PUSH • 4" m " BUTTON & SIGN C STREET SIGN "SPENCER HWY.' POLE 1 U P81, P82• W8 POLE 4 �' L D P07 , PB6 WI U B W7 II 2 W2 \ /c A R. O. W. F L-6A E 0 180 ' R . 0 • W • -- STREET 51GN L-69 "D-ENKMAN/TREBOR" 9 M �- G 5' _ _ L-6C ITYPJ 3 360 . 00 '�-- d -- L-1 N S?E�{CEl�HYC� p STREET SIGN STREET SIGN ------ 356.0° nn "DENKMAN/TREBOR" r1 180` "SPENCER HWY." p G� L_2C H ._---- 7 QRS W3 ----_ v • __ L'2B W6 _ _ A --- _ _ ' '- _ D J5 K POLE 2 � ' r 8 U 111 P83 . PDA 4 - POLE 3 f PBS . .PB6 y tt a R. O. W.R LOOP DETECTOR SCHEDULE 1t\\ T NOTES : LOOP SIZE AMPLIFIER SETTING FUNCTION CALL & EXTEND 01 G I . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS POLE & CONTROLLER LOCATIONS L-1 A 6 X60, 2 PRESENCE CALL & EXTEND 02• ULSE CALL & EXTWD 02 AND QUANTITIES . DESCRIPTION STAB OFFSETS L-28 6 ' X6 ' 2 PULSE CALL & EXTEND 02 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO POLE NO L-2C 6 ' X6 ' APPROVAL 8Y HL & P ANY ADDITIONAL MATERIAL 34 ' STEEL STRAIN POLE 358+08 46 . 5 ' LT . L-4A TOTAL* } PRESENCE CALL d EXTEND m4 REQUIRED TO MEET FINAL LOCATION SHALL BE it W/ 10' LUM INAIRE ARM & FIXTURE Lq0 6 ' X50' CONSIDERED INCIDENTAL TO ITEM " INSTALLATION TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. 34 ' STEEL STRAIN POLE 359+23 48 . 5 ' RT . L-5 6 X50 4 PRESENCE CALL & EXTEND m 5 2* L -6A 6 ' X6 ' 5 PULSE CALL d EXTEND m 6 OF HIGHWAY TRAFFIC SIGNAL " .L-60 6 ' %6 ' 5 PULSE CALL d EXTEND m 6 3 3q ' STEEL STRAIN POLE 358+30 48 . 5 ' RT . L_6C 6 ' X6 ' 5 PULSE CALL & EXTEND 0 6 3 . CONDUIT RUN ' U ' CONSISTS OF A SPARE 2 " CONDUIT W/ 1STEEL NAIRE ARIA d FIXTURE L-8A TOTAL'S' FOR FUTURE USE . 6 PRESENCE CALL d EXTEND m 8 4 34 ' STEEL STRAIN POLE 358+20 60 . 0 ' Li . L-BB 6 ' X50 ' a �MM aRa • STATE DEPARTMENT OF HIGHWAYS me e•waRo•a�q on a e F R< r ATED PUBLIC ENT O OR HIGHWAYS N'ZA�A OOMER, P.E. 56727 A:S of GROUND MUD . 47/ACNETUATA 8ED PHASING 359+09 68 . 0 ' RT . TO BE SPLICED IN PARALLEL TO 1 -2/C n14 SHIELDED . E�& SPENCER HWY. AT DENKMAN/ TREBOR CONTROLLERATION FULL TRAFFIC ACTUATED PHASING DIAGRAM �n�1 qq CABINET CONTROLLER RIND I 2/ 2/" / 12- SIGNALIZATION O m y PROPOSED LAYOUT POLE MOUNTED METER . SERVICE DISCONNECT AND P . E . CELL . ..- O oT d SHEET 55 OFI SHEET 81 t POLE MOUNTED JUNCTION BOX 0 used 01 .�7 fEO.RO. PFOER71 NU PROhEf x0. tfl STATIONS/OFFSETS. FROM SPENCER HWY . 6 N F �Af 6 CRP 7qr (i�) hIY CEG i ..1 If2& AOONER STATE AIp COUNTY _ OT �0t 5672) nn TEXAS 0512 HARI6•O O USED O • �� prsS l�1F OLY� '✓ NWRw• �ikw Aq tout secr. .roe SCALE71" - 20' __ 2. 0� 1 tINr x • 8MRIER SING 2 Lit eeavi.<e�e .oe. __._ • _ ._ ____ —.— —.—_._ 03 ' PHOTOELECTRIC CELL 71 ' ''ry " GALVANIZED JUNCTION BOX --, GUY WIRE 21 ' 11 ' 21_ WEATHERHEAD G, G" GALVANIZED t1 29 ( HIGH STRENGTH ) SERVICE DROP GUY WIRE re ( HIGH STRENGTH ) N I �OEIHVJH-iREE�� -- �I L R ^. 1 " CONDUIT 4 3U "' GALVANIZED 34G" GALVANIZED RaGE1 SIT GUY WIRE ( SWAY ₹ � GUY WIRE ( SWAY CABLE ) ( HIGH STRENGTH ) i! ,I, CABLE ) ( HIGH STRENGTH ) '11 IJ� �j "�" METER - �ll � ®QIP o a c o �— SERVICE PB 2 W PB 3 DISCONNECT • % I PB 8 PSI I� N • o •t NI o � POLE t POLE 2 POLE 1 in POLE 4 e u ELEVATION LOOKING v �� 7 - � ELEVATION LOOKING• '. NORTH EAST I . N. T . 5 . N . T . S . ALL STEEL STRAIN POLES TO BE 34 ' 109 '• GIG GALVANIZED• . 91 , . - GUY WIRE ( HIGH STRENGTH ) t1 , 27 ' 11 ' 16 14 cu , • PHOTOELECTRIC CELL , GALVANIZED • GUY WIRE \ ( HIGH STRENGTH ) G Y F s SPENCER 11V'. XAth V 1 K � F Rr of a r • 3' " GALVANIZED 'y ( FACING EASTBOUND GUY WIRE ( SWAY P 34G" GALVANIZED TRAFFIC ) } CABLEI ( HIGH STRENGTH ) GUY WIRE . ( SWAY u o �� CABLEI ( HICN STRENGTH ) { �I, METER __ ®QJ _ s SERVICE u a ; o DISCONNECT ₹o I'� PB 4 • P85 'II III PB 6 w PB 7 w a+ p II r POLE 3 ��, �I POLE 3 POLE 4 III POLE 2 EN � . ELEVATION LOOKING `="L-'� :.f D u ELEVATION LOOKING v �-• '�( v • :j" SOUTH =• ` r� WF �T N . T . S . S N. T . S .• ELECTRICAL SCHEDULE ITEM DESIGNATION ABCDEF GHJ KLMNPORSTU POWER •6 XHHV1 3 2/C-•t4 2 2 2 2 5 5 3 3 3 10 TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. SIGNAL 4/C-•14 I t CABLE 5/C-• 14 1 2 3 3 4 5 1 2 2 ) 9 7/C- •14 1 1 1 11 22 • eP tmh 'u`: i •A awca veaGTzi STATE DEPARTMENT OF HIGHWAYS Loop • 4 xH 6 z AND PUBLIC TRANSPORTATION DETECTOR / HI t 2 1 1 1 1 3 3 2 2 2 56 MITERCONNECT 12/C/Cb1-•12 ,i9a SPENCER HSGNALIZATION AT PN/ TREBOR ELEVATION DETNLS 31 r,, f GPLV. 2" 1 1 1 t SHEET 56 OF 81 CONDUIT 3" • ;* D & MO PROJECT RO BI 1 1 1 wt FEDER GG)2] EE 6RD' (',RP ga2U) MP erz 4rfAf@ / .P Si^lE sl�110 COUNTY TEXAS 12 HMRIS CONY. SECT JOB Gxw^Y ogo 12. 009 HrH{ GG ESTIMATE SUMMARY OF MATERIALS FOR I (FOR CONTRACTOR INFORMATION ONLY) QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTION UNIT ESTIMATE FINAL EA . I - INTERNAL TIME BASE WCOINATOR • CONTROLLER . B-PHASE FULL-ACTUATED w/ INTERNAL T. B . C . UNIT EA . I C C 1 COO D N T D MISSIVESCABINET . CONTROLLER ( GROUND MOUNTED ) W/HARDWIRE INTERCONNECT EA 2 SPLIT I RING4 POLE . 34 ' . STEEL STRAIN ( SP 340-1001 LENGTH " EA . 2 Fs ` RIN • POLE . 34 ' STEEL STRAIN ISPL 340-100 ) ' EA 2 4 SIGNAL HEADS 1W-45 . 12 " LENS ( PRY �B'7- EA . 9 INTERNAL TIME BASE COORDINATOR 5 6 SIGNAL HEADS 1W-35 . 12 " LENS CRYG ) EA . B CYCL COOK NA7 PERMISSIVES S PUSH B HEAO5 . PEDESTRIAN "WALK - DON ' T WALK " ( 12" ) EA• 0 SPLIT 1 RING 1 47 DAYS PUSH BUTTON. PEDESTRIANLENGTH fl 2 = MON 7 - SAT EA . I OFFSET RING 2 _ CELL , PHOTOELECTRIC EA . 1 3 = TED 9 = E OAY ROD , 5NECT . SERVICE EA. 5 INTERNAL TIME BASE COORDIM5 THUR 0 = NEVER ROD . a4' x IT GROUND EA, 2 BASELIGHT . FLUORESCENT CYCLE CO6R0 NATED R ;NGr1 EA . . 6 SPLIT 1 AMPLIFIER . LOOP EA. 5 LENGTH ' BOX . PULL w/EXTENSION EEL 1J'4 RING 2 EA . 1 FFSET 4' BOX . JUNCTION ( POLE MOUNTED ) EA . 2 SIGN . "LEFT ON ARROW ONLY " ( 12 " x 36 " ) r"•ss 1 2 3 4 5 6 7 8 SIGN. "SPENCER HWY . " 1D3-11 ( 1B " x VARIES • ) EA. 2 EA 2 NITIAL S ICN . "DENKMAN/TREBO fDJ-1l ( 18 " x VARIES l EA . 4 µ X SIGN. "TO CftO55 STREEE T PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( RIO-4aR ) EA 4 % SIGN. "TO CROSS STREET E— PUSH BUTTON WAIT FOR WALK SIGNAL " . ( 9 " X 12 " ) ( RIO-40L ) Y L . F . 300 RED WIRE . #6 XHHW L. F • 2015 WA WIRE . #14 XHHW WEL. L . F . 410 T WIRE . T5s" GALY. GUY ( SWAY CABLE ) ( HIGH STRENGTH ) L . F . 1175 CABLE .hs " GALY. GUY ! HIGH STRENGTH ! L . F . 1625 CABLE . #14/2C ( SHIELDED ) - L , F , 165? CABLE . #14/20 L . F . 96 CABLE . #14 /4C L . F . 1970 CABLE . #14/50 L . F . 411 CABLE . #14 /70 L . F . 215 CABLE . #12/120 ERCONNECTI L . F . 150 CONDUIT . i " RIGIDID M METAL . L . F . 455 CONDUIT . 2 " RIGID METAL L . F , 115 CONDUIT . 4 " RIGID METAL C . Y . IT CONCRETE . CLASS "A" . L , 5 • 1 HARDWARE . MISC. EA . 12 DETECTOR LOOP UNIT SAFETY LIGHTING UNIT QUANTITY DESCRIPTION ESTIMATE FINAL ARM. LUMINAIRE I0' EA. 2 EA. 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM 440 CABLE . #14/20 L FEA . 2 BULB . 250 WATT HIGH PRESSURE SODIUM EA I HARDWARE . MISC. TRAFFIC ENGINEERING 6 DESIGN SYST£YS, INC. TRAFFIC SIGNAL PERMANENT TIMING STREET SPENCER DENKMAN SPENCER TREBOR ""oxsE °;,;"e WBL EB SB EBL WB NS ," a ss727 STATE DEPARTMENT OF HIGHWAYS 1 2 3 4 5 6 7 B AND PUBLIC TRANSPORTATION GREEN 5 . 0 10 . 0 2 . 0 5 . 0 10 . 0 2 . 0 w � 199z cyp� e� SPENCER HWY. AT DENKMAN/ TREBOR N 2 . 0 3 . 5 2 . 0 2 . 0 3 . s 02 . o SIGNALIZATION GREEN 14 . 0 75 . 017 . 0 70. 0 1- 30 . 0BASIS OF ESTIMATE & TIMING HANGE J • O4 . 0O 1 O 1 0 O10 • SHEET 57 OF at CLEARANCE 1 . 0 1 . 0 5 . 0 4 ss sx Aro vaaasc7 x0. sx�cT.. . .. . ... . . . . . .— 5 . 0 5 . 0 — u'iiiw oduEd,. PEDESTRIAN CLEARANC 5s T20.C r260 lRP o91 o20 � 1- O o9 G. STATE TA's9COUNT, RECALL - rO`f ' • y q TEXAS 0 12 HPRP.IS CONT. srcr. !MAY x0. SO 20 iz C(h Ncr- p Ei LEGEND O TRAFFIC SIGNAL POLE SIGNAL HEAD SIGNAL HEAD SCHEDULE --� INDICATION DESIGNATION -O- POWER POLE R A C STREET SIGN IWAY , 3 SECTION 8 9 ti t2 O—O PROBE DETECTOR 12 " LENS HORIZONTAL T. GROUND MOUNTED SIGNAL HEADS ❑ CONTROLLER CABINET O O 7O 10 C� DIRECTION OF TRAFFIC FLOW R R A y m �R Y ENTE% CAS LINE i WAY . 4 SECTION a_ \ \ .n 12 " LENS HORIZONTAL \\\ ~ SIGNAL HEADS r c^ p S . W.B. T. MN RIGID METAL CONDUIT w/ "LEFT TURN" a . •• SIGN AND DOWNLIGHT �my, 9Q -- WATER LINE — U R V — SANITARY SEWER - - _ _ _ _ _ . STORM SEWER \ \ \ C — STEEL STRAIN POLE — __- SW BELL TELEPHONE CONDUIT STEEL STRAIN POLE I 7! ' \ 6c0 . " SAN. U O 5 UI I 11 S Z > y W V . I a BC R . O. W. Os II \ \ 7 24 " SAN. vl R . O. W. _ -PROP . 24 ' ❑ 40 " STM. -R.W. M. - SAN . 160" STMJ S. W. B . T . �_ r - q 5 - .. ... ... ... ._ _ 60 " STM. '1 O __ __ .__ t ..`.......... ... .,. ENTER � 3 '........................... - . .. -' 389+00 SPENCER HWY . __ _ ' 2 : 385+00 G� i- EXXON PIPELINE (1 �1 t 1 __ PROP . 6 ' x 5 ' CONC. BOX _ _ - _ - - - - - - - - - �� 1 _ 30" STM. _ 30" STM.- - ... .. . ._.�`� - - _ ----1 12 17 10 - - - R . O. W.. _____ _____ - . - - - . . -___ - . - W. M. 0 ' ' o R . O. W . I os os \ p L os PIPE VENTS r STEEL STRAIN POLE W/ I a STEEL STRAIN POLE METER 8 SERVICE DISCONNECT \ \ .UI \ > a Tn to I TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. 1 . LOCATION OF UTILITIES CTORS SHOWN ARE APPROXIMATE . ^ U IT IS THE CONTRACTORS RESPONSIBILITY 7D \U( ., STATE DEPARTMENT OF HIGHWAYS LOCATE ALL WAENCI1E5 ! PUBLIC AND PRIVATE ) O AyZAL nmey S SPENCER HWY . ATDBLUFF AGES CAUSED BY HIS FAILURE TO LOCATE AND y ` � SIGNALIZATION PRESERVE THESE UTILITIES , WHETHER UNDER- f \\1 2/1 • 19Q'- EXISTING CONDITION GROUND . ABOVE-GROUND OR OVERHEAD. r ai 2 . CALL' THE UTILITY COORDINATING COMMITTEE AT GR SHEET 58 OF HE " ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND F'�' ft's• FECERK uo PROJECT uo s"rs FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION T56RG CY.P `i ll2(c IH1 CrC 39 IN AREA . - AszA A. ooueR - STATE TRo 58]27 ' TEXAS 05512E HARRIS FOr,.i r� Qy cox . SECT. JOB H GF Ar NO. SCALE: 1' 20 Rn Za 12 004 h1H brCi TO CROSS TO CROSS SIGNAL HEAD SCHEDULE LEGEND f n� STREET '* STREET DESIGNATION STRAIN POLE 8 > INDICATION SIGNAL HEAD -_- v PUSH BUTTON PUSH BUTTON R WNT fGH WAIT FOR R A 0 O CABLE RUN DESIGNATION ELECTRICAL SCHEDULE WALK SIGNAL WALK SIGNAL O O O O PULL BOX \ i WAY ' 3 SECTION B 9 i1 12 Y 12 " LENS HORIZONTAL B GROUND MOUNTED RUN A B C D E F G H J K L M N P O R S T U V W X Y Z RIO- 4aR R10-4aL SIGNAL HEADS CONTROLLER CABINET ITEM DESIGNATION 3 \ P - GALV • RIGID METAL CONDUIT •6 XHHW i \ (nom 10 POWER TRIPLEX LOOP DETECTOR 3 3 3 2 2 5 5 5 10 \ O una G� DIRECTION OF TRAFFIC FLOW t 1 \ \o f\ \ .tm au 2/C- 14 1 PBt, P83 1 WAY . 4 SECTION _ SIGNAL 4/C-•ia 1 / 2 3 3 1 2 3 3 4 8 PB2, P08 LUMINAIRE CABLE 5/C-•14 PB6, PBe PBS, P07 12 " LENS HORIZONTAL ♦ PEDESTRIAN SIGNAL 1 1 1 2 1 1 1 2 2 4 \\ �\ SIGNAL HEADS J 7/C-•14 \ - W/ "LEFT ON AflPOW ONLY ' HEAD E \ Y� SIGN AND DOWNLIGHT PEDESTRIAN PUSH 2 6 8 4 6 6 6 2 2 2 813 LOOP • 1 24 5 4 v DETECTOR \`\y\ BUTTON & SIGN 1 t 1 1 DONT wt THRU W8 INTERCONNECT 12/C-•12 \ f WALK 2 3 1 n Z„ 1 1 1 1 \\ 9 COND 1 1 1 CONDUIT 4.9 C \ . POLE I POLE4 WB ; PBt , PB2 P87 • PBB G R F W7 Wt R . O. W. E W2 Z R • O• � . _ a - - - - G 2 3 R . O. W. A L-68 �� --- 12 STREET SIG\ S _— __ RED BLUFF " 180' L-6C --- n STREET SIGN (� SPENCER HWY . --- K "SPENCER HWY . " 309+00 � �-^— 5 ' 4 L_t C=� I ( TYP • l ae 385+00 L-5 , E=✓ - --- ----, 10 U —_ __STREET SIGN I • — 'SPENCER HWY • " 5 __ 180' STREET SIGN V -- -- � L-2C L \ "RED BLUFF " W 6 L-28 9 8 7 ! ; f P B w3 E W6 c, C, c• mn H e E L-20 y R . O. W.R O W ti NOTES : - - - - - - - - - - - - - - - / W4 i . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE A F WS {,{ N V POLE 2 ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS Z 8 B \ PB3 • PB4 NO OUANTITION W PHASING G DIAL RAM 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO R . O. W. LOOP DETECTOR SCHEDULE POLE 3 { X APPROVAL BY NME TP . ANY ALOCATIONL MATERIAL P85 , PB6 \ \ \ ewc 1 REQUIRED TO MEET FINAL LOCATION SHALL BE LOOP 512E AMPLIFIER SETTING FUNCTION Ery O CONSIDERED INCIDENTAL TO ITEM " INSTALLATION OF HIGHWAY TRAFFICNS SIGNAL " . L-i 6 ' x50 i PRESENCE CALL d EXTEND 01 `-� L-2A 6 ' x6 2 PULSE CALL a EXTEND m2 3 . CONDUIT RUN Z CONSISTS OF A SPARE 2 " CONDUIT L-28 6 ' 26 ' 2 PULSE CALL d EXTEND m2 FOR FUTURE USE. L2C 6 ' 26 ' 2 PULSE CALL d EXTEND m2 ; ` \ O O O DBO 4 . STEEL STRAIN POLE 2 REQUIRES SPECIAL DESIGN . L3A 6 ' x50' '2' y ` mo \ SEE BASIS OF ESTIMATE SUMMARY ISHEET 20F 21 . L-38 TOTAL 3 PRESENCE CALL d ExrENDm3 POLE & CONTROLLER LOCATIONS NOTE 28 . L-4A 6 ' x6 ' 4 PULSE CALL d EXTEND 04 L-40 6 ' x6 ' 4 PULSE CALL d EXTEND 04 DESCRIPTION STAB OFFSETS \ — TRAFFIC ENGINEERING b DESIGN SYSTEMS INC L-4C 6 ' x50', 5 PRESENCE CALL & EXTEND 04 POLE NO BMRIER RING z L-40 TOTAL 34 STEEL STRAIN POLE 386+90 53 . 8 ' LT . L4E 6 ' x50', 6 PRESENCE CALL d EXTEND m4 1 i W/ 10' LUMINAIRE ARM d FIXTURE 7 PRESENCE CALL a EXTEND m5 387+54 47 . 5 ' RT • ,e° ent we % outz °" ^' Ls 6 TAD 3q ' STEEL STRAIN POLE a°°°m "` "°• x° , ae STATE DEPARTMENT OF HIGHWAYS 1-GA 6 ' 26 ' 8 PULSE CALL d EXTEND m6 2 34 ' STEEL STRAIN POLE 386+44 . 415 . 5 ' ftT • \ °"� MID PUBLIC TRANSPORTATION PULSE CALL d EXTEND 06 3 \ ,rzw.wo "Ex. r.E. so,xi y�peE L 6C 6 ' x6 ' 8 PULSE CALL d EXTEND m6 W/ 1O' LUMINAIRE ARM d FIXTURE \ 5O SPENCER HWY . AT RED BLUFF L-7A 6 ' x50 ''' 386+13 64 . 5 ' LT • SIGNALIZATION 9 PRESENCE CALL & EXTEND 07 4 3q ' STEEL STRAIN POLE '\ \ ly- 2 L-715 TOTAL PULSE CALL d EXTEND me \ PROPOSED LAYOUT LBA 6 ' x6 ' 10 CALL d EXTEND 0e GROUND MTD. W/ NEMA Bm 387+67 47 . 5 ' AT .L-150 6 ' x6' PULSE \ 8 SHEET OF Si 6 x50 , DELAY CONTROLLER Full TRAFFIC ACTUATED .."••' 4'! EEOAv. FEDEPH Na PROJECT nø. L-BC 4i PRESENCE CALL d EXTEND me CABINET CONTROLLER \\ � x eLc L-BE TOTAL 9 56 RP ATICzaI rt county L-BE 6x50* + 12 PRESENCE CALL & EXTEND 08 - 'rsiiii.;oou[rs , T L-8F TOTAL , POLE MOUNTED METER . SERVICE DISCONNECT AND P . E . CELL • B ssTii • ATE o L-8G 73 PRESENCE CALL d EXTEND 08 fc,5@ TEXAS " 512 .wn HARRIS ;A 1-OH TOTAL t POLE MOUNTED JUNCTION BOX '`G' • i1Y�' � coxz. SECT.do2o 12 DoEt AY " STATIONS/OFFSETS FROM (t SPENCER HWY . O. SCALES 1" - 20' TO BE SPLICED IN PARALLEL TO 1 -2/C 214 SHIELDED Eftb 86 ' 117 ' s' e " GALVANIZED 24 ' + + 23 PHOTOELECTRIC CU5" GALVANIZED 13 ' 11 20 GUY WIRE ( HIGH STRENGTH )CUT( HIGH WIRE STRENGTH ) CELL ( HIGH JUNCTION BO%--�� t _ E HYY - R - RED BLUFF . . _.. /oV S R A R AC R . Ac . . U �s AA �lGta SPENCR yis" GALVANIZED Air aOr '16 GALVANIZED ASAt RL1 GUY WIRE ( SWAY GUY WIRE ( SWAY �, CABLE ) ( HIGH STRENGTH ) a 31E CABLE ) ( HIGH STRENGTH ) r - . . $ . : .. . . . . . . . .. . . . . . . . 0f Qo VIII III PB 2 z , o � PB 3JA o '' ' �PB - 8 PB i II! I1 POLE 2 � POLE i POLE 1 ELEVATION LOOKING ELEVATIOLOOKING ! NORTH ' o N . T. S . ALL STEEL STRAIN' POLES 34 ' 110' 117 ' PHOTO- ELECTRIC y� „ GALVANIZED 26 ' 11 ' 14 ' WEATHERHEAD SERVIC y1E" GALVANIZED 23 ' 1 + ' 26 ' CELL SERVICE DROP GUY WIRE ( HIGH STRENGTH ) GUY WIRE pI ( HIGH STRENGTH )? N tl� AED BLUFF _ ' tl RA M L Rn aA 1R.iroUi GtY s'tc" GALVANIZED s4 " GALVANIZED 3—#6 XHHW CU? WIRE ( SWAY GUY WIRE ( SWAY 1 " CONDUIT CABLE ) ( HIGH STRENGTH ) CABLE ) ( HIGH STRENGTH ) I• w � a I a�l1 • n METER ` — SERVICE DISCONNECT — 'T (I PB 6 PB 7 I POLE' 3 Q II POLE 3 POLE 4 POLE 2 FELEVATION LOOKING W x ELEVATION LOOKING j -' � � ELEVA {°' 7 SOUTH Z Z N. T . S . ELECTRICAL SCHEDULE NOTE : STEEL STRAIN POLE 2 REQUIRES SPECIAL DESIGN. UN EnNATION A C D E F G H J K L M N P O R S T U V W X Y Z B TRAFFIC ENGINEERING DESIGN __TENS, INC. SEE BASIS OF ESTIMATE SUMMARY ( SHEET 2OF2 ) .NOTE 28 . W .X4 Th. .et wile o,Mnao, t e3 3 3 2 e e" e e STATE DEPARTMENT OF HIGHWAYS 4 e Efl. fl.E. ssvziAND PUBLIC TRANSPORTATION 4 1 1 2 3 3 1 a _ta z 1 t 1 2 z a � O SPENCER GNAL AT RED BLUFF _{ � �99v SIGNALIZATION LOOP 2 4 6 B ELEVATION DETAILS DETECTOR - 1 24 54 4 4 6 6 6 2 2 2 813 C67A27 • I SHEET 60 OF 81 INTERCONNECT 12/C-•12 i 1 1 1 ?. FESEaK ND PROJECT uo. 1.' 1 2 3 4 00ME Ec 6aR. CRP ui (2b\ Mc cFC 'GALV. 2" 1 1 1 1 \aysrAiE tea o nrrCONDUIT 3" . TEXAS Sy12 HARRIS Al' t 1 1 , N\ mrt. SEci. Joe 7u I2 Ong N '( Ar g /c - -- ---- ----- - ESTIMATE SUMMARY OF MATERIALS • (NOT TO BE USED FOR DID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) N QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTIO UNIT ESTIMATE FINAL CONTROLLER . 8-PHASE FULL-ACTUATED w/ INTERNAL T . B . C • UNIT EA. 1 E • CABINET . CONTROLLER ( GROUND MOUNTED ) w/HAROWIAE INTERCONNECT EA . 7 INTERNAL TIME BASE COORDINATOR WEEKLY PROGRAM 1 / COO AYROIN 0 0 PERMISSIVES # 0 H M C S A. POLE . 34 ' STEEL STRAIN ( SP 340-100 ) SPLIT 1 W POLE . 34 ' STEEL STRAIN ( SPL 340-100 ) EA . 2 LENGTH i POLE . 34 ' STEEL STRAIN ( SPECIAL ) EA. 1 OFFSETY. � . SIGNAL HEADS iW-4S . 12 " LENS ( RRY•8 ) EA. 4 INTERNAL TIME BASE COORDINATOR SIGNAL HEADS iW-35 . 12 " LENS ( RYG ) EA , 8 CYCLE EA . 8 i M SIGNAL HEADS . PEDESTRIAN "WALK — DON' T WALK " ( 12 " ) PLIT 1R `NGi 1 1PUSH BUTTON. PEDESTRIAN . 8LENGTHEA . 1 FFS '/. RING 2 CELL . PHOTOELECTRIC DISCONNECT . SERVICE EA . I INTERNAL TIME BASE COORDINATOR ROD . 5'd' X B ' GROUND EA. 4 I 1 12 NA EIT RING I PtRMJSSIVES BASELIGHT , FLUORESCENT 1 AMPLIFIER . LOOP EA . 13 SPLIT LENGTH F flING 2 BOX . PULL w/EXTENSION EA' 9 n BOX . . JUNCTION ( POLE MOUNTED ) - EA• PHA SIGN . "LEFT ON ARROW ONLY " ( 12 " x 36 " ) EA : 4 sU1 E 1 2 3 4 5 6 7 8 SIGN . "SPENCER HWY . " ( D3-1 ) ( 18 " x VARIES ) EA . 2 N AL SIGN . "RED BLUFF " ( D3-1 ) ( 18 " x VARIES ) EA • 2 MAX SIGN . "TO CROSS STREET > PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X - 12 " ) ( RIO-4aR ) EA • 4 AX YEL SIGN. "TO CROSS STREET 4--- PUSH BUTTON WAIT FOR WALK . SIGNAL " 99 " X 12 " ) ( RIO-40L ) EEL4 RED WIRE . #6 XHHW L . F . 550 ?JD . CL . WIRE , #14 XHHW L . F . 5800 DET n WIRE . . 51s" GALV. GUY - ( SWAY CABLE ) ( HIGH STRENGTH ) L. F . 475 WIRE . 1s" GALV. GUY ( HIGH STRENGTH ) L . F . 1420 CABLE . #14/2C ( SHIELDED ) L . F . 3585 CABLE . #74 /zC . L . F . 1710 CABLE . #14/4C L • F • 180 CABLE . #14/5C - L . F . . 1350 CABLE . #14/7C L • F • . 800 CABLE . TRIPLEX L . F • 120 CABLE . #12/12C ( INTERCONNECT ) L. F . 210 ' CONDUIT, 1 " RIGID METAL L . F . - 85 i - CONDUIT . 2 " RIGID METAL L. F . 885 CONDUIT. 4 " RIGID METAL L . F . 65 CONCRETE . CLASS "A" - C • Y. 18 HARDWARE . MISC • L . S . i DETECTOR . LOOP UNIT EA. 26 SAFETY LIGHTING QUANTITY DESCRIPTION UNIT ESTIMATE FINAL ARM, LUMINAIRE 10' EA• 2 - BALLAST . 250 WATT HIGH PRESSURE SODIUM EA • - 2 CABLE . #14/2C L . F • 425 BULB . 250 WATT HIGH PRESSURE SODIUM EA • 2 HARDWARE . MISC. L • 5 . I TRAFFIC SIGNAL PERMANENT TIMING TRAFFIC ENGINEERING M DESIGN SYSTEMS, INC. �j STREET SPENCER RED BLUFF SPENCER RED BLUFF Y - 1 DIRECTION WBL EB NBL 'SB EBL we SBL NB STATE DEPARTMENT OF HIGHWAYS PHASE 1 2 3 4 5 6 7 8 KlA.AOCUER1, PE. $6727 AND PUBLIC TRANSPORTATION MINIMUM GREEN 5 . 0 10 . 0 5 . 0 2 . 0 . 5 . 0 10 . 0 12 , 0 . o z . o 7v— SPENCER HWY. AT RED BLUFF EXTENSION 2 . 0 3 . 5 2 . 0 2 . 0 2 . 0 3 . 5 2 . 0 JVZ/7 , 199E O SIGNALIZATION MAXIMUM GREEN 33 . 0 30 . 0 18 . 0 40. 0 20 . 0 90. 0 . 0 30 . 0YELLOW CHANCE 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 . 0 4 . oBASIS OF ESTIMATE & TIMING ALL-RED CLEARANCE 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 . 0 1 . 0 ,. SHEET 61 OF 81 PEDESTRIAN WALK — 5 . 0 — 5 . 0 — 5 . 0 — 5 . 0 . ... H 7� 1'. D EEOEna ao PROJECT Nn. `-°;E' PEDESTRIAN CLEARANCE — 18 . 0 — 22 . 0 - 18 . 0 - 22 . 0 . '?FZa.,,ti oduEli TE 6R° LRP 01 (2 (. ) M GtC 4oO RECALL OFF ON OFF OFF OFF ON OFF OFF 567RJ STATE s12 COUNTY -: •+ �\fty TEXAS 12 HARRIS cow SECT. J°9 CNWAY Q , za Iz cc9 I MI-1 Na ETC. LEGEND e TRAFFIC SIGNAL POLE SIGNAL HEAD SIGNAL HEAD SCHEDULE LUMINAIRE ARM ( ONLY ) INDICATION DESIGNATION POWER POLE I WAY . 3 SECTION © O y STREET SIGN 12 • LLENS HORIZONTAL SIGNAL HEADS ' 100P DETECTOR R R A Q 8 CROIJNDMOUNTEO CONTROLLER CABINET TI , C,> DIRECTION OF TRPFfIC FLOW 1WAY • 4 SECTION 12 " LENS HORIZONTAL - SIGNAL HEADS EN7EX CAS LINE w/"LEFT TURN" 11Y • SIGN AND DOWNLIGHT RIGID METAL CONDUIT __. WATER LINE - - SANITARY SEWER _ _ _ _ - _ _ . STORM SEWER• SW BELL TELEPHONE CONDUIT W C] z STEEL STRAIN STEEL STRAIN o t POLE POLE IS CONC. WALK 4•® - 92 " STM. S S 36 " STM. R . O. W. R . O. W. _ _ _ _ _ _ _ c = = = _ _ _ _ _ _ _ _ _ _ L PROP . 24 " SAN. _ _ _ _ _ _ _ _ _ _ _ _� 2-42 " STM. - - _ - _ - - 24 " 5AN� — 2 I 140.00 I 405 .00 _ F - iT-_-I._-. ct SPENCER HIGHWAY }- PROP. 5 x 4 CONCRETE BO% 7 WBT MH - /-24 ' STM. 36 " SW. - - _ _ _ _ _ _ _� R . O. W. \- 12 " WL . R . O. W. O O O I STEEL STRAIN STEEL STRAIN POLE i POLE W/ METER o d SERVICE DISCONNECT TRAFFIC ENGINEERING 6 DESIGN SYSTEMS• INC, NOTES : I . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE : Z a IT IS THE CONTRACTORS RESPONSIBILITY TO : LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) m. ..mwo•=•w on iu. STATE DEPARTMENT OF HIGHWAYS PRIOR TO COMMENCING WORK . THE CONTRACTOR x Gecumenl . sou oslu er .s °` " AND PUBLIC TRANSPORTATION IS FULLY RESPONSIBLE FOR ANY AND ALL U er[u AoouEa, r E. ss>zT DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND W SPENCER HWY. AT KYLE/ CHAPMAN PRESERVE THESE UTILITIES . WHETHER UNDER— J SIGNALIZATI0N i54z GROUND . ABOVE-GROUND OR OVERHEAD. y EXISTING CONDITION 2 . CALL THE UTILITY COORDINATING COMMITTEE AT ' ®R, . ( 713 ) 223-4567 FOR : LOCATION OF UNDERGROUND n SHEET 62 OF 81 FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION - FECEa0. uo ra a. svEEl vE 6au u ^ ETYt [ D 1 IN AREA . TATEiAToTEXAS 12 HARRIS 'qY COM. SECT. JOB R CNwAY x0. SCALE: 1" • 20' $5U7.o 12 f05 r9 FI E 1i✓ PHASING DIAGRAM ELECTRICAL SCHEDULE LOOP DETECTOR SCHEDULE LEGEND RING1 D4 STRAIN POLE A B C D F G H J K L M N P O R S LOOP SIZE AMPLIFIER . SETTING FUNCTION SIGNAL HEAD ITEM DESIGNATION L- 1 6 ' X PRESENCE CALL d EXTEND 01 �— USED USED P POWER z6 XHHW 3 L-2A 6 ' X PULSE CALL d EXTEND 02 ✓� O O O O CABLE RUN DESIGNATION L-28 PULSE CALL d EXTEND 02 L -2G 6 ' 6 PULSE CALL d EXTEND 02 O O »O U PULL BOX • 2/C +•t4 2 2 4 1 1 1 T PULSE CALL d EXTEND 06 NOT NmT GROUND MOUNTED SIGNAL 4/C #14 i _ L6A PULSE CALL e EXTEND 06 USED USED 1 2 3 3 3 2 1 7 L-6B 6 ' X CONTROLLER CABINET • CABLE 5/C-#14 1 1 1 L-6C ' X PULSE CALL d EXTEND _ _ — — — — — GALV. RIGID METAL CONDUIT 7 /C-u'14 L-6A 6 ' X50 ' 6 2 L-BB TOTAL '* 4 PRESENCE CALL d EXTEND ¢8 au+RIER RING z L- x LOOP DETECTOR LOOP all t 2 2 2 3 3 4 DETECTOR - * TO BE SPLICED IN PARALLEL TO 1 -2/C tt14 SHIELDED . [� DIRECTION OF TRAFFIC FLOW t2/C-#12 Nfl TO CROSS LUMINAIRE INTERCONNECT . STREETPEDESTRIAN SIGNAL PUSH BUTT0NHEAD • 1 " 3 1 tWNT F0R .GALV. 2 " 1 1 PEDESTRIAN PUSH CONDUIT 3 " 1 1 1 WALK SIGNAL BUTTON . SIGN SIGN 4 " RIO- 4aR R10-4aL • PBI, PB3 P02, P64 Q w - PBS PB6 • O LJ • POLE 1 • > POLE 4 LU PSI STREET SIGN 5 w PBS . . "SPENCER HWY . "M D B - A R. O. W. _ S Wt C _ -- - _,_ __ w6 • _- L-6A -_ __ L 7 1 2 C� L68 STREET SIGN --- __ "KYLE CHAPMAN " "- - f -_ K 6 L-6C F� I 140.00 _ ,•405.00 ♦----.�-1---- __ L-I i-_ �---. _ _ �_ -- --- 5 SPENCER HIGHWLAyY II 5 180 ' ITYP • I _ => L-2C 3 __ J STREET SIGN L-20 _- __ 4 G "KYLE CHAPMAN" __ -- C� L-2A A B O H R . O. W. A W4 POLE 2 . R • O. W. POLE N N W31 ` S 3 PB2 . PB3 p84 , PBS , P - - P B R NOTES SIGNAL HEAD SCHEDULE 0 C 1 • PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE POLE & CONTROLLER LOCATIONS INDICATION DESIGNATION ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS AND QUANTITIES . POLE NO DESCRIPTION STAB OFFSETA R A G 0 0 O• 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO 30' STEEL STRAIN POLEAPPROVAL BY H • L . dP . ANY ADDITIONAL MATERIAL 408+OD 44 . 5 ' LT . I WAY , 3 SECTION O O REOUIRED TO MEET FINAL LOCATION SHALL BE• TRAFFIC ENGINEERING 6 DESIGN SYSTEMS• INC. W/ 10' LUMINAIRE ARM d FIXTURE 12 " LENS HORIZONTAL CONSIDERED INCIDENTAL TO ITEM " INSTALLATION 2 30 ' STEEL STRAIN POLE - 407+B1 53 . 0' AT . SIGNAL HEADS Z OF HIGHWAY TRAFFIC SIGNAL " . 3 . CONDUIT RUN ' S ' CONSISTS OF A SPARE 2 " CONDUIT • 31* 30' STRAIN POLE 407+25 53 . 0' RT. O •••Nq •" 1 STATE DEPARTMENT OF HIGHWAYS 4!/ 10 'STEEL STRAIN IRE ARM d FIXTURE R R A b 5 C FOR FUTURE USE . x• ••d 4e tm x e',•nm.n� .a: �,rn=• •• r fl ND PUBLIC TRANSPORTATION q 30' STEEL STRAIN POLE 407+25 44 . 5 ' LT . . 4Gtr v rr:.LOOMER• PE. 567Z'r way . 4 s6cnaN wSPENCER HWY . AT KYLE/CHAPMAN GROUND MTD . W/ NEMA 80 12 " LENS HORIZONTAL r SIGNALIZATION CONTROLLER FULL TRAFFIC ACTUATED 407+25 66 . 8 * RT • W/"LE SIGT NALAHR DS ONLY ' Y I A'I7 p159y PROPOSED LAYOUT CABINET CONTROLLER SIGN AND DOWNLIGHT o R SHEET 63 OF 81 •� • E R PEOERN 0 PROhG�- POLE MOUNTED METER . SERVICE DISCONNECT AND P . E . CELL . DONT }�T A . ': / E 6 (,Rfgl( 2f• 11 ; [ f1 t POLE MOUNTED JUNCTION BOX 411 7HRU W6 tl✓ s. TATE __ s_ county WALK A20L A GONER o STATIONS/OFFSETS FROM � SPENCER HWY . 567n 1� /\aN TEXAS os 12 ,00 HARRISA 'N„rscef .L 1 y� cox1. s[cr. O. SCALE: I" " 20' ,U 20 12 Uc"r MM r x E t_ 99 , -- 75 I ( GALVANIZED 1 + GUY WIRE sus" GALVANIZED 1 / 30 ( HIGH STRENGTH ) GUY WIRE .—� - ( HIGH STRENGTHI �; — _ KYLE CNAPYAlI - SPENCER HXY. _ RAG RAG C Sq " GALVANIZED M GUY WIRE ISWAY Ij Sys " GALVANIZED yys GUY WIRE ( SWAY LADLE I ( HIGH STRENGTH ) ill tl CABLE ) ( HIGH STRENGTH ) 0 1 Z3 m dl v p pi o r rll PS I - " PB 2 ill N m p fi ,I Y POLE 2 II x POLE 1 li POLE 1 ,Ly POLE 4 .Ey p (DD S ELEVATION LOOKING (s� ELEVATION LOOKING � . ' ' � FAST 'J ) II NORTH ( L N . T . S . ALL STEEL STRAIN POLES TO 8E 30' 90 ' 56 ' - -' PHOTOELECTRIC CELL 511641 GALVANIZED GUY WIRE 11 15 JUNCTION BOX ( HIGH STRENGTH ) SERVICE DROP / v WEATHERHEAO I _ _ KYLE CNaPIlAN 1 H J R n R EUt Ex Srys" GALVANIZED NIS' By 3-#6 XHHW GUY WIRE ( SWAY 1 " CONDUIT CABLE > 1 HIGH STRENGTH ) • • • • • • • • • • • • . _ • • . . 1 . METER "" s aL . - o ��- SERVILE Ii - DISCONNECT ' w - J 1° I PB 5 z PB 6 • PB 4 I of III N POLE 4 POLE 3 I - POLE 3 ,Ry II I� POLE 2 ti+ „ "v1 i6 d; . IO 1 o i' I N ELEVATN LOOKING ELEVATION LOOKING • ✓ SOUTH VP N. T . S . ��Jl ELECTRICAL SCHEDULE ITEM DESIGNATION ABCDFGHJKLMNPQRS POWER It6 XHHW 3 TRAFFIC ENGINEERING & DESIGN SYSTEMS. INC. 2/C-#14 2 2 4 1 1 + 7 SIGNAL 4 /C-#14 1 CABLE 5/C-tt+ 4 + 2 3 3 3 2 1 7 7 /c-: i + - + The chtwhy ;,o o" a"'e STATE DEPARTMENT OF HIGHWAYS aonum..n "0 E Ovr ant noo R 55111 ga` AND PUBLIC TRANSPORTATION LOOP # IN 6 2 DETECTOR # 2 2 2 3 3 4 a SPENCER HWY , AT KYLE/ CHAPMAN 12/C—#12 II 2�7 . 1942— SIGNALIZATION INTERCONNECT ELEVATION DETAILS + • !•• .+ O SHEET B4 OF Bi_ " 1 1 FEOER . NO PROJECT NO iF GALV . 2 CONDUIT 3 '• 1 11 , PF2i1 OD Efi '• FN6NO L' X 2qI zc PC 4025 4 „ OS 5672] STATE TANo COUNTY T`¢4o E, E°' �• �\�`� TEXAS 12 HARRIS cow. 5CC1 JOB HCNwIY NO 5Q tot 2 C(, I MR tttEIIIt 'ItTtt .QC lT ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID ) (FOR CONTRACTOR INFORMATION ONLY)I QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTION UNIT ESTIMATE FINAL EA. 1 CONTROLLER , B—PHASE FULL—ACTUATED w/ INTERNAL T . B . UNIT EA . 1 E 1 2 3 4 56 7 8 CABINET . CONTROLLER ( GROUND MOUNTED ) w/HARDWARE INTERCONNECT EA 2 N1 IAL POLE . 30' STEEL STRAIN ( SP . 308-100 ) EA• 2 POLE . 30' STEEL STRAIN ( SPL . 308-100 ) EA, 1 MAX SIGNAL HEADS eW-45 . 12 " LENS ( RRY ' C ) EA . 6 MA YEL SIGNAL HEADS 1W-35 . ' 12 " LENS ( RYG ) A . 6 RED SIGNAL HEADS ,. PEDESTRIAN "WALK — DON' T WALK " ( 12 " ) EA 6 WALK P ED • CL . PUSHBUTTON. PEDESTRIAN EA . I CELL . PHOTOELECTRIC EA. e DISCONNECT . SERVICE EA . 5 Roo , 5i5" x 8 ' GROUND EA . 1 BASELIGHT . FLUORESCENT EA ' 4 NOTE: AMPLIFIER. LOOP EL 6 CONTRACT SHALL FURNISH AND INSTALL EA . 1 I - TI HE CLOCK TO CALL IN LEFT BOX . PULL w/EXTENSION MAX I I AS FOCLOK5: BOX . . .I N ( POLE MOUNTED ) EA. 1 • SIGN . "LEFT ON ARROW ONLY " ( 12 " X 36 " ) • EA • i SIGN . "SPENCER HWY . " ( 03-1 ) ( 10 " x VARIES ) EA . 2 ( 00100 - 01 : 30 ESN• TNHO. FRI . 10.00 - 11 SIGN . "KYLE CHAPMAN" ( D3—t ) ( 18 " x VARIES 1 EA . 3 15 :00 — fe :OO:Da ) SIGN. "TO CROSS STREET —) PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) % flew-4OR ) EA .5 SIGN. "70 CROSS STREET E-- PUSH BUTTON WAIT FOR WALK SIGNAL " l9 " % 12 " ) ( R10-40L ) L F 165 WIRE . #6 XHHW L . F . 1900 WIRE . #14 XHHW L. F . 300 WIRE , s4c" GALV. GUY ( SWAY CABLE ) ( HIGHSTRENCTH ) L . F . 770 WIRE . S4c" GALV • GUY ( HIGH STRENGTH )• L. F . 1040 CABLE . #14 /2C ) SHIELDED ) L . F . 750 CABLE . #14/20 L . F . 55 CABLE . #14 /4C L . F . 1085 CABLE . #14 /SC L. E . 105 CABLE . #14/70 L . F . 55 CABLE . #12/120 ( INTERCONNECT ) L . F . 220 CABLE . #12/120 ( INTERCONNECT w/ INTEGRAL MESSENGER ) L . F . 65 CONDUIT . 1 " RIGID METAL L . F . 390 CONDUIT . 2 " RIGID METAL L • F • 35 CONDUIT , 3 " RIGID METAL C • Y • 11 CONCRETE , CLASS "A" L . S . I HARDWARE , MISC . EA. 9 DETECTOR . LOOP UNIT SAFETY LIGHTING UNIT QUANTITY - ' DESCRIPTION ESTIMATE FINAL EA . 2 ARM. LUMINAIRE 10' EA. 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM EA 310 CABLE . #14/20 EA . 2 BULB . 250 WATT HIGH PRESSURE SODIUM L . S . I HARDWARE . MISC . TRAFFIC ENGINEERING & DESIGN SYSTEMIS, INC. The eeol cpneoMn s 'n text, TRAFFIC SIGNAL PERMANENT TIMING ue:"w`�osER, PE. 56]I] SPENCER KYLE CHAPMAN STATE DEPARTMENT OF HIGHWAYS SPENCER '�°""' AND PUBLIC TRANSPORTATION STREET W6 NB x1PTE Pe+ / z/F , 199Y s1 � SPENCER HWY.AT KYLE/ CHAPMAN DIRECTION WBL ES 3 4 S 6 T 8 Y�a SIGNALIZATION PHASE 1 - 2 10 . 0 2 . 0 MINIMUM GREEN S • 0 10. 0 3 5 2 • p BASIS OF ESTIMATE & TIMING EXTENSION 2 . 0 3 . 5 110 . 0 15 . 0 s 'r SHEET 65 OF 8` MAX IIAUM GREEN 11 . 0 100 . 0 � 4 . 0 .» 4p •' my EO Wn. FEOfOu Pro PROJECT x0 '� YELLOW CHANGE . . 3 . 0 4 . 0 0 O • 1 . 0 H Sfi]2J 0 0 0 1 . 0 6 CRP 91 zrc Mx erg 4i�! ALL—RED CLEARANCE 1 . 0 1 . 0 5 0 5 . p N srAiE r " COUNTY PEDESTRIAN WALK — S . 0 19 0 ; 7\,l� s2ro 8 . 0 8 . 0 TEXAS 12 JOB HPRRi$ PEDESTRIAN CLEARANCE - ON OFF CONT. SECT RECALL OFF ON 602 2 009 we 14 AY NO, iuc, nwven. .ou, LEGEND STREET NAME SIGN SIGNAL SIGNAL HE--_, AD SCHEDULE o POWER POLE DESIGNATION III STRAIN POLE WDICATION - F� PE ESTRIAN SGNK54 1 WAY. 3 SECTION O G @ PUSH BUTTONS 12" LENS HORIZONTAL B B 11 2 I I SIGNAL HEADS O RULD BE% ________________ RIGID METAL CONOwT p, ft A O O O ID i LOOP DETECTOR pl i I i I I GOUAIRE 1WAY. 4 SECTION I I I 8 GROUND MOUNTED CONTROLLER 12" M LENS HORIZOAL b DIRECTION OF TRAFFIC FLOW SIGNAL HEADS WA"LEFT TURN SGNK" — SIGH AND DOWNUGHT ENTEX GAB LnNE WDONT I — WATER LINE WKN pEDESTPIA4 SAWITMY SEWER SIGNALS WI THRU W0 i _ _ — — — — STORM SEWER ALK I ( SW BELL TELEPHONE CONDNT l . 0 , 36' Pp c8 - z-x: ACP I sR+. s6w. MN 2J" SRIRI, S _ - - - - 12 - - .... —� B , ' 131 ' �� __ _-- 4 4P P 420+00 [ fr SPENCER HIGHWAY .—_ __ 1D ___l . --�- o- -- _ yy - it - — :� 5 SW9T CONOthT-- y'V 1 t - 1B• SM. SEWER 24.aC C G, OI ' 6 e• ENTEx - - . — 1B" I[v ... ..............2-f0'PCa:a" F.N. - - - t:_-t'ehT yMiEJI ._ O 9 0 ) �B o -1 / NOTES: 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE. IT IS THE CONTRACTORS RESPONSIBILITY TO AAyy LOCATE ALL UTILITIES (PUBLIC AND PRIVATE ) ti! I I I PRIOR TD COMMENCING WORK . THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE UTILITIES. WHETHER UNDER- : i GROUND. ABOVE-GROUND OR OVERHEAD. � P I 2 . CALL THE UTILITY COORDINATING CUMDIRGRE AT ( A 2234561 FOR LOCATION OF UNDERGROUND ii 11FACILITIES 7 12 HOURS PRIOfl TD ANY E%CAVATION Cl IN AREA. y -1 TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. The ..=I ovP I I I . 66>v ZM. � . a STATE DEPARTMENT OF HIGHWAYS .F AooPER. PE AND PUBLIC TRANSPORTATION e/y . 189 z �" SPENCER HWY. AT CENTER SIGNALIZATION (diso EXISTING CONDITION SHEET 86 OF 81 EDI FEDER)L Alp PROJECT 11p If1 F6 S sTMc iiNp cowl" N TEXAS d612 HARRIS CONI. SECT. JOG SCALE: P' - 20' CU2r, I. 00% HI .w. LEGEND ELECTRICAL SCHEDULE ❑-p EXIST . SIGNAL HEAD RUN A B C D E F G H J K L Q CABLE RUN DESIGNATION ITEM DESIGNATION . (j)- . ■ PULL BOX POWER ❑ EXIST. PULL BOX SIGNAL EXISTING �- m CONTROLLERGROUND CABINETMOUNTED CABLE I . _ _ LE ET ON - - - GAL V. RIGID METAL CONDUIT LOOP �J1` J(1( (`1y ,(�I ARROW ONLY - - - - - EXIST. CONDUIT DETECTOR •- 6 1 2 2 4 610 2 u "LEFT ON ARROW ONLY " L- # LOOP DETECTOR 1 1 I I- ( 1B " X 36 " 1 c,> DIRECTION OF TRAFFIC FLOW INTERCONNECT 12/C-•12 I Oj ® 10 O7 --o EXIST. LUMINA IftE ARM GALV, 1" 3 1 2 I CONDUIT 2" 1 i I N A EXIST . PEDESTRIAN I -I SIGNAL HEAD THE CONTRACTOR SHALL ALIGN EXISTING SIGNAL HEADS TO NEW i I W INTERSECTION GEOMETRICS. ANY ADDITIONAL CABLE F• EXIST. PEDESTRIAN REQUIRED SHALL BE CONSIDERED INCIDENTAL • I XISTING 2" STRAIN POLE.PULL CONDUIT WILL BE USED ON RUN 'G' d "L' FROM ' W v PUSH BUTTON & SIGN THE EXISTING BOX TO EXISTING I U POLE 1 EXIST. STEEL -tt- EXIST. STREET SIGN EXISTING 3 ' CONDUIT WILL BE USED ON RUN 'x " FROM p eI STRAIN POLE THE EXISTING PULL BOX TO THE EXISTING CONTROLLER CABINET. B � POLE 4 EXIST. STEEL STRAIN POLE O C R. O. W. G _ _ __ A L-6A 12 l 180' L-60 __L-6C 5 ' 420+00 SPENCER HIGHWAY ( TYP . ) 418 +00 4 r2 _ : tea-. L_5 m . E� L-2C D 5 _ . .— 100' I II L-2B L2A H - A - �J \� L 9 8 7 n m m NOTES : R . O. W. T4T� i. \G 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE POLE 3 POLE 2 ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS EXIST . STEEL EXIST . STEEL AND OUANTITIES . STRAIN POLE STRAIN POLE I --�F $ 2 . A POLE MOUNTED JUNCTION BOX SHALL BE LOCATED R ON EXISTING POLE 2 FOR PROPOSED INTERCONNECT. DETECTOR SCHEDULE w LOOP SIZE AMPLIFIER SETTING j FUNCTION PHASING DIAGRAM L-I 6 ' X50 ' 1 PRESENCE CALL d EXTEND 01 I L-2A 6 ' x6 ' 2 PULSE CALL d EXTEND 02 1 RING 1 L-2B 6 ' x6 ' 2 PULSE CALL d EXTEND 02 I J ( I 0 L-2C 6 ' x6 ' 2 PULSE CALL 4 EXTEND 02 L-3A 6 ' x50' 3 PRESENCE CALL d EXTEND 03 B i L-3B TOTAL � O L-4A 6' x6 ' * 4 PULSE CALL d E%TEND TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. O GO B7O 7 "\ L-48 6 ' x6 ' 7 PULSE CALL d EXTEND 04 a..�..� ... a"m.�i..e r e L-4C 6 ' x 5 PRESENCE CALL d EXT. 04 L-40 6 ' x50 ' 6 PRESENCE CALL d EXTEND 04 L-s 6 ' xso' 7 PRESENCE CALL d EXTEND 05 STATE DEPARTMENT OF HIGHWAYS L-6A 6 ' 6 ' a PULSE CALL d EXTEND 6 G °' AND PUBLIC TRANSPORTATION BARRIER RING 2 L-68 G ' x6 ' a PULSE CALL d EXTEND 06 J J e OUER. P.E. 56]3> L-6C 6 ' x6 ' a PULSE CALL d EXTEND 06 f,> � ' � SPENCER HWY . AT CENTER L-7 6 ' x50' 9 PRESENCE CALL d EXTEND 07 �.- SIGNALIZATION L-8A 6 ' x6 ' 10 PULSE CALL d EXTEND 08 L-BB 6 ' x6 ' 10 PULSE CALL d EXTEND 08 7- L I PROPOSED LAYOUT L-BC 6 ' x50 ' * 11 PRESENCE CALL A EXT 0B SHEET C7 L-BD TOTAL o5 L-8 6 ' x50 ' * 12 PRESENCE CALL d EXTEND 08 „A, ID R w. Ro PROJECT '10.. 01 CE1 L-eF TOTAL Y'� rE 6Ru rPt �lf (tb c fc Ac * TO BE SPLICED IN PARALLEL TO 1 -2/C #14 SHIELDED , ttiii;A.Ol11AER STATE G Gw Tr 5G]2 p TEXAS g512 HARRIS v CON1. SE r. _ 1 SCE, i" • 20' _ y AL UJ5 MI-1 Eire n ..Iw/.n"rzc . " 103 ' JUNCTION BOX 115 , PHOTOELECTRIC CELL \\ 29 ' 6 ' ' 16' 12 29 ' EATHERHEAD ' II / p- SERVICE DROP o _ — SPENCER Isr( RRA RA0 RAG P A c ft A B I 2 " CONDUIT • tL � lid ��I <40 - METER w z II o c 4 o Pill . SERY [ CE DISCONNECT � , PB2 E''� ' Pas :I 1 w POLE 2 POLE It t Q � I POLE 1 - �+ a III POLE 4 EY . � , 1 G ELEVATION LOOKING ELEVATION LOOKING '[ �.: NORTH N. T. S . H . T . S . ALL •STEEL STRAIN POLES TO BE 34 ' 103 ' 115 ' 16 ' 12 ' I 15 ' t6 ' 12 27 _ SPENCER NVf -- -- R A c 1I . . P P R A G I III 4r d1I I JUNCTION 80X .. i ;I cTuri o 'L Q OC PB7 I PBS PB6 z III PO4 w III' a o+ of POLE 4 (� POLE 3I1 - POLE 3 POLE 2 ELEVATION LOOKING J ELEVATION LOOKING WEST N. T . S . TO CROSS TO CROSS EI F['TRICNSCHEDULE STREET A +Ba STREET PUSH BUTTON PUSH BUTTON RUN ITEM DESIGNATION A B C D E F G H J K L WNT fORWNT FOR e ou I POWER WALK SIGNAL WALK SIGNAL TRAFFIC ENGINEERING DESIGN SYSTEMS, INC. EXISTING R1O-4BR R10-4aL ^o"` was auth • I• SIGNAL aouca�a CABLE STATE DEPARTMENT OF HIGHWAYS $ E °` � AND PUBLIC TRANSPORTATION h , n e I Loop 6 2 4 - O Yy. SPENCER HWY. AT CENTER DETECTOR • -• I 1 2 4 4 4 610 2 PB2, P84 PBI, P83 •` E SIGNALIZATION 1 1 P86, FEB PB5, PB7 „. •�. ELEVATION DETAILS INTERCONNECT 12/C-•12 • NZu tiofiuErt '' SHEET 68 OF 81 ALV. 1" 3 1 2 . .. _FORD. ER SM1N CONDUIT 2 ' 1 1 - 56]2] •• PflOJEC] ao. 6 µ lII 2t ATX GEL 40 ,I .THE CONTRACTOR SHALL ALIGN EXISTING SIGNAL HEADS TO NEW f+'t �\o1N srArE iAx COUNTY INTERSECTION GEOMETRIC5. ANY ADDITIONAL CABLE REQUIRED SHALL \ 1 BE CONSIDERED INCIDENTAL. TEXAS S 12 o HARRIS EXISTING 2" CONDUIT WILL BE USED ON RUN ' G" L ' L" FROM THE cmrt. SEC]. JOB IIc+_WAY 1+0. EXISTING PULL BOX TO EXISTING STRAIN POLE. EXISTING 3" CONDUIT WILL BE USED ON RUN ' K" FROM THE EXISTING PU in 12 CC-I f H PULL BOX TO THE EXISTING CONTROLLER CABINET. E'TG ,1+eo.11u+u .o.+ • TRAFFIC SIGNAL TIMING DURING CONSTRUCTION ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID OUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) UNIT QUANTITY DESCRIPTION ESTIMATE FINAL EA. 12 — ' \ • AMPLIFIER . LOOP• ' \ BOX . PULL w/E%TENSION a Ian- — BOX . JUNCTION ( POLE MOUNTED ) SIGN . "LEFT ON ARROW ONLY " ( 12 " x 36 " ) EA. 4 • WIRE . #14 XHHW L . F . 4615 sx tsx sax sox tN1tRLDCK PIN • . CABLE . #14/2C ( SHIELDED ) L . F . 3750 CABLE . #12/12C ( INTERCONNECT ) L . F . 205 CONDUIT. 1 " RIGID METAL L . F . 120 CONDUIT '. 2 " RIGID METAL • HARDWARE . MISC. L . S . 1 NOTE: DETECTOR , LOOP UNIT EA. 21 CONTRACTOR- CLOCK L TO CALL6 INAN0 INSTALL DIAL 2 AS FOLLOFS: x06100 - 00:00 1 ION. THRU. FRI . 11 :00 - 18 :00 11 :00 - 18 :00 SAT. TRAFFIC SIGNAL PERMANENT TIMING STREET SPENCER CENTER SPENCER CENTER DIRECTION WBL ED NBL 50 ERL WB SBL NB PHASE 1 2 3 4 5 6 7 B MINIMUM GREEN 5 . 0 10. 0 5 . 0 2 . 0 5 . 0 10. 0 5 . 0 2 . 0 - EXTENSION 2 . 0 3 . 5 2 . 0 2 . 0 2 . 0 3 . 5 2 . 0 2 . 0 MAXIMUM GREEN 25 . 0 50. 0 15 . 0 40. 0 30. 0 40. 0 40. 0 30 . 0 YELLOW CHANGE 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 3 . 0 4 . 0 ALL-RED CLEARANCE 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 • PEDESTRIAN WALK 5 . 0 - 5 . 0 - 5 . 0 - 5 . 0 PEDESTRIAN CLEARANCE - 19 . 0 - 19 . 0 - 19 . 0 - 19 . 0 RECALL OFF ON • OFF OFF OFF ON OFF OFF TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. The ..ola>o.e.la4 u,. STATE DEPARTMENT OF HIGHWAYS by ` r AND PUBLIC TRANSPORTATION MER,1P.Ei56127 2 e { _ � SPENCER HWY. AT CENTER / � . ,9a : SIGNALIZATION BASIS OF ESTIMATE & TIMING Rty,. ...,r^ SHEET 69 OF B1 onE ;E FEO *. o DF PROJE n0. s,E _ 2K A. opus¢ • 6v CRPSDAflAl2C NYEc ,on • • 56727 • . . COUNTY 4 na , TEXAS 0 1210 HARRIS a1oy 'v�`'.o-�Gl�i I' 9�. x . SECT. aoe A PO7o I2 1W HcHWrIj H xO ETC LEGEND e TRAFFIC SIGNAL POLE e—.► SIGNAL HEAD -e. POWER POLE STREET N E SIGN SIGNAL HEAD SCHEDULE w v MI INDICATION DESIGNATION p — DIRECTION OF TRAFFIC FLOW ENTEX GAS LINE 12 " LENS HOR 20NTAL CJ — WATER LINE SIGNAL HEADS I _G SANITARY SEWER _ - - - - - - ' STORM SEWER I -- — — SW BELL TELEPHONE CONDUIT WOOD POLE WOOD POLE - 1- w J S w ^ p aN. o R. O. W. a r36 " ST R O. W. b 24 " ST M. - - - - - - SW. . _ _ _ _ __�"_ _= r _ _ 2-36 " STM. PROP. 18" SAN, 34 2 18 " SAN . -" 440.00 4 " ENTEX 435.00 __ SPENCER HWY . 5 � Lii ECG _ _ rl - - - - - - - - - - - - - - - c - - ""'1- - - 6" ENTEX 6 TT-- _ _ _ _ _ L _ _ - _ _ - _ - _ - 3p" STM. t2" WL' CS Ii 24 " STM. . _ - - ____ r____ _ _ _. __ __ __ __ -_ -_ _- 24 " STM. - - - _ _ _- - __ ._ _. _._ 8 7 L � C _ _ - - _ __Cow rte_ S . W. B . T . CONDUIT TIt 6 1 fl . O. W. • - W000 POLE W/ r-, n 06 WOOD POLE COSERVCEfl . SCONN • SERVICE DISCONNECT In )FI{ I N NOTES : W I . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . M IT IS THE CONTRACTORS RESPONSIBILITY TO -- TRAFFIC ENGINEERING 6 DESIGN SYSTEMS, INC. LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) PRIOR TO COMMENCING WORK . THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE UT ( LIT IES . WHETHER UNDER— Z o<c.�,.n. .=+ cmnmine er STATE DEPARTMENT OF HIGHWAYS GROUND . ABOVEGROUND OR OVERHEAD. Z A. o . . . o AND PUBLIC TRANSPORTATION 2. ; CALL THE UTILITY'. COORDINATING COMMITTEE AT Z ( 7131 223-4567 . FOR LOCATION OF UNOERGROUNOy�--"`=— 4P`E {y� � SPENCER HWY . AT CUNNINGHAM /V 2-'7 . 1991 FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION STINGLICONDIT IN AREA , EXISTING CONDITION SHEET 70 OF 81 FEOIW, FEDER& AD PROJECT NO 6 'IfZAL A O0µEH 6 21r\ MY Eo CL Q E 56'72] STATE 0 C U1 Y dAE lfi 6 TCO 12 N w pS O 12 HARRIS ] E - Rv i. SECT. DDO CNNAY110 SCALE' 1" - 20' ¢02/J 1 L OU9 M 11 CTMet nee..a ..u..ea SIGNAL HEAD SCHEDULE LEGEND ELECTRICAL. SCHEDULE INDICATION DESIGNATION �i STRAIN POLE O O O O p-► SIGNAL HEAD R A G ITEM RUN A R C D E F G H J K L M N P O R S T U O O O O CABLE RUN DESIGNATION DESIGNATION t WAY . 3 SECTION • 6 7 9 10 TO CROSS RE CROSS POWE0. tt6 XHHW 3 12 " LENS HORIZONTAL STREET + ?> ■ PULL BOX SIGNAL HEADS W GROUND MOUNTED 2/C-tt14 3 3 5 5 5 2 210 PUSH BUTTON y - �- CONTROLLER CABINET SIGNAL 4 /C-#14 1 1 1 1 1 2 2 WIT FOR Q I - GALV. RIGID METAL CONDUIT CABLE 5/C-tti4 1 2 3 3 4 1 12 R R ___ OO E L- tt LOOP DETECTOR • 7 /C-#I4 1 7 1 1 12 µS1 6�RS 1 WAY . 4 SECTION RIO-40R R10-4BL o • Ey DIRECTION OF TRAFFIC FLOW LOOP tt 6 2 12 " LENS HORIZONTAL• L) DETECTOR -sr 1 2 2 2 2 2 2 5 4 SIGNAL HEADS U - . LUMINA IA w/"LEFT ON ARROW ONLY ' 1 A . i SIGN AND OOWNLIGHT • A PEDESTRIAN SIGNAL INTERCONNECT 12/C-#12 O O J. HEAD PEDESTRIAN PUSH • 1 " 3 1 P62, P84 P51 P83 " BUTTON & SIGN GALV . 2 " 1 / DOLT WI THRU WB PB6, PB8 PB5, PB7 CONDUIT 3 " i I 1 WALK ULTRASONIC DETECTOR 4 " STREET SIGN POLE I "SPENCER HWY . " P81 . P82 POLE 4 0 P87 , PBS ULTS-4 T T E F R . O. W. W WI 6 _ _ _ _ _ . _ _ rL�6A W7 W2 U 101 2 _ -" STREET SIGN G.• , __ "CUNNINGHAAI 8 K C= 440 ---- ITYP.y -I >� 435.00 - -T— - 3 L-1 CER-HWY-. e N L-2C 180 , 4 STREET SIGN L-2B L 5 "CUNNINGHAM• _ 0 J E=J L_2A I 7 6 A e M N �• W3 _ C W5 / W4 R . O. W. R . O. W. T POLE . 3 P P POLE 2NOTES : P84 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE 6 O POLE & CONTROLLER LOCATIONS PB5 . PB p ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS M R s AND QUANTITIES . "POLE NOFSTEEL DESCRIPTION STREET SIGN O "SPENCER HWY . " 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO APPROVAL BY H . L . dP . ANY ADDITIONAL MATERIAL i . EL STRAIN POLE ftEDU1RE0 TO MEET FINAL LOCATION SHALL BE EL STRAIN POLE CONSIDERED INCIDENTAL TO ITEM " INSTALLATION 2 LUMINAIRE ARM d FIXTURE OF HIGHWAY TRAFFIC SIGNAL "3I EL STRAIN POLE (� (� 3 . CONDUIT RUN ' T ' CONSISTS OF A SPARE 2 " CONDUIT (j • u FOR FUTURE USE . EL STRAIN POLE W ' 4 LUMINAIRE ARM. d FIXTURE 4 MI W/ NEMA em 437+57 68 . 8 ' RT .AFFIC ACTUATED CONTROLLER NG G DESIGN SYSTEMS, INCCABINET LER * POLE MOUNTED METER . SERVICE DISCONNECT AND P . E . CELL . _ The star oppeotQ I POLE MOUNTED JUNCTION BOX o i..e e o . STATIONS/OFFSETS FROM SPENCER HWY . DETECTOR SCHEDULE z a a[. 56>:i STATE DEPARTMENT OF HIGHWAYS z [ a` re AND PUBLIC TRANSPORTATION 0 Y PHASING DIAGRAM TYPE D SPENCER HWY . AT CUNNINGHAM Rx. f SIZE AMPLIFIER SETTING FUNCTION u [. o T- DETECTOR SIGNALIZATION ONBMdRIER L-i 6 ' x50 ' I PRESENCE CA a XTEND 01 ' , + PROPOSED LAYOUT L-2A 6 ' x6 % 2 PULSE CALL & EXTEND 02 A L-28 6 ' x6 ' 2 PULSE CALL d XTEND 02 eLIV SHEET 71 OF B1 L-2C 6 ' x 5 CA d EXTEND m [ Rn. ![oFRu xo PROJECT NO. 6x[[7 5 Nfl L-5 6 ' x50 ' 3 PR 5 NC CA d XT NO0 ' If2P1. ,A oouER , . L-EA 6 ' x6 ' 4 P S CAL d EXTEND m 56727 6 ' KP ATLlV ME ac 4 o O' RIS L-6B 6x6 4 XTEND 06 �Ep , TEXTEA s1oHARRISL-6C 6_x 4 - P 5 CAL d EXT ND m6 0+ y TEXPS [C 12 I H�GHWAS-4 PRESENCE CLd EXTEND 044coxt. s [. roe L-B ' x5 ' 5 PRESENCE CALL & EXTEND 08 SCALE, 1" • 20' ___ IZ DIY ttH ND. 93 ' 73 ' ss" GALVANIZED 21 , 17 19 it ' 26 ' GUY WIRE 556 •' GALVANIZED . ( HIGH STRENGTH ) 7 H GUY WIRE ( HIGH STRENGTH ) S, " GALVANIZED RA'A6EA c A c CUNNINGNAV -n-A --`- J Ali ij 1 SPENCER HKt. - - I ' Ac �V tma 1 II GUY WIRE ( SWAY J56'• GALVANIZED - CABLE ) ( H ! GH STRENGTH ) a J VI-?5-`j � ' GUY WIRE ( SWAY II IgCABLE ( HIGH STRENGTH ) y u '. I� • ,A METER �Qry o % 4 J j�I SERVICE DISCONNECT PB o a PB 2 z d� P91 d POLE 2t II PD a POLE i II II, POLE I {y I i POLE 4 tY n - b I. T o ELEVATION LOOKING ELEVATION LOOKING D ' I '' Z S NORTHII N. T . S . /tlJ N . S . ALL STEEL STRAIN POLES TO BE 30' 93 ' I21 '- 77 IS ' 73 ' 656" GALVANIZED Ti 251 GUY WIRE 656" GALVANIZED ( HIGH STflENGTH ) 7 UY WIRE JUNCTION BOX K PHOTOELECTRIC CELL ( H1GHSTRENGTHI � _ CUNNINGAAtI - SERVICE DROP G SPENCER HHY. -- R A D It M L Rma WEATHERHEAD N 656" GALVANIZED Afro. utx d •r.- VLT5"ij' GUY WIRE ( SWAY 6, 6" . GALVANIZED CABLEI ( HIGH STRENGTH ) r 3-tt6 XHHW GUY WIRE ( SWAY i " CONDUIT CABLEHHIGH STRENGTH ) u a u s ji s o METER JI c z • • i4 u PB 7 x PBS z SERVICE z PBS vii POLE 4 DISCONNECT -eo pB. 4 z POLE 3 . � POLE 3 .y.. POLE 2 ° -u; ... p ELEVATION LOOKING ELEVATION LOOKING d= i T 0 1 •I, J Cn1 'Tu _ N . T . S . N aZA S N. TT . S . ELECTRICAL SCHEDULE TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. RUN ABCDEFGHJKLMNPORSTU•ITEM DESIGNATION 3 POWER z6 XHHW 2/C-#14 3 3 5 5 5 2 210 m .iaPP,.cH6 ., m, DEPARTMENT OF HIGHWAYS .,�„n, ouw.n..< 6 ,STATE AND PUBLIC TRANSPORTATION SIGNAL 4/C-tt14 7 2 3 7 2 3 8 1 uER, P.C. 56727CABLE 5/C-h14 K� SPENCER HWY . AT CUNNINGHAM 7/c-aft 4 �••� SIGNALIZATION 6 z A ELEVATION DETAILS LOOP ttta H W 2 2 5 4 DETECTOR —tt 1 2 2 2 2 SHEET 72 OF el _ 1 1 I n"•• •A• i"?' 0 fEOEPN. N° PHOJ N0. �E' INTERCONNECT 12 /C— • #12 WM fE 6Ro. P ( Zl !1Yly ifc ) 1 7 " 3 / 1 DOYEN ' SIAIE Si tiO COURIY GAL V . 2"CONDUIT �\ql TC%AS q 12 HARRIS 3 " 1 �`r C ov1. s6c1. roe HawAY Ro 4 " SAOL 12 005 N) ii t E."IC. ..roe,..•.,• „..o<. ESTIMATE SUMMARY OF MATERIALS (FOR CONTRACTOR INFORMATION ONLYJ) QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION DESCRIPTION UNIT ESTIMATE FINN- EA. I CONTROLLER . 0-PHASE FULL-ACT / INT UATED wERNAL T . B . C. UNIT EA . 1 PHASE 12 3 4 5 6 7 8 CABINET. CONTROLLER ( GROUND MOUNTED ) w/HARDWIRE INTERCONNECT EA 2 NIT19A POLE . 30' STEEL STRAIN ( $P - 30B-100 ) EA. 2 POLE . 30 ' STEEL STRAIN ( SPL 308-100 ) EA . 2 MAX SIGNAL HEADS 1W-45 . 12 " LENS ( flRY -6 ) EA . B YEL SIGNAL HEADS 1W-3S . 12 " LENS ( RYG ) EA. 8 AO 8 F PEDESTRIAN "WALK - DON' T WALK " ( 12 .EA ) FED.D. CL . SIGNAL HEADS . PUSH BUTTON , PEDESTRIAN EA. I D t CELL . PHOTOELECTRIC CA. I DISCONNECT . SERVICE EA . 5 ROD . - Seer x 8 ' GROUND - EA' 2 BASELIGHT , FLUORESCENT EA' I ...E: SHALL FURNI DETECTOR , ULTRASONIC ( POLE MOUNTED ) - EA. CONTRACTroiFURNISH AND INSTALL AMPLIFIER . LOOP EA, t - 11 A cFOLL r0 cuL IN I it AS LOCK TO BOX , PULL w/EXTENSION EA. I BOX . JUNCTION ( POLE MOUNTED ) EA . 2 SIGN . "LEFT ON ARROW ONLY " ( 12 " 18—x 36 " ) EA. 2 . tD6+DD - :ool WN• THOU. FRI . 111 +00 : DD SIGN . "SPENCER HWY . " ( D3-1 ) lie " x VARIES I EA . 2 11 :00 - le : Do SAT. SIGN . . "CUNNINGHAM" ( 03-1 ) ( 18 " x VARIES ) EA . 4 . SIGN . "TO CROSS STREET —3 PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " ) ( R10-4oR / SIGN . "TO Cft055 STREET F- PUSH BUTTON WAtr FOR WALK SIGNAL " f9 " X 12 " ) 1ft10-40L ) L F 245 WIRE . #6 XHHW L . F . 2130 WIRE • #14 XHHW L . F . 365 WIRE . fs" GALV. GUY ( SWAY CABLE ) ( HIGH STRENGTH ) ' L . F . 935 WIRE . 4s" GALV. GUY ( HIGH STRENGTH ) L . F . 1135 CABLE . #14/2C ( SHIELDED ) L . F . 14BO CABLE . #14/2C L . F . 350 CABLE . #14/4C - L . F . 1460 CABLE , #14/SC L . F . 335 CABLE , #14/7C - L . F . 160 CABLE. #12/12C ( INTERCONNECT ) BO CONDUIT . 1 " RIGID METAL L . F . 420 CONDUIT . 2 " RIGID METAL L . F . 45 CONDUIT. 3 " RIGID METAL L . F . 45 CONDUIT . 4 " RIGID METAL C. Y . it CONCRETE . CLASS "A" L . S . I HARDWARE . - MISC. EA. 9 DETECTOR . LOOP UNIT SAFETY LIGHTING UNIT QUANTITY DESCRIPTION ESTIMATE FINAL EA . 2 ARM . LUMINAIRE 10' EA . 2 BALLAST . 250 WATT HIGH PRESSURE SODIUM L . F . 374 . CABLE . #14/20 - A . 2 BULB : 250 .WATT HIGH PRESSURE SODIUM L. S . I ' HARDWARE . MISC . TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING 40��,.n1 .,, a"rP.E. 5617 SPENCER CUNNINGHAM SPENCER CUNNINGHAM ZikOOMER, AE. 56nJ WSANDATE DEPARTMENT OF HIGHWAYS STREET SB EBL WB NB Ltd n PUBLIC TRANSPORTATION DIRECTION WBL EB 7 8 V{;a� m.�2 07✓✓ s/� , 199 - PENCER IGNA AT CUNNINGHAM z . o5 . 0 0 . 0 SIGNALIZATION MINIMUM GREEN 5 . 0 10 . 0 2 0 2 0 3 . 5 2 . 0 - BASIS OF ESTIMATE & TIMING EXTENSION 2 . 0 3 . 5 35 . 0 �1• ' ' tr? _. - 35 . 0 10 . 0 75 . 0 y e/ANb MAXIMUM GREEN 10 . 0 75 . 0 . F 4 0 3 . 0 4 . 0 4 . 0 •• , SHEET 73 OF Bi r YELLOW CHANCE 3 . 0 4 . 0 .- p 1 , 0 �u'i?L wdduui PEO.n.D. s"E 1 0 p 1 0 1 0 1 0 .1)�, FEOERN. N0 PROxcr ND. ALL—RED CLEARANCE i • 0 5 0 5 . 0 5 . 0 516 t` 6 CRP igI(i41 IX tG' A'IZ PEDESTRIAN WALK — 5 . 0 _ g , p 19 . 0 �9Fr EEq. silo c0 9 . 0 19 . 0 \ /\q'✓ srAiE uurr PEDESTRIAN CLEARANCE — OFF �4 TEXAS 0 f2 HARRsA RECALL OFF - ON - OFF OFF ON JOS CON). 5EC1. T N0. o w 12 coq N�f9H G7 LEGEND 9 TRAFFIC SIGNAL POLE 6-> SIGNAL HEAD SIGNAL HEAD SCHEDULE 4 POWER POLE INDICATION DESIGNATION A - DIRECTION OF TRAFFIC PLOW IWAY. 2 SECTION 84 LENS VERTICAL O O3 O4 © ENTEX GAS LINE A SIGNAL HEADS 1 - WATERLINE WAY . . 2 SECTION — R 8 " LENS VERTICAL O O - __ SANITARY SEWER R SIGNAL HEADS - - - - - - - • STORM SEWER SW BELL TELEPHONE CONDUIT LU EXIST : WOOD POLE ,,EL W/ METER d SERVICE 4. DISCONNECT + CD p J m I n v Jr �+ *ry 0 U 0 T U . O. W. WOOD POLE _ .r - -_r --_= St _ .r-n = ___-0 = r. 7 I _ _ _ J ~ - PROP. 18" SAN.--, --a 440.00 �_ � 2 X5'0° SPENCERr IGHWAY PROP. B_x 5' CONC. BOX _ - _ - _ - 6 _ _ 4 - - - -- ---- -- - - - � cJ 6 " ENTER 5 R . O. W. 12 " WI.. F R . O. W. 2-30 " $TM. II II w 1 It J Os II v it II . 0 ' u c u f- t U f1 WOOD POLE O a Wp w < h o -4 W -, z NOTES : t . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . O IT IS THE CONTRACTORS RESPONSIBILITY TO p _ TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. LOCATE ALL UTILITIES ( PUBLIC AND PRIVATE ) PRIOR TO COMMENCING WORK . THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL .orua cxo. IIt DAMAGES CAUSED BY HIS FAILURE TO LOCATE ANDdocument wo. oo ..an STATE DEPARTMENT OF HIGHWAYS PRESERVE THESE UTILITIES , WHETHER UNDER— . rFZAL & DOWER. PE 567x7 1c v >e AND PUBLIC TRANSPORTATION GROUND , ABOVE-GROUND OR OVERHEAD. 2 . CALL THE UTILITY COORDINATING COMMITTEE AT ' A"�= 5 ' . 0 SPENCER HWY. AT MILLER ( 713 ) 223-4567 FOR LOCATION OF UNDERGROUND " ' i941 SIGNALIZATION FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION EXISTING CONDITION IN AREAS i SHEET 74 OF 1 RI Ecoi Aa PROJECT 5 El iF2N. A OOUER ssvzz P 1zu 6 rRP MY tET 415 ¢j�f Si�iE 7TH c xNS VV V<bo�I�aY TExA5 05f2a HARRIS 9, Nx S kWAY NO. SCALE) 1" - 20' 070 IE2. 005 NI ETC LEGEND STRAIN POLE p--.► SIGNAL HEAD SIGNAL HEAD SCHEDULE O CABLE RUN DESIGNATION ELECTRICAL SCHEDULE INDICATION DESIGNATION � DIRECTION OF TRAFFIC FLOW RUN A B C D E F - O O O O --0 LUMINAIRE ITEM DESIGNATION A® i 2 5 6 7/C-tt/ 9 1 i 2 SIGNAL 1 i WAY , i SECTION CABLE 2/Ctt14 1 1211 LENS SIGNAL FACE CONDUIT 4 „ i I WAY , 1 SECTION 12 " LENS . > : SIGNAL FACE •" K W w STREET SIGN POLE 1 0 "SPENCER HWY . " POLE 4 p E R. O. W. C 3 4 __ 2 __ --- _ STREET SIGN _ "MILLER " _� .__ _._,_ ____ ._.__ �_ a4s •oo SPENCE-- HWAY C� __ STREET SIGN _ --- "MILLER " L __ A C - \ C l � R. O. fi W 7 NOTES : R. O. W . POLE 2 POLE 3 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE • J ONLY , SEE PAVEMENT MARKING SHEETS FOR DETAILS F AND QUANTITIES . ¢ V 2 . FINAL LOCATION OF SERVICE POLE 15 SUBJECT TO J .Z. APPROVAL BY H . L . dP . ANY ADDITIONAL MATERIAL POLE & CONTROLLER LOCATIONS ... F U REQUIRED TO MEET FINAL LOCATION SHALL BE Q 0 z CONSIDERED INCIDENTAL TO ITEM " INSTALLATION POLE NO DESCRIPTION STA OFFSET W iBe 344 STEEL STRAIN POLE 443+79 44 . 5 OF HIGHWAY TRAFFIC SIGNAL " • a 3 . CONDUIT RUN ' E ' CONSISTS OF A SPARE 2 CONDUIT ' LT , Tn FOR FUTURE USE . 2 34 ' STEEL STRAIN POLE 443+79 44 . 5 ' RT. w/ 10 ' LUMINAIRE ARM d FIXTURE 3 341 STEEL STRAIN POLE 442+48 44 . 5 ' RT , TRAFFIC ENGINEERING 6 DESIGN SYSTEFIS, INC. 4 341 STEEL STRAIN POLE 442+48 44 . 5 ' LT . w/ 10 ' LUMINAIRE ARM d FIXTURE POLE MOUNTED METER . SERVICE DISCONNECT AND STATE DEPARTMENT OF HIGHWAYS FLASHER CABINET . E ," AND PUBLIC TRANSPORTATION MZ& A. COMER, PE.,56727 ,YJ STATIONS/OFFSETS FROM SPENCER HWY . Qua 54PM1 J SPENCER HWY. AT MILLER ��7 19g z SIGNALIZATION PROPOSED LAYOUT SHEET 75 OF 01 EEOFPJI. '' RP,N O4ECTUO 6 CRP I ( Le ) Nl__ s L Alh , PFZFL O. O0ArCF, LATE 58727 STATE "p 'b9F COUNTY TEXAS aS12 H RI SE CX�1\ rT. SECT. JCd SCALE: 11 - 20' Scza 17 cc R /-u47 89 ' 131 PHOTOELECTRIC CELL 11 ' 13 ' ' 28 E1 -#14 /CC ) GUY WIREANIZED 11 '1 GALVANIZED WEATHERHEAD ( HIGH STRENGTHI GUY WIRE BI ( HIGH STRENGTH ) MILLER ! D SPEIICEfl NY!. I E " R E pR SERVICE DROP &: 346" CALVANIZED s 3�i6" GALVANIZED . .4 GUY WIRE ( SWAY I' GUY WIRE ( SWAY . 3-u6 XHHW CABLE ) ( H IGH STRENGTHI II CABLEI ( HIGH STRENGTH ) 1 " CONDUIT w s I POLE MOUNTED FLASHER . W/CABINET METER >: METER rl SERVICE z DISCONNECT a POLE 2 POLE I .y. . POLE 1 POLE 4 y, fF • c F ELEVATION LOOKING ELEVATION LOOKING t � EASS NORTH N . T . S . /o1J N. T. S . ALL STEEL STRAIN POLES TO BE 34 ' 131 , 11 ' 14 ' 5/i6" GALVANIZED 97 ' GUY WIRE 516" GALVANIZED .( HIGH STRENGTH ) 7 GUY WIRE ' ( HIGH STRENGTH ) -7 MILLER A I Y WIRER WAY Y WIRE ( SWST A GU GU I I CABLE ) ( HIGH STRENGTH ) 346" GALVANIZED GUY WIRE ( SWAY CABLE ) ( HIGH STRENGTH ) w r v o ua 4 I I II to w u POLE 4 POLE 3 POLE 3 {y POLE 2 43+ ELEVATION LOOKING ELEVATION LOOKING ¶ © w} y(E c ( soui j L( ql 8 I N. T . S . /oV N . T. S . TRAFFIC ENGINEERING 6 DESIGN SYSTEMS, INC. ELECTRICAL SCHEDULE RUN A B C D E F TMvv°' °PPt""D °" STATE DEPARTMENT OF HIGHWAYS ITEM DESIGNATION e°cum.nt OM ue 6 s IGNAL i /C—rsi4 t t z tFz.E . DE& P0, PE. 56721 AND PUBLIC TRANSPORTATION caeLE x/c—#14 .((l R 0 SPENCER HWY. AT MILLER GARv. 2 „ 1 i /7 . 194y SIGNALIZATION CONDUIT ;, ELEVATION DETAILS .. + SHEET 76 OF B1 '•.• FEDAD. FEOERM- NO PROJECT NO. 5Tx E1 � PtZ n:oou@A" 6 CRP 91 Z(P hl% tEc 15 • • • . 572]CO STAlE 5it COUNTY TEXAS 12 HARRIS CONY, SECT. r , 20 17_ nD9 tRHIAY ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) UNIT QUANTITY DESCRIPTION ESTIMATE FINAL EA. I FLASHER . 2 CIRCUIT SOLID STATE EA . 1 • CABINET . FLASHER ( POLE MOUNTED ) EA . 2 POLE , 34 STEEL STRAIN ( SP 340-100 ) EA . 2 POLE . 34 ' STEEL STRAIN ( SAL 340-1001 EA , 3 SIGNAL HEADS 1W-15 . 12 " LENS ( RED ) EA . 4 SIGNAL HEADS 1W-IS . 12 " LENS ( AMBER ) EA , I • PHOTOELECTRIC CELL EA . i • DISCONNECT . SERVICE EA. 4 ROD . 5A6" IT 8 ' GROUND - EA . 4 • BOX . PULL w/EXTENSION . EA . 1 SIGN . "SPENCER HWY . 1 D3-1 ) ( 16 ' X VARIES ) EA , . 2 SIGN . "MILLER " ( 03-1 ) ( 18 ' x VARIES / L . F . 100 WIRE . #6 XHHW L . F . 485 WIRE . 546 GALV . GUY ( SWAY CABLE ) ( NIGH STRENGTH ) L . F . 825 WIRE . 546" CAL V . GUY ( HIGH STRENGTH ) L . F . 30 CABLE . #14 /4C L . F . 575 CABLE . tr14 /7C L . F . 30 CONDUIT . I " RIGID METAL L. F . 60 CONDUIT . 2" RIGID METAL L . F . 15 • CONDUIT . 40 RIGID METAL C. Y. i6 CONCRETE. CLASS "A" L . S . i HARDWARE . MISC. SAFETY . LIGHTING QUANTITY DESCRIPTION UNIT ESTIMATE FINAL EA. 2 ARM. LUMINAIRE 10' EA. 2 BALLAST . 250 WATT.. HIGH PRESSURE SODIUM L . F . 350 CABLE . #14/2C EA 2 BULB . 250 WATT HIGH PRESSURE SODIUM • L . S . I HARDWARE . MISC . f APPIC 6NC1NEERINC b DESIGN 9YSTEYS, INC. STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION In & OONER,rP.E. 56727 V µ n W SPENCER MILLER _____ SIGNALALIZATITION 377 19 % 2- BASIS OF ESTIMATE SHEET 77 OF 81 G57*2 R FED AV FR ,O. 5pFE Ro. ERµr1tc 41STATE i(AlEE COUNTY ce TEXAS 0512 HMRIS JOB C'L7w 12 cog f'1 F1 LEGEND S TRAFFIC SIGNAL POLE SIGNAL HEAD SIGNAL HEAD SCHEDULE -0. POWER POLE• INDICATION DESIGNATION O O O 0 v STREET SIGN R A C 1 WAY, 3 SECTION BGROUNOMOUNTED CONTROLLER CABINET 12" LENS HORIZONTAL O © 0 70 SIGNAL HEADS DIRECTION OF TRAFFIC FLOW O O ENTEX GAS LINE • Eft Ml 'X�UI > - > WATER LME•1 WAY, 4 SECTION 12" LENS HORIZONTAL 0 - - SANITARY SEWER SIGNAL HEADS w/'•LEFT TURN" H SIGN ANDDOWNLIGHT I J . I - - - - - - - •STRAIN POLE STORM SEWER STRAIN POLE W/ METER & SERVICE SW BELL TELEPHONE CONDUIT DISCONNECT -94 Ui -O- R . D. W. a -o- - - - - - - i �- _ - - -' - - - - - - - ] r - - - -- - L. - _ - - - - - - - - - - 4 5 2-36 " STM. 2J6 STM. 2-36 " 57M. 3 POOP . 18 " SAN. a SPENCER HIGHWAY 18 " SAN. � _._ _._ / 450.00 142 00 6 T— 447. 00 —'— CJ POOP . 8 ' x 5 ' CONC . 80% - - - - - a 36 " STM. 42 " RCP 42 " RCP S. W. B . T . CONDUIT _ _ - _ - _ S - -_- _ _- - OS R . O. W. 12 " WL . _ R . O. W. 12 " WL . 11 NOTES : 1 . LOCATION OF UTILITIES SHOWN ARE APPROXIMATE . II H c IT IS THE CONTRACTORS RESPONSIBILITY TO I I II LOCATE ALL UTILITIES ! PUBLIC AND PRIVATE ) U STRAIN POLE ' If PRIOR TO COMMENCING WORN . THE CONTRACTOR II IS FULLY RESPONSIBLE FOR ANY AND ALL U STRAIN POLE DAMAGES CAUSED BY HIS FAILURE TO LOCATE AND PRESERVE THESE UTILITIES . WHETHER UNDER- GROUND . ABOVE-GROUND OR OVERHEAD . 11 2 . CALL THE UTILITY COORDINATING COMMITTEE AT 1713 ) 223-4567 FOR LOCATION OF UNDERGROUND 00 FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN AREA . EC TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. 0 x m STATE DEPARTMENT OF HIGHWAYS n �c=Aom+Enuve sv%i APAE Rix AND PUBLIC TRANSPORTATION V /J� O SPENCER HWY . AT ATION /ABSHIRE 73 SIGNALIZATION Z/7 Ise'' EXISTING CONDITION SHEET 75 OF $l lit' PEDIND. EEBERN. A+B PR cT NO o�E S" s R /F]AL A OcuEfl S1ATE COUNTY BIAtE BIST N al E HARRIS 'b 124 E1 9Y TEXAS T, EC JOB wemr y,.11 SECT. .ci sca.E+ r' - 20' b •� I z cog MAT Eic LEGEND • � STRAIN POLE p-► SIGNAL HEAD ELECTRICAL SCHEDULE SIGNAL HEAD SCHEDULE O CABLE RUN DESIGNATION INDICATION DESIGNATION IN PULL BOX I RUN • ITEM DESIGNATION A B G D E F G H J K L M N P 0 R S T U V O O ® O 8 GROUND MOUNTED 3 R a G - - - _ CONTROLLER CABINET POWER •6 XHHW - GALV. RIGID METAL CONDUIT TO CROSS TO CROSS 1 WAY, 3 SECTION 1p 2/C••14 ; ; 3 ; 5 2 2 2 10 STREET �i 4- . STREET 12" LENS HORIZONTAL• L- # LOOP DETECTOR SIGNAL:. 4/C-•14 SIGNAL HEADS CABLE . 5/C-•14 1 2 2 3 4 1 2 2 3 8 PUSHBUTTON PUSH BUTTON 7/C •14 t 1 1 1 2 I a I r=J DIRECTION OF TRAFFIC FLOW WNT FOR WNT FOR WALK SIGNW. WALK SIGNAL (1 > Q © —® LUMINAIRE LOOP • - 6 2 4 U DETECTOR -• 36 7 7 7 7 7 1 1416 j AP( OLT ♦ PEDESTRIAN SIGNAL • R10-4oR RIO- 4oL 1 WAY, 4 SECTION J HEAD INTERCONNECT 12/C- •12 i 1 II GO 12" LENS HORIZONTAL v SIGNAL HEADS PEDESTRIAN PUSH 4 w/"LEFT ON ARROW ONLY' BUTTON d SIGN 7 3 1 2 1 J SIGN AND OOWNLIGHT J I ULTRASONIC DETECTOR • GALV. 2" 1 7 1 1 O _ O CONDUIT 3" 1 1 . 1 PB2, PB4 PBt, PB3 J 4" STREET SIGN DONT PBfi, PBB PBS, PB7 .� WI THRU W8 "SPENCER HWY . " WALK POLE I T PB7 . P82 POLE 4 V PB7 , PB8 P I WB I R . O. W. - c WI _ _ _ _ _ _ _ _ _ _ _ _ - W7 5L W2 _ _ _ _ _ _ A L-GA : L-6D T • • 1 2 140' 140' - STREET SIGN U L-68 C= L-6E C= __ "ABSHIRE-LUELLA" 9 - _ s ' K L-6C a ' SPENCER HIGHWAY L-6F O 1 Ff TYP . I _ _ .- 450.00 52 .00 L-5 m ._.-� -I_Cr. 447 .00 L-1 B L-2F L-2C __ STREET SIGN J C� L-2E 140 ' U L-2B 140' "LUELLA-ABSHIRE " 5 L-2D • L-2A A C D W6 W3 D L� _ R . Q. W. R . O. W. I ULTS-e � POLE 2 STREENT SIGN) . \ PB3 . PB4 NOTES : POLE 3 "SPENCER HWY . " 1 . PAVEMENT MARKINGS ARE SHOWN FOR REFERENCE P85 , PBS ONLY . SEE PAVEMENT MARKING SHEETS FOR DETAILS AND QUANTITIES . 2 . FINAL LOCATION OF SERVICE POLE IS SUBJECT TO DETECTOR SCHEDULE PHASING DIAGRAM APPROVAL BY H . L . TP . ANY ADDITIONAL MATERIAL POLE & CONTROLLER LOCATIONS REQUIRED TO MEET FINAL LOCATION SHALL BE _ RING 1 CONSIDERED INCIDENTAL TO ITEM " INSTALLATION TYPE OF HIGHWAY TRAFFIC SIGNAL " . POLE NO DESCRIPTION STAB OFFSETS DETECTOR 512E AMPLIFIER SETTING FUNCTION O 3 . CONDUIT RUN ' G ' CONSISTS OF A SPARE 2 " CONDUIT 34 ' STEEL STRAIN POLE 450+20 44 . 5 ' LT. -2A 6 • x60 2 PULSE CALL CALL d EXTEND m 2CALL & EXTEND 01 1 usco II 4O FOR FUTURE USE . 34 ' STEEL STRAIN POLE 450+26 44 . 5 ' RT. L-2B 6 ' x6 ' 3 PULSE CALL d EXTEND 02 ti TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. 2 w/ 10' LUTA I NAIRE ARM & FIXTURE L-2C 6x6 ' 4 PULSE CALL d EXTEND 02 O �__ HOT aHO L-2D 6 ' x6 ' 5 PULSE CALL & EXTEND 0 2 V=I _ 3 34 ' STEEL STRAIN POLE 449+18 44 . 5 ' RT . L-2E 6 ' x6 ' 6 PULSE CALL d EXTEND 02 a us[B 34 ' STEEL POLE L-2F 6 x6 ' 7 PULSE CALL d EXTEND 02 4 'x'1 w/ 1S' ELM ITR STRAIN N ARM d FIXTURE 449+18 94 . 5 ' LT. L-4A 6 ' x50 ' ' 8 PRESENCE DELAY CALL & EXT 04 STATE DEPARTMENT OF HIGHWAYS L-4B 6 ' x50' 9 PRESENCE ALL & EXTEND 04 BARRIER RING AND PUBLIC TRANSPORTATION GROUND MTO . . W/ NEMA 80 449+12 47 . 5 ' LT. L-5 6 x50 ' 10 PRESENCE CALL d EXTEND 05 L-6A 6 x6 11 PULSE EXTEND 06 w®i '" SPENCER HWY. AT LUELLA/ ABSHIRE CONTROLLER FULL TRAFFIC ACTUATED ALL d CABINET CONTROLLER L-6B 6 ' x6 ' 12 PULSE ALL & EXTEND 06 SIGNALIZATION L-6C 6 ' x6 13 PULSE ALL & EXTEND 06 PROPOSED DETAILS L-6O 6 ' x6 ' j 14 PULSE jCALL d EXTEND 06 * POLE MOUNTED METER . SERVICE DISCONNECT AND PAE . CELL • L-SE 6 ' x6 ' 15 PULSE CALL & EXTEND 06 •1. SHEET 79 OF 81 t POLE MOUNTED JUNCTION Box L-6F 6 ' x6 ' 16 PULSE ALL d EXTEND 06 The o�n a."u„ o. T STATIONS/OFFSETS FROM SPENCER HWY . ULTS-8 PRESENCE CALL d EXTEND 08 .o- e e �"+• UOEM L uB RROJCCT NO. s;^c u� o?nw P.E. 5B'x' ' u'Z A. 0;0u[: •� ETE couni 56727 $6 TAT 1A" (Zb H Ec 1B J`fc?sy C (,• /q"/ TEXAS 0512 HARRIS Y/7 , 194E CON, SECT. JOB HIGHWAY HO. SCALE' 1" . 20' fro120 12 cot M .Y Lit 90' 102 , - ) 23 , 11 ' 16 ' PHOTOELECTRIC CELL 21 546' GALVANIZED JUNCTION BOX it __._-.+.--.--� ( HI WIRE S, 6" GALVANIZED ( NIGH STRENGTH ) WEATHERHEAD I 1 GUY WIRE N SERVICE DROP ( HIGH STRENGTH ) "I =LUEtLA-A95NIAE= a K R A G a n c 0. fl A a n s L M L5rys " GALVANIZED IFEDY City 3—#6XHHW gp I. GUY WIRE ( SWAY ULTRASONIC DETECTOR 1 " CONDUIT M Iris" GALVANIZED p GUY WIRE ISWAY CABLE ) ( HIGH STRENGTH ) CABLEI ( HIGH STRENGTH ) " o ¢ II i �f p o PB 3 SERVICE " -- 6" PS i � PB 2 POLE 2M DISCONNECT .D—"' II pB B ^� o � N 1 I POLE 1 POLE 1 .y, J[ POLE 4 {�+ G ELEVATION LOOKING S ELEVATION LOOKING i. ELE I ~ NORTH I L N . T . S . T N . T. S . ALL STEEL STRAIN POLES TO BE 34 ' ' I 90' 22 , 11 16 PHOTOELECTRIC CELL 35 S48" GALVANIZED JUNCTION BOX 11 GUY WIRE ' Srys" GALVANIZED ( HIGH STRENGTH ) I . GUY WIRE - ( HIGH STRENGTH ) =ABSHIAE-tUEILA= __ . I - SPEtICEA NYf. R n c D.Is" c_GALVANIZED GALVANIZED flAA9M �iiy GUY WIRE ISWAYI GUY WIRE ( SWAY CABLE ) ( HIGH STRENGTH ) CABLE ) CHIGH STRENGTH ) ULTRASONIC DETECTOR u s 0 L flrj METER � I a ¢ "n ',I SERVICE o I i N DISCONNECT 0 ox p U PB 7 a PS 5 I� w 0 POLE 3 PD 6 N POLE 4 ! 1I ! II I PB 4 .� II i r I m ' POLE 3 POLE 2 S O E G G E ELEVATION LOOKING �� ' � ELEVATION LOOKING w� YLE�I SQUI N. T . S . N. T . S . ELECTRICAL SCHEDULE RUN A B C D E P G H J K L M N P Q R S T U V ITEM DESIGNATION 3 POWER •6 XHHW 2/C-•14 } 3 3 5 5 2 2 2 IO TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. SIGNAL 4/C-•14 _ I 1111 1 1 1 2 CABLE 5/C-•14 1 2 2 3 4 1 2 2 3 7/C-•1M1 1 1 1 1 1 2 Current Pa°"'Nq an 1° ' STATE DEPARTMENT OF HIGHWAYS LOOP '14 X HIV 2 4 7 7 7 7 1416 "fZ"L',t COINED ,P E' 56727 AND PUBLIC TRANSPORTATION DETECTOR / -• 4 (SHIELD) } 6 7 7 'n� nF+ c SPENCER HWY. AT ATIONLUELLAJABSHIRE INTERCONNECT 12/C-•12 Ii 1 II h' 277 . 1942 SI ATtON ATIONDETAILS 3 z ELEVATION 1 1 1 1 i CALV. 2" SHEET 60 OF S1 CONDUIT 3" 1 1 1 ` E4 fED.RD. FEDER,& uD PROJECT DD S 4" 0ER ' ¢/ 6 (' P L ICY _ y,a 58727 tl STATE D inn C ,Iv P^F C < qy TEXAS S 12R HARRIS OA CONT. SECT. JOB co ZO IL OU'FET wNl it N I NFt.ii NIWMUUl A .Ur.. ESTIMATE SUMMARY OF MATERIALS (NOT T FOR ) (FOR CONTRACTOR INFORMATION ONLY) QUANTITY TRAFFIC SIGNAL TIMING DURING CONSTRUCTION UNIT ESTIMATE FINAL DESCRIPTION I oe•6E t 2 3 4 5 6 7 B EA. i IN TIA �- CONTROLLER . 8-PHASE FULL-ACTUATED w/ INTERNAL T . S . C. UNIT EA , 1 P MAX 1 CABINET , CONTROLLER ( GROUND MOUNTED ) w/HARDWIRE INTERCONNECT EA , 2 A POLE • 34 ' STEEL STRAIN ( SP 340-100 ) EA. 2 YE EA . 2 RED POLE . 34 ' STEEL STRAIN ( SPL 340-100 ) WA K "WALK SIGNAL HEADS iW-4S , 12 " LENS ( RRY"-B ) EA. 8 ego . CL . SIGNAL HEADS 1W-35 , 12 " L ( RG ) EA • B SIGNAL HEAD, , PEDESTRIAN "WALK - DON' T WALK " lit " ) EA . . B PUSH BUTTON , PEDESTRIAN EA . CELL , PHOTOELECTRIC EA . DISCONNECT , SERVICE EA , 5 COTE+ ROD , 51 " X 8 ' GROUND EA • 2 CONTRACTOR CLOCKSHALLTO CALL 6N AND INSTALL 1 - IIUF IN BASELIGHT , FLUORESCENT EA. 1 fax It AS FOLLOWS: DETECTOR , ULTRASONIC ( POLE MOUNTED ) EA. 16 AMPLIFIER , LOOP EA. e EA . 1 1 06 +00 - 06100 1 LUN. TNRU. FRI . BOX , PULL W/EXTENSION 111 :00 21 :oaf EA , 2 4x60 - zuOD BO% . . JUNCTION ( POLE -MOUNTED ) ff :oa - 16 +Do SAT. SIGN, "LEFT ON ARROW ONLY " ( 12 " x 36 " ) EA , 2 SIGN . "SPENCER HWY . " ( D3-i ) ( 18 " x VARIES i EA . ' 1 SIGN, " '-- ABSHIRE - LUELLA -'" ( 03-1I ( 7B " x VARIES 1 EA . I SIGN , " '0 ABSHIRE - LUELLA -'" ( 03-1 ) ( 18 " X VAR ( W5 / EA. 4 SIGN , "TO CROSS STREET --) PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " X 12 " I ( R0 L)-4a EA 4 SIGN, TO CROSS STREET E-- PUSH BUTTON WAIT FOR WALK SIGNAL " ( 9 " % 12 " ) ( R1p4aL ) L F 150 WIRE , #6 XHNW IS . 3000 WIRE , #1 " XHNW L . F . 440 WIRE , 316" GALV, GUY ( SWAY CABLE ) ( HIGH STRENGTH ) L . F . 1075 WIRE , 546" GALV• GUY ( HIGH STRENGTH ) L . F . 5900 CABLE , #14 ,2C ( SHIELDED ) I. E . 1500 CABLE , #14/20 L . F . 375 L . F , 1560 CABLE , #14 /4C CABLE , #14/50 L . F . 360 CABLE , #14/70 L , F , 190 CABLE , #12/120 ( INTERCONNECT ) L . F . 100 CONDUIT , 1 " RIGID METAL L . F . 650 CONDUIT , 2 " RIGID METAL L . E . 70 CONDUIT , 4 " RIGID METAL C . Y . 17 HARDWARO . MISC . CLASS "A"ETECT L. S . 1 D EA, 16 DETECTOR . UNIT SAFETY LIGHTING QUANTITY •DESCRIPTION UNIT ESTIMATE FINN- . EA, 2 ARM, LUMINAIRE 10' EL 2 BALLAST , 250 WATT HIGH PRESSURE SODIUM L . F . 375 CABLE , #14/20 EA . 2 BULB , 250 WATT HIGH PRESSURE SODIUM L . S . 1 HARDWARE , MISC , TRAFFIC ENGINEERING L DESIGN SYSTEMS, INC. TRAFFIC SIGNAL PERMANENT TIMING ° d by STATE DEPARTMENT OF HIGHWAYS SPENCER LUELLA SPENCER ABSHIRE "°' ° "orli° DIRECT "t°° OOME"„"'`' s" ` o` � AND PUBLIC TRANSPORTATION 58 EBL WB NB DIRECTION WBL ED 5 6 7 e , .� ^�-4' SPENCER HWY . AT LUELLA/ ABSHIRE PHASE 1 2 3 4 z • o - �� 19Yz SIGNALIZATION MINIMUM GREEN 1 . 0 o. 0 2 . o s . 0 o. 0 2 p BASIS OF ESTIMATE & TIMING EXTENSION 2 . 0 3 . 5 2 . 0 2 . 0 3 . 5 5010 H 50 . 0 20 . 0 50 . 0 aL' SHEET 81 . el MAXIMUM GREEN 11 . 0 60 . 0 q , p rED.flD. s"s,Lr YELLOW CHANGE 30 4 . 0 4 . 0 3 ' 0 4 . 0 1 • ps6DLe•L MD neaxcr uD. 1 . 0 i . 0 1 , 0 1 . 0 6 CRP 71N2L YPNT 2ALL-RED CLEARANCE 1 . 05 . 0 _ 5 • 5 . 0 srAT6 s�"js caD�+rr PEDESTRIAN WALK — ' _ tA . O19 , 0 P`N 14ON 19 . 0 OFF TEXAS D 12 H4flfl1, PEDESTRIAN CLEARANCE — OFF OFF ON Joe CKeA RECALL OFF ON CONT. SECT. r +.o. ^vJ71J l7 L1F re l`!H SPENCER HWY . - PM PEAK HOUR SPENCER HWY . - AM PEAK HOUR CYCLE = 120 SEC . CYCLE = 60 SEC. TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION INTERSECTION PASSER ii -87 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 JUL 8B INTERSECTION PASSER 11 -97 . MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 JUL 89 8505% LEGEND LUELLA-ABSHIRE 277 , CS . *• x/ ' *XX/ *XX/ *XX/ *XX/ *XX/ *xx/ *XX/ *xx/ *X . . LUELLA-ABSHIRE 102 . ss XX . X*. //r�xxx* //xxxx* //xxxx* //xxxx* /. xx . x* 39 . 8% DUAL LEFTS ( 1 +5 ) MILLER 25 . 45 /XX . * /XXX* /XXX* /xxx* /xxx* /XXX* /XXX* /XXX* /xxx* . x. X* MILLER 47 . 8% / . *x . xxxxx� *xxxxxxx/ *xxxxxxx/ *xxxxxxx/ *xxx%. x. / xxx DUAL THRUS ( 2+6 ) 42 . 3% /// LT 5 LEADS ( 2+5 ) I _.,,. LT 1 LEADS ( 1 +6 ) CUNNINGHAM 58 . 15 xxx / xx /xxx /xxx /xxx /xxx /XXX /XXX /XXX /XXX / CUNNINGHAM 67a5 // xxxx//�/ xxxx//// xxxx//// xxxx//// xxxx//// 9608% I CENTER 13 . 8$ *xxxxx ) *xx. x. *xxxxx *xxxxx *xxxxx *xxxxx *x%xxx *XXXXX *X. X . X *xxxxx CENTER 41 , 75 XX* XXXXXX. X . X* XXXXXXXXXXX* XXXXXXXXXXX* XXXXXXXXXXX* x . X . XXXXXXx* X . 2360% • ••KYLE CHAPMAN 2 . 25 h , , KYLE CHAPMAN 173: °75 *xxxxxx �*xXx *xxxxxx • X%X 3 . 7% . • I • . 37MPH • { 16 WESTBOUND SEC . BAND WIDTH I 21 SEC. BAND WIDTH x/ *xx/ •. . x✓ RED BLUFF 54 . 35 xx/ * *xx/ *xx/ *xx/ *x . . • _ .RED BLUFF 43. 7S *%XXXXX// I *x. x . XX// *XXXXXX// *xxxX . x . / *xxxxxx// * 90. 5% . . EASTBOUND IEASTBOUND 38 MPH 37 µPH I 23 SEC. BAND WIDTH . 14 SEC . BAND WIDTH DENKMAN—TREBOR 57 . 85 xxx/ .*j%X/ 4W *xxx/ X . X/ *xXX/ *X • X. . *XXX/ 4XXX/ *XXX/ * DENKMAN—TREBOR 96. 35 xxxxxxx/ *xxxxxxxx/ *. xx . xxxxx/ *xxxxx . x . x/ *xxxxxxxxx/ *xxxxxxx 9603% 58 . 35 //XX / /XX ///XX ///XX //>XX ///xx i/ixx ///XX ///xx ///XX / SINCLAIR 85 . 35 xxxxxx //// XXXXX ////XXXXxx // xXXXXX /// ,XXXXX ////XXXXX SINCLAIR 23 . 3$ *xx xx *xx *xx . xx . x . *X% *xx *xx %x BELT WAY 8 102. 8$ *xxxx **#xxxx BELT WAY B - I • ( w v yyy a PANSY 44 . 75 XX =xxxxxxxx x =xxxxxxxxxx x =x . x . . X. xxx =XXXXXXXXXX =%xxxxxxxxx a PANSY 50 . 2S . 2S N XX* /X x* /XXX* /%XX* /XXX* /X. x. /%%X* /X%X* /X%X* /%XX* /X a 37 . 3% . . • . . I . . . . , 1 ' . PRESTON n7 . ss **xx/// *xx/// **xz//i • *4:xx/// **xxu/ o°[0. P.E55]2) PRESTON . 55 *x// *x// 97 . sx /L . BX I . . • • 7 I r� . t9gr 77 . 4% WATTERS 28 . 95 * /xxx /xxx* /xxx* ./. xX* /xxx* /xxx* /X. X . /XXX* /xxx* /xxx WATTERS 104 . 95 xxxxxxx* /xlxxxxxx* . x. xxxxxx* /xxxxx. x. * /XXXXXXXX* /%xxxxx 2L A OOYER " 48 . 2%. 5G]2] BAYSHORE Sl . os *xxxxx/ *xxzxxi *xxxxx/ *xxxxx/ *xxxxx/ . 56 BAYSHORE 55 . 35 xx** /Ix** /%x** •/zX** /xx** /Xx** /x• x** Ax" /Xx** /XX* / 42 5% t^ . 22 . 2% ' • BURKE 53 . 35 //Xx** ( /. xx . * //%X** //x0 **. BURKE 28 . 45 **X/ ) **X/ *. X . **X/ . *• / **x/ **x/ 47 . 37. BLUEBERRY 42 . 35 /xxxxxxx* . Xx . xxxx* /XXXXXXX* /XXXXX . X*. /XXXXXXX* / BLUEBERRY 27 . 75 X* /xxx * /XXXX*. /. xxx* /XXXX* /XXXX* /XXXX* /xxxx* /x . x . * /XXXX* /XXX 35 . 31 46 . 2 % STRAWBERRY STRAWBERRY 2 . 4$ *x/ X/ *X/ • 117 . 65 *xxx// xxx/i *xxx// *xxx/ 98 . 0% TRAFFIC ENGINEERING b DESIGN SYSTEMS, INC. 4 . 0% LAFfERTY .zs . zs /xxxx) / X . X •/XXXX /XXXX /XXXX /XXX /XXXX /XXXX /% . x. /XXXX LAFFERTY 104445 /XXXXXXX /. . xxxxxx ///XXXXXXX ///xxxxxx% ///xx . x . xx ///XXXX STATE DEPARTMENT OF HIGHWAYS 43 . 7 % I E a �e+ AND PUBLIC TRANSPORTATION ��PT�y SPENCER HWY . WESTSIDE 2 . 25 /xxx* I . xx* /xxx* /xxx* /XXX* /XXX* /XXX* /XXX* /XXX* /. . x* WESTSIDE 39 . 75 *XXXX . X. / I *XXXXXXX/ *xxxxxxx/ *XXXXXXX/ *x . X. XX/ * SIGNALIZATION 33 . 1 % 3 . 77 I . TIME — SPACE DIAGRAMS P cT NoSHEET 7 OF 2. * /x* /x* /x* /x* /x* /x* /x* /x* /. *. SHAVER 59 . 75 . // . *** //x*** //x*** //x*** //x. **. 2EE,SHAVER 33 . 75 . 49087. '5602% 1BaE COPCC 21C U iYPEREZ . os i/zx* /xx* //xx* //xx* //xx* //xx* //xx* //xx* //xx* //xx* PEREZ . os **xxxx/// -*xxxx/// **xxxx/// **xxxx/// **xxxx/// * xxxHARRISTIME aoe +wAY Bo.TIME 009 HMN arc SPENCER HWY . - OFF PEAK HOUR SPENCER HWY . - NOON HOUR CYCLE = 53 SEC . CYCLE = BO SEC . TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION INTERSECTION ' PASSER II -B7 MULTIPHASE ARTERIAL PROGRESSION - 145101 VER 1 . 0 JUL 88 INTERSECTION 78 . 55 /x• . I /XX* /XX* /XX* /%x* /%X* /%X* /%% /XX* /xx* . . X* /% PASSER - II -87 MULTIPHASE ARTERIAL PftOCRE5510N - 145101 VER 1 . 0 JUL 88LEGEND MILLER *• x// xx// LUELLA-ABSHIRE 34 . 9% • • LUELLA-ABSHIRE 2 . 8%6% DUAL LEFTS ( 1 +5 ) *xxx * XX *xxx . . XXx MILLER 3 : ox xxx= I . x= xxx= xxx= XXX= xxx= xxx= xxx= xxx= xxx= . . x= xxx= 21 . 35 • *. XX *xxx *XX *x%X *X%X X%% DUAL THRUS ( 2+6 ) 26 . 6% /// LT 5 LEADS ( 2+51 I • • *awe LT I LEADS ( 1 +6 ) 31 , 4$ /ixxx //xxx //xxx //xxx //xxx //xxx //xxx //xxx CUNNINGHAM 1908% //xxxl //xxx //xxx //xxx //XXX //xxx //xxx //xxx //xxx //xxx //xxx //x CUNNINGHAM 39 . 3% 39 . 35 * xxx . x XXXXX* xxxxx* xxxxx* xxxxx* xxxxx* XXXXX* . X • XX* xxx CENTER 25 . 45 xx*�cxxx*xx . x . *xxxxxxxxxx*xxxxx*xxxxx*xxxxx*xxxxx*xxx. % . xxxxx*xxxxx*x 47 . 45 CENTER 49 . 1 % . . • K 15 . 75 =X% I -XX =%X• =XX =xx =%% =xx =XX =X% =XX =%X =x% 6 . 05 //** ** • //'* //** • //* //* //'* i/'"` //** YLE CHAPMAN 15 . 75 • KYLE CHAPMAN 7 5% I WESTBOUND WESTBOUND � 33 MPH • , � 34 MPH I 73 SEC. BAND WIDTH 16 SEC. BAND WIDTH • 13 . 35 *XX/ I *%X/ *XX/ *. . / *XX/ *xx/ *Xx/ *X . /. *%x/ *XX/ *XX/ *XX 36 . IS * /XXXX /Xx. X. •/XXXX* /XXXX* /XXXX* /XxXX* • • 25 . 1 % • • 45 . 1 % . . RED BLUFF . • xxx* /xxxx* /X% RED BLUFF„ - . . • • ' — EASTBOUND " — EASTDOUND 40 MPH 34 MPH 11 SEC . BAND WIDTH . . 14 SEC . BAND WIDTH • • • • 29 . 75 /xxxx*I /XXXX /x . x . * /XXXX* /xxxx* /xx . . * /XXXX /XXXX /xxx OENKMAN-TREBOR 23 . 55 / *XxXI *xxx/ *xxx/ *xxx/ . ,xx/ *XXX/ *X . : / *xxx/ *xxx/ *xxx/ *xxx/ *X 44 . 35 DENKMAN-TREBOR 31 . 3x . • • SINCLAIR 44 . GS X// %% 656-585X% x*x*zzx %X% X*// .X*aXX/> 'X*%*X%X XXX%X +XeXXX% XXX%X +XXXXXX SILT WAY 81 . ts x ///x%xk ///XXXX ///XX ///xxxx ///xxx% /44%%X5 ///xxxx ///XXXX ///x BELT WAY R BELT WAY 8 64 . 85 *xxx ** xxx ***xxx *. *. XX .._-xxx ***x ; . ***xxx ***xxx ***xxx W w < PANSY 15 . 4$ /XXx*I/xxx* /xxx* /xxx* /xxx* I. . . . /xxx* /xxx* /xxx* /xxx* /xxx* /XX 16 . 15 =%X%XX% I =XXx%%X =xxxxxx =x . X . XX =xxX . x • =xxxxxx =%xxxxx =XXXXXX =xxxx 29 . 1 % < PANSY . . • • PRESTON 24 . OS //x* //X* //X* //x* /ix* //x* /i%* //X* //X* //X* //X* // a nwi..d wv==U°ori d by s 45 . 35 MZAN A. COYER, P.E. 56727 PRESTON 76 , 25 /xx* /ixx* //xx* //xx* /Ax; //XX* //%%* //XX* //xx* ' 95 . 3% I I �; . . WATTERS 22 . 35 *XX/ *XX/ *XX/ *X . . *X%/ *XX/ *XX/ . X. / **X/ *XX/ *XX/ *X •'I4 .i1•• 37 , 75 . • XX* /Xx • *• /XXx* /XXx* /xXX* /%X 42 , 1 % • ; WAITERS 47 . 1 % 'idiu: i."oduE: BAYSHORE so. zs %x/ *ix/ *xx/ *Xz/• *xx/ *XX/ XX/ *xx/ *xx/ *XX/ *xx/ *%x/ • 56727 5 . 35 /%X* XX* /X%* /Xx* /XX* /xx* /xx* /xx* /XX* 94 . 75 9, Ar LA ' •` / .✓ BAYSHORE 6. 6% . BURKE 48 . 95 XX* /Ix* /XX * . X. * /XX* /XX* /%X* . /%%* /X . . /XX* /%x* /XX* sfa. f / q 38 . 75 *XX/ I *XX/ *5X11 *XX/ *XX/ . X . / *XX/ *XX/ *xx 92 . 3% • BURKE 47 . 4% - BLUEBERRY 25 . 0$ *x/ I *x/ *. /• *x/ *x/ *x/ . x . *x/ *x/ *x 39 . 05 /XX* I /xX* /. . * /x%* /XX* /X• *. /XX* /XX* ax 47 . 2% BLUEBERRY 49 . 85 STRAWBERRY 25 . 55 /x* I /X* iX* /X* /X* /x* /x* /x* 4B . 5$ TRAFFIC ENGINEERING k DESIGN SYSTELS, INC. STRAWBERRY • 73 . 45 XX// * x// *xxi/' *xx// . *xx// *xx// *xx// *xx// *xx// • • 91 . 8% • ' I 21 . 75 XXX/ ( xx . . XXX/ xxx/ xxx/ x%%/ xxx/ XXX/ xxx/ . . x/ XXX/ xx STATE DEPARTMENT OF HIGHWAYS 28 . 45 /xxxxx ) /xx' . x /xxxxx /XXXXX /XXXXX /xxxxx /x . x . x /XXXXX /XXX LAFFERTY - . 90. 9% • • AND PUBLIC TRANSPORTATION LAFFERTY �P}E ov 35 . 55 ®» SPENCER HWY . • WESTSIDE 49 . 75 xx/ *1 • • *XX/ *x%/ *xx/ *XX/ *XX/ *xx/ *xx/ *xx/ . • x/ *xx/ SIGNALIZATION 73 . os xxxx =l . x . =xxxx • =xxxx =xxxx =xxxx =xxxx =. . xx =xxxx 93 . 8% TIME - SPACE DIAGRAMS WESTSIDE . 91 . 3% . I ' I , SHEET 2 OF 2 SHAVER 27 . 75 . *. I +�*/ **/ **/ **/ **/ **/ **/ **/ **/ *. / * EEn no. r6CEBK uo vxoa2T NO EET **// **// **// ** 52 . 35 SHAVER 45165 *. /• **// **// 56 CR s7r No' zr< 1 NX 1 472 57 . 07 T•TE coUxn • • *XX/ *XX/ xX/ • PEREZ . D5 110. *x/• X/ *X/ *X/ *X/ *X/ *X/ *%/ *X/ • MX/ TEXAS 12 HARRIS . os • *xx/' • xx/ *XX/ *xx/ • *xx/ • *xx/ TIME SECT. JOB OH,+ PEREZ GcOt wMi T DZ it TIME E7G a,.=,.r-ol.. .eW I-. NOTE: . SEE PEREZ PROPOSED SIGNAL LAYOUT FOR DETAIL OF CABLE 0 R.O.Y. 9 ROUTING AT INTERSECTION •d O d C 140.00 w SPENCER HYY, 135.00I 2 30.00 W I"' 2 R. D. Y. ESTIMATE SUMMARY OF MATERIALS LEGEND FOR BID QN ONLY)UIT ) -o EXISTING UTILITY POLE (FOR CONTRACTOR INFOR 1 _---- INTERCONNECT CABLE ( 12/C - #12 ) QUANTITY DESCRIPTION UNIT ESTIMATE FINAL NOTE: ATTACHMENTS . UTILITY POLE EA. 23 SEE SHAVER PROPOSED SIGNAL CABLE , 72/C-#12 W/ INTEGRAL . MESSENGER L . F . 3000 LAYOUT FOR DETAIL OF CABLE ROUTING AT INTERSECTION R.O.W. 0 O R. O. x. N ¢ SPENCER HWY. N 155.00 1 .d 150.00 2 N 45.00 _ _ U UJ _ _ _ z - - _ .- _ _ _ - R. O. Y. Q 2 R. O. Y. . _ _ - 3 =9 Ii o wo W � m Wo - m TRAFFIC ENGINEERING & DESIGN SYSTEHS• INC. LOWEST H . L. & P . . NOTES: SEC. CONDUCTOR TRAFFIC SIGNAL 1 . FINAL LOCATION OF UTILITY POLES IS SUBJECT n. Nr Y'paa INTERCONNECT CABLE I 76" MIN. MIST . TO ONAL ML BY UTILITY COMPANY . ANY ANA— m DiER, PE.S6 Nyy STATE DEPARTMENT OF HIGHWAYS 40" MIN. LOCATION MATERIAL REQUIRED TO MEET DERED PL A I MER� P.E. 55is> ppJD PUBLIC TRANSPORTATION C . A • T . V . ' 01ST. LOCATION OF POLES SHALL BE CONSIDERED /plJ 12 " MIN . OIST . INCIDENTAL TD ITEM " INSTALLATION OF HIGH SPENCER HIGHWAY W4P` ,..,_ wariRAFFIG SIGNAL =h • t99 °" ® TRAFFIC SIGNAL INTERCONNECT 2 . ALL MATERIAL REOUIREO FOR COMPLETE INSTAL- LAYOUT MIN. HT . 70 ' 15 ' MIN. HT . RATION OF INTERCONNECT CABLE SHALL BE PAID .fr„ STA . 130+00 TO $TA . 160+00 ON STREET ON ESMT . FOfl UNDER ITEM " INSTALLATION OF HIGHWAY �,E1L SHEET 1 OF 11 TRAFFIC SIGNAL " . ;:µ;z ,Y.AAaoµ � UND TEMA. NO PROJECT N°. E,�Ei v E o r 42 3 . INTERGRAL MESSENGER MULTI -CONDUCTOR CAB Lt 567`10 x ry\n\q STATE r u� Y SHALL BE CONNECTED TO TERMINALS LOCATED IN 4c TE%As u___ HARRIS TRAFFIC SIGNAL INTERCONNECT ATTACHMENT JUNCTION BOX ON STRAIN POLES . SEE PROPND Y OSE• D SIGNAL LAYOUTS FOR STRAIN POLE AND c°xR. sEcr. JOB TYPICAL ELEVATION JUNCTION BOX LOCATIONS . SCALE: 1" • 50' Ci�2n IAJ NOTE : SEE WESTSIDE PROPOSED SIGNAL LAYOUT FOR DETAIL OF CABLE ROUTING AT INTERSECTION . O 0 OR. O.Y. N C) ¢ SPENCER H . 0 170.00 N m 165.00 Q 60.00 Ui Z N W _ ` _ _ _ _ Z _ _ o. = a = S . . NOTE : SEE LAFFERTY PROPOSED SIGNAL LAYOUT FOR DETAIL OF CABLE ROUTING AT INTERSECTION. R.O. Y. 0 O a N - 185.00 h- 180.0O SPENCER HIGHWAY N 75.00 W IA J WR. O. Y. J T T � 7 � � � Y � q � � ,, > � FaT it LEGEND EXISTING UTILITY POLE INTERCONNECT CABLE ( 12/C — st12 ) TRAFFIC ENGINEERING G DESIGN SYSTEMS, INC. NOTES: ESTIMATE SUMMARY OF MATERIALS I , FINAL LOCATION OF UTILITY POLES IS SUBJECT (NOT TO BE USED FOR BID QUANTITIES) TO APPROVAL BY UTILITY COMPANY . ANY ADD— (FOR CONTRACTOR INFORMATION ONLY) ITIONAL MATERIAL REQUIRED TO MEET FINAL :.w.vv...�D on m�e STATE DEPARTMENT OF HIGHWAYS QUANTITY LOCATION OF POLES SHALL BE CONSIDERED i„,ame .m AND PUBLIC TRANSPORTATION DESCRIPTION UNIT INCIDENTAL TO ITEM " INSTALLATION . OF HIGH- .P2.EADDMER. P.E. 56727 E, SPENCER HIGHWAY ESTIMATE FINAL WAY TRAFFIC SIGNAL ." je,w, TRAFFIC SIGNAL INTERCONNECT ATTACHMENTS . UTILITY POLE EA. 26 2 . ALL MATERIAL REQUIRED FOR COMPLETE INSTAL- 117 . 1y42- LAYOUT CABLE . 12/C-#12 W/ INTEGRAL MESSENGER L . F . 3300 LATION OF INTERCONNECT CABLE SHALL BE PAID STA . 160+00 TO STA . 190+00 FOR UNDER ITEM " INSTALLATION OF HIGHWAY SHEET 2 OF It TRAFFIC SIGNAL " . q � C D.RD. FEDERN. AD PRD,rtCT ND. e�[ ..,.. . FE s C.RP I (flD P +ZEl 3 . INTERGRAL MESSENGER MULTI —CONDUCTOR CABLE •�'TP2,a Aoo fR r.[E SHALL BE CONNECTED TO TERMINALS LOCATED IN 567 7 STATE r „ cowrty JUNCTION BOX ON STRAIN POLES . SEE POOP— qT EC J� N iExAs 0512 HARRIS OSED SIGNAL LAYOUTS FOR STRAIN POLE AND fy CDO. SECT. .we CMYY NO. JUNCTION BOX LOCATIONS . y SCALE: Ih • 50' __ 12 vol nMA TO NOTE :rc m rc m w SEE BLUEBERRY PROPOSED SIGNAL NOTE : LAYOUT FOR DETAIL OF SEE STRAWBERRY PROPOSED SIGNAL o CABLE ROUTING AT INTERSECTION. LAYOUT FOR DETAIL OF CABLE ROUTING AT INTERSECTION. O O + O O 0 SPENCER HWY• 200.00 I I I 195.00 V d 90.00 z N J UJ T Z n n - � � 6a 6ad a• � a ax a ax ax NOTE : SEE BURKE PROPOSED SIGNAL LAYOUT FOR DETAIL OF CABLE ROUTING AT INTERSECTION. O 0 0 1A 215.00 I I I I N SPENCER HWY. 270.00 N d 05.00 I W Z F- J fA Z =V a - � n5 a = ax0 Lii TRAFFIC ENGINEERING d DESIGN SYSTEMS, INC. ESTIMATE SUMMARY OF MATERIALS NOTES: LEGEND 1 . FINAL LOCATION OF UTILITY POLES IS SUBJECT (NOT TO BE USED FOR BID QUANTITIES) TO APPROVAL BY UTILITY COMPANY • ANY SI ADD— (FOR CONTRACTOR INFORMATION ONLY) .p: EXISTING UTILITY POLE ITIONAL MATERIAL REQUIRED TO MEET FINAL Tn, :<aaPo.=,ir4 =n tuy STATE DEPARTMENT OF HIGHWAYS QUANTITY LOCATION OF POLES SHALL BE CONSIDERED RLtaBoyER�,P.EIs61Yti "` �µ AND PUBLIC TRANSPORTATION DESCRIPTION UNIT ESTIMATE • FINPL ------- INTERCONNECT CABLE ( 12/C - #12 ) INC ' 'k L TO ITEIA " INSTALLATION OF HIGH- 2 SPENCER HIGHWAY war IC GNAL " TRAFFIC SIGNAL INTERCONNECT ATTACHMENTS . UTILITY POLE EA • 24 LAYOUT 2 . ALL MATER ) AL REQUIRED FOR COMPLETE INSTAL- ZI ,' CABLE . 12/C-t12 W/ INTEGRAL MESSENGER L • F . 3300 LATION OF INTERCONNECT CABLE SHALL BE PAID STA. 190 .00 TO STA . 220 .00 FOR UNDER ITEM " INSTALLATION OF HIGHWAY u. SHEET 3 OF 11 TRAFFIC SIGNAL ". ? d� , PEB.NN. =PROACTO. 5",EtA3 • INTERGRAL MESSENGER MULTI -CONDUCTOR CABLEµ'ti oouE �7ntyCSHALL BE CONNECTED TO TERMINALS LOCATED IN • ' 5r2 N STT ATEJUNCTION 00X ON STRAIN POLES . SEE PROP- ATc�t ,.� A TEXa5 ^nRisOSEO SIGNAL LAYOUTS FOR STRAIN POLE ANDnlh, ' ^ cO Nt. GNw • JUNCTION BOX LOCATIONS • SCALE, 1" - 50' Igofl E I f<LLu ma„i .o.a C NOTE : • o SEE BAYSHORE PROPOSED SIGNAL LAYOUT FOR DETAIL OF • CABLE ROUTING AT INTERSECTION. R. D. M. O fY O N O R. O.M. N O O / ¢ SPENCER HWY. 230.00I I I I- N 225.00 - , 20.00 Z V) zR. O. M. Z f- d R. O.Y. U a, N — � a-0n °' r a � a La Is NOTE :SEE . WAITERS PROPOSED SIGNAL LAYOUT FOR DETAIL OF • } CABLE ROUTING AT INTERSECTION. R. D. M. O O O N SPENCER HWY. 245.00 F- ON 240.00 N d 35.00 Z N Z - - - - - - - - - - - - - - - - - - R. O. M. U J _ 21. O mo-0 m � I and 0I 6 °-0 crirn a °-0 rn O nx c. x y o. LEGEND 3 • -0 EXISTING UTILITY POLE • ------ INTERCONNECT CABLE ( 12/C - #12 ) TRAFFIC ENGINEERING B DESIGN SYSTEUS, INC.• ESTIMATE SUMMARY OF MATERIALS NOTES: • (NOT TO BE USED FOR BID QUANTITIES) 1 . FINAL LOCATION OF UTILITY POLES IS SUBJECT (FOR CONTRACTOR INFORMATION ONLY) TO APPROVAL BY UTILITY COMPANY . ANY ADD— QUANTITY ITIONAL MATERIAL REQUIRED TO MEET FINAL 1m'^oe. a ' STATE DEPARTMENT OF HIGHWAYS m. ,.aiaPP UNIT LOCATION OF POLES SHALL BE CONSIDERED Ar m.m .e, DESCRIPTION ,fZH. kOO t , P.E. a6,P g"`�' °` �e AND PUBLIC TRANSPORTATION ESTIMATE FINAL IHCIGENTAL TO ITEM ` INSTALLATION OF HIGH- • *� SPENCER HIGHWAY WAY TRAFFIC SIGNALS p. TRAFFIC SIGNAL INTERCONNECT ATTACHMENTS . UTILITY POLE LA. 19 2. ALL MATERIAL REQUIRED FOR COMPLETE INSTAL- 2-f? 199 �' LAYOUT CABLE . 12/C 4412 W/ INTEGRAL MESSENGER L . F . 3300 LATION OF INTERCONNECT CABLE SHALL BE PAID rf57 STA . 220+00 TO STA . 250+00 FOR UNDER ITEM " INSTALLATION OF HIGHWAY SHEET 4 OF 11 TRAFFIC SIGNAL ". •. a YEDER& xo PROJECT xo. vUIn 3 . INTERGRAL MESSENGER MULTI -CONDUCTOR CABLE ER P1 PEaao CRP rEl (2v rfr Ec SHALL BE CONNECTED TO TERMINALS LOCATED IN :� ry' sr"re sr couxrr JUNCTION BOX ON STRAIN POLES . SEE PROP— TEXAS 12 HPRRIS OSED SIGNAL LAYOUTS FOR STRAIN POLE AND i ovA CONY SECT. JOB JUNCTION BOX LOCATIONS. SCALE: P' • 50` Qa^.c' 12 005 HMIr ET ^ NOTE : SEE PRESTON PROPOSED SIGNAL LAYOUT FOR DETAIL OF CABLE ROUTING AT INTERSECTION . a cn. °' in a. tn O 4 J4 O R. O. w. N I 255.00 260.00 k y d so•o0 z J W 2 p. O. Y. • __________________ • r • In IN ESTIMATE SUMMARY OF MATERIALS LEGEND (NOT TO BE USED FOR BID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) •P EXISTING UTILITY POLE QUANTITY _.._-_. INTERCONNECT CABLE ( 12/C - #12 ) DESCRIPTION UNIT ESTIMATE FINAL ATTACHMENTS . UTILITY POLE EA. 29 CABLE . 12/C-#12 W/ INTEGRAL MESSENGER L . F . 3300 H on-0 nx n x _ O _ N 275.00 II 270.00 a 65.00 Z W cm R.O. V. _ * • • • • : . . . ♦- 3 � NOTES: TRAFFIC ENGINEERING 4 DESIGN SYSTEMS, INC. LOWEST H . L . 6 P . SEC . CONDUCTOR 1 . FINAL LOCATION OF UTILITY POLES IS SUBJECT TRAFFIC SIGNAL 16 " MIN . GIST . TO APPROVAL BY UTILITY COMPANY . ANY ADD— INTERCONNECT CABLE MATERIAL REQUIRED TO MEET FINAL =Rv.er.y ", w+ STATE DEPARTMENT OF HIGHWAYS 40" MIN. LOCATION OF POLES SHALL BE CONSIDERED a� .i Wm"r +.an O° + AND PUBLIC TRANSPORTATION DIST. INCIDENTAL TO ITEM " INSTALLATION OF HIGH- .+, om.ER. R.E. ssn) O SPENCER HIGHWAY 12 " MIN. GIST. WAY TRAFFIC SIGNAL : // 'j�_Q�l_� W® TRAFFIC SIGNAL INTERCONNECT 2 . ALL MATERIAL REQUIRED FOR COMPLETE INSTAL— /✓ y/7 . it '- LAYOUT Mi N. HT . is ' 15r µ( N. HT . LATION OF INTERCONNECT CABLE SHALL BE PAID STA . 250+00 TO STA . 280+00 ON STREET ON EASE FOR UNDER ITEM " INSTALLATION OF HIGHWAY TRAFFIC SIGNAL " . ^ ' "{• SHanort rN OF 11 IEv nD. rEOERN. HO o. Stirs 3 . INTERGRAI MESSENGER MULTI —CONDUCTOR CABLE c' 6 Rp II2LitIX c F SHALL BE CONNECTED TO TERMINALS LOCATED IN ,!F?ti.. . . .. . ,f� STAVE 'f. couN r JUNCTION BUXOM STRAIN POLES . SEE PROP— 5s72� s} / q , TEXAS vftC HARRIS TRAFFIC SIGNAL INTERCONNECT ATTACHMENT OSED SIGNAL LAYOUTS FOR STRAIN POLE AND CON!. SET. J0s wcnwA% NO. TYPICAL ELEVATION JUNCTION BOX LOCATIONS . y SCALE+ 1" • 50' 020 IL 009citE MFI L• IL Ui Ui al SETS : SEE PANSY PROPOSED SIGNAL LAYOUT FOR DETAIL OF .bv CABLE ROUTING AT INTERSECTION. m � _ -0 a nz d as a R.O.Y. - °-0 - Dd ns yi _ as as _ _ _ U OR. O.Y. _ - - o O 290.00 I I I I N 285.00 I I I IN .!6O00• • Z N R.O. Y. _ Z t3+ wo Z 0 fl R. Q. Y. 00 O _ _ - In .305 DO 1 N 300.00 I -1 -I 95.00 z I- J J U _ R. O.Y. Q Ui Ui z o W LEGEND J � EXISTING UTILITY POLE INTERCONNECT CABLE ( 12/C - #12 ) ESTIMATE SUMMARY OF MATERIALS TRAFFIC ENGINEERING DESIGN SYSTEMS, INC. (NOT TO BE USED FOR BID QUANTITIES) NOTES: b (FOR CONTRACTOR INFORMATION ONLY) OUANTIT Y I . FINAL LOCATION OF UTILITY POLES IS SUBJECT DESCRIPTION UNIT TO APPROVAL BY UTILITY COMPANY . ANY ADD— ESTIMATE FINPL ITIONAL MATERIAL REQUIRED TO MEET FINAL In. eemccPeer„n on ru. STATE DEPARTMENT OF HIGHWAYS LOCATION OF POLES SHALL BE CONSIDERED docw,em was e"i orztd by SE Or AND PUBLIC TRANSPORTATION ATTACHMENTS . UTILITY POLE EA. 24 INCIDENTAL TO ITEM " INSTALLATION OF HIGH— ATE& AOOUER, PE. SG)]) UtiAP A SPENCER HIGHWAY CABLE. 12/C—#12 W/ INTEGRAL MESSENGER L . F . 3300 WAY TRAFFIC SIGNAL !' _ DOE TRAFFIC SIGNAL INTERCONNECT 2. ALL MATERIAL REQUIRED FOR COMPLETE INSTAL- 2'/ LAYOUT LATION OF INTERCONNECT CABLE SHALL BE PAID STA . 280+00 TO STA . 310+00 FOR UNDER ITEM " INSTALLATION OF HIGHWAY SHEET 6 OF 11 TRAFFIC SIGNAL " . D D. FEDERUND PROJECT IIO %"EET F "6R CRP912! HY 2 $ 3 . INTERGRAL MESSENGER MULTI -CONDUCTOR CABLE 'msµ AOOUER i rE SHALL BE CONNECTED TO TERMINALS LOCATED IN 56127 STATE COUNTY JUNCTION BOX ON STRAIN POLES . SEE POOP— :g q / qv TEXAS os12 HARRIS USED SIGNAL LAYOUTS FOR STRAIN POLE AND EsfoR.rlT �� CORT, SECT Joe GID'AY NO. JUNCTION BOX LOCATIONS: Y SCALEr 1" 50' D?U 12 OD`s n M U ET Fu. mean",mee.or" m 8 FI F m NOTE : mp SEE BELTWAY 8 PROPOSED SIGNAL LAYOUT FOR DETAIL OF z CABLE ROUTINGAT INTERSECTION . o. stj.: J y ax a R. O• W. I: a � o_ o R. O. W. _ N � _ M Or 320.00 h V) d 10.00 N 2 J J = R. O.W. 6 0 } NOTE : I I SEE SINCLAIR PROPOSED SIGNAL .. LAYOUT FOR DETAIL OF CABLE ROUTING AT INTERSECTION . R.O. N. as is O O O M N 335.00 Fd.. M 330.00 .d 325.OO W I- 2 V1 J 2 U J E LEGEND -0- EXISTING UTILITY POLE ___--- INTERCONNECT CABLE ( 12/C - #121 ESTIMATE SUMMARY OF MATERIALS TRAFFIC ENGINEERING d DESIGN SYSTEMS, INC. (NOT TO BE USED FOR BID QUANTITIES) NOTES: (FOR CONTRACTOR INFORMATION ONLY) 1 . FINAL LOCATION OF UTILITY POLES IS NYBADD- QUANTITY TO AP PROVAL ML BY UTILITY COMPANY . ANY ADD— DESCRIPTION UNIT ITi e ESTIMATE FINAL ]OCAL ATIO O MATERIAL REQUIRED TO MEET FINAL Th. >.> >PPmraq on STATE DEPARTMENT OF HIGHWAYS ._..-- LOCATION OF POLES SHALL BE CONSIDERED mc..R.>l .» eum>,trce ay c 6< —'--"' Ep • . 25 INCIDENTAL TO ITEM " INSTALLATION OF HIGH- WM • OOUER. PF 56727 $"� , <e� AND PUBLIC TR HIGHWAYTION ATTACHMENTS . UTILITY POLE WAY TRAFFIC SIGNALr // CPSIGNA HINTERY CABLE . 12/C-M2 W/ INTEGRAL MESSENGER L . F . 3300 GX - ` ' N TRAFFIC SIGNAL INTERCONNECT 2 . ALL MATERIAL REQUIRED FOR COMPLETE INSTAL- 22- LAYOUT LATION OF INTERCONNECT CABLE SHALL BE PAID STA . 310+00 TO STA . 340+00 FOR UNDER ITEM " INSTALLATION OF HIGHWAYq*� Fi SHEET 7 OF 11 TRAFFIC SIGNAL ' . o . FF R27 uo FE Rx OF PROIECi x0.3 . INTERGRAL MESSENGER MULTI -CONDUCTOR CABLE •••• - 6 RP C 2t IOYER5i__ 60 _SHALL BE CONNECTED TO TERMINALS LOCATED IN ••• •, sirioJUNCTION BOX ON STRAIN POLES . SEE PROP- ,; �, • TEXAS 12 HARRIS USED SIGNAL LAYOUTS FOR STRAIN POLE AND �4 �\Q rrt sEC7. 76a xwAYJUNCTION BOX LOCATIONS ' . \ Y\ SCALEI1" - 50' C__ 1i M)4 uC MI rm 0 � g � g = g = g g ` 9 I g n g Vg 1g n n nx n nx 1 n I O p 350.00 Id SPENCER HWY. 345.00 I I 40.00 I W z V) J w P.O. Y. __ NOTE : '3' SEE DENKMAN/TREBOR PROPOSED SIGNAL B o y�y LAYOUT FOR DETAIL OF. off.^ I CABLE ROUTING AT INTERSECTION. ... g m�� . n = n - n n - g - ax - g nx R. O. r. ax SPENCER HWY. 00 365.00 s 60.00 V) z R. O. Y. _ U Q 00 S�a 56.00 LEGEND YN 9Fm EXISTING UTILITY POLE j POV 9� ------ INTERCONNECT CABLE ( 12/C - #12 ) 9 Su r Y6 TRAFFIC ENGINEERING & DESIGN SYSTEMS, INC. NOTES: 1 . FINAL LOCATION OF UTILITY POLES IS SUBJECT TO APPROVAL BY UTILITY COMPANY . ANY ADD-INAL STATE DEPARTMENT OF HIGHWAYS I TIC At. MATERIAL REQUIRED TO MEET F the 1anlcPPierN9 en aNa tE So ESTIMATE SUMMARY OF MATERIALS LOCATION OF POLES SHALL BE CONSIDERED documeht „aR .PL;,.ae, y.P x AND PUBLIC TRANSPORTATION INCIDENTAL TO ITEM ' INSTALLATION OF HIGH- rszu. R. o NER, P.ESD9n , SPENCER HIGHWAY (NOT TO BE USED FOR BID IONNTITIES) WAY TRAFFIC SIGNAL :' � Y N TRAFFIC SIGNAL INTERCONNECT (FOR CONTRACTOR INFORMATION ONLY) QUANTITY 2 . ALL MATERIAL E FOR COMPLETE INSTAL— z , rs9 �— LAYOUT DESCRIPTION UNIT ESTIMATE FINAL CATION OF INTERCONNECT CABLE SHALL BE PAID STAB 340+40 TO STA . 370+00 FOR UNDER ITEM " INSTALLATION OF HIGHWAY SHEET B OF 11 EA 28 TRAFFIC SIGNAL " . -,:' Jjy """ ((( ED.RO. FEDERN. AD PROJECT NO. SHEET ATTACHMENTS , UTILITY POLE }^'�' R 6 EP 91 (WI H l: Q2A CABLE . 12/C-#12 W/ INTEGRAL MESSENGER L . F . 3300 3 . INTERGRAL MESSENGER MULTI -CONDUCTOR CABLE � 'eP:iN' .Aaou[p• S TATS CouxrY SHALL BE CONNECTED TO TERMINALS LOCATED IN STATE JUNCTION BOX ON STRAIN POLES . SEE PROP- r°c6�R1a ^\ � TEXAS oS12 HARRIS OSED SIGNAL LAYOUTS FOR STRAIN POLE AND ry 's. � COW. SECT. CHW., JUNCTION BOX LOCATIONS . SCALE' t' - 50' F.fl2a IL. x9 H _ H Etna. .a,eea.,aWP..P.H • LEGEND ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) 'e' EXISTING UTILITY POLE (FOR CONTRACTOR INFORMATION ONLY) INTERCONNECT CABLE ( 12/C - #12 ) QUANTITY DESCRIPTION UNIT ESTIMATE FINAL ATTACHMENTS • UTILITY POLE EA . 19 NOTES: CABLE . 12/C-#12 W/ INTEGRAL MESSENGER L . F . 2750 1 . FINAL LOCATION OF UTILITY POLES IS SUBJECT TO APPROVAL BY UTILITY COMPANY . ANY ADD- . ITIONAL MATERIAL REQUIRED TO MEET FINAL LOCATION OF POLES SHALL BE CONSIDERED pp 7 INCIDENTAL TO ITEM "INSTALLATION OF HIGH- H, WAY TRAFFIC SIGNAL . ^p O ^J x 2 . ALL MATERIAL REQUIRED FOR COMPLETE INSTAL- LATION OF INTERCONNECT CABLE SHALL BE PAID 4' O,O FOR UNDER ITEM " INSTALLATION OF HIGHWAY (V O . TRAFFIC SIGNAL `. 3 . INTERCRAL MESSENGER MULTI -CONDUCTOR CABLE SHALL BE CONNECTED TO TERMINALS LOCATED IN �V A. JUNCTION BOX ON STRAIN POLES . SEE PROP- USED SIGNAL LAYOUTS FOR STRAIN POLE AND JUNCTION BOX LOCATIONS . tLS n a ax n nx n ax R. O.W. n - - n � a — — - - 375,0 - - _ _ — - _ _ _ 4 SPENCER HWY . 380.00 )... N Ui Z R. D. Y, X U m NOTE : SEE RED BLUFF PROPOSED SIGNAL c LAYOUT FOR DETAIL NT cc \ z - CABLE ROUTING AT INTERSECTION. A ¢ m • 0 o fr C w _ oa vOd - � 9p n R. O. Y. O ni n nx a OR. O.W. _ _- CO 390.00 I SPENCER NWY. TRAFFIC ENGINEERING N DESIGN SYSTEMS, INC. 85.00 N wJ The FZM. A.'°PM`wu„o-.0 >r STATE DEPARTMENT OF HIGHW Ca In AYS _ -� ^� P.E. 50727 E �' r0, AND PUBLIC TRANSPORTATION dotu.- x R. O. Y. R. Q. W. A"' • '`� SPENCER HIGHWAY X/7 Iggy TRAFFIC SIGNAL INTERCONNECT a LAYOUT STA . 370+00 TO STA . 395+00 SHEET 9 OF 11 ' +'J '�• =FEDAD. � PBORti N0, filmG I'I & EC 6 C0001YHPRRIR\ JOB HIGHWAYSCALE: 1" - 50' CO01 f-111 L 1C - O hi La it a N N — iud '� c £N c x R.O. Y. _ _ a � - - - - 0 _ x _ O R. O. Y. - - - - _ - - d - _ _ - _ - - 405.00 in C, ¢ SPENCER HWY. 400.00 I W I Z a 95.00 I __ J U, R.O. Y. _ W Ca N - NOTE :H SEE KYLE CHAPMAN PROPOSED SIGNAL LAYOUT FOR DETAIL OF CABLE ROUTING AT INTERSECTION. EY fN ESTIMATE SUMMARY OF MATERIALS (NOT TO BE USED FOR BID QUANTITIES) (FOR CONTRACTOR INFORMATION ONLY) --_--� UNIT QUANTITY DESCRIPTION ESTIMATE FINAL us ATTACHMENTS . UTILITY POLE EA. 18 NOTE : CABLE . 12/C-#12 W/ INTEGRAL MESSENGER L . F . 3520 SEE CENTER PROPOSED SIGNAL LAYOUT FOR DETAIL OF CABLE ROUTING AT INTERSECTION. u I R. O. W. O Ey O N d O R.O.Y. L O 420. 00 C SPENCER HWY. d 415.00 Z a 10.00 J N - - R. O. Y. U in J _ _ _ - �.� _ - - = R. O.W. In N N ' u-0 a � x ax a no co o. x • 1/1 tn LEGEND LOWEST EC . CONDUCTOR EXISTING UTILITY POLE TRAFFIC SIGNAL 16 " MIN. DIST . INTERCONNECT CABLE -- INTERCONNECT CABLE 112/C - #121 C. A . T. V.�-� 40 "DST. • " 12 " MIN. GIST . TRAFFIC ENGINEERING & DESIGN SYSTEHS, INC. NOTES: MIN. H7 . 1R ' 15 ' MIN. HT. I . FINAL LOCATION OF UTILITY POLES IS SUBJECT ON STREET ON EASE TO APPROVAL BY UTILITY COMPANY . ANY ADD— the $0m0PP•0.ims 0" INS ITIONAL MATERIAL REQUIRED TO MEET FINAL e".�m.0i .0, 0"tIO,H.un £ Crr STATE DEPARTMENT OF HIGHWAYS LOCATION OF POLES SHALL BE CONSIDERED II Z?& kOOUER. P.E. 56]2> AND PUBLIC TRANSPORTATION INCIDENTAL TO ITEM " INSTALLATION OF NIGH- p qe�y w, n SPENCER HIGHWAY WAY TRAFFIC SIGNAL " �_ 2Y/�' fL ;Y�'1 TRAFFIC SIGNAL INTERCONNECT 9 9 y LAYOUT TRAFFIC SIGNAL INTERCONNECT ATTACHMENT 2 . ALL MATERIAL REQUIRED FOR COMPLETE INSTAL- STA . 395-00 TO STA . 425 +00 TYPICAL ELEVATION CATION OF INTERCONNECT CABLE SHALL BE PAID n, r' FOR UNDER ITEM " INSTALLATION OF HIGHWAY TRAFFIC SIGNAL " . FED-RD. II ^ EF6E6u a6 PROJECT HO. SHEET SHEET 10 OF 3 . INTERGRAL MESSENGER MULTI -CONDUCTOR CABLE IArIZ A. 00 ER 6 ILRP 1U n,\ ti the ]ioP 56]2] STAIE 7ATE COUNTY SHALL BE CONNECTED TO TERMINALS LOCATED IN ;$ qr j0. . TEXT 66125 HARRIS JUNCTION BOX ON STRAIN POLES . SEE PROP- Gy .; V CH.�A OSED SIGNAL LAYOUTS FOR STRAIN POLE AND �n CON1. SECT. ,66 JUNCTION BOX LOCATIONS . y SCALE' 1" - 50' 4"(: 2v I 'f- 1iL' 101.1 I ' ( Y r It Ui R. O. W.0 O a O O ,n 4354OO N SPENCER HWY. 430 .00 W 25.00 Q Z F J NR. O.W. U W j 2 ` _ _ _ I a. 0 a vPa _ R. O. W. _ — — _ NOTE : Q _ n a ug SEE CUNNINGHAM PROPOSED SIGNAL LAYOUT FOR DETAIL OF z CABLE ROUTING AT INTERSECTION• m u LCW ma 4 . o NOTE : SEE LUELLA/ABSHIRE PROPOSED SIGNAL LAYOUT FOR DETAIL OF 0. CABLE ROUTING AT INTERSECTION . o Li EL oFR,00*WW* O O EY 0 r C a- LEGEND ,loop ¢ SPENCER HWY. 445400I In d 140.00 W 'o- EXISTING UTILITY POLE I- - _ ___- INTERCONNECT CABLE ( 12/C - #12 ) N W _ - - - z - G R. O. W. U -aLii La 01 TRAFFIC ENGINEERING G DESIGN SYSTEHS, INC. NOTES: 1 . FINAL LOCATION OF UTILITY POLES IS SUBJECT TO APPROVAL BY UTILITY COMPANY . ANY ADD- � +e STATE DEPARTMENT OF HIGHWAYS ESTIMATE SUMMARY OF MATERIALS ITIONAL MATERIAL REQUIRED TO MEET FINAL To, ,,olopp,o,a, 001Rl, LOCATION OF POLES SHALL BE CONSIDERED meom.m .", "mn"nnn by ytipls AND PUBLIC TRANSPORTATION (NOT TO BE USED FOR BID QUANTITIES) INCIDENTAL TO ITEM "INSTALLATION OF HIGH— ATM AoowER• P.E. 561]] (FOR CONTRACTOR INFORMATION ONLY) WAY TRAFFIC SIGNAL : � b SPENCER HIGHWAY ` TRAFFIC SIGNAL INTERCONNECT QUANTITY DESCRIPTION UNIT ESTIMATE FINAL 2 . ALL MATERIAL REOUIRED FOR COMPLETE INSTAL- x�7 • 199L LAYOUT CATION OF INTERCONNECT CABLE SHALL BE PAID STA . 425+00 TO STA . 451 +00 ATTACHMENTS . UTILITY POLE EA. 12 FOR UNDER ITEM " INSTALLATION OF HIGHWAY onn SHEET 11 OF 11 CABLE . 12/C•-4t12 W/ INTEGRAL MESSENGER L . F . 2600. TRAFFIC SIGNAL ". E F___ B PROJECT NO. 3 . INTERGRAL MESSENGER MULTI —CONDUCTOR CABLE ''AT'ja:,A,COWER, ,/,/ F 6 .RP qi C2o-) MXTAlE wNlc SHEET� OIVtO SHALL BE CONNECTED TO TERMINALS LOCATED IN seTZT �" STATE Y.n TY . . JUNCTION BOX ON STRAIN POLES . SEE PROP— 4` c 1 �RV TEXAS R512 _! HARRIS OSED SIGNAL LAYOUTS FOR STRAIN POLE AND ''RdlvF�"� JUNCTION BOX LOCATIONS . w SCALE! I" • 50' fi0 12 wcP114 i SEE PLAN UT NOTE : FOR CONDUIT YEONTRANCES CABINET AS PER CONTROLLER AND SIZES MANUFACTURER FAN UNIT 3 11 PULL BOX ; CONDUIT I "X I " X ° 45 AS REQUIRED CHAMFER II i / 2 " Q -} 3 o REINF . BAR " d Ye ~ GROUND TO TERMINAL STRIP _ o 0 ANCHOR BOLTS 3 ,. 6 . -I•- BOTTOM ( SEE NOTE NO . 1) 1 / 2 REINF . p' X I " X 45° CHAMFER 1—I BAR GROUNDING fl BUSHING I " 6 " MIN ii 2 6"F 6 N0 . 6 REINF . ESH N � I . 1 / 2 " SLOPE / . - LI , I � _--- - TO DRAIN —� 6 " MIN . ----- o 0 --�- -i__i_ �-- 6 . - - -yam - -- - - - - - -- X }C" ' 1 IO ° ° o°Oo1 z z GRAVEL DRAIN b ° ° 5 , 0 „ 1 " X I " X 45O ;GRAVEL DRAIN -+ °oi I I ; ° ' p CHAMFER , ' GROUND ROD 11 ( i CONDUIT AS REQUIRED ii oo oo GRAVEL DRAIN 8 ' - 0 " LONG - TOP VIEW t` ' ' PULL BOX ( LESS CABINET N \ 'Ut n - � . ' � W / EXTENSION FRONT VIEW SIDE VIEW • NOTES 1 . DETAILS OF ANCHOR BOLT LOCATION TO BE FURNISHED 5 FOUNDA IONTH CLEOVEL WITIS OH STHE PAVE MEN ET tHE TOSURFACE LLER BY THE CABINET MANUFACTURER . OR AS APPROVED BY THE ENGINEER IN THE FIELD . 2 . DIMENSIONS SHOWN FOR CONCRETE BASE . SHALL BE SUBJECT CONTROLLER FOUNDATION DETAIL TO MODIFICATION TO FIT EQUIPMENT FURNISHED . 6 .. THE CONTRACTOR SHALL. FURNISH ANY ADDITIONAL SIGNAL DETAIL / STANDARDS CONCRETE WHICH MAY BE NECESSARY TO STABILIZE SHEET OF 3 . CONTROLLER AND ALL PULL BOXES TO HAVE GRAVEL DRAIN . FOUNDATION AT UNUSUAL LOCATIONS . o' STATE "ww• ALL PULL BOXES SHALL BE INSTALLED WITH AN EXTENSION . S TEXAS RP / cpet � N/P COUNTY o "u' n 4 . ALL CONCRETE TO BE CLASS. "A DISTRICT 12 STANDARD e° iz 6 0SA [ . • 3 . DON BRASS "L" BOLTS & NUTS GALV. COVER IN DIAGONAL CORNERS O / T WT . 40' IIXA BODY 213 " o T WT . 103 • 15 OO 25 't / /_ / 2 „ 103/" 203/a 12 " / ° 12 '/, 4 NOTES : °• 3 " ' GALV. STEEL 22 '/+ I . CONCRETE SHALL BE CLASS "A". \C� 2 . BODY REINFORCING - 2 WELD FRAMES - NO. 9 WIRE. 1 3. COVER SHALL BE CHECKERED FLOOR PLATE 1/2" GALVANIZED STEEL . 4 . COVER HOLD DOWNS - 3 / B" BRASS RODS AND NUTS. EXTENSION 5 . COVER LETTERING - I" INCISED LETTERS "TRAFFIC SIGNAL". WT .- 96" / \ 6 . LOCATION OF PULL BOXES TO BE AS SHOWN ON LAYOUT SHEET - ADDITIONAL PULL BOXES MAY BE REQUIRED BY THE FIELD ENGINEER. / 9 ��' 7 . PULL BOXES TO BE PLACED AT 350' MAXIMUM OR AS DIRECTED Z� BY THE ENGINEER IN THE FIELD . ti„ X` 10 % > ° �0. N bql II / •° % .° 9" GA. WELDED _ ° -ti� / '2 . - , q WIRE FRAME GRAVEL PULL BOX DETAILS SIGNAL DETAILS/ STANDARDS NOT TO SCALE SHEET OF A°A0 STATE tEMAIDtXtT1C C TEXASCRP9r 24) MX eec- ti// " CONIiY .n a rn DISTRICT 12. STANDARD 'fit P.} !2 4i 1' ! [7G ORNAMENTAL CAP POLE BRACKET 4 I/2" O.D. GALVANIZED 12 " PEDESTRIAN STEEL POLE ORNAMENTAL 12 " PEDESTRIAN SIGNAL HEAD SPLIT BASE SIGNAL HEAD ( DON ' T WALK /WALK ) z ( DON ' T WALK /WALK ) O ■ 0 I9 - 3 / 4 " O U Q N /4' - 20 GROUND SCREW 2 ' MIN . DUXSEAL 10 ' MAX . POLE BRACKET GROUND a W 9 " X 12 " " TO CROSS STREET - g "6 BARE BUSHING COPPER PUSH BUTTON - WAIT FOR p I CONDUIT AS WALK SIGNAL ' SIGN I- REQUIRED 0 _ I " RADIUS ; PUSH BUTTON w v o " - 20X I / 2 " BRASS � GROUND 2 „ (SCREW TO BE FURNISHED ROD ~ O 41/2° O .D . GALV . STEEL POLE BY FABRICATOR ' % " RADIUS ORNAMENTAL SPLIT BASE CLASS "A" .CONCRETE �� --r GROUND NON-REINFORCED 24" DIA.• FOUNDATION DETAIL NOTES ( TEL REVISION ,. 0 . GALVANIZED 3 OUNCES STEEL SHALL B E HOT - DIPPED O OF COATED T - DPVAREAED IN ACCORDANCE WITH A . S . T . M . STANDARD A 123 61 T , OR SIGNAL 2 . THE GALVANIZED STEEL POLE SHALL BE 4 " SCH . 40 ( 4 I/2 ° 0 . D . ) STANDARD PIPE SCR BED SIN THE A 1958 BOOK OF R A . S . T . M .. TO. M . E STANDARDS , CONSTRUCTION DETAILS FRDS OR 3 . ORNAMENTAL. SPLIT BASE TO BE MADE OF CAST ALUMINUM S54NES MATERIAL AS DPOLE MOUNTED SIGNAL PART 2 , PAGE 1096 , WITH A 5 / 16 " MINIMUM WALL THICKNESS . EACH UNIT IS TO CONSIST OF TWO IDENTICAL AND INTERCHANGABLE HALVES . SHEET OF 40 AN ALTERNATE ORNAMENTAL BASE MAY BE CONSTRUCTED OF CHOPPED GLASS OR FIBER GLASS TO HAVE. A MINIMUM THICKNESS OF I / 8 " G4P9i�2 Mt� k 34 AND A MINIMUM OF 15 MIL GEL COAT ( COOK . * 945 - A - 505 ) , COLOR TO BE ALUMINUM . THE POLYESTER RESIN TO BE COOK X939 X 300 , E ( ADD WAX AS REQUIRED ) , AN APPROVED INJECTION MOLDED PLASTIC , OR EQUAL . TExnssTATE ° 12 19Z U « DISTRICT 12 STANDARD UZ /2 i OG"/ : /.I 5 . ORNAMENTAL CAP TO BE CONSTRUCTED OF CAST ALUMINIUM OR FIBER GLASS AS PER SPECIFICATION FOR ORNAMENTAL BA 0SA 1 : [ 26�, Ju :riL . •. . ..N. 5'. t. NOTES : I. INSTALLATION OF THE WIRE LOOPS IS TO BE PAVEMENT EDGE MADE IN THE SHORTEST TIME PRACTICAL, NOT TWO WIRES TO EXCEED A 4 HRS. MAX. AND SCHEDULED I I/2 PAVEMENT DURING OFF -PEAK HOURS TO MINIMIZE DELAY TO FZCIONUUIT CONDUIT MIN LOOP WIRE SENSING LOOP JOINT VEHICLE TRAFFIC . ONCRETEBROKEN OUT (TWISTED- — TWO WIRES J/ OF LANE PAV'T. TWO WIRES 2. THE PAVEMENT CUT IS TO BE MADE WITH A WORK WITH LOOP Y11RE SEE NOTE 3) 3 , CONCRETE SAW TO NEAT LINES AND LOOSE • DIRECTION OF TRAFFIC 3 ' MAX MATERIAL REMOVED. THE CUT SHALL BE CLEAN ( TYP ) DIPOLE DIPOLE LOOP LOOP AND DRY WHEN THE SEALING COMPOUND IS PLACED. UIRED NOTE: CENTER WIRES SHALL BE IAYED SEE DETAIL B SEE IN SAME DIRECTION ♦ DETA 1 L BSEE 3. THE LEAD-IN WIRES ARE TO BE TWISTED A • TYPICAL LAYOUT OF QUADRUPOLE LOOP DETAIL C MINIMUM OF FIVE TIMES PER FOOT AND REMAIN 6 ' MIN DIRECTION OF TRAFFICGROUND BOX UNDISTURBED AFTERTHE LOOP HAS BEEN TUNED. LING COMND � / 8 „ ASPH. PAV'T . 4. ALL WIRE PLACED IN THE SAW CUT SHALL BE SEA SEE NOTE 9 II,_? LEAD IN WIRE (TWISTED SEE NOTE 3) 3 FT MAX - CONDUIT SEALED BY FULLY ENCAPSULATING IT IN A AS SPECIFIED SEALANT ACCEPTABLE TO THE ENGINEER. i-1/2" MIN 4 DIRECTION OF TRAFFIC ON PLAN SENSING LOOP 5. THE CONTRACTOR SHALL USE TWO CONDUCTOR ° 14 ' MM 3 FT MAX Note = LOOP TO BE CENTERED IN LANE . SHIELDED CABLE FROM THE BASE OF A STEEL POLE ,.: 4 .00 : o.'�o, . U� CEMENT STAB. BASE WIRE MINIMUM DETAIL B MINIMUM SIZE TO BE 6 ' X 6 . OR TOP OF A WOOD POLE TO THE CONTROLLER OR ' EDGE OF PAVEMENT OR LANE LINE TYP I CAL LAYOUT OF AS APPROVED BY THE ENGINEER IN THE FIELD. SECTION A- A DIPOLE LOOP ( S ) TYPICAL LAYOUT OF DIPOLE LOOP 6. ALL CONNECTIONS SHALL BE SOLDERED. THE• SOLDER JOINT SHALL BE SEALED WITH SCOTCH HOLD DOWN HOLD DOWN — CAST OR OTHER METHOD ACCEPTABLE TO THE SEE NOTE 8 1 I /2 • T0 2 • i liz • io 2 • SEE NOTE 8 3ie • SAW CUT ENGINEER. 3/ 8 ' SAW CUT I_ SEAL . CONDUIT WITH p WIRE PATH OF - _ _ ti PATH OF - - - - -t' � 7 . LOOP WIRE SHALL BE " 14 XHHW LOOSELY tv Z - .-� `_ _ -- =" LOOP WIRE SEALING COMPOUND _ - - - _ - LOOP WIRE i ENCASED IN A FLEXIBLE VINYL OR PLASTIC SMOOTH RADIUS ! B TUBE . ENDS OF THE VINYL OR PLASTIC � ; ;.o; ' 'b ' 8o° � oa: b°• '1 � '° ' SMOOTH RADIUS \ "„ �I TUBING ENCASING THE WIRE , SHALL BE no' -CONDUIT AS REQUIRED I - i GIVEN A WATERPROOF SEAL IMMEDIATELY A CHIP OUT FULL DEPTH CHIP OUT FULL DEPTH !�� AFTER PLACING THE WIRE TO PREVENT !r1� OF THE SAW SLOT SMOOTH RADIUS !III MOISTURE FROM ENTERING THE TUBE . OF THE SAW SLOT SMOOTH RADIUS .ir I ' D IN PAVEMENT JOINT''1 PLACE THE LOOP WIRE NEAR THE CENTER OF PLACE THE LOOP WIRE NEAR THE CENTER OF BeEVERY THE OTWOP WFEET IRE SWITH SHORT HALL BE LSTRIPS LACE THE CORNER TO ALLOW THE SEALANT TO THE CORNER TO ALLOW THE SEALANT TO OF RUBBER OR NEOPRENE FLEXIBLE TUBING NOTE: FLOW ON BOTH SIDES OF WIRE FLOW ON BOTH SIDES OF WIRE HOLD DOWN OR POLYETHYLENE FOAM SEALANT BACKER 2" LOOP HOLD. DOWN SEE NOTE 8 THE AREA REMOVED WIRE SEE NOTE 8 SHALL BE THE SAME APPROXIMATELY ONE INCH IN LENGTH . DEPTH AS THE LOOP CHIPPED OUT CORNER CORE CORNER THESE STRIPS SHALL BE LEFT IN PLACE OR LEAD—INWIRE AND = AND THE SLOT FILLED WITH LOOP SEALER . SHALL BE' BACKFILLED ` . WITH LOOP WIRE DETAIL B - CORNER DETAILS 9. SAWCUT SHALL BE OF SUFFICIENT DEPTH TO SEALANT PROVIDE FOR A MINIMUM OF I" DEPTH OF SEALER OVER THE WIRE DETAIL C TURNS OF NUMBER TYPE OF LENGTH WIDTH WIRE 10 . THE LOOP WIRE SHALL BE PLACED IN A FLEXIBLE PAVEMENT JOINT DETAILS DET. LANES VINYL OR POLYETHYLENE TUBING OF . 184 INCH PULSE 1 6 FT.— 12 FT . 6 FT . 4 MINIMUM 1 . D . , . 031 INCH MINIMUM WALL THICKNESS PULSE 2 13 FT.-26 FT . 6 FT . 3 AND . 26 INCH MAXIMUM 0 . D . , HAVING A SMOOTH BORE . PULSE 3 27 FT .- 39 FT. 6 FT . 2 THE TUBING SHALL NOT ADHERE TO THE LOOP WIRE PULSE 4 40 FT .-46 FT 6 FT . I IN ANY WAY AND SHALL BE CAPABLE OF RESISTING DETERIORATION FROM OILS , SOLVENTS , AND TEMPERATURES LOOP DETECTOR DETAILS PRES- 1 40 FT . 6 FT . 2 UP TO 100 C . THE TUBING SHALL ALSO BE HIGHLY FNCE ABRASION RESISTANT AND REMAIN FLEXIBLE FROM SIGNAL DETAILS / STANDARDS - 30 TO 100 C . r NOT TO SCALE SHEET OF ( I , EACH LOOP DETECTOR LEAD — IN SHALL BE INSTALLED IN A Eau' „�i (2L) ML W. er SEPARATE SAWCUT . THE SAWCUTS FOR THE LOOP DETECTOR cIZc • LEAD — IN SHALL BE SEPARATED AT A MINIMUM OF 6 INCHES . 142 'Is,' _(( DISTRICT 12 STANDARD 2C2c i2. co9 MH p ETC Max. Permissible Luminain Arm ve to /Z %4 ' f J-BOB S Nut Alto saa ear'Anol4 OT Zinc die cost or SHIPPING PARTS LIST - V4' Pole Cap II IoN Alum. a Call. Metal Cop Pole FouMot'an Span Wire food See Shall 'LUM-A' with min. ol 3 Set +crew, POLES wi1MW Traffic not Arm) STRAIN POLE DESCRIPTION Tip, Type ( lb..) '/2' / Bar for 3/6' # Hook for tr ' • with in 'r hanging wire —� hanging win -1 Ship each poll with the following hardware SMD earn pals with 1M follewkno hardware 26 It A 30-B 4900 Sara Dew A attached ottoch.dI B 30-B 43 attach J-Boll t1 poMend I 3O 0 ate with turn. a.nl Type ha ple% , al d I +Pipe l Pluug,' 2 clomp-on D D MPlug bow and pole oop, o 1 with m •1 arm - B ts im pre 30 I. wBn 24 matt arm C 36 -A 4000 ALTERNATE fy` 3he with mast arm C 36 - fi - rI i alt with 2 most or C 36A s3o POLE CAP DETAIL SECTION B—B 'ft 0 i rites 6 mast or 6 -A 2900 /Nomi al Arm Z at C 8 3051min Poll SP 8.100 P -1 3 de wl 24 most o turn. - 41 I Larytn B a � e w I in SPL 340. 100 r a P 4 m 3B Nominal Arm en 1. A • It 30 ale rilh t m 8 turn 6—A 3400 A _ •n POLOES w;tn Traffic S' not Arm noka 30 la with 2 most rem a lam C 6-A c J -� Strain Poo• with Luminaira Shales Pde• withal 30 olr with 36 maxi arm B turn. C $6 -A I G I 3 0' 4 Bracket 30. rend N o LL _ 36 -A 5200 Tenon Ship each pole with IM following hydra, stip each path r11h this IO OWin9 Mrdrar• 34 ale Assembly Sp; re F E P y 'm Fdt attached • ottacMd, and 3 pips 4 le with turn. D 36 -A 4 — Load ¢` E a Type h rdhdt at Ms* , pals cap, clamp-on hondMle of bats path Wigs yt in ga m - implex , and 3 pipe Plug*. plugs. Pole Hound Polar Polygonal Pole a • Type D DT trek. # H D D Ihk.# H ( ) * E * 0escr tan ew n h n u MI {n. in. 11. in in. in. 11. - •o Ses Oelail e i - A in LL 6.9 4 0 6 _ -, Traffic Si1nol Arm- e C 30SPw1tSA SPL30C-100 n OSP Arm P ]0 • B 13.1 9.3 0.239 30 14. 0 9.0 0.29 30 = - Sae Shutt DMAi00' n 5.1 11. 3 .239 3 16.0 II 9 30 TRAFFIC SIGNAL ARMS for Pole• 15.5 1 9 3 1 II 34 s E T 1 Arm (1 i nett T� • II Arm (2 SI noh ) T • 7B Arm 3 i reels _ • CGB Connetor a 2 ' # TM•aded Coupling- - SPL r 16. 0 11.0 0 Y5 34 NPSL Thnode Slip aaeh 7Ypa 1 Aem with lb. Shy eoeh Tres II Arm wkh do Ship .00h Type a Arm with the 6PL ++ Thickness• ,Mstn o o g Nominal folowina hardware at bch+d• following hardware Ilach.d' follovkp hardware anuclyd' 09 • Pole Ban O.p. a mu = Oo Arm 2 CGB Com• cnn , and I I G8Dro A+eembly ,on 3 Z COBBr@ C - Aaesmblind DT • Pole Top o. D. thicker material mayrbamaxad.�• _ TABLE OF DIMENSIONS 'A — y W.oth.r Hood DETAIL A E - Length clamp with bona and COB co x ton, ousel 4 GGB Donnamor+ , an H •Pole Height Arm Length 24 28 32 I t (suppllad by — a washes, clamp with boils and I clomp rllh belle and SPL Or - SPECIAL -DESIGN FOR SPENCER HWY. a BURKE Z u S o MD-2 *there ) -• Le washan. wa+h•n. SPL a6 - SPECIAL DESIGN FOR SPENCER HWY. is RED BLUFF 'o Arm Typo 11 10 11 I I par Pole A, B 50 hie 11. Dexi Mica unfit De•i nation onl it (SEESHMXXX TS- FO ( MO01 FOR FOUNDATION 36-A SPL.) c ` Arm T III t O 1 Spar Pol• C 41 " •1 Numbers on cheaa indicate the number of signal heads on the span. The to loll - F = 29 24 -100 24 -span win d.sign kind Is booed on one 5-section head and ona or more additional z , 1-- See DeloilG - rj -' 3-S,elionat head(s). sign wind pressures on cable • era assumed as 1.6 Ib/11. 06 t MD-I - 2 28 - - Weight o1 upon win cables (one per signal hood) is ossumad as 0.65 lb/ft which E 32 36 includes an allowance for canduelar cables and miscellaneous hardware. The effect Foundation' SECTION ON A-A SitW 36 of The Sway cable on load dlatribulion is ignored as it is assumed to break at design u,f LUMINAIRE ARMS ,panx See Sneer 2' A Thread. Nominal Arm Len Ih uoMif wind condition,, . When o Dale supports 2 Spam, the span wire design loads for both 'TS-FO' / Coupling ' I = 8 Arm should be added vnorially 'a d< '• rmin, flu design load for that pole. V ' all Potts MO-4 ANCHOR BOLT ASSEMBLIES ( I er le) STRUCTURE ASSEMBLY R Poll Wall Eoch Andwr ticR AwaMly carwisl• w IM toll wing ' 1/4 x7/I6 Anchor Anchor Tap and Bottom Nmphna, 4 oachar beNx, l rev H , t f el Hand Mla From* Bolt Boll share , 4 lock woahan, 2nd 4 t6et .redraw "vices (TyM CGB Connector 21 par Standard Drawing TS-FD 5000 Span (See Load Spore Chart, for mavimuml - Diameter Length (Templates may b4 removed M / 41' 6 / S 4 3 = 5/Is SON. Stool span sY 85% min. ID Pipe Plug 45' uanNt eeJpmenl .l Win Cable• weather Head 1 /4 3 - 10 / / S / 3 (supplied by 4000 2 2• # Thread. 2 • 4•_ • DETAIL_ D men ) • sap uon A 'intl.. amusib +a _cols see anent DUA-lop 4 3 •z Couplings •- MATERIALS No. of m PO4 C only Round Shards or ASTM A595 GR A or ASTM AOGOfl S . / / 5igoal a 4I �I Z 3 DETAIL-LIL B Polygonal SMllt ASTM MOT OR50ocA5TM A512 GR50 •r A3iM50 / / b E e Signal Head y; /16 ' GaIv. Steel See Detail D fa oold 8 3000 / / • N -�, tl 1 Sway Cable Hoodhold Cover- 1219 min. PICK• I ASTM A36 a Ayr GR50 a A595 GR A er A3{ N50 ' feel Cable A M A47 ri t li I ra / g % G - OS .�_— strain Pole 5h• a boll or Serer - 0 -• . 4' x - 10' Handhd,3 It ( 1 ) Either of lb. violations listed for p ores . may be used when IM drawings do 2000 - T0' - Pavement Fkndtgta Frome- L 5/a x2 min. real spa<ily o Par Neular ASTM desglwllon. a GENERAL NOTES' STRAIN POLE ELEV. ! — Daelgn, conform fo 1975 AASHTO Standing Specification fa structural 5wports your Highway —HORIZONTAL SIGNALS A10-3 (d 5/le Signer Lumnalne, and Traffic Signs dnd Interim sp•eific^tlont, Design Wind Speed aganb 54e Dole /pv fa F DO mph plus o I.3 guit focta. TM maximum permissible span wire design leap labvlat•d Sr. 1000 p 0 • Max. • 130' e' or 12 I•M10 ' Po14 D Min Sa •9'-0' • .E calculated at a stress lo@d of 1.4 Times tbs beeie allowobla urns. A SimuNeneoas wind Max. S on • 90' 8' or 12' Ions Pole B Ml n. $ • 6'-00 MD-3 W 1/4 ( on me III most arm, and luminaire h also Included, Span (/I.) ` V4• o t = in accordance with the Specifications oM with 1M detail., d)meneioM end Wit. Cable Charts do staff procedure, herein. Weld reference. call for pnappraved wild procedures which the Fobrkelor not apply usual obtain prior to fabrlcallon. Materials , fabrication Id,ronc•s, and ,hipping proeticte .boll win! • IM requirements of this Sh„t and the Specification, s �( pl /tlg'�I}p.� s" sheal 'MA-D" for a N YY + .3/,i Galy. Stool Ba,e Plvls - Sn Stanford Sheol 'DMA-100' to details of clamP'on traffic signal arm 4n 5000 / / Sway Cable traffic signal arm derails , +h,N 'LUM-A' for luminairs arm and eo n•elion delolle , end sAeel • / / / 4 .r g 1 Vertical Signal H•ad•- e totalpe 'Ts-FD' for anchor boll and foundation Nlalls, cc 6 Sn Dalail E • Ilnlest otherwise noted, all parts able be galvanized in o ordance with IM Sp,cHicatien•, ooee B • --- Strain Pole DETAIL C 0 4000 2 • m - - - r= Posn+anl — — Special designs require submission of Shop drawings in accordents with the IS,,. / / / ^ °i 'Stool Structanl•, 8 6 / 5 4 3 2 SPENCER HWY, W/ BURKE d RED BLUFF STRAIN POLE ELEV. i° 6Y 5 4 3 2 —VERTICAL SIGNALS STATE DEPARTMENT OF HIGHWAYS • 0 3000• / Na, of (Mail arms art not used with Pert. Signal,) Be44le € AND PUBLIC TRA08SPORTATIOti • • / / H• pEa +% Sway Cables are to bar o / , Signal Head Type WI. par Wad Wind Area Q snugly tightened alter all 5/19 pole 5/16 0 STANDARD ASSEMBLY o 2000 / 5atclion , 12' Nas 12510x. 9. 6 iq. It. signal heads are adjusted f/4 03 alt 1/ m 5•sclion , 6' him 70 Iba. '4. 8 to height with the $Pon 6 DRAWINGS FOR TRAFFIC wires. 3-seclan , l2lan+ 711th. 5.64 +q. tt. SIGNAL SUPPORT STRUCTURES 3-nation , B' ant Al IDS. 3.0 eq. n. Watt L SPENCER HWY. B BURKE 10000 0 0 0 GEftuaive profaned assign wind area eeq)'••oF• ';a — mPLATE _ PLAN_ _ _ ST ( 100 MPH WIND N actual area times drag coefficient ) 0 =' ( na AMMr Boll SPECI�, DESIGN aee t ZO MEBL Part BASE . RAIN POLE ASSEMBLIES span (IL ) ------------- Sag • 4-6' (26 ' or 30 peltl airrx'.�u • 219 o b Fo ion Bolt Hale Circle Dimensions ( MOD) Sag e'- D'l30' or 34 pole ) ryiu e' v, / w — Tyw Diameter Diameter Olomaf er L x T i- SIGNALS WITH B- INCH LENS ��, ` J ... x : Jan 1965 'a^ . Sap • 11'-G' (34 polel + 16T Bites Plats + 36 -A- SPL 21/2" 23/4' 21 21 " x 2" .11 :-LEH ee•r •i°' wT r ♦? T•w(</n ) X iii •'�'' q DETAIL E 30-B • t3'4 ' 2' 19 ' 19 ' zl�; • 36 -A 2' 2Vi 21 ' 21 ' x 2 ' n.:VRP / Z ^ /; NOTES : FOUNDATION SUMMARY TABLE (3) • FOUNDATION DESIGN TABLE Ay G. DRILLED SHAFT LENGTH let H) Anchor bolt design develop+ 1h• lourdatl°" capacity pivn LOCATION / IDENTIFICATION IDENTIFICATION N FDN NO. FEET REINFORCING 141,(s ANCHOR BOLT DESIGN Cl ) FOUNDATION under Foundation Design Leads. ° liters/N 1. 0.) 24-A___ 30-A 30'B 36-A DRILLS DRILLED SHAFT LENGTH — sett tot ANCHOR CIRCLE DESIGN LOA TYPICAL APPLICATION p) Foundation Design Loads ore M• allowable m m•nle and row. STEEL Fy CIRCL ANCHOR MOMS SHEAR SHAFT TEXAS CONE PENTROMETER , N bless/ft BOLT (bl) TYPE Foundations ti the bays of she afrucratel TYPE VERT SPIRAL40 p;A Alp, ____ Kips (3) Foundation, may be Ih1ea saverol•ly or grouped according OIA. BARS B PITCH 10 15 • 36 12 /4" I ID I P•de+lol Dole, pedestal mounted co^Ifog•r• to similarity of locution and type. Ovantllies are far the 24'A 24' 4—f5 42 at 5.7 5. 3 4.5 . /4 Mall arm a,a•mbty flee SHection Table) CofltField etor's information only. (4) Field Penlromarer reading al a depth of approximately 0.0 I /2 35 17 ' 2 87 3 3 l0 5 feel may be used to adjust shoo lengths. 30•A 30' a- f7 43 d9 H . 3 10.3 run ass p Most a •mbiy. flee Selec Hon Tam ) (5) If rock is encountered , the Drilled Shall shall attend 9.0 I �'4 55 19 ' 2 131 5 30 strain pole with or without luminoir•. 'm m at Iwo tliameters into solid roc!. 30'B 30 8-49 M3 d19' I3.2 H .9 Most arm assembly. (se• Selection TireM1l o mint u 2 ' 55 21' 2 190 7 Strain pole toiler than 30' B ,train pole with masts (6 ) Decimal lenptns in Ocsign Table art to allow initr olation for 36•A 36 12-19 13 °19 15. 2 13.6 10. 9 other pentromeler valves. Round to nearest fool for entry 3fi- A 36" 12- 119 # set 9" 19. 0 _ 21/2" 55 21 2 290 9 into Summary Table, 9PL Ty D• permis Bible template sDlic• \ - SPECIAL DESIGN FOR SPENCER HWY. 6 BURKE 6D% mm. penetration Conduit I3 1/q' Q. Sleet Template with g\7 '"'^• -` hales I/Ifi greater Than ` bolt diameter 2 I/4" Circular Steel T•mplale Traffic signal Pole Heavy Hex NW lat W Ground Rod--'\ - Spiral 1 Lac Washers a \\l + R2 rlcol Bore a I Lock Washer per ANCHOR BOLT a TEMPLATE 512E5 6 Anchor Bolt Bolt • Boll Top Bott Ball. . r R R 2 Diometc Length Thread Thread Circle er 21/2 St ?' 10" 3" 21 " 121/2" B V2" S/4 •' 1'-6' 3' — 123/a TI/8" Ss/0' ' Boll Circle Did. r TYP• 2 11/2 3'- 4' 6 ' 2 IT" 10' 7 ' al moil 'late is • Use astable N value = • C Type 1 1S/4 • 3'-10' 7' 21/4 ' 19 ' 1140 T3/4 ' Rlyai 3 or re egmenM1, the lop third al the embedded 9 Ckcular Stott Template 2 ' 4'- 3" e ' 21/2 ' 21 ' 121/2 BI/2 ' weldedTOP VIEW TOTAL DRILLED SHAFT LENGTHS shalt. gnore the top I' of m Rod (omit bottom Iempuals far - Soil. t • FDN 24-A) eta 2 I/ 4" 9'- 9" 9" 23/4" 21" 121/2 812" R Minimum dimensiont given, knar bolt+ GENERAL NOTES , 2 Sides (TYP.) are acceptable. • av SPECIAL OESgN FOR SPQICER H . 0 BURKE. Billion conforms la 1975 AASHTO Standard 5pe<II{catlona for ..• SPECIAL DESIGN FOR SPENCER HWY. a RED BLUFF, StrvctWal Supworis for Highway Signs, ' LumIu01re• end Traffic Signals 11/2' Min. and inrerlm revision• 1Mreto- V4' 10I/2 of bolt Reinforcing •feel shall conform to Hem 440. HOOKED ANCHOR (TYPE U NUT ANCHOR (TYPE 2) shout ,hale proi•cl -{ - _ ; °hove c crele .-- Circular Steel T,mDlale Carters •hall c Clan A or C. ANCHOR BOLT ASSEMBLY - - (T„ppprary) o 'W Tbd.aat far ocbthnoand 'a" all, t t r Al 0r cut ihrwhi w " — shall•d vat Tonal coot.. d sera • stead for Ash shall boll. tt 2 h shall have S pitch ihr•od • . !10011 • and IWM1 •hell hen G••e 2A FOUNDATION SELECTION TABLE FOR STANDARD MAST ARM ASSEMBLIES and ze Ii? lot«on<n. Goirania.d late .hunt M i.rr•d offer polvanIsing. FDN 30-A FDN 30-8 FUN 36-A Anchor bolt% that are I' in diomel• or less staff conform to ASTM MAXIMUM SINGLE ARM LENGTH 36' 48 ' — A36, Anchor bolts larger than 1' In diameter shall ce"Nrm is ^twist 80 24' x24 ' $pecification A36M55 or ASTM AI93B7 or A68T, Galesville sr cwt MPH MAXIMUM DOUBLE ARM 2B' x ze' INSTALLATION PROCEDURE , d -� $p• zinc-rich point a minimum o1 th93 7 upper A Mct•t Nall •n dror DESIGN LENGTH COMBINATIONS 32' x 28 32' x 32' Threads of anchor boll+ +hall be coaled with D,Oa joint compound bolts unless o,Mrwies noted. Null for anchor DoUt shall wnlorw to WIND 36' x 36' prior to inslallarion of, upper nuts when a ecling pole. After pol• t ASTM A563 6r A or Miter heavy list. El.poeed nuM1 Moll M gabonleed 40' x 36' plumbed and in permanent alignment , the exposed thread• of painted SPEED qq' x 28' 49' z 36 bolls shall be cleaned and 0 additional coating of zinc-tick Paint coded with zinc- rich paint . Washers •hall M falronii•d , Tem Dlalles 2q ' 36 4q' applied ltssto ee of the boll fhrsod - nut joint. Conduit (S•• Anchor Bolt and csmbeded nut@ wed not b. g0lvanized. • MAXIMUM SIHOLE ARM LENGTH 24' 1 24' Layout Sheol+ for 100 2828' diameter. Orient as Circular Steel T,mplal• MPH MAXIMUM DOUBLE ARM directed by the ` DESIGN LENGTH COMBINATIONS 32' _ 24' fl' S32 32 Engineer, I of 2 Class A or C Concrete 36' z 36' re9uired . ) B WIND -- 40' x 36 E SPEED 44' 136' sY r x 8'-O' copper clod staff EXAMPLES, ground rod a of Spiral, 3 Im lan turns top 1. For BOmph design wind ,peed , directed by the a I flat turn b011om. foundation 3o-A n support Up is (See Design Table I SPENCER HWY. W/ BURKE & RED BLUFF 32' arm with a th•r ° up o 28'. taAxti rq, C• size a pitch. ) z. For Oomph design wind peed • 4 STATE DEPARTAiEWT OF HF&H�AYS foundation 30-B ca support single 36' mast arm, Luminous Derfkal Burs ($eat• AC'iD P�LlC TRARSPDRTAT1O Deign ber. for fi Laminalre Span Wire,arm laplianai) a namMc TRAFFIC SIGNAL arm loDliOnopl _ ye„Iasi bar, may r.•t an _ POLE FOUNDATIONS Sway bottom of drilled hole if o Cable Anchor Botts lori, mat.lest is firm a ou1A appthat Iwo b a i offed to lao to when c refz c s0 that two bolls ° is placed : c T in Itnsion from the Drilled Shall Dia. +1 Span Win• lands, •r ,.-, . . „ 7 p ELEVATION uumwuaoon u TS -FD (Moa ) _ FOUNDATION DETAILS • P •F" W Q, F^, y "~ ""`e • I 6 CEP f/w HK t/ 4�x a .. l JSY Ot Pt TYPICALASSEMBLY S ARM TYPICAL STRAIN POLE o- -i x " flu ASSEMBLY E7L MATERIALS : l Pale or Arm Simplex ASTM A GR 65-3 or A148 GR 80 ASTM or _ q, _ 2, A576 GR1021 Ia) or A36 (Arm only) _ "t ,� q= s 2^ Arm Pi os ASTM A53 GR A or B of A501 or A595 12) Min stml9ht Arm Plates 3 ASTM A36 or A572 GR50(1 ar A595 GR A e 1609th Misc . ASTM - designations as noted Min straight 6„ length 2„ Max. 2" Max. i)! sr i' z 2" Min. Removable plastic or R- s/fe xe Mina Removable plastic galvanized metal cap or galvanized metal cc 2" SCH 40 Pipe 2'_3" t 'h' Mi o (1 ) A 36M50 steel may be used in lieu of A572 GR50 2 SCH 40 Pipe 2' 0"s1z" MInP 23/e O.D 3'-Osoh° Maz9 (2) If A595 GR A material is used , arm need not be cold worked to A595 27/0a O.D. 2'-6"s'/z' Moxo requirements , but material must have 40 ksi minimum yield Drier to w � 4'Isx 2" Min. '. fabrication. LA- I " s 3/16 (31 Either of the materials listed for plates may be used where the drawings m ` - Min. 3/,s LA9 1 - - do not specify o Particular ASTM designation. = w m 6 m e in la ) 4576 must be suitable for forging and also meet minimum tensile of- 65 ksi , minimum yield of 35 ksi , and elongation in 2lnches of „r N Wz" SCH 40 Pipe 22 percent. I1/Z SCH 40 Pipe IVe" O.D. I . LA1 ° NOTE'Dimensional limits are given to show LA-P 1/a acceptable variation in design. All of 1/a a Fabricator's production of a particular GENERAL NOTES ' arm length shall hove the same Design conforms to 1975 AASHTO Standard SDeci( and On5 for IO - FOOT LUMINAIRE ARM dimensions within specified tolerances. Structural Supports for 5 AASHSigns , Lumi^alres , and Traffic 8 - FOOT LUMINAIRE ARM signals and interim tvfacto therms. Desore Wind Speed al \ 90 mph plus a 1.3 gust factor. Arms are designed to support a 75 lb. luminaire having an effective projected area (actual area times dreg coefficient ) of 1.5' sq. it. Materials and fabrication shall be In accordance with the Specifications and with the details , dimensions, and weld procedures shown herein. Weld references toll for dimensions, roved weld procedures 4- Uz" 0 -c each ,Boils which the Fabricator must obtain prior to fabrication. In the obsense C. '/z' t 307 Bolts 20 5" e-c side of specified fabrication tolerances, dimensions shall I wtice, the 2 se 4" c-c each side 4 bolts a 4 lock tolerances generally obtainable •In normal fabrication p w14ce. 4 bolts B 4 lock `per washers per clamp Unless otherwise noted, all ports shall be galvanized after washers per lockclom I fabrication in accordance with the Spacificalions. 1/Z"d z VZ d x wl/Z ' Special designs require submission of shop drawings in accordance 1" s ya" ° s/a• etp• ;;I A325 Bolt A325 Bolt roc!^.sC,7\. with the Item "Steel Structures � — e _ _. . Caper fitting) "'tom ; Each Pole simplex filling shall be supplied with 2 A325 bolts Q I (2 per titling) __ and 2 lock washers of the size specified. The bolts and lock oe Field cut . 3/ I washers shall be secured to the pole with the other hardware — li hole in r I items called for in the plans. When clamp attachment is specified , A Pole ( i _ JLliI Hates- I - the Fabricator shall ship the clamp assembly securely attached Clomp 12 3g z7° I Its!, . ' i t� I `1 - j i3NC Tapped to the pole at the location shown on the plans. Clomp fh. 1/a' z6° I 'r' Lock Washer If clomp assemblies are ordered without poles, the Fabricator A36 I I Lock Washer j 1 Threads �/ L j ) shall ship one upper and one lower clamp assembly together A572 GR50 �I I 1 (2 per fitting ) I I (2 per fitting) 1" - IVz' " LA-2 - ' 1 Appro . i in a single package , including all nuts and washers required for LA-2 1 Arm Simplex Smooth 1 the clamps and simplex fillings. 1/n 1 Arm Simplex A CLAMP ATTACHMENT LIP I CLAMP ATTACHMENT Pole Simplex ' Pole Simplex q I { a DETAIL N0. I DETAIL N0. 2 ( HALF SECTION ) ( HALF SECTION ) Clamp - UPPER SIMPLEX FITTING UPPER - SIMPLEX FITTING q., LA- 3 is/e" d A307 Balls 5" A ro ' LA-3 1/a Me 6° 2 B g3/Is c-c each side z s/e' 9 A325 Bolls 4 bolts B 4 lock I/ "d x v/ 4z' mx 1 '/2 - POLE SIMPLEX DETAILS C- washers per clamp Z Z A325 Bait wbolls a 2 lock 4325 Bolt 5" A ox. washers per _ ( 2 per titling) (2 per fitting ) L�4,. I STATE DEPARTMENT OF HIGHWAYS I r AND PUBLIC TRANSPORTATION• III � �r ' Iry - 1 y Lock Washer _ _ I —�. o STANDARD ASSEMBLY � Lock Washer p _ q o% Clamp 1).35s"z6° I (2 per 11tting) . (2 Per fist 'ng) _ ® + 1 O ` DRAWINGS FOR LUMINAIRE 3/q" {rx l" 1' o, I , , , A715 GR SO Lip removed " - ; ` SUPPORT STRUCTURES .. SCH BO P)Pe V '`" r LA- 2 1/a �A . . Lip removed Arm Simplex Clamp ILL/ "z5" ) pole Slmpiex Arm Simplex In ARM DETAILS A572 GR50 . i - ' ' LA- 2 Pole Simplex IIz' ��' LA-2 1/4 Clamp B 3/e , ,..,, .,.... LU vaDIRECT ATTACHMENT ,/ „ 3/a' wide Drainage Hole 6„r ".. a"..,". ______ ne 1985 � .., " LOWER SIMPLEX FITTING LOWER. SIMPLEX FITTING - DETAIL ssJUner Z. Ca C L s CLAMP ATTACHMENT A CLAMP ATTACHMENT SECTION A-A SECTION B- B ARM SIMPLEX DETAILS "" JS `� �• _____ DETAIL N0. 3 DETAIL NO. 4 - E rz.•s xa 'Z o 4 r z9 ( HALF SECTION ) (HALF SECTION ) DW> I . PHOTOELECTRIC CONTROL SHALL BE DRY - TYPE HERMETICALLY SEALED CADMIUM SULFIDE CELL WITH EXPULSION ARRESTER AND ELECTRO-MECHANICAL RELAY . PHOTOELECTRIC CONTROL SHALL HAVE NORMALLY CLOSED CONTACTS AND A BUILT IN TIME DELAY TO PREVENT CATENARY WIRE RATSINGOOFR10 ON VA . THTURN -ONE UNIT SRANGEHALL H FE0. 5MTO15UM VOLT AMP ( VA ) FOOTCANDLES SPAN WIRE CLAMP CATENARY WIRE WILL BE FACTORY SET AT I PLUS OR MINUS 1 /2 FOOTCANDLE . TURN -OFF SHALL BE 2 FOOTCANDLES HIGHER THAN TURN-ON. 2 . POWER. SUPPLY AT CONTROLLER TERMINALS TO BE 120 VOLT , SINGLE --"- ) LENGTH OF PIPE z z PHASE, 60 CYCLE A. C . POWER SUPPLY FOR SAFETY LIGHTING AND/OR BASELIGHTS TO BE 120 VOLT , SINGLE PHASE . 60 CYCLE A . C . POWER VARIABLE MESSENGER WIRE _ TO BE SUPPLIED BY THE LOCAL UTILITY COMPANY . IGNAL 3 SIGNAFACES L HEADS CANNOT BE ALL SEEN E FROM PPED WITH THE TIME OF R INSTALLATI SON UNTIL SIGNAL CABLE PLACED IN OPERATION. ® ® Y O ® O G Be TO 12" DRIP ® ® G COIL — TWO 4 . ALL CONDUITS , POLES. AND CONTROLLER TO BE GROUNDED AND BONDED . ` , $• TURNS (MIN) TOGETHER USING SOFT BARE N0. 6 COPPER WIRE WITH DRILLED AND • ,,,� SIGNAL CABLE ' TAPPED LUG. Ø ' T O 12" DRIP SIGNAL HEAD COIL - TWO SIGNAL HEAD (I2 LENS)TURNS (MIN) (12" LENS) 5 , ALL GALVANIZED WIRE SHALL BE HIGH STRENGTH . •- - -• ' SIGNAL HEAD 6. THE CONTRACTOR SHALL FURNISH TWO ( 2 ) SIGNAL HEADS PER (12" LENS) 'LEFT ON ARROW ONLY" APPROACH. SIGN (12" X 36 ) AND z FLUORESCENT BASELIGHT >- 7 , AN ADDITIONAL LEFT TURN SIGNAL HEAD IS REQUIRED WHEN LEFT • TURN INDICATIONS ARE NECESSARY , 8 . A SEPARATE POWER SOURCE MAY BE , REQUIRED TO OPERATE THE - � TEMPORARY SIGNAL INSTALLATION. 9. LUMINAIRES MAY BE NECESSARY AT TEMPORARY SIGNAL INSTALLATIONS. IO LOAD ) CE CENTTERC0INNECT NEMAS3RLL METE TALAENCLL AMP OSUREMWITHLO 20 ONE240 VOLT S/N 40 AMP BREAKER FOR SIGNALS AND ONE - 20 AMP BREAKER FOR SAFETY 10' • LUMINAIRE _ . PAVEMENT LIGHTING AND/OR BASELIGHTS. THE ENCLOSURE SHALL BE CONSTRUCTED OF 14 GLACE STEEL WITH A MINIMUM OF SIX SINGLE FPHOT�OELE�CTRII�CNTROL10' MAST ARM POLE - CLAE SRWITHR ROVISI SHE ROPR LOCKS GE ALLD E ICTH SCSHAL OR .(SEE NO . )) 2"SCE 40 PIPE CLAMPS WITH PROVISIONS FOR PADLOCKING. ALL DEVICES SHALL BE UL LISTED. 2 2•-3" MIN . 3, THIMBLEYE BOLT I STEEL UPSWING MAST ARM FOR WOOD POLE MOUNTING TO BE MADE • STEEL MAST ARIA ASTIR A53 I .AUTOMATIC COMPRESSION OF 2 ' PIPE AND SLIPFITTER MOUNTING OF THE LUMINAIRE. GRAGE. A OR B OR A501 TYPE CLAMP in RS/6 X 2" MIN. (Feed Through Deadend) .. HEAVY DUTY w GUY CLAMP a EYENUT FOR GUY ATTACHMENT '�.,��y CATENARY WIRE (GALV.`'/6 ') 3/ " GALV, MESSENGER - ~ -- No. 6 STRANDED COPPER STRAND o GROUND WIRE (BARE) CLAMP 'n o CRIMP TYPE ELECTRICALtn1 TTG CONNECTOR 120• /240 VOLT SERVICEoI MESSENGER WIRE (GALV. 6 N0.6 ARMORED CABLE THIMBLEYE BOLT WITH DRILLED AND TAPPED LUG METAL STRAP _ _ AS REQUIRED - - - ' NUT & CURVED 3 - = 6XHHW STUBBING WASHER ' • - I ' CONDUIT] -40' WOOD POLE SERVICE HEAD - "MAXI),AUM METER • CONDUIT AS REQUIRED - SERVICE DISCONNECT SIGNAL DETAILS / STANDARDS '` COILED SIGNAL CABLE GROUND WIRE BARE ,� TYPICAL (Stapled to pole) � 30' MINIMUM LENGTH OR AS DIRECTED CONSTRUCTION DETAILS FOR GALV. GUY _ BY THE ENGINEER) TEMPORARY TRAFFIC S SIGNALS ,.) WIRE GUARD FIXED-TIME CONTROLLER _ CONDUIT STRAP -- f RIGID CONDUIT SHEET OF 6 cH� 9z (CE, L Sin � )M 5/a" X 6' COPPER GROUND ROD i1-`(+ 1 ,,,,. x`; ;a I `°^+ TEXAS 12 I HAA915 • DISTRICT 12 STANDARD 9QØ It aoI M'H ZGAIlE2601OO3W00000NST. STD ORNAMENTAL CAP POLE BRACKET 4 1/2" Or D. GALVANIZED 12 " PEDESTRIAN STEEL POLE ORNAMENTAL 12 " PEDESTRIAN SIGNAL HEAD SPLIT BASE SIGNAL HEAD ( DON ' T WALK /WALK ) N ( DON ' T WALK / WALK ) z O 1 - 1/2" DIAMETER MIN.. W/RUBBER BUSHING ■ 0 19 3 / 4 " U I 1 I/ 4 " - 20 BRASS I GROUND SCREW w 2 ' MIN . DUXSEAL 10 ' MAX . POLE BRACKET +I �I GROUNDING w tt6 BARE BUSHING 9 " X 12 " " PUSH BUTTON > COPPER FOR WALK SIGNAL " SIGN O O ~ GROUND CLAMP ( ( CONDUIT PUSH BUTTON " RADIUS w IGROUND N 1/4 " - 20X1 / 2 " BRASS ROD 0 41/2 " O. D. GALV . STEEL POLE 2 SCREW TO BE FURNISHED HF BY FABRICATOR iv I " RADIUS ORNAMENTAL SPLIT BASE NON-REINFORCED _ " --J-7 to - CONCRETE FOOTING 24" DIA. GROUND f FOUNDATION DETAILS• NOTES IV THE 4 - 1 / 2 ' O . D . GALVANIZEDREVISION , S OUNCES TEEL POLE PERSQUAREFOOT OFCOATED SHALL HOT - DIPPED GALVANIZED IN ACCORDANCE WITH A . S . T . M . STANDARD A - 123 - 61T , OR LATEST 2 . THE GALVANIZED STEEL POLE SHALL BE 4 " SCH . 40 ( 4 1/2 " O . D . > STANDARD PIPE A . S . T . M . A53 GR . AI/4 , GR . B . OR EQUAL . SIGNAL DETAILS / STANDARDS 3 . _ORNAMENTAL SPLIT BASE TO BE MADE OF CAST ALUMINUM S5A MATERIAL AS DESCRIBED IN THE 1958 BOOK OF A . S . T . M . STANDARDS , CONSTRUCTION DETAILS FOR PART 2 , PAGE 1096 , WITH A 5 / 16 " MINIMUM WALL THICKNESS . EACH UNIT IS TO CONSIST OF TWO IDENTICAL AND INTERCHANGABLE PEDESTRIAN MOUNTED SIGNAL _ - HALVES . 4 : AN ALTERNATE ORNAMENTAL BASE MAY BE CONSTRUCTED OF CHOPPED GLASS OR FIBER GLASS TO HAVE A MINIMUM THICKNESS OF I / 8 " SHEET of AND A MINIMUM OF I5 MIL GEL COAT ( COOK # 945 - 4 - 505 ) , COLOR TO BE ALUMINUM . THE POLYESTER RESIN TO BE COOK X939 X 300 , WTEXASA ( ADD WAX AS REQUIRED ) , AN APPROVED INJECTION MOLDED PLASTIC , OR EQUAL .5 . ORNAMENTAL CAP SO BE ' CONSTRUCTED OF " FIBER GLASS AS PER SPECIFICATION FOR ORNAMENTAL BASE . DISTRICT Iz STANDARD . OSt . ' [260,OiPEDSTR IAN. ST0 ( 'k O. . i SIGN POST 1 • SCN. 40 PIPE ) 1 I ) ' 1 5 • HEX NUT, A-325 1 I N. D. GALV. • y I I I 3 • WASHERS, A-325 tWYY`'1' H. D. GALV. __ NOTE BOLT KEEPER PI ATE TRIANGULAR SLIP BASE TOP PLATE �I/2 • I'/w• DIA. I . SEE ' SMD ( ) - 3 ) • DETAIL FOR NOTES CONCERNING TRIANGULAR SLIP BASE . A � � I LIFTING RAMP �' / I • WASHER, A - 325 H. D. GALV. SHIM DETAIL X 2 3Y HEX H0. BOLT, FURNISH 2 -0. 012 ' : THICK AND 2 -0. 0321 A- 325, H. D. GALV. THICK SHIMS PER POST . SHI ).MS SHALL uln (3 REQUIRED WITH 3 WASHERS EACH) BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM B- 36. STUB POST SIGN POST & STUB POST ELEVATION TYP. -SEAL' WELD /.s AT ENDS - GROUND SMOOTH 30 30 Z 30• 30' 5 i/ ' DIA. HOLE • STUB POST .G '60' 60 P9 I PROVIDE I/i ' WA.. J (3 Iv,e DIA. HOLES (MAX) HOLE IN • i I1 . THE BOTTOM PLATE II TYP L WITHIN THE /ss � _ INSIDE RADIUS OF i � THE STUB POST R 30• } + fOR CAL V. DRAINAGE. PLUG WELD .__ [ I � 3 ½ , 3. 1/4 , 31/4 ' 3 �/4 ' tF . o I�/s' to °/s' SHEET. n NOT TO SCAL E w. SIGNAL DETAILS IANGULAR 6/ STANDARDS ; : � H iso uADZ SECTION A A BOLT KEEPER PLATE DETAIL DETAILS F TROR , tl a BOLT KEEPER PLATE SHALL BE SLIP BASE TEXAS �t12 30 GA. GALVANIZED SHEET STEEL DISTRICT 12 STANDARD goi. o Iz oO9 MH OSAhC260IoO)SLI2_-__-.DGm SPECIAL FLASHING YELLOW SIGNAL HEAD II4 I / O " O . D . GALVANIZED w /I2" LENS STEEL POLE ORNAMENTAL SPLIT BASE 12" MINIMUM TO ORNAMENTAL CAP 24 " MAXIMUM L7L aD - - __ ( SCHOOL SPEED - I - I / 2 " DIAMETER MIN . LIMIT W / RUBBER BUSHING TRIANGULAR SLIP BASE 19 - 3 / 4 " POLE " BRACKETS " n O ° ( SEE DETAILS FOR TRIANGULAR rn M 6 ' - O"- - - - - - - - - - - - ( - L/ SLIP BASE) _� UNFUSED c� 1 / 4 " 20 BRASS o CONNECTION MINIMUM WHEN GROUND SCREW FLASHING "SCHOOL ZONE" SIGN iv DUXSEAL ( WORD TYPE ) _- n +I 24 " rn �i GROUNDING # 6 BARE BUSHING COPPER CONDUIT SPECIAL FLASHING YELLOW SIGNAL HEAD GROUND CLAMP w /12" LENS I Q0 a GROUND 4 1 / 2" O.D . GALVANIZED STEEL I ROD POLE (BREAKAWAY TYPE) — - I \ - - 1 �( NON - REINFORCED `l CONCRETE FOOTING 1 24 DIA . _ ► nA PAVEMENT !�� FOUNDATION DETAILS SIDE VIEW FRONT VIEW NOTES : L THE 4 - I / 2 " O .D . GALVANIZED STEEL POLE SHALL BE HOT - DIPPED GALVANIZED IN ACCORDANCE WITH A . S . T . M . STANDARD A - 123 - 61T ,• OR LATEST REVISION , WITH 2 . 3 OUNCES PER SQUARE FOOT OF COATED AREA . SIGNAL DETAILS / STANDARDS 2 . THE GALVANIZED STEEL POLE SHALL BE 4 " SCH . 40 ( 4 ¼" O . D . ) STANDARD PIPE A . S . T . M . A53 GR . Ai / 4 , GR : B , OR EQUAL . 3 . ORNAMENTAL SPLIT BASE TO BE MADE OF CAST ALUMINUM S5A MATERIAL AS DESCRIBED IN THE 1958 BOOK OF A . S . T . M . STANDARDS , CONSTRUCTION DETAILS PART 2 , PAGE 1096 , WITH A 5 / 16 " MINIMUM WALL THICKNESS . EACH UNIT - IS TO CONSIST OF . TWO IDENTICAL AND INTERCHANGABLE SPECIAL ADVANCED HALVES . WARNING SIGNAL• SHEET 4 OF 6 4 . AN ALTERNATE ORNAMENTAL IL GEBACOAMA( COOK 945 - 4 - 5Q5 ) , COLOR HO TO P BD ALUMINULASS UM . FTHERPOLYESTER RESIN TO MINIMUM BE COOK HI# 939 THICKNESS 300 , 1 / 8 s¢. , o.„ ,,, <„" AND A MINIMUM OF 6 � CH 9?� ( ADD WAX AS REQUIRED ) , AN APPROVED INJECTION MOLDED PLASTIC , OR EQUAL . TEXAS ,z HARais 5 . ORNAMENTAL CAP TO BE CONSTRUCTED OF FIBER GLASS AS PER SPECIFICATION FOR ORNAMENTAL BASES pISTRICT 12 STANDARD eozo -z m9 -H�_:._ 6 . - UN - FUSED CONNECTOR SHALL BE HOMAC , BUSSMAN HET , ELASTIMOLD STYLE 20 OR EQUAL . i - See De_. i . _ tail A for single mailbox ove Bolts • See Detail B for double mailbox Brackets Approved Adapter Plate to Ta e mailbox Bracket Attachment, in o bolts each bolt has ^ support Bolt 4 - 3/e ' dla. X Yi ' (For Types, see MB- 89 sheet 2 of 3) _..A a ) ock washer and nut Bolts Angle TWO SINGLE . MAILBOX INSTALLATIONS LU ;LL ' 2 ' Clear Distance f / For bolt Sizes see notes for between Instaliatlons Standard Mailbox Attachment Details DETAIL 8 DETAIL A DOUBLE MAILBOX MOUNT SINGLE MAILBOX MOUNT (Not permitted for No. 2 Mailboxes) SINGLE AND DOUBLE MAILBOX MOUNT a stove B Bois Direction at travel of vehicle Bracket 2' O. D. thin wall • support tube from Bolt " Formed tube support from Bolt 2- %e ' DIG. x 5' Drill T/t 'tube supportformed frame. ��Df bolt (2 required) Angle ' Flush V-wing each bolt has 2 (one each side) • socket waahera and nut I•I TWO OR MORE MULTIPLE III • MAILBOX INSTALLATIONS Angle leo - LI " Formed tube support frame __ 4 ' a/� ' D ) o. bolt b ' wlenr nstallotstcflco and flush V-wing w/ lock woaher between Installaltions. socket manufactured by SIDE axf rnrt ANGLE TO BRACKET ATTACHMENT d Foresight Industries FRONT or equivalent. FOR MULTIPLE MAILBOX MOUNT SECTION B - B MULTIPLE MAILBOX MOUNT . For bolt Sizes see notes for Standard Mailbox Attachments Details Spacer' Varleble. lengih Spacer' Variable length Brooke made from %z ' pipe For GeneralNotes See sheet 2 of 3. Bracket made free %z ' Pipe Mailbox Sea MB-89 eheet 3 of 3 for / Bracket Mailbox Adapter. Plate, Angle, and rBracket Hardware Details. Mailbox Bracket may be Instal l od with edges down. A Bracket to mailbox attachment' ° B - 3/ IS ' DIG. x variable length O Adapter Plate to stove bolt 2 washers and I nut Bro�ket attacMmnt, for each bolt 2- /a ' Dia. x O e ' bolt ' � Angie to br°eke% A++aDcome lt W�th each bolt has a lock STATE DEPARTMENT OF HIGHWAYS III Zack washer nut 7 m O washer and nut AND PUBLIC TRANSPORTATION I Angle to mcI Ibox support attachTant' o ° MAILBOX MOUNT I NS DETAILS 00 0 2- 3/e ' dlc, x 7/z ' bolt with lock washer and nut MB - 89 Sheet I of 3 SIZE NO . 2 MAILBOX ____ ,.,,,,, „„... . SIZE NO . 11/2 MAILBOX ,».., .. See notes for Size No. I Mailbox a rrxas 5't(ll] SIZE NO. I MAILBOX . See notes for Size No. I Malibnx - - py _ " H .. STANDARD MAIL TT BOX AACHMENT DETAILS NOTES FOR TYPE 2 2_ T__ __ SUPPORT/FOUNDATION Th Dlreotim Thin wall rr---��— Steel tube V� I . The Base socket Is foetl free 5. Steel Support Foundation unit shall be of Travel fapprox 2' -21/1 • dia. ) Mailbox Post 2-7/B • 0. 0. x 12 pougUOe OaIvanl2ed code from ne rrosion rew material Thad shalt be BASE SOCKET pipe. unit shall be galvanized In 2. Go. Anchor9 lvanized steelfmododtorASTM2 A I23.Ioflee with A-525. G-90 TM ordbettertlOfl . In ped0e A-5de. Only needed for net 30113 aupioitn, steel membdrs of the as determined by the Engineer. withtupport that are in dlreCtvani contact WI I III III II I a � 3. cThecI WoIze 1a farmed fran It Oa. with Desig atioet be 90i ands coded • jE II Aa525. lzed steel made to ASTM ASTM are mil , ofn and coated Flush with one mll ' of clear approved v-ping ANGL I rge coating. or palvanlzed In Saoket E Anchor Fla 4. The Mailbox Post to 2. 375 ' O: D. % aocordonce with ASTM Dealpnatlan• ANCHOR FLANGE 0. 095' thin wall steel tubing, A- 123.Ii .itiFRONT al l p9� Base Saoket I II I• Flush ANCLE Nole • V-pi olrect ) e MAILBOX POST WEDGE of Travel Al ) dimrnsions wail be varied to it approved by EnoiM.rba See General ' Note 6 , TYPE 2 SUPPORT/FOUNDATION GENERAL NOTES TYPE I esroPORT/FCIQATION TUBE WI V-LOC ANCHORAGE THIN WALL STEEL TUBE w/ANCHOR FLANGE ml set, nuts, ahardw, washer& and other mlcor nceoto ASTUhardware shall be galvanized in • THIN WALL STEEL accordance to ASTM Designot long A- I53. Close C or D. or 8-454, Close 40, 2. Foundation end post moat be driven plumb, Recanrended procedure Is to drive post or • foundation about 10- 12 Inches, stop and • chock for stralQhtneas, front to back, aide to aide. Make adlustmenta, continue to drive on additional 10-12 Inches, repeat check, make tlat� adjustments, ccmple+e Winged Channel Post • - f21bs/ft ) 3. The 2 Ibs, /ft. winded channel posts for the Type 4 support shall conform to the require Splice Connector ( is patented by Franklin materials 6Peolficattments of departmental Steel , ' Franklin, 'Pa. 16323 ) I I an D-97130,- Direction 4, Hardware for maunttna mailboxes to f---'— eupport/fOufldotlofl furnished by Forest ht • Mailbox of Travel industries or equivalent may be used wR n approved Post by the Engineer. i 'xX' 3 ' In loose material , or es ' • I shown elsewhere on plena, or 5. Where more than two nai ibexes or to be N # mounted at one locatlm a nu ItlPle mat ibex vl as approved by the En0lnaaor. mount shall be . ueed. Winged Channel #' • II POS T 6, The formed tube support frame for the II multiple mailbox mount and the Typa I II mlbox support system are paten .ease ai ted and CI 11 manufactured by Foresight Products Inc. Post �s ' DI CtR. X 3i�2 • It 7, Any support or foundation on these standards may be ock Washer Direction used for mauntin0 single or double mailboxes. w/ l Q Ond oak , of Travel except for the restriction shown in note No. 8 For Size No. 2 s. The Type 3 support foundation cannot be used with ntJt • a Mailbox No, 2 size mailbox unless a tested motntina hardware 111 III - Is approved by the Engineer. N m^RII I 6 �Cj)T, rn ill ill Direction li of Travel y Except for S IIce Connector `p size No. 2 See General Notes ° Mailbox No. 8 . DELINEATOR POST • 2 Lbe/Ft Direction STATE DEPARTMENT OF HIGHWAYS of Travel PUBLIC TRANSPORTATION • MAILBOX SUPPORT/ Winced Channel Post TYPE 4 SUPPORT/FOUNDATION FOUNDATION DETAILS TYPE 3 SUPPORT/FOUNDATION _FII_NFATOR POST MBY89R httu Sheet 2 of 3 DELINEATOR POST w/ SPLICE CONNECTOR I '44 llaTeas N _ z _zN 414 ,)E.` . ¢A 2a 2 9 fl 34 ___ 4• --- jrrE��- 4 - 1/ 2' _.-4jc-- 4• - jc 3' T V2 A _ _ . © � 1 • 7/ 16' O J 3 15 WOO IA HOLES SHALL HAVE A DIAMETER OF 7/ 16' (TYp• ) — 2• ADAPTER PLATE ANGLE Hardware for mounting ma i' Iboxes to support/foundation furnished by Foresight InduwhensoprovedrbyQ a the Engineers be used The bracket is to be co sntructed of 14 gage galvanized steel sheet. The angle is to be constructed of 14 gage galvanized steel sheet. The adapter plate Is to be constructed of 12 gage steel sheet. The angle and the adapter plate may be 7/ 16 3/ 6' � galvanized before or after fabrication In 7/ 16• accordance B• ' with ASTM A566. The angle must 11/32 be formed into the 90 degree bend without I demope to the galvanizing coating. The base R- 5/ 32' (�1 metal of the angle and the adapter 1 1 - 1/32' plate must have sufficient ductility to ba 1 _5y I bent flat upon itself without breaking• 34 f _ t 1ii R•3/ i6' l 3/ 4' Items with wet storage stains (white rust) will not be accepted. 1 - 1/ 4' 91 I R• 15/ i6' 01 0 L.� 1/ 2' 13/ 16' PLAN ELEVATION BRACKET ® STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION STANDARD MAILBOX HARDWARE MB- 89 sheet 3 of NNRCLII M 2O, q IL 19 . MItriOI d from night ( hl f < or s&NI•fl 10 bi ploDischarge In Stabilized Ditch (Nor L Baled Kay or Slide sec iod a ea« or Spil(.ar An Ee imen Sall Dilexl, Sloe Uzed fp, l n Fw Seet'an ' • A Aas dlm.n tat On, Roez , Ele. l or rep mt for e e ial used. IId�•II I ;l' Nen.e Poet, a Om sedlmenl TreD. * Aenet th p " Flt^<r Oom " n Spl n''�h,II,I• o:I r• o Suxee < N MI. • al . rv- Tot Of sloe 2" 11 06" PLAN -.— Temporary Slope Oral"- Number Of it Peps 1 Fill Slope ) I Drains Are Dependent Upon . DITCH emVOe (Y Berm Contrtxunng Arab _ — _ —_ - n T" •4 CHANNEL SECTION T Top or Fill Slope ••�� ,"I r , Earth Bioct V -0 •) f Length for Payment fps " filler Dom ixal Cul AA '1 Oa as shown rap Ito of 11 . m HNoI used. I Top of Fill Slop. At ONcx ELEVATION Embankment Is Constructed PLACEMENT FOR BALED HAY FILTER DAMS Q Filter Dom FILTER DAMS IPLAN N.adereli � PLAN I - - Earth Block— __ �_ Temporary Berm Approt. 36" ! Wide, 2T"! High Finished Geode low one Iallo age auathr ao pre subgroda F,xer Oam ITYDIcoN taclad ap U arosia to aulfolL NOTE: F TOP VIEW plme"sions LW ono 0 Shan Temporary slop. I Fill slop. - - - - SECTION A-A e. a. l in Ilia Plan. or - _"' TYPICAL CUT TREATMENT a. mreted ar.d by m. Engine'. wad.ml •» — SECTION A - A (For Fill slop<tl t_ M . /01 o Ohunn n ESumlmh .l r low title of ecn Lill `V ••Ny ` _.TEMPORARY SLOPE GRAIN SHALL BE USED AT THE TOP or FILL SLOPE ' ' �+'�`�-- w Y2:1 Sid. Slopes .sin wP AS EMBANKMENT 15 CONSTRUCTED TO PREVENT EXCESSIVE ERD5ION Filter De / Earth Embantmeni SECTION UNTIL SHOULDERS ARE CONSTRUCTED AND THE SLOPES ARE SEEDED <---^--- AND MULCHED. \Exiling Ground Lin, TEMPORARY SLOPE DRAIN SEDIMENT TRAP TYPICAL FILL TREATMENT Permanent Rock Emp<ntm•rt /Earth C Eatontown) Water Surface /� \ Existing Ground Lin. GENERAL NOTE DITCH INVERT AS EXCAVATION LOxER5 FETCH INTO EMBANKMENT FILL IN WATER All Dimensions And Locations Not Indicated, For items —•�wN(LL eRAol[NT Appearing On This Sheet Or On The Plans, Shall Be _ GRACE AREA TO FORM WATER 25 3n ^ INTERCEPTOR OUWD TOP EVENT SECTI� ON A-A Dlrecled By The Engineer DRAINAGE BY- PASS. ` T POF TEMPORARY A S0 • lOti p T DITCH MOVES AS EXCTOAVATION DEEPENS -- ___ _ • __ _ _ ___ _ _ _ _ _ A C DITCH 4-- _ ___ _ _ _ _ <--� DITCH _ ,--� s- 10 __ _ FLOW LINE `—�DIMENT TRAP PLAN -` - EDGE of SHOULDER TEMPORARY SEDIMENT TRAP EDGE OF ROADWAY PLAN SHOULDER I„ o'�' ( , f son PLAN HEIGHT 9 f BERM TO DE _I , _ 50 ABOVE TOP OF (LET DITCH __ _— dflATE (MEDIAN) - - �tr, 25� TEM °IMEHT TRAP TEMPORARY EARTH DAM xLEi SHOULDER o tG�`p6 -•- ELEVATION TEMPORARY MEDIAN SEDIMENT TRAP ' _ ,— PERFORATED RISER PIPE Z.A COMPACTED FILL Pr required size to curry Computed NOTE : Sediment Trap To Be Cleaned When It Is Approximately ac NOTE Inslali pipe and inlet o/ l0 prevent wDIeF overflow. - _ - _ -_ water flaw . ConsHUCI berm type dam will be mnta wa at e some 50 % Filled With Sediment Temporary Sediment Traps To Be OUTLET mPE II Ie thethatpipe let i Ialllemwhen the stave pipe ll be used e i in nfacor T'he Water ( Runoff ) Leovee cThe Right Of WayI Enters Ammediatel Water O E CONCRETERBASAAND I he t some the i a I10lparory slope drain discharge be Course, And At The End Of Cut Sections And Immediately SECTION A-A HOLD iPE DOWN N° pn<tion with the lots) m at5ow' soy sole aischarge °' w°"` until Preceding Ditch Inlets. Location Of Trop And Size (other Then "' P"" WATER " POLLUTION CONTROL MEASURES the permanent slope pipe n (ailed . ,D P As Shown ) To Be As Directed By The Engineer Who Shall Revise TEMPORARY DITCH BASIN s FGOCRAA Size If And As May Be Required . Also , To Be Spaced AlAt 500' - -PE• RMANENT SLOPE DRAIN Intervals Upstream From Sedimem Trap (Net. ' ' jtct lb NN5'zlrn Ro gin- Aa' $ba rL 90. TOP & FACE OF CURB TO RECEIVE 3" EXPANSION JOINT STEEL TROWEL FINISH TO COINCIDE WITH EXPANSION JOINT ti FACE OF CURB IN PAVEMENT. Pt '/4•R. ,__ P1/ PLASTIC DOWEL CAP Be USUAL 1 TO Fit DOWEL (9" MAX. ONSTRUCTION JOINT I 1 Q EXPANSION JT.•.� 2 DOWEL LENGTH MASS 5 it, MELDED WIRE 1 fL EXPANSION J7. 13� sEAuxc MAIL 1/z DOWEL LENCT ABRIC AT INLETS) 1pERµiSSi0LE1 LONGITUDINAL •5 AR �8� _ F EXPAN KIN JT. C EXPANSION Ji. LONGITUDINAL °5 BARS ' CURB DOWEL ' , . TIE TO CURB DOWEL. I________ _ TIE TO CURB DOWEL. 3° (SEE DETALI CURB DOWEL - 1 -� EaiMG uaTL �I ( .! • l5EE O_____ �1 2• MN. 11 n° V/ATI N •3' EOGE DISTANCE ALSO AN MIN '�' SECTION PLIES TO TRANSVERSE _ Cfl00VEO PLANE JOINT W LURE. D D D D _ _ ]• ]' Jgxi PLATE 2� 1�ItL F p P A5, L DOWEL CAP s TYPICAL 6" CURB DETASL °lo WIRES - JOINT PLATE B° TO FIL DOWEL ' CASING GENERAL NOTES — AT 6" CASING . . 0' I'-ID•IRN, g m L MULTIPLE PIECE TIE BARS SHALL BE REOU!PEO AT THE LONGITUDINAL CONSTRUCTION JOINTS.THE MULTIPLE C SECTION A-A SECTION A' A - PIECE TIE BAR ASSEMBLIES SHALL HAVE STOP TYPE COUPLINGS AND SHALL HAVE THREADS ON A C BAR REINFORCEMENT WELDED WIRE FABRIC A, THE BARS. THE MULTIPLE PIECE TIE BAR ASSEMBLIES SHALL DEVELOP A µINIL!UM ULTIMATE TENSILE SHALL BE DEFORMED REINFORCING TBARS,YIELD STRENGTH MADE FROM STEELS BARS BEING TITANS A'STD BARS _ -{r- TRANSVERSE EXPANSION JOINTS GRADE 60OF 1H OTHERERHTHATSTHEY TAPE IN EVERY USED THE EQUAL AN OFPTHE EN I --� NOTE: FOR DOWEL BARS EITHER GRADE 60 IN AS.T.h/ CURB DOWELN ASSEMBLIES SPECIFIED. LABORATORY TESTING OF THE PROPOSED ASSEMBLIES. AT THE CONTRACTOR'S C C - DESIGNATION: A615 OR A616 WILL BE ACCEPTABLE NO.3 BARS AT 2'-6° C-C EXPENSE, MAY BE REQUIRED. . A A >< - _ 2. CONSTRUCTION JOINTS MAY BE FORMED WITH METAL OR WOOD FORMS EQUAL' W DEPTH TO THE °iD YlIRE5 .ii I AT 12" "T'uhi MULTIPLE PIECE NOMINAL DEPTH OF THE PAVEMENT OR WY OTHER MEANS WHICH HAVE BEEN APPROVED BY THE TIE BARS E ENGINEER PRIOR TO THEIR USE. __ _____ I LONGITUDINAL BARS AT 24 • ' C. C. 3. LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED AS SOON AS SAWING CAN BEACCOMPUSHED Th 330 330 WITHOUT DAMAGE TO THE PAVEMENT AND BEFORE 24 HOURS AFTER THE CONCRETE HAS BEEN � •4 BARS AT 24• C.C. 1%i 33D 3 PLACED.THE EXACT TIME TD BE APPROVED 81 THE ENGINEER. PREFORMED JOINT WITH QLONG. CLASS 5 JT. RPLACEMENT ASPHALT STRIP IS NOT ACCEPTABLE. �I. CLASS 5 JT. CONS! jr, SEALNL MATL -� CLASS MAit 4. LONGITUDINAL JOINTS AREACCEPTABLE. OFFSET FOUR INCHES FROM THE THEORETICAL LANE. LINE IS'-0" 15'"3" AND MAY BE OFFSET TO EITHER SIDE IF THE WIDTH OF THE W!RE . FABRIC IS PROPERLY ADJUSTED. ,_ 15'-0" I iSTPLACEMENT 5. ONE OF THE LONGITUDINAL JOINTS OF PAVEMENT SLABS WIDER THAN TWO LANES MAY BE A TRANSVERSE JOINT 11/8° X 20" D05YELS AT I2" C.C. ISTPLACEMEN.T 2ND PL EMENT F - - _ CONSTRUCTION JOINT. PAVEMENT SLABS WIDER THAN IS FEET SHALL HAVE A. LONGITUDINAL t. 1- SAWED JOINT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. = 4 BARS AT Ir c.c: WELDED WIRE FABRIC BAR REINFORCEMENT 6. THE JOINT SEAL SPACE AT TRANSVERSE EXPANSION JOINTS SHALL BE FORMED BY A STRAIGHT FORM TWO LANE PAVEMENT PLAN PLACED BEHIND THE LONGITUDINAL FLOAT, THE FORM SHALL BE LOOSENED AS SOON AS THE CONCRETE WILL DRETAINBEH ITS SHAPE AND THE EDGES SHALL BE EGGED WITH AN APPROVED EGGING TOOL LONGITUDINAL O 3° 3 GOL TRUCTION JOINTS SHALL HAVE BOTH EDGES TOOLED TO A %B" ftA01U5 AT THE PAVEMENT SURFACE TRANVERSE WELDED 7, CONCRETE SHALL NOT BE DISCHARGED FROM THE MIXER DIRECTLY ON TOP OF OR 2q'_D 2q -6" • . 25'-O" BARS ON THE SIDES OF THE EXPANSION JOINT ASSEMBLIES R 12'-9 12 -q ' 12' 10" SECTION B- B - SECT ION B - B S. TRANSVERSE EDGES OF SHEETS OF WELDED WIRE FABRIC SHALL BE LAPPED R INCHES EXCEPT 5 11'-B" 12 -2" 12'-2" EXPANSION JT. -- WELDED WIRE FABRIC AT TRANSVERSE EXPANSION JOINTS. LONGITUDINAL EDGES SHALL BE LAPPED 6 INCHES EXCEPT AT EXPANSION d7. • 3/B° BAR RE I NFORCEMENT LONGITUDINAL CONSTRUCTION JOINTS. -- • • _ • 9. DOWEL„ BARS MAY BE TIGHTLY ENCASED IN STAINLESS STEEL AR WELDED DOWEL ASSEMBLY SUPPORT.NCE I LONGITUDINAL CONSTRUCTION JOINTS • AS A EPDXY CUT THEG ENGINEER.GII THE A IN SHALL =4 BARS A'7 . I2" C.C. ' - AS APPROVED BY THE !CHTtYTHE CASING SHALL CONFORM TO THE REQUIREMENTS OF ONE OF THE • GRADES OF ASTM A! 110 OR- A176-71 AND SHALL BE NOT LESS THAN 0.010 INCH THICK. THE CASING•D� SHALL BE AT LEAST 8 INCHES LONG AND SHALL COVER THE MIDDLE 8 INCHES OF THE DOWEL. D X Q SAWED JT. CL SAWED JT. 10. DOWELS SHALL BE SECURED PARALLEL TO THE PAVEMENT SURFACE AND PERPENDICULAR TO THE _D - _ JOINT WITH THE AID OF APPR04ED WELDED WIRE BASKET ARRANGEMENTS. WELDED WIRE BASKET °10 WIRES ARRANGEMENTS SHALL NOT CROSS THE EXPANSION JOINT.DOWELS SHALL BE UNIFORMLY W "v AT 6" - • 6 CLASS 5 Ji. COATED WITH A THIN COAT OF OIL ASPHALT. I LONGITUDINAL BARS �CLAss 5 JT. 1 /SEa1WD MATLNOT BE i / SEALING MAtt 11. TIE BARS AND DOWEL BARS SHALL THE FABRICNPANEL PREVENT TIEDLTOGETHER orOANDWIRE THE INITIAL FABRIC o FABRIC BY CONCRETE PLACEMENT, Z u m PANELS OF EACH SLAB SHALL BE TIED TO THE DOWEL BASKET IF SO DIRECTED BY THE ENGINEEER. C or a C y-C^. \ 2"MIN. •F 12. PAVEMENT EDGES SHALL BE EDGED TO A RADIUS OF I/e INCH WITH AN APPROVED EDGING TOOL. 13. DETAYLS AS TO PAVEMENT WIDTH, PAVEMENT THICKNESS, AND THE CflOWN-SLOPE SHALL BE AS TRANSVERSE BARS (2 LAP j SHOWN ELSEWHERE ON PLANS. >( REIN- WELDED WIRE FABRIC 14. THE CONTRACTOR SHALL- HAVE THE OPTION OF USING WELDED WIRE FABRIC OR BAR SLAB • =4 BARS AT o ? FORCEMENT, THE LONGITUDINAL STEEL SHALL BE LOCATED AT THE CENTER OF THE SLAB. S O WIRES • IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO TAKE ALL NECESSARY CENTER. TO 24° C.C. V 'AT 12" ' SECTION C-C SECTION C-C INSURE THAT THE FINAL POSITION OF THE STEEL IS WITHIN '/ INCH OF TIIE SLAB CENTER. LONGITUDINAL AND TRANSVERSE STEEL SPACING SHALL NOT VARY MORE THAN ONE-TWELFTH I z BAR REINFORCEMENT • WELDED WIRE • FABRIC OF THE SPACING SHOWN HEREON. • A � o A • A 0th I5. ITL SHALL BE STEEL MAY BE SPLICED WITH 33 BAR DIAMETER LAPS.•B ; LONGITUDINAL SAWED JOINTS 16. FOR LANE WIDTHS NOT SHOWN HEREON OR FOR VARIABLE PANEL LENGTHS AND WIDTHS,I II�1 REINFOPCING STEEL AND DOWEL SPACNG SHALL BE AS DIRECTED BY THE ENGINEER. 0. BAR NAT CHAIRS. SHALL BE AS APPROVED BY THE ENGINEER. CHAIR SPACING SHALL NOT EXCEED 30'C-C (TRANSVERSE) AND 48" C-C (LONGITUOINALI. GALVANIZING OF CHAIRS WILL B . NOT BE DEOIARED, a SAWED JT.� B. BOARDS FOR EXPANSION JOINT .F LER SHALL BE OBTAINED FROM REDWOOD TIMBER. ____ __- - -------- -- - - - -1 T • .C. - CL SAWED SIT. 19. THE JOINT PLATE SHALL BE AS APPROVED BY THE ENGINEER. c - CLASS 5 JT. I WELDED WIRE FABRIC SEALING MATL N STATE DEPARTMENT OF HIGHWAYS __________ \ ___ ______ • • z __ _, -__________ 3< cr F AND PUBLIC TRANSPORTATION . - - -- - --- -- - —• r ~ r DISTRICT 12 1510• 150_0„ � ° rt • TRANSVERSE JOINT • WELDED WIRE FABRIC JOINTED T REINFORCED BAR REINFORCEMENT II/B° X 20° DOWELS AT 12" C.C. TRANSVERSE BARS • LONGITUDINAL BAR • SECTION D-D •CONCRETE PAVEMENT THREE LANE PAVEMENT PLAN SECTION D WELDED WIRE FABRIC DETAILS BAR REINFORCEMENT JRCP - 89 DI57, 12 ( u IN HET OF 2 �.. TRANSVERSE SAWED JOINTS REV. NOTES 1 A 9 !B -B9 Oil DRAIFWC DATE STATE 37. 0" 36'-0i1 34'-D" * Rev. Noma m Pea 4785 GX Bx OmGwAL AY 1989 ms i6xe Cl-t 97.( B M� a . "6-zvl Dl • % 12 -10 . II'-10" <X DwIn Lanttr — • Y 12'-O" II'-4" II'-On HA R ) S 80 11 eej, X/M6 z • 12'-2" 12'-4' u' z" STD B - 3 — 3 • GENERAL NOTES: 60' - 6" USUAL 10' 17 ' ,10' 17 ' -0" 10 ' 3'/z' EXP, JT, 40, ANCHOR LUGS, EXPANSION JOINTS AND SLEEPER SLABS AS END CURB RETURN 1 I TI `506' LONGITUDINAL STEEL DETAILED IN SECTION A-A SHALL BE CONSTRUCTED AND PAID CONST. JT. OR PR OR FOR IN ACCORDANCE WITH ITEM 368 TERMINAL ANCHORAGE, 1 m m 11 11 11 ) 1 i ' JTASEE BRIDGE z w NOTE: 11 11 1 11 DETAILS) 11. REINFORCING STEEL FOR TERMINAL ANCHOR SYSTEMS MAY BE EXPANSION JT . II 11 116 11 TI GRADE 40 OR GRADE 60: , ISLAND AREA TO BE LEFT II it 4 1 II -I OPEN UNLESS OTHERWISE It II 11 I 22. CONCRETE FOR ANCHOR LUGS SHALL BE PLACED AS SOON AS I I II OFFSET TO CE FREEWAY a ¢ w SHOWN IN THE PLANS. I IIII 11 II 1 11 I AA POSSIBLE AFTER EXCAVATION IS COMPLETED SO AS TO 111 1 4018' TRANSVERS PRESERVE THE INHERENT SOIL CHARACTERISTICS. (SEE PLAN SHEETS) ANCHOR KVYS I � ri 11 II STEEL s _ EXCAVATION FOR AND PLACING OF CONCRETE FOR ANCHOR EE SYSTEM MAY BE IN SECTIONS CORRESPONDING TO THE a: o SAWED JOINTS—.____ 20 .I BRIDGE WIDTH OF PAVING PLACEMENT .Ii . . tAPPROACH SLAB PROP, JRCP 23. AND R SLABS SHALL BE GIVEN A STEEL TROWEL FINISH • tN' TYPICAL LAYOUT - AND SHALL BE COATED WITH AN ASPHALT BOND BREAKER. 1 6 1 g - . r—'i , f'—`1 24, APPROACH SLAB SHALL BE PAID FOR AS JOINTED REINFORCED (TERMINAL ANCHORAGE AT BRIDGES) CONCRETE . PAVEMENT. 25 WITHIN FIVE (5 ) MINUTES OF SAWING, THE RESULTING SEE NOTE A + SLURRY SHALL BE COMPLETELY REMOVED FROM THE JOINT BY 1'-6' FLUSHING WITH HIGH-PRESSURE WATER. THE JOINT SHALL ti'-G ) THEN BE ALLOWED TO DRY FOR A MINIMUM OF 48 HOURS BEFORE. SANDBLASTING THE JOINT. BARS A 1'/." D x 24DOWELS (•4 BARS) ' 0 2' SPA, I m ' CONST. JT. (THE CONST . JT. SHALL BE ROUGHENED ETHYLENE VINYL ACETATE END CURB RETURN BY BROOMING WITH A STIFF BROOM TRANSVERSE JOINT SEAL PLACED UNDER ( 5 ' R USUAL 1 TO THE 4. OF PAVEMENT AND THE' ROUGHENEO COMPRESSION ( EPDXY BONDED FACE OF CURB)' } 9,lO SURFACE CLEANED OF LAITANCE AND LOOSE 4 • TO CONC. 1 ROADWAY BRIDGE , —\\ MATERIAL PRIOR TO PLACING CONCRETE —mac PAVEMENT. BARS ' A' (SPACED AT '/z THE I I ' r3%i PLASTIC DOWEL CAP :� [SPACING OF THE LONGITUDINAL `� 1 1 a5@6" aq@I B' 11 STEEL ) TIE BARS T , �_ ��I � 6• LIME .TREA'EO 6' (TYP, ) ..I 6• 5X2 ' - 9' @12 " CTRS.L2 ' -0' SUSCRADE / F AIINELENE a5X ( SLAB 441OTH - 4 ' I FOAM16 LB. SLEEPER SLA @ 10" SPAC . > OENSITYI 3' -0' NORMAL FACE - OF ABUTMENT N' EXP NSION JT. OR a6" 4 L To JOINT BACKWALL. SAWED T. TO • MATCH (SLABXWIDTH4 ) / 2 0 LONGIT DINAL CONST. ,; EXPANSION JOINT JUNCTION ..WITH BRIDGE JT. OF CITY STREET Z TYPICAL ANCHOR LUG 3/e" MAJOR ST. - _ SECTION A A CLASS 5 JOItN 3/4' u SEALING MATo ��I+Iz CLASS 5 JOINT• SEALING MATERI II /4" 'vmw EX IST, CONC. PANT PROP, CONC. PAVE • ^ fSAWED JT. SEALED WITHCLASS 5 JT. SEALING MATERIAL- I /2 ' DIA, POLYETHELENE525 BOARD/ 16' MINIMUM E%PANSIONuo FOAM BACKER , SAW JOI JOINT FILLER DIA. POLYETHYLENE z _ ITT RO0 PTIONAL SAW CUT FOAM BACKER ROD u I TIE BARS _z SAWED JOINT EXPANSION JOINTS E6' 5B�' LIME STABILIZED JOINT SEALING DETAILS •5 BAR 6'16' I ' -6• 2' -0 NOTES SUBGRADE •IF SILICEOUS RIVER GRAVEL 15 USED EXTRA CONCRETE REOUI RED FOR CROSSHATCHED AS THE COARSE AGGREGATE. THE DEPTH N AREA WILL NOT BE PAID FOR DIRECTLY BUT- SHALL BE SHALL BE T/3. T PAV. THICKNESS. SEE NOTE A CONSIDERED INCIDENTAL TO THE VARIOUS PAY ITEMS. EXIST. CONC. PAV PROP. CONC. PAY. SEE NOTE A XI- m A SECTION B-B SAWED JT. 5EAI:EO WITH N ¢ m NOTE A: (FOR PROPOSED PAVEMENT DEPTHS OF 6' MAX,) I %CLASS 5 JT. 20' PO M COATED zmw SEE SHEET 1' OF 2 FOR DOWE X 20• EPDXY CCOAED > IN AREAS OF CURB RETURNS a � 1 r STEEL PLACEMENT FOR THE I DOWEL BAROI2tc-c. COAT WITH OIL ASPHALT OR OTHER IRREGULAR AREAS A RESPECTIVE LANE WIDTHS. - REINFORCEMENT ARRANGEMENT wu ?, __ SHALL I ° u END CURB RETURN - - APPROXIMATELY EQUAL B YlE IGHTPLASTIC DOWEL CRP SURGRAOE TO THE MAIN SLAB OR AS DIRECT - �- FACE OF CURB) TO FIT DOWEL ED BY THE . ENGINEER. - E OF CONC. ' BLOCK-OUT PROVIE SNUG FIT. MEET EXISTING SUBGRADE Z PLACEMENT LENGTH VARIES LONGITUDINAL SECTION B-B • xTIE BARS 0 20' m NOTE: (FOR PROPOSED PAVEMENT DEPTHS OF B' MIND ID . TRANSVERSE SAWE - 2' USUAL I . • a BE PLACED WHERE DIRECTED BY I I ' -B• MIN. STATE DEPARTMENT OF HIGHWAYS THE ENGINEER IN THE FIELD. Ac. AND PUBLIC TRANSPORTATION • 3 / DI STRICT 12 JOINTED REINFORCED CONCRETE -L- PAVEMENT DETAILS EXPANSION JOINT DESIGN •5 BARS X 3' -0• TRANSVERSE STEEL JRCP - 89 DIST. 12 1 2 1 CONCRETE SLAB 2 New•. N0JEC' 0. INTERSECTION IMF MAJOR ST . WJTH FRONTAGE ST . DETA I L OF BLACKOUT I REV. SECT. A-AID-04-09 DRAWN• DRAWING DATE STATE � ' REV. Add N& ORIGINAL 989 2G� '/qt CHECKED MAY 1 IA GI 'I MH � oMlr TIE BARS ACED 6 TEXAS CH A TYPICAL REINFORCING PLAN R COUNTY o 0 INLET BLOCK -OUT CNECKEO 1 , IZa HARP. IS b9m ¢ 09 y7 STD B - 4 - 4� (Board expansion joins f��IfA--....-----�-�� 4.00" 200' Slreej I_idlh l/ pay eaten' is es/siinq. mOke or %2"P ekrmed joint mo/erio/ . olk portion usual I s /%2 Sowed Joint and break out existing povetnent /o form I block -out. Joint shall be sealed - Temaor y Connection with class loot lb Joint Sealing 12" core (where co/led for in plans) porn/s® ®on d ©/a hove identical elevation Material" -' , or she// be on me some grade. � . • 6. 6 " it Crown to conform f"S ewar.Y r' Yh ms/ing sdree/s e . R4Botr B24 ce Dalh ways 'P4\ Black- out o�4 os,,o 0' Paid lot or Cant. Pav paid /or as SOWGK ANO ORVWY + Varian W j of obra p > 800cd expansion i° ' o' SECTION B- EI see PbertsA. e 'o AO \ v V2f'reformed joint. material � 45 �) sheets i ` For down ramps and jj n Rod'us -25'usua depressed cvreas reverse // P H 9 (Sea Pion BPiaB/e Limi! of Pavement /\� DO Am back of kvkva k. /n of sheds) // for Fron/oge meat — a'' oii 002hP Y'L - Back of curb hx "tended , 90 E frm/age Si \ 6 TYPICAL CURB RETURN ' AT STREET INTER— aae at es y{ SECTION WITHOUT EXISTING CURB Q GUTTER Concrete Curb shall be placed-' * I monoli/hicol/ with the driveway r 12 < Driveway Radius 2•mm" 15' mos. /" i 6" 6" 6 " 6" / " Al 5 Longi/udna/ Bar . _ 2"R . Conc Curb (I/em 5301 2 "R DRIVEWAY CONNECTION "' / //2 " Asph. Conc. Pov bt . . - h ' # " 5 Lo gitudinal Bar 3 . I , o o _ Cvbd a/ NS+O - S" 82=6c.c. , ' - - (dfil/andgrout in . I- - ^ , e .. place with su/p/m f J o a 0 0 - Curb Dowels #5Barszi2 ' :Or quirk se//mg _ _ _ 02•-6"cc Brill ail Gros! R4 Longi/ud++ol Bars Ce/Ren/j 36"-0 Usual B Max _ . A /2 " /Z" 'w3 Dowels m2'- 6" cc EXIST. CONCRETE PAVEMENT CEMENT STAB. BASE • a' D„ Reanove. exist _ 3••R ITEM 530 CONCRETE CURB ( DOWEL) ( SIN) 4•-O Asphalt Surface / H " 1"R E- /-6—' Finish Grade - _ Groove %aN u2" leplb ' 'o • O • o ' ' ' GENERAL NOTES: 1/2" radius al ed es - J E+isL Bose O ,D I . • „ '+ and Man n/ ERAL NOT EScre/e Diredima//s/Dais lobe installed on concrete surfaces • o o ; • . `� shol/be bonded /o the pavement with at approved type bf epoxy resin. /1 /be C . o. contractor so elects, he may dowel Curbs to the pavement. Dowels shall be o • Drill aid grout dowels in pace - d-i/led and grouted in accordance with details shown herear. �- / " Redwood Board or 1/2" Pre molded Exp. it. Ma2-- w ith sulphur or gack setting cement. Sidewalks and divewoys, which ore damaged due to necessary A onstruction operations, shall be rep/aced in kind and shall be paid t for in accordance with -the oppropriale bid items as determined • NOTE.' Where sidewalk is placed adjacent to bock CONCRETE DIRECTIONAL ISLAND ON EXISTING by the Engineer. of turbot other concrete surface. l/2 " premoulded ASPHALT CONCRETE PAVEMENT expansion join/ material shall be placed between the two surfaces . TYPICAL SIDEWALK PLAN /2" /Z • - ` �e 3R e4x4.- 6/6 Wire Mesh (/ 8 / � ✓'-9Wide, S Longitudinal wirer 4'-O" Usual . .c : c : � , " 1/4"R _ • _ . ._ . : .S. iEpory Resin TTATE DEPARIAIENI Of HIGHWAYS • J/4R ' z`• � � '' ; ; . . . . . < .. AND PUBLIC TRANSPORTATION V ' . . - _ Povemeni. '; e' er' "' es DISTRICT 12•• o- •'Bose ° :n/ lob erCeme S ETAILS •• k ' 1 MISCELLANEOUS ROADWAY D SECTION A -A • CONCRETE DIRECTIONAL ISLAND , _ r wi 0 . .A. CH 91 Volm MH `�2.. mums 80101r11 joo448 DRAWER 5F SHEET 9 STD J-I9 �'` GENERAL NOTES SEE DETAIL B FOR DOWEL BAR - CCVPAC7E0 DOWEL BAR OR HOOK BOLT SEE DETAIL A FOR ANCHOR & HOOK BOLT A..P 1 "rRCPOSEp %ER).!.".:JS OF CR I. FOR FURTHER INfGRMATION REGAROWG THE PLACEMENT OF CONCRETE AND REINFORCEMENT BACKfIII )" PROPOSED COtlC. PAV, EXIST. CONIC. PAV. REFER TO THE GOVERNING SPECIFICATION FOR CONCRETE PAVEMENT. 4 .2 - 2. THE DESIGN REOU13EM=NTS FOR THE PAVEMENT STRUCTURE, I.E. BAR SPACING, BAR SIZE / i CRCP STEEL =y - F - LAP REQUIREMENTS, ETC., SHALL BE AS SHOWN ON THE APPROPRIATE PAVEMENT • (� 1 ° '° ° ° " ° DESIGN DETAIL, ` FLEXIBLE / • CRCP -+- PAVEMENT PROP. SUBBASE . EXIST.. SUBBASE 3. SLEEPER SLAB AND ADDITIONAL REINFORCING REQUIRED HEREON SHALL BE CONSIDERED STRUCTURE INCIDENTAL TO THE VARIOUS BID ITEMS. B' - D" JUNCTURE C - UNIFORM DEPTH CONCRETE CRCP with CRCP (HOOK BOLT) 4. WHERE USED THE SIZE, SPACING AND LENGTH OF DOWEL BARS SHALL BE AS SHOWN IN TABLE "A'. DETAIL FOR JUNCTURE WITH FLEXI3LE TYPE PAVEN.EN7 STRUCTURE or CRCP with JRCP or JRCP With JRCP . 5. WHERE THERE IS TO BE A JUNCTURE AND ADDITIONAL JRCP PAVING IS TO 0E PLACED AT A FUTURE DATE, MULTIPLE PIECE DOWEL WILL BE PERMITTED AT THE JUNCTURE. THE NDTE I ADDITONAL LOYRRE FOR THICKENED FLE SHALL BE COHSIDaZO MULTIPLE PIECE DOWEL EAR ASSEMBLIES SHALL HAVE A MINIMUM ULTIMATE TENSILE CIDEA3OTI TAL TO VARIOUS BID ITEMS. DS£MC331 MATERIAL IN STRENGTH OF 50.0 KIPS AND SHALL EE SMOOTH TYPEEPDXY COUPLINGS BARS, THE MULTIPLE PIECE THE ELEXS-E ?AYE / HT WILL BE EL I_LED WITH ACP. ANCHOR AND HOOK BOLT EXIST. CONIC. PAV. DOWEL BAR ASSEMBLIES SHALL HAVE A STOP COUPLINGS AND SHALL HAVE ROLLED TICS ACP WLL BE CONSIDERED INCIDENTAa TO VARIOUS Bo ITEMS. (SEE DETAIL "Al THREADS ON THE BARS. THE BAR SHALL BE DISMANTLED AND THE COUPLING PORTION PROPOSED CONIC. PAV. USED IN CONSTRUCTION SHALL BE FITTED WITH A PLASTIC CAP, THE REMAINING PORTION OF THE BAR SHALL BE FURNSHED TO THE ENGINEER. JUNCTURE A CRCP with FLEXIBLE PAV . = ` — _ — — ExlstsuBeASE _ — ° PROP. SUB3ASE 6: WHERE THE PAVING IS CRCP AND A RAMP COMPOSED OF A FLEXIBLE PAVEMENT IS TO �z•-o• 1•-6166'IE• l •5 BAP BE USED AT THE JUNCTURE UNTIL FUTURE PAVING IS CONSTRUCTED, MULTIPLE PIECE COMPACTED TIE BARS MAY BE USED IF PERMITTED BY THE ENGINEER. IF USED. THE MULTIPLE PIECE ACP I PROPOSED TERM;N-JS OF Jac= JUNCTURE D — UNDERCUT CONCRETE ON THE BARS. THTIE BAR E MULTS IPLE PIECELL HAVE TIE BAR PE COUPLtNCS ASSEMBLIES SHALL DEVELOP HAVE A MINIMUM TREADS BACKFILL /"" IT--� CRCP With CRCP ' ULTIMATE TENSILE STRENGTH EQUAL TO 1-1/2 TIMES THE YIELD STRENGTH OF THE r• 1__; JRCP STEEL - ' or CRCP With JRCP TRANSVERSE BARS BEING JOINED. TIE BARS SHALL BE DEFORMED, REINFORCING OARS. TIE BAR ASSEMBLIES MADE FROM STEELS OTHER THAN ASTM GRADE 60 AND WITH DEFORMATIONS OTHER THAN ASTM STD. MAY BE USED PROVIDED IT CAN BE PROVEN. TO THE SATISFACTION r OF THE ENGINEER THAT THEY ARE IN EVERY RESPECT THE - EQUAL OF THE ASSEMBLIES ` FLEXIBLE - SPECIFIED. LABORATORY TESTING OF THE PROPOSED ASSEMBLIES, AT THE CONTRACTOR'S PAVEMENT JRCP -� EXPENSE, MAY BE REQUIRED. ONE PORTION OF THE TIE BAR. ASSEMBLY(S) SHALL BE LAPPED STRUCTUREt DOWEL BAR 'AND WELDED TO EACH LONGITUDINAL BAR IN ACCORDANCE WITH ITEM 448, THE OTHER PORTION 3' - 0" (SEE OETAI;. '0'7 E%IST. JOINTED CONIC, PAV. OF THE BAR SHALL BE FURNISHED TO THE ENGINEER. PLASTIC CADS SHALL BE INSERTED PROPOSED CON . PAV. INTO THE COUPLING PRIOR TO PAVING. MULTIPLE PIECE TIE BA , LENGTHS SHALL CONFORM TO THE TIE BAR LENGTHS SHOWN ELSEWHERE IN THE PLANS. ADDITIONAL 'SHEAR STEEL' WILL DETAIL FOR JUNCTURE WITH - _ ALSO BE REQUIRED ANDMAY BE USED WITH MULTIPLE PIECE ASSEMBLIES AS PREVIOUSLY PROP. SUBBASE - = EXIST. SUBBASE DESCRIBED. THE ADDITIONAL STEEL BARS WILL BE OF EQUAL DIAMETER AT A SPACING DOUBLE FLEXIBLE TYPE PAVEMENT STRUCTURE THAT OF THE LONGITUDINAL STEEL AND THE LENGTH SHALL BE. 66 TIMES THE TIE BAR DIAMETER, • TRANS. NOTE , ADDITIONAL KRETE FOR THICKENED EDGE SHALL BE CONBIOERED EXISTING PAVEMENT L PROPOSED PAVEMENT NaDExrAL TO VARIOUS BID ITEMS. EN ACsT MATERIAL IN JUNCTURE E VARIABLE DEPTH CONCRETE THE FLEE PAVEMENT WILL BE BACXFLLED WITH AC°. • THS ACP M..L BE CONSZERED INCIDENTAL TO VARIOUS B!0 ITEMS. CRCP with JRCP -CONCRETE CURB TO BE REMOVED (IF APPLICABLE) SEE LONGITUDINAL CONST. JT, DETAIL JUNCTURE B JRCP with FLEXIBLE PAV , r I �— l FOR JOINT SEAL REQUIREMENTS t'—" EXIST. PAVING I FULL DEPTH SAW CUT ' EXIST. LONGIT. BAR - I i 2 INCH DEPTH SAW CUT 1 ve• uaxl PROP. PAY. I VYNIX1` DOWEL BAR DATA - - PROP. _SU88ASE _ _ \ I 1 • FOR TIE BAR SPACING _ _ _ ' EXIST. SUBBASE _. SEE CRCP DETAILS SLAB THICKNESS 8" 9" IO" THRU 15" ° < i I/8" 1 1/<. BREAK OUT AND REMOVE eREAX OUT EXIST. CONCRETE. LEAVE VERIST. ' DOWEL SIZE • rEXIST. PAVING LONCIRAxXA STEEL LWILITUDNAL STEEL OF PROP. PAVNG SHALL BE LAPPED WITH EXST. IN A VERTICAL 22" MANNER ONEE ABOVE TIE OTHER..AND WELDED N • DOWEL LENGTH IB" 2O" 4 ACCORDANCE WITH ITEM 118, EXCEPT THE LENGTH OF WELD 9„ • YILL BE SIX INCHES EACH SERE OF TILE LAP. DOWEL BAR SPACING i2" 12` 12 GROU' WITH TY V L.___ •5 TIE BAR (GRADE 6011DEFORMED) JUNCTURE F - "BREAK BACK" CONCRETE • EPDX'' (ITEM 575) CRCP with ' CRCP TYPICAL CONNECTION TO EXISTING CONCRETE TABLE A DOWEL BAR DATA or JRCP with JRCP T.S. TY VII EPDXY MAY BE REQUIRED - IF, IN THEIS IINONFLF THE ENGINEER,•1 1/2 NT (•--. PLACEMENT OF REINFORCED STEEL MAY BE ALTERED TO MAHF CTIIRER'5 RECWYENDAigN FDR JOINTED CONC. RAVEMENTI I CRCP ALLOW FOR PLACEMENT OF DOWEL BAR. TH[SSACTUR AHCeDR USED �1 PNOPOSFD PAVENEHT EXISTHL PAVEMENT JOINT SEAL MATERIAL ' DOWEL BAR . CRCP " • SAW VERTICAL LONGtTIC*Hu GRODYED JOINT. FU WITH STATE DEPARTMENT OF HIGHWAYS '-� CLASS PA OR I-B JDNT SEALING : d RID PUBLIC TRANSPORTATION f, / \ .i YATERIA. PREfORUEO JONi Cr iTu DISTRICT 12 / — WITH ASPIULT STRIP HOT / -_ . ACCEPTABLE_ � •� ' / _ 4 / 'C 4" COATIGSBASCNSO ORRPRODUCTS RESEARCH -- — � . , < 3/ t1116 II N SERVICES. mC. CIIEMTITECOATING CONCRETE PAVEMENT _ ON EQUAL 10' TRANSITION , o JUNCTURES 1 IR" —"'T r ROLLm D0. M TII0.EA05 MIN. FOR DETAILS NOT SHOWN SEE TRANSVERSE EXPANSION JOINT DETAILS ELSEWHERE IN PLANS. 0 -B" DETAIL "B" DOWEL ASSEMBLY AT a W. STATE �- p "� UiLNl HOOK eat coNCRErE AR EXPANSION HOOK BOLT FZ, E"AJ, c/91 NotE 7 E TEx•s cs q1 ( 1 M EXPANSION JOINT DETAIL "A" L;u L.—j- — It REV. S/BB GRdlr J , STD B - 9 AD-76•D ..... . ... . . . . . .. ...... . . 4 8" TII 4" GENERAL NOTES 2x� q" 4"ft min. �—•I 4` R —T — •• 4 florin. 2„ - __� OA5mER ` (( �- 4" P min. mIF rne 1`\ - • `6`R Nate ' 6" RP I . a ounal AR WY USE COHSTPNC rdw3 CROSS PM TO OT tISO uRNIN TK BANO SIIWN RY obRID LIM9 . IP NEU PONE AK SO RE m0.- � `R k" OR coxstwam Tx sIIAL. cmmows lilt sotm uIK. fooled radius %4" Inch better 3" I(. tooled radius _NG oM OF n¢ TOLWJRIC ecxn¢s or KINeORCIN NT SI ..I BE U- 2 k fooled radius "� 6'R b a<ceplObte 2 . MINT D. TMCNMT2R`0? FLAG t IS ENT MW ICCARW uti0tIA51W.L BL TORixeoSAPISPARioN OF TIM E$cIU e0.. mil WtRTI t ), oe " "Pe I OJK AND PRY" (flint.)C 16"46 11 CUES ANo CUTTER (KtM.) SNAtt NAVE ICHOITUDINAL KIMOaCING BASS AS 1OLLWSt TNUE IJ, NO 14. No A5, DR• T TYPE I MONO CURB OR n Aut Cm (KIM.) SMIJ, SAVE DM n OR #4 VI PGR tonenwlxu REINURCtMM. T CURB PLACED ON PAVEMENT 4. C°M T° LAPPED oY L J. KIMCNCINC RABS SNAtl BL xmliml OP )S". W CURB AND COMES IS PLACES by A SEPARATE POOR AOJAC[I¢ TO OR ATOP CONCRETE BAVO¢M. CURB OR CURE Nor CU'rtm sl ar• PAVEt¢TrT IN A )WRIER SATISFACr R T ER Vtm B•IUCU LONE IJ 00. Id BAK SPACER AS S PEST war 0[Pw510x A.w/ER RIVE JOINTS at WU O0. U 1N° WEER Slut!. MTCN TIImE OP PAVR¢Irt. • slope s° sObgrade 6" MIN MRS OR CURB AND CURER IS marl COHSTRUCtm ADJACert TO CWc0.EU PAVO¢NT, TM! POLLtWIWG SILV'1• EDPLa11 24 VE ND KIMORtw MB OR CURE AND CUTTER S1VJL M COMRACttox JOINTS. TYPE I CURB AND GUTTER TYPE I CURB fii' b. Nn-RnMDacID cone OR CURB AND wrTeR sMu. Min PDN¢DI TD 1 OR Swm PAxTKCT30N JDMm AT I°' • :NE Deetx Of TxnB johns Si lrl. fl SUFFICIENT TO 116URE CMCRING AT TK JOINTS. 56„ I" R min. e KIMORCW NU OR LUU Am cut SIWJ. MVE UPASS!I JOINTS AT POIM� WCVANne Alm At IMUVAU No CBEATM THAN 110' \ 1 , • FAIL CUaVU Nm AT STRUCTURES SUM AS BRIOCU, San W CURB M 2 R d: H -K2MORCID Met OR OR CURB AND WmSE SIWL MVe EBANSION JOINTS AT ➢OMIS OP CURVANRE Cd CURVES M RADNS ass IBM TS' A 12"fl 111 ON AT STA CLAUS A5 BRIDGES , Bon CULVERTS, CURB MLEU , ETC. %� ladled Udius Nate ' %E" belief sly . ¢¢-NAV MCIt ptPwSIDY JOINT MTe0.W- 91W.L ne PRWIOID AN M CURB Op With Nm Be ACC IS UJAC[Nt TO no CRK„P AS APAgNV 6 ' 6A Is acceptable B T0..WSnt Is BCTMM GVR S Ca LVRan AND CUTTERS or ourMM° C 0SS SECT1OH SIIAU Be ACCh¢LIsazD OVER A 20 Ti, tm 6' RY Me MGIMER, "5 "1� 1" R min. 7. AT COMRACtmt's OMIP.I, DL¢t6lON 'Y" MY BC n11CAM33 OP PAVEtD=tIT sTwCNK. N NO CASE 9MLL IT BC K4S nVN B"• � 2R 6" Al2"R 1AI 6V ' I/d" fooled radius is 8 1" Rmin. BY" � 53.' Nate ' %" bolter ," R-l'• Ii aacevmblB TYPE " MONO CURB OR 2R III • \ye ldaleafaame , CURB PLACED ON PAVEMENT A E❑ RMOx. 3 /2xT N ' S Er 8Y i T )_-- s'mm. A__ PLAN 1 69z —i �I am cone elmr 6 ---ICI slope sub ode 81/e as 24 TYPE II CURB ELEVATION TYPE U CURB AND GUTTER Tas required wire mesh In ramp SECTION A-A WHEELCHAIR a BICYCLE RAMP Two 4"e18" Smooth Dowels Wide Ezp. M. Mall. STATE DEPARTMENT OF HIGHWAYS 9 of Dowel lobe gfeapla Exports ed`end obe wei`don - 9 AND PUBLIC TRANSPORTATION Ie T ET C0NCRETE CURB AND g � . CURB AND GUTTER Longitudinal Section our; Curb and Gutter Showing Typical Eeponsidn Joint Details, Reinforcing sleet lwhen used) shall not cross ezpansion the jhJ leet shall be terminated 3" s In from face DI S oini. CCC G — 75 ,Neou ___ I 114a _ -So 7L Ralf' do2o 2 9 � m .•t. Al 60' MIN. 7Y PREF, 44 CL. A CONC. BLOCK 500 ' CL A CONC. 4' CL. A CONC. SOCK SO OR OR pORRAP RIPRPP /FF FACE OF CURB FACE OF COS pp� ..P1 nix — CI CURB TflANSITi ON FM4 CURB . 2. g� 4' -R' USUAL E VRO 6' -0' PREF. 5. _g TRANS. RPU TRANS. - S' -6' CURB TRANSITION co I g• 4' -0' USUAL 6• CURB TRANSITION CURB RAMI CURD • ROADWAY PAVEMEN • ELEVATION ELE ' ROADWAY PAVEMENT , ELEVATION TYPE AB ELEVATION TYPE C TYPE . A TYPE B S' -6' MN - - I - - i \ II I -- SIDEWALK ROADWAY I , • ' A�, t' /FT. • \ kh NOTE' WHEELCHAIR RANDS SHALL €ET THE `EXPANSION MATERIAL REQUIREMENTS OF ITEM 530, ' CONCRETE CURB, GUTTER, CURB AND GUTTER, CONST VT. DETAIL AH- SIDEWALKS AND DRIVEWAYS' , AND SHALL BE PAID FOR UNDER THIS ITEM. 6' A. 6' R• -I FACE OF CURB TYPICAL WHEELCHAIR RAMP SECTION FACE OF CURD . 6 0 6 0 r1 PLAN TrPr STATE DEPARTMENT OF HIGHWAYS SCORED GROOVES AND PUBLIC TRANSPORTATION 6 -B 6' DISTRICT 12 WHEE : : • '• WHEELCHAIR RAMP DETAILS I N 6' CURB ; 6' CURD - I • #5t • • , • '• ' • m ` fl0ADWAY PAVEMEENT P°p' STATE Nu•x ,o ,pus_ xiA ELEVATION 6 TEXAS GH' 92 C I n b 6Z /IN TYPE D slut ' 'd n a' ARe- ' S oI , 12 O09 45/ A DETAIL A ST0 J- 17 FbsAing shall be nailed to cop and Plug ends and seal joint along ends of cap smled wilhjonl sealer. ane' side of wingwollz wilA}oinl sealer. or sertiml face of edge of cap 2 a _ Face d Abut Cap w A ex20 Gage Qaly . '.. CFm ries 6"x 20 Gage goly :. •; Y.' Ilaslinq lull length • : .., flazNrq lull length of rA „ v Weep Holes at 511 cc. Min Keyway formed in °'' "" of tap. , See Layout for slope I Provide Weep Holes when o Abutment Cap, Reinf Reinf •. ,r,;: v,• Approach Slab O 1 Wlwith asphalt •• Granular Melerial a specilied, 'n O _L II ' 5 and directed by the OPTION a ' aI c j Depress 3° Engineer. �— -P•n✓ OPTION B Weep Depression for drain 4 ` � ',': a - Holes /�. IG flemforce nl . � o a \ /Z' • Foace of Abut cap auncinp compound ar ¢ t0• _ _ — — a 0 _ . . . . . . r wingwo lsrxsT-___ joint sealer , ' '-' o I r = 1 1 9p9m • E:p. JI. Moll. T___-q Anchor Screw at Na50ar(Full length of curb) ' Apex 2 I2°c•c. Dim • A E 1 Position d ain and depression 4 Y Re f. �_ L`�1•�` . .- . o Atld 2 No. 5 it fi fit space posts. guard t !:'.r+:: J� wI I" fence roil posts. WITH KEYWAY OPTION , •9 is go 11 �I¢ , sheet Meld i • I \ ° R int. OPTION 0 cl I 3 !< e ! I The sealing option o1 fhe joint between fhe tote of cop \ o I 3 = and tiptopr shall designated sd ofwiby the Engineer. Options A or C may be used at wingwalis in all cases. \ c Y r SECTION'S THRU RIPRAP AT CAP \\ ° a • e _ . Y O D : z - , 12•M x . 8° Min �� mm rcI o4CB — —J I I I When riprap r mown t, eed a z around header on layout, extend \ to 't _ v . � N. Em j slab and loewall as shown in _ I u L Reinf fiorsJ WWF WWF F or J Lw W F sections and eliminate curb.4 o . o o y: f Rein! Steel e ( GENERAL NOTES: I Concrete shall be Class B unless noted elsewhere in plans. °/s o \ ti o J z o ' C Reinforcing bars shall be No. 3 at 181n, spat c- c. " Reinforcing other than that shown may be used by substituting � --. _ - -- Welded wire fabric shall be 6x6 - W2.9 ' W2.9. reinforcement of equal or greater unit cross- sectional ant The maximum See Layout for fimils yout far Combinations of WWF and reinforcing bars may reinforcement spacing shall be IB inches. eox ` See La if both are permilted. Lap splices shall be a - Construction joints or grooved joints extending the full shoot slope �eR be used m of 8 inches, measured from the transverse , height shall be of intervals of approximately 20 feet unless otherwise Peak°` PLAN location el ireu. wire of WWF. M Engineer. ' drain o required, mdirected the En i r Nn5 Bar 4° Porus Concrete Filter Blanket and Gravel Bockllti shall be placed if 0 0 It o: z shown elsewhere in the plans or if directed by the Engineer. M_____ Aaa curb if RR9 _ SECTION THRU REINFORCING AND CONST JOINT Hardware cloth, mase graded stone behind weep holes, flashing, or other sealing material shall not be paid for directly but shall be subsidiary • Reinf. � •'` o b the bid item, Ripra p. Add 2 No. 5 "s —t Unless specified elsewhere in the plans to be only reinforcing bars, "i ;• reinforcing be composed of reinforcing bars, welded' wire along wirgwall �� the ripror may SEC. A - A tabrm, or any suitable combination pt both types. (D Wall extension may be reduced or modified - AR 8 is to be used on stream crossings. L, — Ci it approved by the Engineer. ' R R 9 is to be used on other embankments. SEC. 02 Dimension varies as directed by the r Engineer. Should be 9•• Min for stringer I type bridges and I' Go for stab type —4 Y l bridges. - Provide lower level of weep holes at 9. %,f i I I 511 c-c backed by Icf.pockets of gravel 1 I I Y• Q • aWider ar other drain configurations shall and hardware cloth if upper holes are a - - - - -- — z be used if shown elsewhere in plans or used, and it K exceeds l5 fl, - -- 0 x x if directed by the Engineer. xt qE� / s t 04 A 12in. diameter leave out should be 5eo� o s: r • ,y provided in the riprap at the guard fence . o- o o - location. Backtill with 4in. of ACP if directed by the Engineer. .1 r ELEVATIONand . STATE DEPARTMENT OF HIGHWAYS •- p5 Limits and configuration of drains and AND PUBLIC TRANSPORTATION 2 6 Min 3 depressions shall be as shown else - DISTRICT 12 26M 3 TE • I ro ro Engineer.where I,, plans or as d� y = COC R E RIPRAP 'reefed b the l3Jo I Reinf {4� 94 CbIon- 03 . EMBANKMENT SLOPES tZ 6 __ SEC B - B _ . UNDER BRIDGE ENDS • 1.,1 5 31 I I - •j., O ( No Drain ) SEC D - D . . v Ye RR8 & RR9 Y• _ �. ' 1 Shoulder Drain) FEB 1907 SEC I c- THp REV 3 / 68 CGxxN m x1 v2. ,6 ' CH a N . —tt EE SEC B — B P EDs e (With Drain ) STD G -22 , Top of slope ((''Top B bottom of POP Cap depth "d" •� poraliel between measured vertically r-Tap of cap sloehpe p of slopeTot a p / To a 1 slope / / Vvlical columns extended to and of I \ j lit o hlever or - �// / / /• /��. �I Vertical Hatched t led boc <:". ;.,,//i'' ' ///� cement stabilized bockfill ,:o'/ 1 %/ ` Slope of cap /' \ TOP of I. / I Toe al s1aPe ra — 4 Roadway\ •,/.) / IIY %// // /% / constant between . o C '•• '% top of column / ( elevation I 1.,'•%. i . elevation ',• it •/ U, 'r—'�—'••• \00 I v r / / 1 i TYPICAL BENT CAP SETTING DETAIL % / • f- , ,,,,_ ,oiiiaii_ iOrr/rot ra/r NOTE' Built up portion of Bearing seat shall be cast ntegroily with cap or / ` Toe of slope - — constructed as follows ' Areaunder hr II up portion to be bush hammered. 1 Cement SIOM ' d Then pedestal shall be formed from mortar which has been treated Backfill with Doraweld or Weldcrele bonding agent or n approved equal. The —I \—Abutment Oullinz Limits of Payment tar "Rena mn9 Wali (Abut.)" bonding open' shall be mixed with the mortar in accordance with the cop of slopes" a C • / manufacturer's recommendations, - I, BACKFILL DIAGRAM - ABUTMENT • / End of Bridge when Reinforced Earth Retaining Wall Is Used Level area of bearing teal to extend EXCAVATION DIAGRAM — ABUTMENT /- Appr h Slob Outline of 2 . beyond perimeter of bearing bear nq pvd•1 1 P d Beam C rL Bearing . . 1 Bearing NOTE' Cement Stabilized Level urines otherwise Backfill behind abutment Top of cap I shown Coping \ \\\ Base tap and iackwnll shall II , \ Y "Rbe paid g Woll ( la " "Reloininq Wall (AWU". PLAN SECTION A - A Approach Slab I, 1 - Ut'flt Elm TYPICAL BEARING ' SEAT DETAIL s• era ° J ri CC, . Sane ezponsion bearings require recessed bearing seals. See bearing details. L,t — $ 3 ={{E\ • I O S�e%c�% - \\ oo b ay Base a .0 1 ; , \ R d vy Subgrode a I \ l t of Sk. Excavayment) m B ' 1 Stirrup S can % (Na Direct PoymenN Greater than 6 J o: Bearn9 seat o '•' '\ Cement Stabilized Backfill Ia be Bearing seats I filled to elevation which will • ndble requred 1hicMess Backfill ex . olcalvb 8 bole. " _pa----�� B0rs K Dan K l with excavated (I �---1.00 Id Slope P rib Rote B � 6 Ea. boa rml'L al 90°G _ g Bant C 6" Aa . °entity SECTION B =B HIt —stirrups ( Stirrups SECTION D - D Bridge Snb Approach Slab PLAN - � � ' • •• ELEVATION "—Stabilized Buse Roadway Subgrode REINFORCING AT BEARINGS SEATS \ Limits of Sir. Excovalion Where slurrups are spaced greater than 6• c e under the bearing seal, \ (rib Direct Payment) install Burs K in combination with stirrups to provide o maximum Backfill with � \ Cement Stabilized Backfill to be spacing of 6- between bas . - excovaled mal'L at • ' - . \ filled to elevation which will WMsestbrups are spaced no greater than 6" e-e under the hearing seat,' 90% Density •, . accommodate required thickness Burs Kars all be omitted. of slab a been, p.•• ss Install B K C 6" c• under each bearing seal where there are no IAO-'II_y- _� Shape e, , sltrups under the bearing sool. - A. ✓'tti'r� The number of Bas K required C each bearing seat is shown on the Cana Riprop SECTION C - C - Sent Details drawings, NOTE: The main longitudinal reinforcing steel shall be spliced by lappng Re ban ,ry y STATE DEPARTMENT OF HIGHWAYS I 1 2 /4 • Min. side by side horizon oily, I+us'ded the —`f •,f �yt/ Ban In bell= of call may Ir qq ba leafaxe a 1101 kxt AND PUBLIC TRANSPORTATION `Yx be slacked vertically ofStirrups than 2y4". If TOP splicing the bet NOTE: All steel I — DISTRICT 12 spiices, N necestary,fo ekar side by side horizontally wouldl result eo tirxora ihru joint FYe vertical bars from columns. 21/ " J in a bar clearance less then 2 ,4• unless otherwise the born shall be stacked vertically specified. at splices, Canct. 71. SECTION THRU BENT CAP CONSTRUCTION JOINT DETAIL - EXCAVATION a BACKFILL DIAGRAMS (To be used In bill calls where called fa an bent det&W AND MISCELLANEOUS BENT DETAILS LAP SPLICING OF REINFORCING BARS , IN BENT CAPS • D SL ill JUNE 1987 t e)Ill ,)h'"` rtver s '^a' Wa 2 6 e CH 97. ( ) M /fS w.,. ORG cm wet UCIIDI fl IDII' 1-IAR21 $ ale 009 HH • tea Sea Detail "A" Face of Parrott tall Tool to k" Aad . (Tip . ) P. L.F. QUANTITIES PLATE WT. P. L. F. z' - D_' TrP . DEPTH " t" LB. L8. 61/4 22. 32 23. 17 61/20 23. 18 24. 03 Face of Abut . ekwi L 6t4* 24. 03 24. 80 End el Appr . sl +b Outside glees of slab 3414 at 7a° F Face of Abut . BAwI . L 7 24. 88 25. 72 25. 73 26. 58 / + t 10 F S/4" al 7q° F /+ "II - Eau of Appr . Slab 7 I/4 4" + t 10 F 1 / " al 70 'F I1/ " ' l 70° F 26. 58 27. 43 73/4 27. 47 28. 28 Toat to 161" Aad .ala an a 28. 213 29. 13 „ Tip. z' -t" Tap (Typ.) a %q 29. 17 29. 90 3" 79p • _—_ A Plate Depth "t" - Thickness of Slab Overhang• JOINTS AT 'ABU1}ENTS SKEWS OVER IS SKEWS U. 15 SKEWS THRU. 15 SKEWS OVER IS JOINTS AT ABUTMENTS ( See Span Detalls ) PLANS OF ARMOR JOINTS WITH NO JT. SEALER 40 talents of Armor ) elms with preformed joint c � PLANS OF ARMOR JOINTS WITH PREFORMED JT, SEALER 39 seller • _ ® See Table for Joints nit f tw o Parapet &root plates Armor Plate in wingwa8 shall not be welded until approach stab with Preformed Jl- Sealer wl In strips • 10 to . 1�---- --'— or tap of backwall Is lobe placed. Alternal eN, the wingwall armor a 70° F 1/1 Additional 14 R plate segment may be installed with the approach side plots with Na Je. sealer 3/;` I ' Varies • Actual depth f T' by using a eonslrudlon Joint in the wingwall. I !/(_(_ �7o F 3h Joint Sealer plus I° STANDARD PRESTRESSED BEAM SPANS B STRUCTURAL STEEL WTS. FOR ONE ARMOR JT. (2 R?S isp — • /•y; : ROWY. PLATE S(AARE 15° SKEW 30° SKEW 45° SKEN Fuca of pmapel • :•' •, -- ? f n s n ?`•')'- • WIDTH DEPTH "t" LB. ♦ LB. L8. LB. LB. ♦LB LB. £L8, 7 x /9 Plate . 51/2 x3/A" Pule _ --'=—'R • • " ' 26 ' -0" 634 584 691 604 715 674 785 825 941 • (Square MI 51 . jiteei-cut to fit _ tical m Plata) • • 34 -D" 7 I'/z: 857 . 980 887 1015 909 1117 1211 I3r31 • • •q `-I • 7 /f 1016 Ii44 1052 1136 1173 1307 1437 1579 \ ' no . at •• :7 1/z 1069 1199 1107 1242 1274 1770 1'512 to Parapet • yy !-p" 7 /41 1088 1217 1127 1259 1257 1391 )539 1683 Stud Sl iv : : ; . isap _—_ I Anchor : : .•:: :• : . ' 1 .. . .• . . • •- , . ::a • (.: 48` -0" 71/2° 1220 U64 1272 1413 1410 k D 1737 • FOR CURBS ---- —__- FOR PARAPET RAILS LE.. . . ... . . . . .. .. . .. ..... . .. .... ... . . . . .. . ... .. . . . . . . . . . . ." in Nora lot 1/z" c I soaps (Only when PJS I/e"1 Stud An coots its/ • R, 5.§ d E a Iss 'C , • GENERAL ror NOTES: e R, SECT H R U. 44 Armor ) a NOTE Sshatl be vrorla .a at all locations sham on Face of Parapet n�S 714 7" 3uore-Ce �\ o n above are for simple prestressed beam spans plant . s Indicat far prelbread joint seller shall De IS )" (Square-cut) Arm a joint sed nle sl Ya on details or elsewhere in ohen thus Indnoted pn brlage layout "Armor ) Dint ( PIS )" 7" +nd shall be used unless othetil se shown span r athersl se noted In plans . io _ ` • ,g Permissible flail splice the plans Stud Anchors shall be electric ate end - welded to the Plates Ass gin penetration ax Veil permitted here TAB F OF P '. SIZF$ NOTE: Armor plates shall be shipped In convenient lengths (24'-O" ., 10'-0" with camps ate fusion . 45 Joint PJS mil.) ha shop splice lengthlegib lossthan and sufficient pairs of studs ore added to limit the sNd Erect lon hales sh+ ll be punched to II it. .up In Ilnel position \\\wry Opening Size to shopspliee distance to Somoxlmum. of armor joint . FOR BARRIER RAILS l !A" 2" FOR PARAPET RAILS p / 11/1° 2 AG Shop and field spikes shall be made by butt welding with areas in contact with " �0 I A 3 " preformed total sealer to be around smooth. 8AND MORE DETAIL °.A 41 2` 3 P≥• corresponding plate notions shall be match marked and bolted together DETAILS OF PLATE 42 2t/z q ' for shipment. AT PARAPET WALLS All steel parts ore not to be painted or primed unless designated elsewhere 1/114 1 I/Q' strap an the plans. mo r Stop prc totaled' Joint 'Far spans with na Psrape li promptly bolts shall one cut off flush gill a t plates a straps ProParapet Ato. r plate ( Shorn for T4 L C4 Hill ) gal at lace of Parapet terminate joint seal at traction alter the concrete In the latter of thetwo Ptaeeaents Provide Ids only where slab surface slopes a high side o1 struttuts end at a 1 plate has taken .Initial sets T° I Gown toward Da : &pet . Armes otl length ( See Plan ) 1/2" 9 1 0' - 4" Stud Anchor ' Parapet I4" plate ( Conforms to AV ' 314 AdwY . Sail act ) pr a l a toed 45e TEXAS HIGHWAY DEPARTMENT /A 1 H° 7l . star • BRIDGE DIVISION 7� i ARMOR JOINT DETAILS Z" g° Erection holes a 4'-0 cc Max- S. yp . T 3" Stud Anchor, OF t'- 6" c-c Max. 3` reckon Hole 1y114 s 1/414 Strap 9Plote Daplh 't"= Thickness Of Slab Overhang 45° Ass min . penetration y I ' M ' .NOTE : portions of welded splices to come in contact (See Span Details) PREPARED DV AND AOR THP Gp D weld Permitted here ° with pr tmed jointsmooth . USE OT TEi(.&S SOHAPT. sealer soon be eroana ,.e. 1n ,nr -0 a WA =QeV rll 1971 �;"' "m"` ,.. . rage ELEVATION OF BASIC ARMOR PLATE 45 ox1 12 N 9ZC ) M 455 43 VIEW B - B (SHOWING INSTALLATION OF ARMOR 'F,_s IN PARAPET NOV Ae864/ FOR - PREFORMED JOINT SEALE R) v. 8-84 eev L . w ,.. Rev. 2 92(Shlot IA.) IA' Chamfer or l' Pad. • l" Chamfer or I' Pad. 51ro/ i l6S e 340' 5• }' Sairo/ t,'oa i / ' 5' 16 S . 3'- 4e0' G' s /6 Sca. 3' = 4'-0' 5' r 5Soa.e /' 1 • 5 /6 . SSW, /• = _ 55rw• �/' — r' \ J \ I \ ! \ ' \ ' \ _ __ __ 'M : cu \ / \ I U U i \ I \ L \ I Imo!�Ll Cut strorzts flush with erzd _ T � Cut sircrxz'5 flush with end S 4 /nterneabif &rs }ere 4e6' DETAIL OF PILING /' Chamfer or /' Pad.C __ ______ _______ L. Able s At the optics of the Cailrada-, DETAIL OF PILING i%ng hzoLe eai,nens size ends to full size dimensvns 'e end same to full srze and sho}l /wve the some Spiral hibpiro S Ira/ 1.1oa i pi}ch sMwn foe tapered lip. r s _ p' el' /6Se3'•4' Sys 2' Bars A 2 . ors A 2' e3'= 40'/'Chamfer o- r Rcd, "ryp) Bars BINC, NA.A. • r/' Chamfer a' "Rod ut Cork to ex- °6&ws •pmvic� a�to erpase I piral tboping etch exposed strmz/ a /80/ength Spiro/ Hogoirg Tcp of P7e os dri66 20 bar dlonsd TYP. SECTION 74o oPP'k os dnie» of 5tinrrJs THRU PILING PILE BUILD - UP DETAIL TIP. SECTION PILE BUILD - UP DETAIL C/assSorHConcrete .BUILD - sedfDEpi/eTALu'.6` up THRU. PILING Optimal Methyl , e sho// be cut back to erpase rein&rer'ent cm/n. of 3'. Butt weld Lkrs a /0 Bars A . hate ' Strand kro}ion shah} he symmetrical about the axis of the pile with no more than ase strord thifetence between any two adjacent sides. PRECAST H CONCRETE PILING PRESTRESSED CONCRETE PILING ( TYPE "A' DISPLACEMENT PILING (TYPE 'A' DISPLACEMENT PILING ) TABLE OF ELEMENTS FOR PRESTRESSED CONCRETE Pit/NC fiN ELEMENTin PILINGX2S0K im. Weightin. 'J' c Lb�ft./n, /In420 •p'3. 86 /200 /=8' 202 4.27 2=0' 232 When /4a piling are specified m the u• 499 264 265Ions, Contractor has the opton of /40 5.62 44639'-0' 336 P 223 4/!6 232 /4 /96 703 /2 227 8/4 • /0 217 780 8 202 725 B 23/ 825 furnishing el/her /4 a, l5a or /6 a pihirg. /5'0 o When /5'a piling ore specified on the IZ 260 619 10 252 794 B 23/ 728 plans, Cm/roc/a^ has the option of 254 5340 265 16 224 706 /2 227 7/3 furnishing el/her /5'a or /6'a piling. /6'a 322 8600 3% 22 308 765 /6 302 750 /4 304 757 /2 302 750 /0 289 7/8 1809 Top of Pile for Payment ZO'a 398 '/3/50 4/5 26 384 732 20 378 759 /8 391 7B6 /4 353 719 /4 405 8/3 Strip bock y p O y. —.--- I O O j NOTE These details are generally to be used far � _ GENERAL NOTES FOR CONCRETE P/L /N6+ piling which wi// be subject to su/fole attack or N All concrete for Precast Piling shah/ betloss SorH.Design IC = /200ps.i. P .g -- Bottom of Copother adverse conditions. Standard CP - 2 covers or FoaNng Concrete for Prestressed Piling shall be C/ass H except as no/ed. Piling to be used under nasal conditions. A/I corners shall be chamfered as shown or noted. All dimensions relating 10 reint or prestressing steel are to centers Reinforcing Steel of bars or strands. • (Bars A or pre- Size, number, and length of piling shall be as shown on Lau/ Skeels Pe/case strength for Class HConcrete - 40AO psi. stressing strands) Minimum canpressive strength 28 day (fb) - 500LO psi. LLr \ Spiral Hopping shall have a minimum diameter of . 207.' A// piling to be cast with concrete using Type if cement . PILE STRIPPED BACK PILE CAST WITH REINF . 1 STATE DEPARTMENT OF HIGHWAYS AFTER DRIVING STEEL . PROTRUDING Note : pi%0 (Mr/i/ be . / firmly in this AND PUBLIC TRANSPORTATION PILES AFTER DRIVING positim -e-• (horiz) ttrowhoata// oting (SPECIAL) CONCRETE PILING and handling operotms. PRECAST CONCRETE & Hale ' Payment for Piling shall be made in accordance with detail shown above. PRESTRESSED CONCRETE • Reinforcing steel shall protrude into . substructure on/ where shown }• n n _ substructure debug , in which case piles may, be cast 10' short of pajment r length with reinforcing steel protruding from the top of pi/es / or they may e gp,lu e 'A be cast to fu// payment length (or sligMfy more far Precast Concrete Piling rte o ;, �,s aD�� '..2 [•�+4M 4N_. o Rev. 583• if desired by Contractor), and cut back after driving to expose rein - a pew. 5- BC(Ov/sl• Ns/e) ,^ '+o '�✓+++ .• forcing steel /0'. a Rev l2 B4(Slrpbeeb soh) "'�2 HARRIS 802n 12 A 07 Rte✓ 3-BB(Gne. . piles shall be dripped back t0' when fhe side cover from the edge of pile to • the edge of cop or footing is less than 4 " offer driving. See table for pint opening at 7O° Sleet Section ® BS 4OO ' it II ff �� Conforms 10 slob surface ` / / / / It II BOWMAN & ACME CORP. I I 11 = Faceof f R itt Bs 3OO = Face of Porapel / / / _ rg = I I I I WATSON = i 1 11° or or Toe of Roil _ or Tae of Roil II II May be fabricated to I I II Curb. //� or Curb. I I I I ' • BRG INDUSTRIES INC. q = to" Max. Raems to I I I I ! ! ! it It c Joint. I I i t cut B Vulcanize sect Or 1/ 11 I I ll = 0 R Break Point / / ! I I I J - — 1/2' 4xO'- 6" Stud Anchor II 300E _ i / / / II 11 •q . a(t // / / Miter B Weld / � ! ! I . ; I Y " 4 x O'• B" Stud Anchor ° (a) 1'- 6" c-c max. ° — — (� I'• 6" c•c max• . ( 'tic ?? Holes for o ` � I I �4d'4 Erection Bits 'II • SECTION . THRU STRUCTURAL ACCESSORIES INC. Extrusion or / / / Extrusion or I 4OO L // / / / �� Frame Roil �� (( Frame Raii � • WATSON BOWMAN Sc ACME CORP. NEOPRENE SEALS OS BROWN COMPANY // io 11/rl fl t1 STRUCTURAL ACCESSORIES INC. • D S BROWN COMPANY SKEWS WITH SKEWS WITHOUT NORMAL SLAB BREAK SLAB BREAK• BRG INDUSTRIES INC. NOTE: Steel sections shall be shipped in convenient Ienghis (24'-O" max., 1O'-O" mint One shop splice will be permitted in each shipping length provided no piece is less than 2'-O" in length and PLANS END CONDITIONS sufficient studs are added to limit the stud to shop splice distance to 6° maximum. Shop and field splices shall be made by butt welding with areas in contact with preformed joint sealer to be ground smooth. Face of Parapet , Corresponding sections eholl be mol:h marked and bolted together for shipment. Toe of Rail or Curb. Al! steel parts are not to be pointed or primed unless designated elsewhere an the plans. GENERAL NOTES : i½______ 1/2 Sealed Exp. its. shall be provided in the size and at all locutions shown on plans. Shop fabrication will be required at all intersections of cross slope 3. and at break points. NEOPRENE STRIP SEAL a r . ' '. '. . 4 . provided AI spiices, o continuous ground smooth weld shall be except on 3" JOINT 4" JOINT all surfaces in locking contact with seal which shall hove no burrs. MANUFACTURER STEEL SECTION ® Seal Joint Seal Joint Type Ope.... .... . .. ing Type Opening Corresponding sections of Sealed E%0 Jls. shall be temporarily SECTION THRU SLAB shop assembled , checked for lit,.and match marked for shipment, Watson Bowman B Acme Corp. Type M Extrusion S3OO 1. 7 $ S4OO 1 . 75 ( HIGH SIDE ) Erection holes, ll required , shall be punched so as to line up when Structural Accessories Inc. Type SCII Extrusion 4OSS 1 . 75 5O55 1 . 75 Sealed Exp. Jis. ore In their final position. Erection bolts, if used, shall D S Brown Frame Roil SSCM 3OOL 1 .75 4OOL 1 . 75 be cut off flush with extrusion promptly oiler the concrete in the latter BRG Industries Inc. Type W 'sF Bs 3OO 1 . 7 5 BS 4OO 1 . 75 . . of the two placements has token Initial set. ® Shope of extrusion shown is typical. Variations Stud anchors shall be electric arc end- welded with complete fusion. depending on manufacturer are permissible. The neoprene seal shall be continuous and included in the price bid • ' Type W to be 2.75 inch by 3. 25 Inch and - for Sealed Exp. Jt. s/e Inch minimum thickness. u ' Face of Porapel The Contractor shall arrange for securing the Sealed Exp. JI, in position, Toe of Roil and placing to the proper grade and alignment by welding braces to adjacent :y_. ; . slab steel, to prestressed beam stirrups, or to anchors cast in concrete diofrom,. Cost of temporary bracing is to be included in the price bid for Sealed Exp. JI. Toe of curb ,2- See Spun Details L. rs" fl STATE DEPARTMENT OF HIGHWAYS for curb height............ . ... .... .... . 0° Extrusion or Frame Roil 6O° Extrusion or Frame Roil AND PUBLIC TRANSPORTATION 1 ( • 16c Extrusion or Frame Rail o o SEALED EXPANSION JOINT I , 1 DETAILS Reduce i} curb height Remove oil burrs which will be in - is less than 6' . Miter B Wel Miter B Weld ® WITHOUT OVERLAY 3 A contact with seat Prior to making s .. . , s : splice. • ' . . . . . . . '. . . . . • Miler abd•weld 3 SECTION THRU SECTION THRU a SEJ -° S ( I ) p"iciwA p°." "p pert MARCH 1983 ,.•••.r, ':,.sfl • • •,b " ' See span Details for slab and SECTIO N T_HR�1__- BARRIER RAIL OTHER PARAPET RAILS 0- 09 Pev. 18] ISCt1 / 12 6 NN9 ) M ° ^ 5 Son Details (or slab SIDEWALK Pev.O-0910kma1M1., oplpn Re.. io-Bs Rfltev. I -BS(Ad uUspa.l sidewalk construction joint if permitted ( LOW SIDE ) ( LOW SIDE ) Rev- e -uoi1amqus mo Cs wn) p- :: JCw0RG wf IO o6p p°` s-aetnia= opa HRR5 ••• A "lZ ° yq (LOW SIDE) Re"2.92ISM1Ipt @. sdwik. sect 2'-0' OR MORE USUAL 10, 12 % ' N POST SPACING OF 6' - 3' MAY BE USED ON THE DOWNSTREAM •� II r (F .4A TRAFFIC FLOW STANDPOINT) END OF MBCF PLACED 31� . 13° 1 " POST DOLT 2' 41/ ' 41/ ' 2 1 ON ROADWAYS WITH ONE-WAY TRAFFIC OPERATIONS. GUARD I • x 1 1/2 ' _ I SLOT VARIABLE RAIL SLOTTED 1 f % ' HOLES 3p . 2h TAS OPTION & 25 MBCF FLARE AT 25x1 HOLES � � m O IN PO5T ; ( id _� I... ] % AND SPACER 1I _ 25' 2 SPAA_CEESS ATT11210 6' N I - 14 • WG % 9 SPACER SPACER 1 TERMINAL ANCHOR SECTION MBCF LENGTH OF NEED _ - LESS THAN W6 X 9 STEEL I "O ' 30 ' COVER LINE POST STEEL LINE POST BAC%-UP CONNECTION TO PLATE I I Itn I I % • CULVERT SLAB DO NOT USE I O I ) � T MUSE WHEN THERE WASHER Ifl' X % ' % 6' IS LESS THAN BETWEEN SLOTTED I GROUND I lit LINE CONNECT TO TERMINAL ANCHORS CONCRETE TRAFFIC BARRIER, FILL K A36 STEEL PLATE 38' COVER OVER BOLT HEAD '-I - HOLES 5- - TERMINAL ANCHOR WINGOALL, BRIDGE RAiI. OR APPROVED ENO TREATMENT ASD CULVERT SLAB) AND RAIL % I ,/ • POST AND ANCHOR SHOWN IN. THE PLANS, LAP END SHOE IN ACCORDANCE WITH CULVERT ' 111/ . p ' A, / ELEMENT POST DIRECTION OF TRAFFIC, SLAB � Ii - HOLES -„---/ ALIGN SLOTS I ' 1 %6 ' - OF BACK-UP ELEVATION PLATE 4 RAIL S TIE, A30T BOLTS W/WASHELD POST DIRECTION _ BOLT LENGTH- SLAB A 2' FIELD (13/1 HOLES) 6 ' X 6' X 14 ' CLIP TOPSIDE WASHERS IF A36 STEEL PLATE POST CONNECTION OF TRAFFIC POST DOMED OR TREATED TIMBER POST OWED OR W6 X 9, 0 POLLED NECESSARY TO CLEAR WELD. STEEL POST ////�� SPACER //////�� 10'BEVELEO EACH SPACER TO DE OR WELDED STEEL RAIL SPLICE T 10'BEVELED , -� ATTACHED TO POST LOW FILL CULVERT POST MOUNTING OPTION NON-SPLICE STEEL POST ONLY WITH TWO % ' BOLTS, POST AND 14 ' NOTE OTG STAGGERED SPACER - SEE GENERAL NOTES ONE % ' BOLT ONE % . BOLT VARIES I ' - 0' O ° AND BOLT, WASHER THE EXACT POSITION OF GUARD FENCE SHALL BE AS SHOWN ELSEWHERE ON THE10 A PLANS Q WITH I It ' 0. 0. WITH I ' O. D, HEX NUT. �A ' POST BOLT 6' 6 ' 5Scli M-GOTH CONNECTION WITH OTHER FENCEEORESSHALL OE FAILING AS BROWN WASHER 4 NUT. WASHER 4 NUT, 01 A. HOLE IN WASHER HOLE IN DIA, (Y4 ' X 11/2 • I1Y 1, 1� '. ELSEWHERE ON PUNS. - -= POST 4 SPACER WIN. ) POST 4 SPACER <MIN. ) SLOTTED HOLE SPLICE BOLT 2, T THE OPTION OF THE CONT86CTON THE RAIL ELEMENTS FOR THE GWRO FENCE UST BE ^ OPTIONAL) HOLE IN �T SLOT BE FURN ISHEO IN EITHER 12 OR 25 FOOT NOMINAL LENGTHS WITH POST 00.7 "1 POST AND SPACER {(y(�H-- 11 ,A• x 2 %• SLOTS FOR CONNECTION TO PO 1'S. 3 _ OVAL SHOULDER f 1111111111 ��6 ' S, BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH THE FULL THICKNESS s 3 BUTTON HEAD V OF THE NUT AND NO MORE THAN • BEYOND IT. zVAR, 2' TYP, BASE _ VAR. 2' TYP. BASE o .. VAR, 2' TYP. I BASE CROWN - CROWN CONNECTOR DETAIL BACK -UP PLATE 4, THE EGTOP OF EDEATuiNINAL OFC10' AS AND ALL STEEL FITTINGS TNEPEGI SHALL CROWN 2 SEE NOTE ? EDGE OF (% ' HEX BOLTS REQUIRED 5. ERE SOLID ROCA IS ENCIXMTERED OR WHERE SHOWN ON THE PLANS, E 01 AMETEK SNWLDEfl FOR TERMINAL CONNECTOR) OF THE HOLES SHALL BE APPROXIMATELY 12 INDIES. THE BAC%FILLING SHALL EE O NEUTRAL AXIS ITH A COHE5IONLE$5 MATERIAL, AND EMBEDMENT DEPTH SHALL BE I ' -6' CR l%CRE u _ i EDGE OF o - AS DIRECTED BY THE ENGINEER. TIMBER POSTS SHALL NOT BE SET IN CMCRET-°. MODIFY 6. THE TERMINAL ANCHOR POST SHALL DE SE( IN CLASS 'A'. 'B' OR 'C' CCNCRETE IN Q �m • P SHOULDER O Q� - SLOPE 3 ��----� 3 ' OROANCE WITH ILEM. CRETE FOR STRUCTURES . ON SET IN CONCRETE IH APPROX. BCORDANCE WITH ITEM, 'CONCRETE PAVEMENT'. CONCRETE SHALL BE SUBSIDIARY MODIFY MODIFYBASE NOTE' 2 6' TOCTORAAE SITEEMM REQUIRING CONSTRUCTION OF THE TEPU INAL RAIL SECTION AND I EASE I EDGE OF SLOPE BEVELED 45 OTCP > , X 2 'i SLOPE 1 SHOULDER STEEL POST MAY BE fL RAIL POST BOLT SLOT 7, TIMBER POSTS NAY BE BEVELED AT APPROXIMATELY 10 DEGREES ON THE TOP OF BOTH I USED IN LIEU OF DNOS WITH NIGH SIOE OF TOP OF POST PLACED TOWARD THE ROADWAY OR THEY ANY SOVARE TOP POSTS. NEUTflaL 3' t4 ' 14�'�' 2• BE DOMED, EON BLOCKED 01I THE UPPER PORTION OF THE POST SHALL BE I I AXIS 3 T f"f' rT[NEO VY ' PROVIDE FLAT SURFACE FW TIMBER SPACER, TOLERANCE OF ' W6 X 9. 0 X 5' - 6 ' LONG RU WILL BE PERMITTED OU THE NOTCHED PORTION OF THE POST. ROUTING THE i ( TluflE0. SPACER lUY BE USED IN LIEU OF NOTCHING THE POSE. a � � t___ 00 NOT USE (- WASHER _ _ _ I i Y M 8,• ANAHCFIOn AP ILO LNENRAO SPLICE SI YI Lafl R THE CONSIST OF BETWEEN I I I I `-T . IMIN. DMA. ) — BOLT HEAD 9. a ELESS NIIST10N WILL BE REOU IRED IN INSTALLATIONS HAVING A CURVATURE � 7 ' (NIN. DIA. ) I i AND RAIL 1 F LESS THAN ISo• RADIUS. WOOD LINE POST STEEL LINE POST 1 ELEMENT • IC. POST SPACING WILL BE 6' -O • EXCEPT THAT THE FIRST POSE WILL BE 25' CM W000 LINE POST I 1 ' DIA. HOLES THE TERMINAL ANCHOR POST AND THE NEXT TWO POSTS SPACED AT 12' -6' WITH A (BLOCKOUT ) (BLACKOUT ) g 3' x 26/X; SLOTS fiM OF B POSTS ADJACENT TO STRUCTURES SPACED AT 3 -I 'h'• (j, POST EIGHT REQ SPICE I1 . THE ,R POST TEEITHER CONNECTORS NH OUST BE USED WITH EI OPTIONAL TERMINAL POST CONNECTION DOLTS REQUIRED fL BEAM ACHOR POST. EITHER ANCHOR POST MAY BE USED WITH EITHER CONCRETE ANCHOR. NOTE iO I WHERE A NOMINAL LENGTH OF S' - 6' IS SPECIFIED AS ACCEPTABLE ELSEWHERE THE HIGHWAYS WHERNER E FUTUROULD E ACP PY THE OVERLAYS ARE UNLIKELY ONLY ONELEMENT 12. CROWN WILL BE WIDENED TO ACCaA oATE GUARD FENCE, IN THE PUNS, THESE DIMENSIONS SHALL BE REDUCED BY Or . 6 . WOOD POST TERMINAL CONNECTOR 13. STEEL POSTS SHALL BAA W6PWPLATESRSHALL BE PROVIDED SPACER 1 - 3 £ 10 GAGE MININUMI INTERMEDIATE (NON-SPLICE) STEEL POSTS. PROVIDE 4 ADDITONAL HOLES IN END OF TERMINAL RAIL SECTION 4. WHEN BLOCKOUT4 . GUARD FENCETIM IS SPECIFIED ELSEWHERE I IN THE PLANS.B O r1 TERMINAL f2, SLOTTED HOLES 6' 6' 14 ' TREATED TIMBER SPACER OF YELLOW PINE SNAL1 BE USED WITH EIGHT % , X 2 ' HEX BOLTS WITH ® 1 ml RAIL WOOD POSTS. WASHERS ON THE TERMINAL RAIL TL SYM. AB' T fL 2% ' % 1 '/6 15. UNLESS OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF (TWO I Y4 ' X 3/16' X I ' - 2 y4 ' PLATES CURBS SHALL BE BLOCKED OUT 50 THAT TILE FACE OF CURB IS LOCATED DIDE RECTLY MAY BE USED IN LIEU OF WASHERS) . 1 1 TERMINAL 10•% 1/ '% 1 ' - 7 %3 ' SS.�� ° q A 1 11/4' INSTW LE BEHIND THE FACE OF RAIL. LOLL PLACED OVER CURBS SHALL ES ELOWOR SO THAT ENE POST BOLT IS LOCATED APPROXIMATELY 21 - INCHES ABOVE THE GUTTER PAN OR ROADWAY SURFACE. � S HOLES S SP ' 1L1.2.•.•,- 12 2r O O I6. ELDED STEEL POSTS AND SPACERS SHALL MEET THE REQUIREMENTS OF ASTU A-769, 70° 2• AT 4 1/A, GRADE ' t � NEVTRAL THE FLANGE WIDTH AND THICKNESS. WEd TNI C%NE55. D DEPTH OF WELDED POSTS GRADE 2 ANDWSPACERS SHALL EQUAL OR EXCEED THE DIMENSIONS OF A STANDARD ROLLED ERMINAL _ 3/1 CONNECTOR 26 3 1l • h • Lii 1T, STEEL P05T5 AND SPACERS SMALL MEET THE REQUIREMENTS OF AStl1 A-36, 8011 TOP OF �I�' 6� 0 I�• (SEE DETAIL) T^ MOLES SHALL BE APPROxi uaiELY CENTERED BETWEEN NEB ANO EDGE OF FLANGE OF ANCHOR a ?�F SPACERS AND POSTS. r .:TI. '� .. , N 1211; I TOP OF 1 1 ' DIE. HOLES. 4-% ' IB, UNLESS A ILBDIOTHERWISECOVE THE SHOULDERAEDOEN (OR SHALL EXCEPTWTHE 2H THE TERMINAL L 6 ' X 6' X %16 MIN. WD X IB pNCHOR HEX ANCHOR DOLTS N NOTE' ACTUAL SECTION MAY DE ANCHOR SECTION AND ADJACENT 25' OR YBGF SHALL BE FLARED AT 25+ 1 iLCNGITUDI- X I ' - 4 34 ' BENT TO 0° 6 (2• - 4 • MIN, ) WITH WASHERS SLIGHTLY DIPFERENT ARK IATERAI) TO FLARING a E. OFFTER INADErLEAN HORSED ANCHOR AND $' ROOFTHE11 HEANCHOR IS X S/16 ' WELDED TO 700CR WS X IB •—• N THE MANUFACTURER, OPTIONAL FOR ONE-WAY TRAFFIC CONDITIONS Ox THE DOWNSTREAM END OF GUARD 12 X 1 ' - 4 Y4 ' X 1/1a (2' - 4 ' TERMINAL CONNECTOR FENCE, PLATE BENT TO TQ° MIN. ) SECTION THRU GUARD RAIL 19. WASHERS USED WITH THE EIGHT 5/B' SPLICE BOLTS AND NUTS THAT ARE OVIOEO FOR TERMINAL CONNECTORS AHD/OR TERMINAL ANCHOR POSTS SHALL BE NOTE. THIS POST REQUIRES 4 ADDITIONAL HOLES (SHOP OR NOTE. THIS OPTIONAL POST REQUIRES THE USE OF THE 10 GA. AND BACK-UP PLATE I ,OVI PROVIDED OR I ' I . D. AND 2' O. D. x , 134' ANSI 827. 21 NARROW FIELD) IN THE WASHER TERMINAL RAIL NEMBHR WITH EIGHT TERMINAL CONNECTOR WITH FOUR %* HEX BOLTS FOR TYPE A PLAIN WASHERS. i . BOLTS AND WASHER PLATES AS SHOWN FOR ATTACHMENT, ATTACHMENT TO THE ANCHOR POST, 20, BAC%IUP PLATES SHALL CONFORM TO THE MATERIALS AND SAME GALV&N121 NG REOUIREMExi5 SPECIFIPAIATL ELEME RAILT ELEMENT, AND SHALL BE OF THE SAME NOMINAL THICKNESS AS THE TERMINAL ANCHOR POST OPTIONS D. PERMISSIBLE 4ME DIRECTI.IH OF SQUARE PUNCHING 0.AIL TERMINAL GUIDE HOLE, 3L) ' 3/ ' X2 %2 ANCHOR POST MAX, (TYPICALI TEXAS DEPARTMENT OF TRANSPORTATION TEiUNINAL ANCHCR POST NOTESI EITHER POST EITHER ANCHOR,Y DE USED WITH SLOTS ii NO CONSTRUCTION JOINT IS I ] 6 / ' II ALLOWED IN THE CONCRETE ANCHOR. II Il IB' pip, ROUND61/4 • 6' - 3 ' 6' - 3 ' 16 v, • TAL BEAM GUARD FENCE 30U II ' SQUARE x TERMINAL RAIL MAY BE BOLTED TO BY 5' - D' DEEP 2' - 4 ' DEEP POST AND IN TWIST POSITION PRIOR • I' SQUARE II OR 36' DIA, TO PLACING CONCRETE ANCHOR. OR I6' I B I Ii II ROUND (MIN. ) BY 5' - 0' ca 4 1 4 BY 2. _ 4 • UPPER 10' IMIN, 7 OF ANCHOR POST DEEP ANCHOR 010 Ir a DEEP ANCHOR MUST BE GALVANIZED, in I! iI 1 I 4 I ' MBCF - 9 I _ ! o MIPLACE IF CONCRETE ANCHOR IS PRECAST, THE AREA SHOULD BE COMPACTED x�i x I 'IC SLOTS y, �41/• AS DIRECTED BY THE ENGINEER, �.w. l ,Ill Ala PN ry1PIC? WREN PLACED IN THE FIELD, ELEVATION OF NOMINAL TE%AS A1H q2/ 1 PPrt I rP FACE OF POST -OX, OX fL OF ANCHOR 12 I/2 FOOT GUARD RAIL PW.N Part. I .rt .06 w. TERMINAL CONCRETE ANCHOR OPTIONS (25 FOOT SECTIONS MAY ALSO BE SUPPLlED) st P/Ir 020 ,1. P3 DIVISION OF HIGHWAY DESIGN ID-a, A-9 8 ° x 5/a , x B • OFFSET STRUT ss GENERAL NOTES BEARING P O MBGF LENGTH OF NEED I . THE POSTS REQUIRED WITH THE GUARDRAIL EXTRUDER GUARDRAIL EXIT SLOT TERMINAL SHALL BE TIMBER POSTS. MODIFIED CABLE DEEP BEAM GUARDRAIL SR ( T DA. WOOD POST O AWAY FROM TRAFFIC ANCHOR CR ( TYP . 4 PLACES) ' - 2, ALL BOLTS, NUTS. CABLE ASSEMBLIES, CABLE ANCHORS AND BEARING PLATES, SHALL BE GALVANIZED. GUARDRAILII II C - EXTRUDER GE 3. WHEN THE GUARDRAIL EXTRUDER TERMINAL IS SPECIFIED 2 '- II/Z " DEEP BEAM GUARDRAIL AR AS THE END TREATMENT FOR A MBGF INSTALLATION, THE MBGF WILL NOT BE FLARED, UNLESS IT IS PLACED PLAN END PAYMENT FOR G. E. T. INSTALLATION (EA. ) OVER A CURB. IN SUCH CASE, A 2511 FLARE RATE BEGIN PAYMENT FOR STANDARD METAL BEAM BEGINNING AT POST 0 AND ENDING AT THE EXTRUDER BI EAKAWAY CABLE WILL BE REQUIRED. THE 7 ' DIA. WOOD POSTS WILL TERMINAL ( BCT ) GUARD FENCE (MBGF ) (L. F. ) ALSO REQUIRE TIMBER SPACERS IN ACCORDANCE W1111 ABLE ASS ' Y © THE MBGF STANDARD DETAIL SHEET. THESE SPACERS C . TRAFFIC SHALL BE CONSIDERED SUBSIDIARY ITEMS (SEE DETAIL A) . DO NOT ATTACH RAIL TO POST AT THIS LOCATION 4, A TYPE II OBJECT MARKER, IN CONFORMANCE WITH THE TEXAS MUTCO. SHALL BE MOUNTED SEPARATELY WITHIN 6 g FEET OF THE FRONT OF THE EXTRUDER SUBJECT TO THE 6 7 O STANDARD MBGF WOOD POST ® 1 1 ) Q Q 6 ' - 3 ' 6 ' - 3 ' I I APPROVAL I OF THE ENGINEER. THE OBJECT MARKER SHALL I Y Be . 3 • 6 ' - 3 ' 6' - 3 • 6 ' - 3 ' 6 ' - 3 LINE POSTS BE SUBSIDIARY TO THE INSTALLATION OF THE GUARDRAIL 6 ' 3 ' EXTRUDER TERMINAL. DIA. x Z ' LO. ( 8 OVAL SHLDR. I 8 OVAL SHLDR. HEX . HEAD ( . BUTTON HEAD II BUTTON HEAD BOLTS W/WASHERS I S/e DIA. x 5' 6 ' DIA. x I I// ' SPLICE C 5/a' PIA. x 11/.( ' SPLICE FOR RUBBER PADS LAG SCREWS /e I BOLTS & NUTS A B BOLTS & NUTS ri I1 Itl ; 1 , iii It ' f LS I 1 , .S'JaC5P. i ( i Ili L4 ii ii it 4 ` - I o �) ;=� 1--i ' N BILL OF MATERIAL ' �_I Li , - M ITEM OT Y. DESCRIPTION CR _ I�_, `, Li C T V2 x 7 I/z ' WOOD POST 1 DIA. POST HOLE WITH UA 4 '5 ' A " B % ' DR. x 8 ' BOLT & NUT WITH 13'x ' DEEP BEAM GUARDRAIL 12 GA. x 25 ' -0 • OFFSET STRUT LSS ELEVATION 0. D. WASHER UNDER NUT ONLY AR I CONTINUOUS SECTION POSTS DOMED OR 4 7 • DIA. WOOD POST WOOD BLOCK WOOD BLOCK 100 BEVELED WOOD POST O OC I BCT CABLE ASSEMBLY . 8x % x8 5/8 • x B • _ DEEP BEAM GUARDRAIL SR BEARING P PIPE SLEEVE PS _ _ _ _ /'T_ CR I MODIFIED CABLE ANCHOR BCT CABLE O 5/G ' DIA. x I6 ' LG. •I c_ OD I Be x 5/e ' x 8 ' BEARING R 1 ' HEX NUT & WASHER 511/Z ASS ' Y . C HGR BOLT WITH DI EACH END HEX NUT & ( 1 > �' DI A. xIO ' 7OIL _ _ e O 4 S. T. OFFSET STRUT SS WOOD POST O O 8 ' x 6 ' x 3i5 ' x" 4 ' - 6 ' LG. (WASHER UNDER NUT) LG. HEX. HD. = BOLT & NUT F z GE I GUARDRAIL EXTRUDER GROUND LINE O3 WOOD BLOCK 5 %z ' x, 7 , l/z ' x 14 ' 3'; DI A. xIO • LG. HEX. J o a L5 2 LEG SUPPORT HD. BOLT & NUT z a a W/2 WASHERS 25/e ' DIA• o PS I PIPE SLEEVE oI 5/e DIA . x 7 ' LG. HEX. BREAKAWAY _ 5p 4 SOIL PLATE 18 ' x 24 • HD. BOLT & NUT HOLE t° O G SR I CONTINUOUS SECTION DEEP BEAM GUARDRAIL 12 GA. x 25 ' -O ' SOIL PLATE SP 55 I OFFSET STRUT - 8 ' x 6 * X S{,6 • x 4' -6 ' SECTION C - C TEXAS DEPARTMENT OF TRANSPORTATION STEEL TUBE QG PARTIAL SECTION A - A SECTION B - B ^ PARTIAL VIEW AT POST I , (AT POSTd3 2 ) (TYP. AT POSTS & z4 ) NOTE `1 1 WHERE A NOMINAL LENGTH OF 5 ' - Be IS SPECIFIED AS ACCEPTABLE ELSEWHERE IN THE PLANS, THE DIMENSIONS SHALL BE REDUCED BY 0' - 6 • . GUARDRAIL EXTRUDER TERMINAL 25 ' AT 2511 FLARE RATE TIMBER SPACERS REQUIRED IN ACCORDANCE WITH THE DETAIL S MBGF DETAIL SHEET SHALL BE SUBSIDIARY . FACE OF _�_ GET - 9 I A ' 112131 CURB �' I ba = II 1 DETAIL A 016. ITEXASI I A)N921 / 7 H I49 VAtr I I on. I111ZE. � I .u: .., PLACEMENT AT CURBED LOCATIONS i 1 il, .ow l7, 9 IVP , DIVISION OF HIONx.AT DESIGN 10-81 A-5 GENERAL NOTES I. CHANNEL SECTIONS AND ALL STEEL PLATES SHALL CONFORM TO ASTM X30'- 0" DESIGNATION A36. Usual 20 -0 Minimum 2. BEARING PADS SHALL BE MADE OF AN ELASTOMERIC MATERIAL WITH A 23/4• R 22/d R HARDNESS OF 70 DUROMETER AND ARE TO BE EPDXIED TO BARRIER UNIT AFTER CASTING. BI/2 t 44 1 t/4 3. ALL CONCRETE SHALL BE CLASS A, C OR H. _. . I - o12 4. ALL LONGITUDINAL REINFORCING STEEL SHALL BE GRADE 60. ALL VERTICAL •1 REINFORCING STEEL SHALL BE GRADE 40. LS x 9.0 n<Aorge late I 1 EACH BARRIER SHALL BE DELIVERED WITH 2 CHANNEL SHAPES (C5 x 9O) (See Dclail 2) I 8 - #5 Bars - o- - 5. AND(see Derail N ,—Bon R 1 - - - - - Y1 BARRIER HO BE PLA ---------- flsl II / 1 t '"Os 6. WHEN BARRIER IS TO BE PLACED IN A CURVING ALIGNMENT, THE CS x 9.0 I CHANNEL SECTIONS MAY BE HEATED AT THE MIDPOINT AND PRE-BENT. 5• s 161/2 xle, 2" c�1 pL r-----�c -----�- j 1\ i _ 7. ALL C5 x 9.0 CNAN!IELS SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE Beoring Pad Clr. I�-.i _- --_ I —T— 10' L87�is / TO ASTM GESIGNATION A123. BOLTS, NUTS, AND WASHERS SHALL 6E HOT-DIP 1 GALVANIZED TO COI:FORM TO 45Th DESIGNATION 4153. Io �— '0I —� v. 1 - 2 /i I • 8. 2" D LIFTING HOLES SHALL BE FORMED IN EACH SECTION OF CONCRETE �� ' TRAFFIC BARRIER. THEY SMALL BE LOCATED 1'- 5" ABOVE THE' BASE, _�- 5'-O" FflGM. E4CH EIIO AND AT THE NIO-PoINT. _---_=--- ' I -'�"� I �-- BAR R BAR SR BAR SR BAR TR 9. REINFORCING STEEL, BOLTS, NUTS, WASHERS, CHANNEL SECTIONS, AND • - - Z I ) ANCHORAGE FLATES SHALL BE INCLUDED IN THE PRICE PAID PER LINEAR ) I (--__ — (*6) (*4) (i)4 ) (4*4) FOOT FOR CONCRETE TRAFFIC BARRIER. • Chamfer (Typ.) I 10. WHEN SERVING TO CHANNELIZE TRAFFIC IN NIGHTTIME SITUATIONS, THE BA SU2 - 11/06 x 1'-9' Bolts (A-325), 1 Nul and 2 Washers for each Boll. THERUS SHOULD AE D LIGHT IN TOLCR AND SHALL BE ON MA KINGSO BY I I 'Note: A-321 Thrd. Rods may be used, lack welt Nuls to Rods. THE USE OF H AS CELL DELIORS c f1 OR ICAL FANS ATIDN fMRKING$ OR T Note Length stall be 30' unless DEVICES SUCH AS CELINEATORS OR VERTICAL PAI,ELS. 1' - 01h° 14h' otherwise shown on plans or Ii. WHEN DIRECTED EY THE ENGIrIEER , A I/Y THICK (NOMINAL ) GROUT Q- 1,410 Pipe Sleeve directed by the Engineer, LEVELING PAD MAY BE REQUIRED BENEATH THE 6ARRIER V/HEN IT IS PERMANENTLY INSTALLED CN THE ROADWAY CROWN . PLAN VIEW (TIP. BOTH ENDS) 6" 6' 4" 2 Soa.@ 41/2' . 4 9 a.(a 6° *Bars SR a TR SpanE 24" e-c 'Max. q. . 4• 4t-- !4 A 1• R I" R 8 - #5 Bars (TYD�) NI 11/ • -- Bars SRI ) ' 8- #S Bon Bar SR2 �t2 12 Bars SR2 I I — Bar SRI 1 14" Typ !0• Ike •j y0"q mI I ( R TYp. II ( ' BarsIT BV6 CM II ban R • f)— #5 Bars B s 0 / . 12 — _ (� I2 Bar TRI C, , I ' - -- - - - 2 ball — - - — __ — _ — I'ceors TRl I 1 Roodwa / 112 � C5s9 �� Roadway- j -- - ---) 12 � I ' L T r- - ' r Surley BI ) Surface Anchorage Plo to (See Detail 1) LS x Dtt Anchoraq I Plate II/8 I BI) CS x 9.0 (See Detoll 2) (See Detail 2) !see Detail 1) itA" Dpipe 2. Sleeve 2• 2'- 3' 3'_ B• ' I 4'-0" Drain Opening 4ati 1' - 61/e it 44•a ' Note, 2'- 3' SECTION B - B lADrainage openings in the border shall be provided only where it is nccessorY to Tr occainmodale a flow of water Through the barrier. Approval of tit Engineer shall be obtained 1or location of drainage openings. Al ON other locations the , *Draft Bare TR, at drain openings and ELEVATION drainage openings shall be omitted and the barrier cast solid• SECTION 4 — A, field cut Bars SRI to clear drain openings Where drainage openings arc required, there shall be three 4'-0" openings by 11/ . (TIP. BOTH ENDS) in each, 30 section, one of which to be centered within the length of the barrier. *APPROXIMATE QUANTITIES FORA 30 Ft SECTION CONCRETE I Cl' 3.27 REINFORCING STEEL LBS 390 2' - 6 31/2 41/2 4 /f 34' . ADpraxlmalt weight per fool is 442 Lbs- j I - 2' 3" j 3' 3' 3' 5 ��itt6 2 - 1 e' D x 1111/IS Long Holes 546 — 5/s * Fot Contracloti Information Only. q" 4 '2" 1' R I ) I TYR _ III SAND rUBtIC DUAITµTRANSP0[TATI0N(MT OF YS -Fi- -1-F G- CS x __ _ — 4-P -H- �q'' + + G AochomIs Plal< ": I I I DISTRICT - 12 __._ .-_ - CONCRETE TRAFFIC BARRIER 2 - 13/" D Ball Holes— PL 2 x 4' * 2'- 6" PORTABLE AND PRECAST DETAIL 2 CTB ( P & P) DETAIL I Seal. 1984p1w ATt 1e" RNp [X4° " ] AOOEO NOTE a lure C M Ck OW MGA REV 4,s GROUT 6CJWTT xr. tes voe " REV.02/14/90 NOTE It Growl s12'r' totel sit oa9 /{GO $TO C-3e� xcc 30'-0" USUAL . SEE CTB (P & P) 86'-6" LENGTH PAID AS METAL GUARD FENCE * MG b F 9I GF (TD) e- PAY LIMITS FOR CONC. TRAFFIC BARRIER CTB (P & P) TRAFFIC SIDE TERMINAL RAIL SECTION IS TO BE 1 O" TRANSITION FLARED END TWISTED THROUGH 90 IN THE FIELD PLAN • THIS DIMENSION MEASURED TO BEGIN OF APPROACH CENTER SPLICE WHEN SPECIAL m CTB (P&P) TRA END SHOE L IS USED " If RAIL FOR PAYMENT 30'-0" USUAL ¢. JT. (SEE CTB (P & P) 25' 0"• 12'-6" 2 SPACES 0 8 SPACES a SEE CONC. TRAFFIC BARRIER (PORTABLE ANOPRECAST) FOR DETAIL TOP OF STEEL BEAM 6 -3t2 -6 3' ) yz' GUARD FENCE 4(200 (TYPJ \ • I t II I I I -1 1 1 1 I I 1 1 1 1 I I 5 _O" I JOINT (SEE JOINT DETAIL) 8 �) Ii II 1 1 I I 11 Ii y-0° 10'-0" 10,_p � rl i per TERMINAL ANCHOR PO5T II •",J�L�-W000 LINE POST -:-_�_{--" Ii Ii I I II 1 . 8 I I 1 1 I I I i I I �'.VhJ u i �� J • J i � i � i � a GENERAL NOTES i I tl 1 ELEVATION I. USE A.C.P. THICKNESS AS AND WHEN � gl P 0 HOLES FOR I" 0 X 18" TIE BARS CAVED FOR IN PLANS. I� 9" FOUR TERMINAL I G 4 I CONNECTOR BOLTS 2. SECItONS PA OF RAIL MEMBERS OF I-d G l IF O E APPROVED B4 ENGTH THE EMAY BE NGI EER, SUBSTITUTED NOTE . : FOR 0 RECESS 3. AT THE OPTION OF THE CONTRACTOR THE • PROVIDE 4 ADDITIONAL . SHOP OR FIELD FOR BOLTS • RAIL ELEMENT FOR THE 'GUARD FENCE MAY BE DRILLED HOLES IN END OF GUARD FENCE _ FURNISHED IN 25 FOOT LENGTH WITH 'FOR ATTACHMENT TO TERMINAL ANCHOR POST. _ _ - - - - POST BOLT SLOTS FOR • 5/e" DIAMETER RAIL. MEMBERS MAY BE BOLTED TO ANGLE AT _ __I.. - BOLT ANCHORAGE TO WOOD LINE POSTS. TERMINAL ANCHOR AND THE ASSEMBLY 5. THE TYPE OF END TREATMENT SHOWN POSITIONED TO PROPER ALIGNMENT PRIOR TO SHALL BE USED UNLESS OTHERWISE SHOWN PLACING CONCRETE AROUND WBX1? POSTS. 1--: _ _ _ ON THE PLANS. I 1-3/4 ' TYP. 6. FOR METAL BEAM GUARD FENCE DETAILS • — SEE K8 CF 91 r G6(TD) STANDARD • CTB ( & P) 11/I° 0 6" 7. WHEN JOINING TRAFFIC RAIL T-501 TO I/4' ø PIPE 41/i' Ir'1/z" PIPE I)/e„ CTB (P&PI '5 THE TIE BARS SHALL BE SURROUNDING BOLT BOLT _ GROUTED BY THE PRESSURE METHOD WITH 12"G BOLT R _ A A MIXTURE OF TWO PARTS SAND AND ONE TS RAIL PART CEMENT WITH ENOUGH WATER TO (SEE DETAIL 11 5'X12"X 1/4" A MAKE THE MIXTURE PLASTIC% GROUTING _ _ BEARING I/ ,° VERTICAL TAPER OVER . SHALL BE DONE IN A MANNER THAT WILL ANCHORAGE E _ _ ANCHORAGE IC• ASSURE A SMOOTH SURFACE AT THE JOINT - - PAD CS X 9.0 10' TRANSITION 1 X 1'-41It SECTION B-B 8. SURFACE FINISHING AND GROUTING SHALL BOL�S A 325) /Z BE CONSIDERED SUBSIDIARY TO THE I NUT & 2 WASHERS SECTION A-A (TERMINAL CONNECTION) SECTION C- C VARIOUS BID ITEMS. FOR EACH BOLT 9. WHEN DIRECTED BY THE ENGINEER ,A 1/2" THICK (NORMAL) II It i - " - - -Ti• - rte- - _ _ GROUT LEVELING PAD MAY BE REQUIRED BENEATH THE - - - •• NOTE : FOR DETAILS OF TERMINAL BARRIER WHEN IT IS PERMANENTLY INSTALLED ON THE NOTE : A-321 TURD. 30� CONNECTOR SEE "TRAFFIC RAIL T501" ROADWAY CROWN . RODS MAY BE USED. TACK WELD NUTS 5X90 TRAFFIC RAIL T501 CTB (P&P) TO RODS PRESSURE PLAN L FL JOINT GROUT HOL@ 2"¢ a _ - a & a . STATE DEPARTMENT OF HIGHWAYS 12. o _ VENT HOLES AND PUBLIC TRANSPORTATION � o p0 _m AS REO'D. • •1 ;° ° ° ° DISTRICT 12 a CONCRETE TRAFFIC BARRIER WITH ° y ° • 1 1 ° a .04 — I N � a o o a FEVI 6 REV• GALVANIZED STEEL BEAM GUARD cv - - 'p o a a O � , I > A • n ° NELS FENCE AND TERMINAL DETAILS l� Al DELETE 2 IY " BOLT HOLE 41" X 18" TIEBARS - SET. OF G a ao a a a ° J ANCHORAGE I2"X5'x 5/c" .(SMOOTH OR DEFORMED) o DETAIL I A A • ° A ° GROUT 009 46/y. 1%ql Added MaGf9 ) LONG. SECTION END VIEW @ JOINT SECTION D- D NOTE 9 �M STATE 6 TExes CH 9Z w M NH NOTE: SEE MBGF % I GF(TD) STANDARD p EV9 : 9/9OSTD. COUNTY c"' @ FOR TERMINAL ANCHOR JOINT DETAIL REF. UPDATE 2 Rota 12 DETAILS AND GUARD FENCE NOT SHOWN HERE. STD C-4 HARRIS eT` AD-76-D . . _ ._. ._. _ . . . . 33'- 0" Maximum between joints Leh of Win wall Length of Win wall Fpor co Note: an' at snap equal i provided bt ends a s nece sor interior t I3 for ntinuaus dnits Refer fa Bridge Layouts for Refer to Bridge Layouts far tl imm intervals in between as net2smon abutmto ent i 33 ls). Material and a determinallon of end treatment. on determination of end treatment. 15' Minimum length of unbroken wall (except on abutment light g t in color. Material used in Edge of Bars V© .n 5' yjoint mayg , m be ldedn coif ifaulesls orsriberodeeht in such as: - - - - - - - ---_ —0' y'Min. Max.stob© Connection to be some as for ' polystyrene, sponge, molded cork granules or rubber sheets. _ — _ — _ — v approecKCTa if dowels ore not us --- - ¢- Splice — _ _ _ _ _ _ _T ___ _T__ , , , Jam nq -- --INI - - ---r--- r- --- - - --- r - -- ) -- __— _ - - - t I 1 I 1 TYPICAL PANEL, ABUTMENT WINGWALL PANEL Skews less. than 15° — __ ABUFMENT WINGWALL PANEL (Showing MBGF Attachment) 3tp" "� (Showing dowels for ctonnection to -� ~ PLAN Taper Forming Material approach Concrete Traffic Border) Face of Abutment Backwall - See Note) 33'- 0" Maximum between oints Len th of Win wall RAIL JOINT FOR Len th of Win wall PRESTR CONC BO%.BEAMS al at6 10 Mox. 4 tat l0 4 .7 E . S a. = 5 - 8 4 2x110 4 7 E(t0"" Max ) B 4 2010 -0 7E ( 10 a Max. ) 4 tat 10 4 Ao/t6 2aZ6 10 Maxim m 5 acln X010 Bors T Open in Rail Vz° 2" 2d6 IO Max(mum_Spacing Max Ito Max ) az 4- tx7 !" B.H. Bolis wider than Jl insloh q (#4) S (#5) T(#4) )whenleff i terial S(#5) II2 Sbs81 S (#5) R (#41 , 1 '° Min: �' °Maxi 5RI Terminal Connectuplace• h a Q ' Field bend taint. as •' I UW5)ot 6" Max. Typical Water Borrier necessary,at toper. WU (f5) 1 „ P-O"Min.(3'•O" Usual) 2'-O' Slot 6'-O" '-0" Slot 6'- 0" '-O" Slot 6'- 0"- 1 - 2-' 0" Slot I�0°Min g� 0" T teal Panel = B -D" 5'-l)" Max. Vertical surface EXPANSION JOINT h 5'-O" Max. ELEVATION 11 forming material is not Offset this WU bar left in plot s , the bottom 6" Min, of three Bars U 11/ to the outside. GENERAL NOTES far end section Designed according to AASHTO 1977, Sthnddrd and current Interim shell be plugged with can- Specifications. crate or slab joint sealing All parts of the roiling including concrete parapet wolf, reinfordng,termindi compound. onneclor. bolls,nuts and washers are Included in the price bid per linear 3'- O° 1 � " 2y/ ,, • 3° ___ r----- f ou ^L" � - loot 1 I of' Allo• steel components except reinforcing shall be galvanized unless , • � I gejq 63/a' 1.65"Min. 4th - 3" oher Al! shown in plans. y 4" 2°Maxim 1 9' 7-6" All concrete for roiling wall shall be Class C': �� h---""� m� Dimensions relating to reinforcing steel affic centers of bars. AR ( 12 %' 10 Ga. Metal Beam Guard Fence or Concrete Traffic Bar/car is usually attached . for4 0 _ BARS Vl# 6)© BARS T ( # 4 ) 3 The splice between the approach' quord fence and the terminal connector _ a `m' (3 al each connecllan) 71/°" 1 - 1l) shall be with the normal eight bolts. The dowel• connectlon to the approach , , r. � _ a (2 al each terminal ) ` ` nl�L 10" w 3" 4 rA" ' 4 <'i 4" 2" traffic barrier shoji be grouted the same as other barrier joints Bars S may be constructed a o c I Shop drawings will not be required for Ihls rail. Bs two separate cars al he This railing may be constructed with slip forms with egbipmenl approved w in DESCRIPTION LONGITUDINAL WIRES VERTICAL WIRES contractor's option. LMinimum (Cumulative ` - by the Engineer. Sensor control for both line and grade must be provitled.Whed BARS U (# 5) d jn 0 . 935 Sg In. 0.248 Sq, ln. Per. Ft. slip- forming is used, the concrete maybe cured with membrane sumo, compound TotaU Wire Area • -�� The back of railing shall be vertical unless otherwise shovm In plans. O Increase to slab thickness plus 5 %z Cut or bend M=1 2. No. of Wires Spacing - Welded wire fabric may be used as on option tootherwise sh conventional reinlofamenl for slabs over 10': Dimension given BARS S (,# 5) as required BARS WU (#51 WELOED WIRE FABRIC Minimum 6 4 � _ n+ and shall be made in accordance with A ST M A497. Is permissible without Increase for (OPTIONAL) Maximum N (' 12' Welded Wire Fabric Detail shown is for 08.4 !on,ituddnat wires and DB:3 slobs 9° or less. Increase by nominal 3. Maximum Wire The smaller wire shotl hove on area vertical wires. Combinations of Reinforcing Sleet and Welded Wire Fabric or concrete overlay thickness It over 2': �/° x 21/2 Slot ' y configurollons of Welded Wire Fabric other than shown will be permllled when Size Differential of 40% or more of the larger wire. 29132 xl I/" Slots (Optional) I' Holes © Dimension with u s Permissible for (D Longitudinal wires may be within upper bend if vertical wires for 7/p"f Bolts the first ans In the table are soll n ed and the dimepsion from end ofssectim structures with up fo 2' overlay. Provide 42 Exp. Joint RC to first welded verlicol wire does not exceed 3:' between ruling and CROP are 0 8.7 or smaller, in which case the 2" dimansicn to the Additional reinforcing may be lack welded to the upper two thirds of the '+ or Approach Slab next lower bars may be increased to 4" max. TERMINAL CONNECTOR reinforcing cage to provide bracing when slip-forming is used. Addillondl 710, 2" 7" Ih° Terminal Connector shall receive the anchorage devices may be added when welding is necessary in the lower one I" R a Chamfer t 0"Mm. same protective cooling as the attached third of the cage. Do not weld to U or S cars in the lower one third of the cage. N Ind Rece DETAIL "A" 1'- 5" I '- 5" Welded Wire Fabric not Rail I"f Holes for four Metal Beam Guard Fence. Water barriers shalt ey provided at openings draining onto u dercrosslng convenient I Tf#4) Terminal Copnector NOTE: Holes and recesses must be roadways and side t the ey may be cost In place or precast In convenient R(f4) Bolts. formed or cored. Percussion lengths and bonded to the bridge deck with an approved epoxy cement. I — � _ 2'-8% " PLF weight of ra Ing (with no overlay increase) is 313 p1 !. „ in 21W# Recess drilling is not Permitted. 2-l)� ' (1 " for Bolts I . • II m SHOWING CAST-IN-PLACE � z _ to"N WATER BARRIER Bars V(#8) — ":: = 1"" Hales P -- iu . �. PA''T 6 = STATE DEPARTMENT OF HIGHWAYS T• a 21h„ / AND PUBLIC TRANSPORTATION S(#5) — `� Top of Slab or — ..<:. ..::. . : _ z Recess� y a . +? 21/"rR ass concrete Carleyr2ll -- % -N :: .. . • oa I TRAFFIC RAIL Caret Ji. 1 ,,I — Winer Berri " o — ;j •:Bridge Slab (See Notes) WU(#5) ,, -in r Box Beam .) U(# 5)m 6" - - 4'U(# 5)e6' v Cms1. Jt. . r • f y SEC. AT 31N. OPENING 3" 7 lhcnren 3-6 TYPE• Vertical taper aver TYPI QI�S_ECT: .. .. .... . .... . ...... .... ON TYPICAL S C�,_ TION DETAIL "A" 3'- l)° length l • (Shawn WV/ F ) • (snowing convennmd reinO VIEW AT END OF WING VIEW AT END OF WING A „° , As an aid N supporting ref (Shows en , "..c."., ox."'"c ",rr JUNE 1985 ""' """ °"` ___ • QN<rease 2" lor structures .,,.<, , ,.°• adagional longitodinai bars may be (Showing CTS Connection (Showing MBGF Connection) . SEC. A- A OPTIONAL END 'iREATM ENT w.:-JJp "r.",""• ) 6 NH 2 used in the slob wlh the approval of with ACP overlay. and typical WU Bar placement) n.. 2 - stu so ao.,"nA' ) arc. 2 aslu oar sp"r•7 4'^` a. the Engineer Such bars shall be Qi CGC prestressed • • • • ' -JJ .v n -es (o.r At' ) S NO d /Z /nH 6 and 41/4" tor w:-JJP 5. '/ • furnished at the Conlraclors expense • CGC Beans. sip . Joint or SDIICI Joint fact of Abut . BacxmnII as requited . I Nin . - 1 ' 6" I` 4�n. . 7.� to ' • e•' Usual I Nar . Po + t Spxc . '10M1 .t/4 ____ Naa . post Sac____ Splice Joint Ut • oNin) - I 1 Nar . Mar . t see Pipe End Detail• P i bl shop splice G_._• End of Rail lot Payment '--• { Cans t , it . ( One Slice pet, panel permitted ) ' Non :a : Portion of jailing with tutmdowns to be used a omitted n indicated bn Bridge Layout . AT ENDS OF UNIT AT SLAB CONST. UT ENDS OF RAIL - AT ABUTMENT BENTS ROADWAY ELEVATION OF RAIL Al Splice alit. , ' Sii41 Exp. Joint J 1 /4 At Finger Joint use E J. opening . Face of Rail g n 7" or 3° Die Sto . Pipe Post maybe cut to fit pipe 3" a Sid . Pipe In lieu of sterling pipe. 'I6„ �- - - - - � �— I_ f J a . L 6: =37811 I;_ Sld . pipe7" d 7" of 7 t" d J Slow Pipe Sleeve I6 / s" I " SPLICE JT. 8 EXP. JT. B'I6 PIPE END DETAIL Pipe ends open / Circular curves �r16° 913 ""e � . GENERAL NOTES: I A„ 7 Designed according la AASHT01977 Slandord and currant Interim Spacilicotlons.7" a Sttl . Papa #ta': Pipe fot telling Shell be Sid. Pipe (ASTM A-53)(E w S Grade A or B). price 1� "y 811/is and 109/. " for Anchor hot Is, nu l s , washers and bottom pia les to be included In tin it' S ]'1441 Pest 9Base ride "A bitl for railing. Panel lengths of roiling shall be attached too minimum of three posts eacepl _ at abutment wingwalls, g• 1 All steel components to be golvaniaed unless other wise shown in plans. See Plate "A" 5" n� Anchor bolts o and ss shall be ASTM Ail p. Delall ` P The face of roiling hall bed under. Rote posts stroll be perpendicular to adjacent roadway grade. Grout may be used under base Holes ii necessary. DETAIL OF Shop drawings la be submitted la the Bridge Engineer for approval will be 1" d ' Formed holes In slab required. 7 - 3,e'• a Bells nth box •e. BOTTOM PLATE I ' • 6" nut S washer each . L_2 . prints provided y are y 2' 741 i o III + '� Shop drawings may be submitted as 11 X IB" Is the eleari c legible. pprox- 1/a" �, Exposed edges of handrail and handrail posts shall be rounded or chamfered to a 4 - 5" Min. 3" ' 7" `-- Bottom 12 9si6 S S" s e" ioosely l/is by grinding. ( 7 ^ 11:16" a Holes ) DETAIL OF RAIL ENDS TYPICAL SECTION �_ — Edge of Slab or Wingwall ere overhang i thickness sloping , - EdgeofWingwoll is greater than S" of when underside is sloping . STATE DEPARTMENT OF HIGHWAYS nchefaee shown below . AND PUBLIC TRANSPORTATION RxnuI aaOhe - PEDESTRIAN RAILING iHex nut6woshers) t Plate �� p. TYPE PR 01 _ - Li3/15IHoles ( STEEL) l a" 2" ' 2'• l „ B/a ti" 2l/ e%" .e. ,.. ,a o. r : O.o. 198O ,.tt t ",' e: t ... .I. . ..,, tit 13i;B Drain note 3s/ „ 3� „ Zt2„ Zln„ SPECIAL BOLT ANCHORAGE ++v ti 'a a �tt2. B +"a• NJ61Z IM „G3 4 2. 6n(tnu+.foe:l .rf40 • DETAIL .:.gas nt.. 2-es t -88 6 ke 5 1 A RIFtoo I ITS 12 PLATE "A DETAIL BASE PLATE DETAIL • NOTE : MISCELLANEOUS' PIPE A - � NIPPLES SHALL NOT BE u '•\ SUBSTITUTED FOR PROPER I - VALVE BOX AS MANUFACTURED ��LLL WI FOR VALVES . VARIES' 3'- 0� -> • TOP - I I T • � - FLUSH TO �0 1 I %� �'• .• ~ I R o NATURAL ' •'• . . GROUND ' 0 L IF:7Ec�.,ax M4L.:T0 I I . �, I . f .T- ) • • 8.[ 801 - z" .. AOJ. VALVE BOX I'- 0' ! t• D` I ;� r--'�'' CON[. THRUST BLOCK > 1 I I 5 CU. FT. GRAVEL CLAss " a " coNc. • MALL ARouNol CONCRETE THRUST- BLOCK DETAILS CC.`IC. THRUST PIPE I A " ( B " . C " O " P _ `6LOCK • . SIZE i PLUGS BTE''Si 9O' BENDS 45 ' SENDS 122'30'BENDS ` _ I I :' 13 • • 12 " ' I 1 N 6" PIPE I 20" II I %—WATER LINE `- GATE . VALVE CLASS B " CONC.• II VALVE BOX SECTION TYP. INSTALLATION N.ts. GATE VALVE & FLUSH VALVE N.T.S. ' IN RIGHT OF' WAY UNDER PVM' T. \ IN RIGHT OF WAY UNDER PVMT. NOT UNDER PVM' T. IN RIGHT OF WAY I UNDER PV'.1' T NOT UNDER PVMT. iOLIFTS NOT UNDER PVM' T I CON[. PVM'T BAC%FILL COMPACTED F � CONC. PVM' T. LEGEND -KFILL COMPACTED IN ADJACENT TO DENSITY OF B " LFILL COMPACTED IN I ' JACENTLtrTs TO UNDISTDENSITYURBED , - I I SOIL. ADJACENT UNDISTURBED CEMENT ' STABILIZED SAND PLACED IL. SOIL . A BEFORE PIPE 15 LAID UP TO FLOW LINE OF PIPE OR ABOVE.• a //�I - - CEMENT STABILIZED SAND, CO* MPACTED BACKFILL CCMPACTED. /• 0 THOROUGHLY RODDED, PLACED 16• MIN ) BACKFI .) CCMPACTED BAC%FILL AFTER PIPE IS LAID. —L l6" MIN. ) U / / / I./ .' / ,I EARTH FILL PLACED SAME' DAY ' BANK SAND I BANK SAND CEMENT STABILIZED C AS PIPE IS LAID. m - BAL%FILL \ • EARTH FILL PLACED NEXT DAY y BEDDING - . A • BEDDING - 1 R PIPE I$ LAID 6• , D l OR LATER ) AFTE : , ,; . :1. . . . . . 6. I I - 0" • - STEEL __I 1 - O• , NOM. CASING NOM- DUCTILE IRON PIPE STEEL TYP. 1 • 0• A.C. OR P.V.C. PIPE CASING NOM. TYP. BELL ON 8 0 5 PIPE TYP ' WATER LINE BEDDING DETAILS SANITARY SEWER BEDDING DETAILS NIL • NT.S. I A 6 • I CAST IRON MANHOLE FRAME COVER ' TO BE FIJ MANHO a INSTALLEDFRAME 8V CONTRACTOR TO N RINGS FOR ADJUSTMENTS ,• •� TO FINISHED GRADE H .+ : DEPTH OF MANHOLE RISER VARIABLE ' �; 4 '0" • 3'-0" 48"- 60` DIA. Mi CONE CONCENTRIC 4B"-6O" DIA. Mi CONE ECCENTRIC • • 41 ' •} _ • I• BOTTOM SECTION RISER. PIPE BUTT : a• GROOVE TYPE JOINT- - 1 " GROUT EWITH RIAL EMENT A AIORTA0. 0R SPACEMASTICFILLED MATERIAL DISTRICT 12 t. CEMENT BASE FOR MANHOLE CAST UTILITIES RELOCATION DETAILS • I : . 4 • IN PLACE BY CONTRACTOR PER JOB __ --- CONCRETE DESIGN. EGOI 6" MIN.ENCASEMENT DETAIL _- •n6 " CH STD. STD.DRD MANHOLE SANITARY SEWER MANHOLE DETAILS 1zlay " HARR s raH NT.S. STDH - I c-Yr. Regular 5c fr /il/ rn Natural Ground or • accordance wi/h Item 40/ / rinish Erode ll --+roc-- Fig 1 Sewer pipe plug --T - h /!y _ Na/ura / Ground, Finished I I l9 cemented /ig � 2/4 Grade, or Subgrade, which • -.---- a"ound edge s L v ever requires leas / J —r excava/ion G " Pipe "Y" C ;mi/s of measuremen/ for nrai specif id• 3%4" C/mils ofineasuremen/ 6' LGn Select Backlit/ V Yor Sewer E ca va lion Ain. • O Machine Bearing 'f/I " ' 1• ' 0 f _ °T Sue Tact .Uin. y No 4 bar each A A I g RECESS DETAIL 'o ad Shownner � '. � I as shown ' I .. HALF SECTION HALF SECTION ,; � iNr !3J Sand smaller /O " thru /5 " . Cone. P;Pe tee C/ass •C" SECTION THRI EXCAVATION 8( BACKFILL DIAGRAM Sewer Alain / Concrete ALTERNATE RING FOR SANITARY SEWERS 1511 IN DIAMETER S SMALLER SECTION B - B • 7 ench Yio/n 14 " or french I —t • 3 " Timber P/ankinq width Al .�I1 - E W E R — lxC8. /lens - eontracmrsophon 1 h13 %z "xl%2 "Recess 87/ nailfo each plank yz 'xl%z "Recess (See Defad) will, 1 -20d nai/s Standard slacks include oil (See Oa / ,I) , A items shown except sewer main, SECTION A -A A_ 11/4 " Holes l I Ou/sidc diameter of which ispaid for aspipe sewer Brick and Conc. Pipe shot/ be lap of manhole - for STANDARD CITY • joined into one so/id moss \ Stage 1 Construction with ,nor/on \. PLAN SANITARY SEWER STACK Grooves shs " dia . x �/s2 " deep ( FOR USE WITH NEW PRECAST CONC. PIPE SEWER ) Letters snod be 2 hph and `epprox. s/4 " /o /` spaces s/rn// be raisedre. / TEMPORARY TIMBER •Line width for letters shat/ Castings Shad coo/arm to the require _ menh of A.5T.M. 4 - 48, C/O$520 . . COVER FOR MANHOLES be P4 . _ PLAN - MANHOLE RING AND COVER di . r7 GENERAL NOTES : /2S/e " 1 3 %4._ 9% ' 1 // Manhole steps will be required for manholes "8%3/a ' I, r/ I ea ler than B feel in depth . Slaps shall be /0 inches J I' wide corrosion resis /anl steps canalsconsisting of deformed _s�.e1✓—�. . 11 :NI SECTION A - B - 1 sled/ bars cooed with a po/yes ter resin fibers/ass I / \ � mix lure premofdedaround /he sloe/ Oar 5 /cps sha // bc /� /3/,j � I /en/ /cps as manutac lured by U/lilly • hF •. }}} equ� va to Salet 4 s • r Ltd eu Alanho/e , Concre /e I Products , Inc of San Antonio , Texas ar Ame /ek- II / Ringand Coven or Brick A _ — P/ymoulh plastics of Sheboygan , Wisconsin . 3%2 N d'— I Step spacing , ha// no / exceed /2 inches ver/ica1Jy . • I A/ /erns /e s /cps shat/ be offset /2 inches . (op s /e p sha/lbe • I a i 2' •for use with sewers / / iodated 24 inches below lop of coaling and ba ttom step /6 /e„ shall be located 24 inches above bollom of manhole - Brie or Y 4B" in thorn. or less. • i Brick j 3 I See shed{ entitled "Excav/ion and Back/i/I HALF SECTION _ 23 %2 MANHOLE RING AND COVER + A - - 1 � , ti I thches in for . sanitary server's larger than /S • • D� Inside diameter of I inches in diameter in Cone. Ppe I , _ _—_-�, largest pipe entering I A!/ manho/es in graced areas shall be bull/ to > andfi'1/ingsI it Ip{ /� d the manhole. SECTION B - B S /age 1 and finished ofler all grading opera lions are 16 /B ' y subsianlia //y completed. I, 1 I 6Id. 23 Yz ' C.L J4 yB • JB • .v 11 1 ^ Y= /2B (/-9mir) I 5Jandardslacks include .// items shown except l� I Ring and Cover � I 1 se war min , which is paid for as.pipc sewer. J' I ' B NI , • 001 where fhe. flowime .of a pipe entering a man - 8 "+ %z " AIorlap —hi l•i O• I ho/e is greater than 2 feet above the Y/ow/inc . p - i— 1j J✓o gta I � or the manhole , a standard drop as delai/ed I• 3/4 81 \I �� _ I Pipe less than Ps 4, hereon will be required . Required 36 ` diameter � I See sheet enhl/ed " AAisce //aneous Detai/s Sewer Pour monolithic � � I, \I , -.-` I `l• with manhole base �-Symme /r ca/ abovl E g —/ - -- - ` I Cons /neceion " lot /cmporary bridge de tai/s where •2 ' l is necessary to maintain traffic on an existing I ' _ DROP MANHOLE MANHOLE ( , horoughfare . --{ IB " 2O /6 " ¢ HALF SECTION i HALF SECTION , r '. .. _.• Drop STATE DEPARTMENT BF HIGHWAYS Drop Manhole inc/udes items - 1 . {:. + AHD PUBLIC TRANSPORTATIDH HALF. SECTION stiown except sewer moin , which • ` shall be paid for os pipe sewer SECTION A - A . —••••... _o�' • • DISTRICT 12 32° MANHOLE RING AND COVER , °9E 36793 ' •', SANITARY SEWER Brick masonry andp;pe to be/oined g; into one so/id mass with mar tar j°'✓.ww� ir8s DETAILS ( MOD) WiV•STANDARD CITY CAST IRON MANHOLE STANDARD SAN ! TARY SEWER STANDARD SANITARY SEWER Fo`,ry aYwq",a � ° sHEETIOF2 RING AND COVER MAN HOLE `^LE TYPE I MANHOLE T YPE 3 \ e „ C. taaa , FEw , , 11H L a , . e I2 HAR , a fit min „bi5 STO N'2 _ Less than 30OJI. to Monhole Plumbers brass screwed cleanout plug lead caulkedll. Tlnciden• unless otherwise specified into he tl ) various bid items) ~ — CMG Pipe Bell So) to S More of Ground Cost /ran Pipe Adaptor Sewer Pipe as specified •� . Extra heavy Cl. Sall Pipe TTO be elswhere in the plans •� ' \ . Concrete Pipe _I_ • I paid for in accordance with Some - - pay i/em os adjoining sewer) U. VS Bend ' / • J / • SECTION E - E SECTION F- F NOTE : Bottom of trench shalt be graded to /it this slope • It trench has been cut below this grade the %B bend Shall be embedded in camete poured against The undisturbed 4'Alin. B 4'AfiR. earth too point level with bottom of the belt on the %B bend. 2 2 2, 2 • Cane. Pipe Bell Min.' Alin Min. Afin Adopter as manufactured by • PLAN Can- Ter lnd ar equal SANITARY SEWER CLEANOUT b Coat. pipe Cost Iron Pipe Cone. P 1 e • Cement Stab. Back/// flow 10 3jq I - •• Class C"Concrete B" - - 6" UPSTREAM CONNECTION • DOWNSTREAM CONNECTION " m � I I ExIrtsanimrsewer CONCRETE PIPE TO CAST IRON PIPE CONNECTION • ' I7_` ( GENERAL NOTES' I SECTION D-D u) 3,4 - 6"Cane Pipe Wye Concrete Saddles shown hereon shall be used in 6"cannedians to sani- ' tory sewers where no wye or stock is found within 51I. of the proposed connection. Concrete saddles shall be securely cemented to the existing 9fr2 I1%B ' 6• pipe in mortar. SECTION A — A SECTION , B — B IMin ' J Cement Slob. Boa/ill 6 CONCRETE SADDLE . ' ; .-.'.( 6" Concrete Pipe' ( FOR CONNECTIONS TO EXISTING 8a10 SAN . SEWERS ) NOTE: 6" Conc: saddle shown above shall be red m co/or \/'�� • 1 ��6"Concreft Saddle Exist Son. Sewer . . . .. . . . .. ... . . . . . . . . . . ... . . . . . .. . . el/ end of 6" . ' • -Coot. Pipe Pipe SECTION C -C Cu16"pipe f/urh wile inside sa vice SANITARY SEWER STACK of the existing Sanitary Sewer • Mortar ( FOR USE WITH EXIST. SAN. SEWERS ) Exist Son. Sewer - STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION DISTRICT 12 CUT • SANITARY SEWER 6 ° CONCRETE SADDLE DETAILS SHEET 2 OF2 ( FOR CONNECTION TO EXISTING SAN. SEWERS 12 AND LARGER ) t CH E M HH • 2 HARRIS 3010 it oa9 4t & _ - - DRAWER 7F SHEET 26 sTD H-3 "`' C.LCUVER E.LGGVER Ah/e: /4,/end- Gray CosIIran '-^-'-`-- - bonnel� /3vnl - Dip /n eoa/lar ' X NLI IN ' • /filch varnish 1 . SECURELY MAILED --1- CASTING -f -' ; ' - _ - ' - A CASTNG A ~- .� des Yaies . .•Tn' txr tx ,•. ' : IIiII � 6'Brant'h 6"GsleYste a p ro I R- ye. •. t _ t"� r C- ) i ` g : (� __ice ., PourLedCanere% Blocking PLAN 0 CASTING "A° �; : R=/e' In • no, SGLPIPE : -- • .q°h O%/5'x/5'Precas/ 6 'Ob. - I STD.E CLPIPE ° • Conrrele Bock J f>!�+£ e3s 08 t%9' , � Cx ! ) �z'zf SECTION pO cuff min. eniClIPdfrlX.(• PLAN OF COVER _ _ 'a • ; ' 4 ""�' < Imo - t R=/' I raiS " \ ADD THIS BRpCM 1 . EI IF CUT IS BR OR uEr _ _ _ t • A \ "?" I i PLAN • • SECTION A-A -ti PLAN- ° Li , - - - - - - - - - ' `� 3 6 FIRE HYDRANT G�'CaxrrJe -- - .r k SECTION THRU CASTING "A" . �, er • APPROXAI?65° ' �.1,.—.. gcj*�IrConcrleiie C/.WCancre/e SECTION A- A SECTION B - B CAST IRO/J CASTIROA/ . CAST IROAJ ' VALVE BOX DETAILS ALL BELL CROSS LW LL EAJD ALL BELL TEE A BELL ELBOW (SHOWING TIMBER BRACING) Forth Bockfl7/ CL71"Cmerele Roadw Si Subgra* ,l.la/ura/6rourxJ.FiMsh Grace or Subprade whichever requires ' Jeas/ Ercava/ion. n'$:`4- ".t � : Cirri/s d'Measuremenl Pi• CLX'Caxrele ei Concrete o!Wa/er ,14Sr'nEaxo alloo ZhZI of Measurement CAST IROM - .. for Sand Baet fix/ CAST IROA/ CASTJROfJ ALL BELL BEND •ALL BELL LATERAL ALL BELL OFFSET HALF- SECTION HALF - SECTION GRADED AREA PAVED AREA 35 na'rA JA2ax'r /a EXCAVATION & BACKFILL DIAGRAM cart- �D P/pc Tee Croos or End Yi Bend '/s Bend %z8urd - FOR WATER MAINS '2 AND LARGER a, •. eD 6• Ldp 1.40 095 0.60 B • 2 .40 ,2.40 /.30 0.70 TYPICAL THRUSTBACAJAJG lE" 5.40 5,40 d.00 1.50 SECT/DAJ Required Thrus / Backing Area in Square fee , STATE DEPARTMENTTRAN PORTATION S ANO PUBLIC TRANSPORTATION DISTRICT 12 GENERAL NOTES ' . WATER MAIN DETAILS . THRUST BACKING DETAILS - Backfill for service lines shall be compacted to density of natural ground . Dimensions to fire hydrants are to . the center. CH Rz(e .. c. MN °'12 HARRIS oio tzaG9 4'6 'l DRAWER 7F SHEET 28 T/6 ' HUT, SOLTa 'SIZE' DIMENSIONS ;PP6•• LOCK WASHER as A D E F DI , % 6172028 3 IV2 z2A0 ..._ NUT B LOCK WASHER 20 2.0639 3 1 ',220.76 24 6.3236 V2 3 10231.62 30j32.0014 € m Ivz O0O 36 83 211 3 14/2j47.30 7/B'Bd1,Wa.na— 4C Bq.T ASSY r' � 3WX Y4FNA0 C f0130636 •. [ I— CLAMP a F- J1 D 1 o PLUG CLAMP DETAIL SEE SUBARTICLE 4. 113) WATER MAIN SPECIFICATION CONNECTIONS Inc his NAME SYMBOL HOSE TEAMER - p , x.> Ooo 4 .! 20 IRSIOC DIAMETER of HOSE COUPLING 0.2500 0.2500 A BLANK END OF MALE PART C 3.0623 5_0735 OUTSIDE DIAMETER OF THREAD 0 2 .S ? IS .68O6 DIAMETER OF ROOT OF THREAD - E 3.092 ! . 1238 DIAMET (8 OF ROOT OF THREADS IN CAP F 2. 8125 4. 6250 DIAMETER AT BLANK END OF YALE PART -- - " .. G I ,ODoo 1 .6250 , TOTAL LE NOTH OF THREADED MALE END H 040750 15000 TOTAL LENGTH OF THREADED FEMALE ENO 7V2 4 MSER or THREADS PER IN 60• V 60• PATTERN OF THREAD OOt OOI • CUT OFF . AT TOP OF THREAD ' - QOI 0.61 LEFT IN BOTTOM Of VALLEY - - NOTE $ 2 '•f CONNECTION IS 'HATIONAL STANDARD , {FROM PAGE 694 A.W.N.A. MANUAL 19281 • - - fl L . •.. . •. E EADS .SSEE SECRD'FION FIRE ,0111CHYDRA) NT AIINBSPECIFC ATION R TATE PUBLICTRAN OP RT TIOXYS ATE DEBUG TEXT Of HIGHWADISTRICT 12 PLEMENTARY WATER MAIN DETAILS ' GH F4zPn1 Hp HH c ow, sEct 12 HARRIS ow Iz OD9 µ6B7' DRAWER 7F SHEET 29 STD H•5� • - • L or W % ^SroOi Apr Scwra \\ 3T [ 7seoled L , / . Monko/e T '/i • \ O Con C. ) • S/b O.pe y s/up Aje Dimensions • g•• 1 2" 499 R; and cover 8' 1 !- __ B" ( BX B ri j rr Case a Case -b" Case c ' eac 6 -- - - �G,stppet e mid;nJ h, + d/Z hz + d/z /sd pro t Barc II 4 —� / t . I 3z " con c. O mrc hl(M'n) a' hz d Barg . / ! a — nrert n_' 4 N _ �] 3 yaJ1r &V T _j d +yxq.11/fkY W(M;n ) 7.4'd-0.B3h, Ge/d-2,B3h, 3. 24d % BarlOM SLAB / \ IraaaLNa ,' ) I tr Lase 'a ' : h, (max ) =d Case 'b ' : h2 (mar)•d ea.c/o r� / ./' slamscwfr ' j I H 4� Q 4S' Case •e' : h3 (max) = D• -d Cox. / Ax _ ga,q q Bar c, / WALLS / % // 11 d• F=krrblaarefl- r�/1kG/S•[sRI S>rE e>rf / Pare ______ y � AhNmum /=0` 4T Morho/e Tj/ "d ' Rang and Cover. / 01 t Monhola TV X ' T o I S I AsphBl/ f CB52 B I ? -I 2 `(*)G'ecronce R'% `r fiver e>rf 51db Pbe - / 05 0:> • r L !h • C' Me/a! 5/eeva .Se•)kl N le: - -0ki9/Skeve 5/eere (Mek7/) ft Ca, leeve Rcf-e to skrwed ink sec/ion p/.an / 2'CCj J s: and sec/%n B-B r oe!i/s floor or W ,# pA� / re%n<r<emenl. PLA PLAN N - (5kewed /n/etseclian) /✓kaahole (Normal /nlerseelion) yamseAer z over - g d ,, f, sbrm Sea«r rEasl ppr/,ne TcpCcurrE/e< g2 "� i8' Porral/cf to E RcCgdM ov,fir. ____ —y ✓ i j Top. covee E'lev ^. Morho/e Ty :4 " —r ? - �• Top S/oS Crev K9ar •ea>r - 6" • - Roma and Cover .C r • -- JBar r9• ' (." \ Bar k c Forroi/e % E R oy ,eB,,. _ I 'Eis!pfdae '� _ k OrP / y_�'"' / l? dr^ p,o9 Ekr u /v /Ibr fr ' S/irE/ee.. j-- s--J ) m; Tcp Slob Elev ) _ b S•n q� CBav 45' % F Bas OB ( � _- °i nesw . • p@rm iss�ble '(�� j •'I s• x " " �_• ConslrueYon e I j n ea:• I .bi ' (Typical) ) °'•�oMltf4.c /j,.L✓ �nC ;; cr .qy .. ' �&%s/ P.rpfte c -- _ L la Case . ox Case b INVERT OETA/LS the locollon, t.�con . am) : /lkk7/Skex dreare G/ conc. 1. �•, . a„ Br The 2cco/ibn, of varon , sire of f'sling Bpc Lrxs G Bars 6, 63-s �� T4' eK�,/ vI ' if e/� Cesf a/' P"r'rvo�r Main Adus/men/ dexriGcd "``\F'� , ; •.i r CbM' Kea, A • W./2 on de/a:I Sh/. /s /n ti i/ Pr, c bid tot Cod' YPe S Nxx/,b'a conc. k K� Oar JBai h i> Ly/ude G5/ ar xr 5onlroiy .Sewer bne Adjuslmer>F Ricp .SGrm .k.r• B • WI /2 ' dccndJ on demo/ She 19 /n u't Pee ad rte ' too 6/b B�rC B r E • N • coca type 4 ,.Lustier' flax . /moor O p ya Sewn- 43 An r r/ his bten ravde h kra/e /he rdr'eus „A,,hhvr, bo/ / .. ) , • Lrn' //.ees aposs't 'h/y 1/a/ o/hvu//lien ecs/ ad9SyfOby0- E • L • f2 ' arAxnu•mearn vuxd tr/ scch uhhAes w'//n°/ (z°d b]ss .5r m B>, 6arA Bxfr GLti,hero," f f0rsalron . / Bars • /rK/43r �- fJar/j /Jars, 44ff„r,f A/laposed ornrrs shall be eh]",k'.d 'e: a B>r zBa,-s B o Bar —_ . Inu^r/ Bar 5 B>r a to, each s✓nd,(an Bar Gr the hf� re "':d• ear E ----� Perm z' Inn+-/s r»r,' be GS/ ntrah /h+ra//y am o se ele pour. �_ �- -y— __ . p ;ne =ar•�yrpreSenl3/nt•S Sna// bx iv/crmer/ oF 'Khec/M ee SECT/ON B-B 18' ( Cons/ ucA'an u ¢ met / 51 �' O (rs • z'-/a' a n ad rpaen/ .6r s Fe a rs//k y 5kewed /nlerseefion I y 1 r/ jjL��.. o rc = s'-a' '; • Cmsdu� rf'nrrrtr .a51f% considered 'nrcbnhAA The TA9UUTION Oi TYPE 1 , 2 3 Alm t JU.valo BOXES • SECT/ON A•A (A/crc;a/ /QEersecti0n) I_ i ft( � Z V eo6dvelava el wcrcr'"bue5 J[T. 802 D d hi H2 • F3 R X L V H SiEEI X REINFORCING STEEL SITE (BAR (0.) Nan SPACING (CENTER TO CEM1TER) JUNCTION _ Cb / , U_ t'f- " V E3 4 jnc/ Bores Std/f bepa kr b/ v"/ AYh dnoEf /lean 470 STATION 'fA5E' (FT) (FT) (R) (FT) (FT) (FT) (FT) (FT) (FT) (i1) EASING (FI) ' BARS AUG, BARS CSD BARS FI ,F25F3 BARE 0'NS J6K OARS G18G2 R E n A 0. S S BOX TYPES Fae B /7tr(y inK•r/ sheilte mnyrosed OFompsr/ semen/ (h> /!T'tS 1 -r,rrr ' Fxr ar4gak cm(ormany k Me aegwreanenh of/km 4Z/. 37492= 4.50 1.71 - — 1.50 2.57 1.71 5.54 5.54 6.75 20'xlW' 1 .91 IS P 6' 15 P ]' 14 @ IT' 14 P IT' 14 P 6' I< P12' SEE NOTES 1 6 3 TYPE I can /c, orK O*57J c 6.00 3.05 - — 1.50 4.58 3.05 9.8.9 9.08 9.67 36z162' 2.77 17 P 7' 16 a 7' 14 P 12' 14 P 12' 14 P 6' /i P 12 SEE NOTES 16 4 TYPE I Fl Mc/alsreeves hair A' ar»aalh She/PPr of hr I to/lowing /hkknrss: 424901 c ' 6.00 3.05 0.20 — - 2.53 3.05 13.67 7.52 10.50 36:132' 2,79 17 @ 6• • - ,6 a 6' 14 P 12' 14 P 124 l4 @ 6' I4 P 12• SEE NOTES I I i TYPE 2 Inside Oiarre•/(G.ehn) Apia. 7h'[kness (fiches) (JET, 00X FOR BOTH 16' and 24' PIPE LINES) - - 4 % O 0 /25 d3F052 c 6.00 l.Tl •- -- 2,30 2.57 1 ,71 5.54 5.54 0.J] 20x100' 2.03 16 @ 6' 15 @ 6' P4 P 12' l9 @ 12' i4 P 6' Id P12- SEE ROTES I 8 5 TYPE t a� a1 2 O. r 1497.• Cane Tr j L ______ m /B /a 4 0.250 434451 6.00 1.71 ' - - 1.00 2.57 1,71 5.54 5,54 . 0.33 20'x100' 2.87 I6 P 6' 15 a 6' 14 @ 12 /i P 12 - 14 P6 l4 ! t2 12' SEE NOTES 1 4 5 TYPE 1 _— 50 /042 oat ryp gar BT U' I Op ' Wr4' III I All Concre{a ,ahaii to Class "C " 574121 a 6.00 3.05 -- -- 1.50 4.50 3.05 9,08 9.BB 9.67 36•x162' 7.35 i7 P 7' - 16 P 7' Id P 12' 19 P 12 II @ 6'• FS P42' SEE NOTES 16 4 TYPE 3 —J— = a.' ,eM =4 r J0 \c N� I ' 5744] 6.00 3.55 3.46 -- — 5.24 3,55 11.43 11 ,43 IO.IT 42'z1B0' 6.B] l7 P 6' a6 @ 5' A4 @ 12' l4 P 12' 14 P 6' fd @ I2 SEE NOiE5 1 8 / TYPE 4 y; .y Ban S,, rs /✓ _ C H r 9 2 C 11f1 ) I') 46 9 a NOTE 2: JUNCTION BOX FLLN LINE ELEVATION IS STORM SWER FLOG LINE ELEVATION HINDS 'H' �— a"' mu an. r NGTE 1 : ALL OINEN510.45 $IIOVN IN TABLE ARE SUOJECT TO Vor awi TION OF PIPE LIRE LOO,TION NOTE 3' DESIGN 815E0 0!1 7'z7 ' CULVERT STAYDAPO SC-WIC. REFER TO CULVERT STANDARD FOR REINFORCEMENT DETAILS NOT SAWN. BarO Bar r (y - B"'oe 0 AND ELEVATION IN THE FIELD, FINAL DIMENSIONS OF JONETIOH BOX SMALL BE DETER- NOTE 4• DESIGN BASED Oil lo'x1O• CULVERT STMOMD SC-NC. REFER To CULVERT STANDARD FOR REINFORCEMENT DETAILS NOT SHRUM, SECT/ON C-C Tf1 , , 3 & 4 dZINCT/ON 80Xj�fTM5 iz AR v r Ot0 !1 (109 M )-) MINED IN ACCORDANCE VITA THE REQUIREMENTS FOR THE CASE 'a' , 'b• or ' AS SHOWN N]if 5: DESIGN 6A5[O DN 9'z9' CULVERT STFJIDA0.0 $C- C. REFER TO CULVERT STMEARD FOR REINFORCEMENT DETAILS NOT SNW'N. STO 3- 31 FOR2ANY AMUSTMEHTS i0 D/MEHSIONIS5CAUSEDABYI FIE4D DETERMINATIONS E - - 3 TOP ELEVATION AS SHOWN 1• 4 --+•I,J •CLASS A ON STORM SEWER PLAN. ��" --r 9' 2' - 6' 9' � ANO PROFILE SHEETS. �- 1 3/B' • CONCRETE _ —TI . 34' 3 3/ o—Q— :: = F SECTION A- A 1 3�2 I / 4 ' _,� '---r FINISHED GRADE `` 0 --�'-- _!_ 1 D _I of . - _ 3/4' • mI �1wu I tO I3/4 ' b FINISHED GRADE 1 z 9 I /2' - t I I . I _ _ _ ___ ° j { ci ' I \/ 3/4' h w NI + F. 3/4 I . 3�. o I I-, u I „ 9 1 /2 ' _ I . 42' 1 I u _ w r ! e END VIEW I . ; � ; ! PLAN HEAVY DUTY 30' L D. BY 10' HIGH WITH GUIDED w z I o • I o ! CAST IRON MANHOLE STEPS RING OR AS REQUIRED. V- 1419 OR EOUI VALENT . o • I e o1 " • Oi ' a " I I ( IN STOCK LOCALLY ) w RING AND COVER•: ! ! w I w ml. I 1 TOP ELEVATION AS SHOWN 1 a - m La] I of CLASS ' A' y. 2 • - 6 ' 9' ON STORM SEWER PLAN o i of I NI CONCRETE .-l� pN0 PROFILE SHEETS. a z CRCP — ul • I o?_______ 4. : r �l NE z;, I ,ua., N ( 10' DEPTH Nj z 0 I u . mz I OF RING I .� .I . r . .Q . . . �I -I'- I u � VARIABLE . . I . h ¢, i PAVEMENT L Q' • L ' Jo • F 1 THICKNESS L � . ', , , C . z N 3o I . m 1— � I j ( 10' MIN. ) L:to • Ala ! 0 o' i INSIDE DII . OF PIPE ####! : � — i % , . •aBOND BREAKER • °u ulA• 1 _ �p z ( u oI am 12 m I i I oIo! N � i 1 �! —= -- i icoii -- MANHOLE m Lii 12 ' 41-0' 12' ' Ii �E- - - - , w� ' CEMENT STABILIZED BASE II �- w . • In, � ! RING AND COVER CAST ..L—_Nr— �j of -p0 MONOLITHICALLY WITH PAVEMENT CLASS ' C' �' I - _ I x; - - OUTSIDE DIA. Al TOP OF M. N. FOR CONCRETE ni 1-T ou � � ' �— o : STAGE ( CONSTRUCT ION Q. I � i . I rv1 PP EI {� eI \ ry I a INSIDE DI'A. Of PIP I 1 1 i'n: _ xl >; d2' ; I o i 1 3 - 6 ' MIN. r rvI I � 3' TIMBER • ¢I _ � j _J_____±_- - � � I MI Ci JEI I L _ _ _ PLANKING > I of I • ° •r j ]___L-�_" N ' I j __ • _ o! • •I , ~� U - , r CLASS ' C• �' _ _ _ \; CONCRETE /FOR MONO- CLASS ' A' B I /4' j -4 • 1 L -1_ _l.__ /,'L I TH I C TYPE L._ CLASS • C' p'FOR MONO- FOR PRECAS \; CLASS ' A• FOR PRECAST! CONCRETE 1- %, I LITHIC TYPE TYPE SEWER }, CONCRETE ISEWER TYPE SEWER FORrMONOLITHIC SEWERS CLASS " A'J FOR PRECAST PIPE SEWERS CONCRETE SEWER '` CONCRETE PERMISSIBLE —� I ' PERMISSIBLE DIAMETER 1 ' - 4' I CONSTRUCTION DIAMETER • 2 ' -0' CONSTRUCTION 4 ' - 10' MIN. 2 ' X4• BATTENS- NAIL TO EACH JOINT S ' - 6' MIN. JOINT • PPLANK WITH 2 - 200 NAILS. ' SQUARE 12 ' HEIGHT & UNDER R I ' OVER 12 ' HEIGHT PLAN- TEMPORARY TIMBER . COVER FOR MANHOLES 1 ��^.1 GENERAL NOTES. w LT _� _- -F 1 1 6 ' -0' 50UARE � 1 I 1 SEE SPECIAL SHEET FOR EXCAVATION AND BACKFILL 1 I I '�^ DIAGRAMS. I ° z oI I I • 1 ,,, � ALL MANHOLES IN GRADED AREAS SHALL BE BUILT TO I STAGE I AND FINISHED AFTER ALL GRADING OPERATIONS ARE ii � P' \� ` SUBSTANTIALLY COMPLETED. IC m I 1 vI 1 I ' I° 1 I o • \• \ / . P \ �R.....ReN —DRJL-K-JAA?FHO1:EsHALb-HAVE—h-FF2 �_ — } I 1 -- - - -- - -----__ I { _ _ I p ' _ P ° •�••••"" • BUT NOT LESSc THAN V6 INCHES ABOVE HIGHEST PIPE. • I �' ' I I 1 o I • � V . 1 P 1 u,niti•a. NT THICKNESS OF SHELL EQUALS THAT OF LARGER DIAMETER PIPE . ' , I 1 I 1 ° _._ T-!-F 1 / ofC1311d•;,••fi �— / STEEL (GRATES AND FRAMES ) (RINGS AND COVERS ) SHALL BE GAL - . I I ( I \ ° VANIZED IN . A000RDANLE WITH ITEM 442' METAL FOR STRUCTURES . v' 1 ; AN j I N DISTRICT 12 • ! 2- ° 6 BARS— T—"i`- -_ � I 1 I 1 I I EACH SIDE I = 6 BARS'. I ii I 1 STORM SEWER M H O L I �t \ i 1 1— T . "—T_ .Lau. ,u • SECTION B - B - SECTION D- D DISTRICT 1 2 RV ],C0 ;° S7AiE SECT ION A - A SECTION C - C AND IN P t 6 . TV ANp IN PAVENENE. 7• 6 TEXAS CM 9 i• ° L, I't (4 LOvER MANHOLE TYPE A WHET a' W MANHOLE — TYPE B • FOR PIPES 54 " AND SMALLER "1z of 1 noav�o FOR PIPES 60 " AND LARGER • STD O-31 OE AA B/ MH. RING SCOVER aI i I NOTE, FOR30'AND LESS DIA. R.C.P. STM. SEWERS M.H RING a COVER I 1 M. RING SCOVER 40 • I I al \ a, C / \ C I 1 • a; 1 �. I -?L I 6'MIN N1 I \\ _ / 4•-0' 4 0' • a -j' _L PLAN 6' I 1.11N. a : N. In 24" ,-365 GREATER ROE Oj . STORM SEWERS I _ Q . • NOTE • ON 36' PIPE JO • MANHOLE TO BE NI 3-O' DIA , CONSTRUCTED TO - _ I— SPRINGLINE. ( `-� I . I - SEC 'AA' ISEC 'C-C' SEC 'B-E• TYPE " B " MANHOLE TYPE °A" MANHOLE R.C.P. SEWERS TYPE °M" BOX MANHOLE NOTES M.H. RING 8 COVER MR RING a COVER ' L EXCAVATIONS ARE TO EtE DRILLED TO • UNDISTURBED OR COMPACTED SOIL. ' - I j ZUSE SIX SKS./CY CONCRETE WITH - _ A MINMM 26 DAY COMPRESSIVE N i STRENGTH IO SHALL �`+ I I I . 3. CONSTRUCTION SHALL BE IACNGAINSC —viF. ! CONCRETE POURED N RACE AGAINST a1 I 'vWd- I UnAISTLSOF OR ITABLE TED 506_. I a ' — ` a• ; ,I. _ -' ! - 4. N AREAS FO M S ILL B SOIL IRE DRXXS i / \ WVSOE FMS WILL �. REWHED. • / I I I / j \ 5. FOR DETAILS OF MANHOLE RING �\ I 4'-Oa D I I I TI D AND COVER OR GRATE SEE STD. 4'-0' �r E / I r , t ! I 6'MIN. I It 1 I A fl STORM SEWER MANHOLE SHEET. �\ ! / 1 6. MANHOLE STEPS WILL NOT BE _ _ I REQOIRED. ' i t I 7. REMOVAL OF INSIDE FORMS SHALL / 1 �� _ -„ I NOT BE PERMITTED UNTIL ONE HOUR I I 1 AFTER THE CONCRETE POUR IS • i • `\ IL COMPLETED. • I i . K 1 2 " I 48'-78' M.R;C. PLAN Bq' a GREATER DIA ' ,��p?,?��y�,, STATE DEPARTMENT OF HIGHWAYS STM SEWERS I M.R.C. STM. SEWER F. ggycgt AND PUBLIC TRANSPORTATION PLAN �/ DISTRICT 12 STORM SEWER MANHOLE NOTE: MONOLITHIC CONCRETE • THE MANHOLE SYSTEM SHOWN ON THIS DRAWING (OPTIONAL ) --- IS A PATENTED PROCESS OF IWW INC., 723 EASTLAKE, HOUSTON, TEXAS, 77034. THE CONTRACTOR SHALL INDEMNIFY AND. SAVE HARMLESS THE STATE FROM a - _ Inn ! .b�. r p SEC 'E-E' SEC' D- D' ALL CLAIMS FOR INFRINGEMENT BY REASON OF THE o- REV. 4/9G RING ~ ' '�"' CH 12 ( A_I R& • TYPE 'IB " MANHOLE USE OF THIS PROCESS BY OTHERS WITHOUT THE a TYPE I' A " MANHOLE CONSENT of IWW INC. HA 8215 Boio t 47/ . c• DR 7F SH I9 STD D- • 14 PCS. s/A° X 2'/z' B*4 5/e' TO BE WELDED TO ANGLE IRONS 4' DRAIN TILE 4' DRAIN TILE S'-OVv" - VAR IADLE (MAX. 6' -0• ) F Y B I ._- I 1 ri _il_ • ❑ ❑ ❑❑❑ I —Jt II. E + C a c _ - - -1 I IjiftiFli HI ` 1 ❑ ❑ ❑❑ ❑ ❑ I II. II 1 A i ❑ ❑ ❑❑ ❑ ❑ II A40 ❑❑❑❑ ❑ ❑ I C I — G II ❑ ❑ ❑❑ ❑ ❑ 11 E IR ❑ ❑ ❑ ❑❑❑ II 1 ANGLE IRON ❑ ❑ ❑❑❑❑ " '/' % B" BOLTS h NOT 4' DRAIN TILE PLAN 1 TYPE N0. 1&N0. 2 INLETS ❑ ❑ ❑❑❑❑ 1 - 1 � 11 3• X 3' %%c• X 4'-0' 14 PCS. 5/' % 2Vi X 1'-TEA' I I — _ _ _ _I.F ❑ ❑ ❑ ❑❑ II ANGLE IRON• TO BE WELDED TO ANGLE IRONS L_ _ _ _— _ __.__IL _D_ _ J - -'T- II F 6'-2Vi II .1 t 1 Lt cR-R FRAME - PI AN PLAN 4'-oVz' - B• _ I H It TYPE NO. 3 INLET r g 4" 4' DRAIN TILE PLAN D i'/' 3'� 4'-O'/ 3. . • p. ___ _ ---_ TYPE ' A' INLET 4' GRAIN TILE 2•-41 — '• , 1 3' PLAN s• '/� — 'I r— TYPE ' B' INLET - - a: • BARS •A PEROSSIBLE CONST, JT. BARS ' A• -- II ' PEIWISSICLE CONST. .IT. D 3. 3, U D UALL 4 BARS o GRAVEL ;,J�'-- SECTION Y -Y U . °• ° z• B• € e ' ' - - - - -- - •o SECTION • — _ _- - _ -- _— 2'-5 GRAVEL sroRM �.-- I " TYPE N0. 2 INLET SEWER r4__3 3� - _ — O _ _ ❑ ❑ ❑ ❑ ❑ • — VARIABLE ❑ ❑ ❑ ❑ ALL *4 BARS 6• 4'-0%' B' — - -- - - - 1 SECT ION E - E STORM X ____ 31'/' .• 1 •4 REINF. BAfl5 a 12' OC 7 frffl__ B• ❑ ❑ ❑ ❑ I B9 • I� 3• BV °•• , .. v ° ° ° , . • ° GRATE PLAN — D • • D • • A •. •. p ' •v ' . v •• • ° • ° m HALF SECTION C -C HALF SECTION C -C J i • 3' D ' 0 • D I - CONCRETE WALLS MASONRY WALLS I% 'Ye I�fi �i / • O 3' AlL •4 BARS HALF SECTION A-A . HALF SECTION A-A TYPE ' B' INLET ��-yy� »„ �„ ��, n&, )y. a': ii, z. 1 SECTION CONCRETE WALLS MASONRY WALLS Lf2 TYPE ' A' INLET TYPE N0. 1 INLET R' 6 PERMISSIBLE CONST. JT. BARS 'A' PERMISSIBLE CON5T. JT. > 1 •=° ' '• �• A A A ALL PIPES PIPESO SHALLALL O CLASS C . AU. REINFORCING ENTER INLETS AS 5110" ELSEWHERE ONTEEL PLANSHALL BE DEFORMED BARS. P D • Y V . _ — _ — _ — _ _ — _ __ ?o SECTION X X V _- _ - _ - - - - - - T - - -- '4 BARS ALL TES SHOWN ARE FOR CONTRACTORS USE CNLY. ALL MATERIALS USED IN CAS - INC MANHOLE COVERS AND LADDER RUNGS SHALL CONFORM TO A. S. T-M: SPECIFICATIONS. ° ~ SECT ION F -F DRAIN TILE WILL BE INSTALLED ONLY WHERE CALLED FOR ON PLANS, ° _ B '� LADDER RUNGS GRAVEL PRECASTING OF STAGE I CONSTRUCTION WILL BE PERMITTED WITH APPROVAL OF THE ' SPACED . ENGINEER. 6' GRAVEL - 3 I o ' ;x '•• 3'- 10' TYP5 0. CB" WALLS' BRICK fit SHALL HAVE 1/2' MORTAR PLASTER COAT ON OUTSIDE ONLY. e _ - 3' -61 TYPE A ( G° WALLS) . A PERMISSIBLE CONSTRUCTION JOINT MAY BE PLACED IN TUE INLET WALL WITH THE . _ __- 6 WTSIOE D A. OF PIPE 'T q ' -0' TYPE "B V . 3 _1L . G1/ C• AONNECTIOOFN• OF PIPES TO PRECAST UNITS SHALL BE MORTARED AS DIRECTED BY THE LADDER RUNGS 2' WALLS TO BE •e' TNItx• C • O• 2 ENGINEER. • SPACED IB• 0. C. F CTrsinucTEU or 2• _— -- u • STEEL (GRATES AND FRAMES) SHALL BE GALVANIZED IN ACCORDANCE WITH ITEM 442 -_ IF 12' •METAL FOR STRUCTURES• . vS• ° 1 _ •F-- B. DETAIL OF LADDER STATE DEPARTMENT OF HIGHWAYS e•A REINF. BARS qp• -¢•BAR RUNGS - • LENGTH ' 0' -3 Tvwr TNIRo CaDRs6.lAlir ° — — AND PUBLIC TRANSPORTATION Im nc •o• •e•-c•on Lcss. v DISTRICT i2 v NOTE+ LADDER RUNGS TO w '00 _ — _ BE PLACED ONLY IN INLETS — C- •a v WITH A DEPTH OF • D' GREAT- ER THAN FOUR (4 ) FEET. BARS AW4 •� ° LADDER// • WROUGHT"ORLCASTIi INLET DETAILS TYPE A . & B INLETS o 3' TIMBER PLANK IN 2'x4. BATTENS- '- HALF SECTION D-D • HALF SECTION D- D NAIL TO EACH PLANK TYPES NO. I , NO. 2 & NO. 3 & TYPES ' A ' &8' !�"� •v -'____• CONCRETE WALLS • MASONRY WALLS PLAN WITH 2 - 20U NAILS -r�- - ° TYPE ' B' INLET :Y,= NOTE+ WHERE 512E OF PIPES PASSING THRU INLET TEMPORARY srnTE Fw°N ' :1b, ° TIMBER COVER + Rte• c/v aaJ•e Nate HALF SECTION B -B • w6 TEXAS CH 9 :[ ° )M Nw A1H HALF SECTION B- B NOTE . INLETS SHOULD BE CONSTRUCTED WITH CONCRETE . EXCEEDS AND SLOPEAWALLSSFROMWHORIZONTAL DIAMETER comm a �' CONCRETE WALLS MA501:RY WALLS BRICK INLETS SHALL ONLY BE USED WHEN SHOWN OF PIPE TO 2' -6• AT TOP. IN THE. PLANS , - I REV 9-fl-?? HARRIS Sou ti Dog YTz TYPE * Am INLET •, SW I d0-T6-b , H TABLE B TABLE C .I E E SIZE INLET SIZE BOTTOM .,. r - - - - - - - PIPE 512E CK• T THI xx.Note � I I 3" 3" PIPE SRE INLET SQE BOTTOM / On/ 1a - - - _ I I I I 'le '�� 3u ''� 19" X 30" 33" 8 VATH THICK. The Tables C B D APPY Y . I I I I I 22" x34" 37" 8' EXTENSION Section B-B Where Added Width I I 24X30" 41 " ' B" is Needed for the Line Pipe t0 1 1 i C I i 36 IN. WIN. BIN. Clear The Extension Wal/. C i I I I I I G 27" X 42` a5" 8" 42 IN. 661N, SIN. I I I I I I 29` X 45" 50" B` 48 IN. 721N. 8 IN. I I I I 1 1 F 3d X 53" 58" 8` 54tH. 78 IN. BIN. 1 I 1 I 38" X 60 67 8 COIN.6 04 IN. BIN: 5,_ Ou 6"1 •I I i 1 43X ' 76 8, 68 IN. 93 iN. 10 IN. i I• I 4 - 6 ' I I I I I 48" X76" 64 lo" 72 1N. 96 IN. 10 IN. 53' X83 92" ' Id I I 58" X 91 I03° 10" TABLE 0 Bas N - ' b _ _ _ I 63" X98" Ild' 10 i 1 I I I 1 1 68 X IO6" 116 lo" ELLIPTICAL INLET sac BOTTOM - r- - - ( I o i - 72" X 113 126° 12" PIPE SIZE WITH THICK. 1 ti Bars N - _ _ hot _ I 77" X 121" 136" 12" EXTENSION ' GRATE TY. A 19" X30" 531N. BIN. r� _ _ _ — _ �,, 1 82 X 12B" l43° 12" 87" x 136 152" 12" a2" x sa" 571N. BIN. 3�1 - - 'tpl _ - FRAME TY-A H 24" X 3B" 63 IN. BIN. �° 1 _ - - - � _ p" 27'/ X 92" 661N. • 8 IN. / ' 1 i 1I 6%j Min. 6'/<• 29" X 45" 70 IN. BIN. .4/4" Boord ✓Dint // �"lAl � I , I I I I I I I'YII 6 — 2-5'x'4 " X53" 781N. SIN. and filler tit 38" X 60" B] IN. 8 IN., Orb _ _ � � 43" X68 961N. BIN. 2 - 6 Y _ _ 1- 4q" X 76" 103 IN. 10 IN. 2 - 6 bl • - - - 3" Timber PlonFing X 83 111 IN. to IN. 3/4 I 2_6n I `TI w INLET lnl 2x48atlens ^ Nail —' I 58•' X 91 " 117 IN. 10 IN. ' //�!• I 9 I 63" x90" 1241N. Ia IN. EXTENSION _ - - to Eacn p1o/trf . t. _ _ _ _ _ _ _ - - - - - - - 68" x 106" 130 IN. 10 IN. - - - with 2-20d nets Zo I . 72" X il3" 137 N. 12 IN. PLAN II Iii II 77" X 121 44 IN, 121N. 'i- SEC. E - E 82" X 120 150 IN. 12 IN. eI P II __ EMPORARY I SEC . H - H 87" x 136" 156 IN. 12 IN. TIMBER COVER 3/q Board Join/ and filler i h\ • 4 �� - - I - - - - i I . Radius Top of Curb 3/4"Board .bite and Fitter - - - - - -1 i T Normal Gutter Line - - - - - - - - - - - - - - - - T- - - - - L� 3. 3" __ 3" ____ V I I�/F a f—�` t i z Bottom Slab b evressed - vL _r - _ _ _ _ � i- - - - - - - - - - = - - - - -I SEC.See Note +� I 6" i See Table AorB 5= d'Mit 16 • See Note ■ SEC . G G x "* Use Min. Dimension Where Tables 1 L �_ — _ _ _ _ _ _ _ _ _ _\ _ _ Speci/y Less Than 60" I ' NOTE General Notes+ _ All Rein facing Steel s/v// be No. 4 Bars. • I 1 Transition Upsireom 3Pe! l"Depression Dimensions Re%ling to Reinforcing Steel ate to the I 1 Transition Downstream I''DepreSS%an Centers Of Bars. Al/ Pipes Shall enter Inlets as Indicated I elsewhere in plans. Stage I Construction shall 1 Varie I cons/st of constructing /he lower portion d Ae Intel /0 EI 1 / ' on E/ewlion four inches above Ne lop of the highest � „ EQ o on £levo ion than • ' 6-Bors C 5-0' Min. ' - - - - - '- _ - _ - - - - - / e // , _ z/ z 2nY6coot on Manhole SlgzslsPoced of f4„ owes 6 ' 0" Min. 2 'Rod p b ' ? shat/ be provided where Depth of /n/a exceeds 4R Ban E "" ELEVATION Cass Iran Steps sho// Le the same 'as Chomfer ' 3iq" io _ - provided Manholes and shot/ be locatedBarsWall. ...... Barsa forClass o •- b 2Rod. Corners Shall be Chom(ered 3/4• P4✓emenl ° ' e :•; N 2=0_ u; All grates shall be Ductile Iron. All frames sho// . .. . . . . :. I of 4 7 ��" .a /�" 2 be Grey Cost /ran Chamfer 3/ /0 .-BASK Bars G 3/q Board Join! 1 '°• ors D Normal Guller Line ��' INLET DETAIL andFilter Z - O • Varies Bars N(See Plon) ' < : . fhl'missib/e Cas ✓, ' 6' • TYPE C A INLET WITH Bors . _ — '" — I Dowels y1f x /2 : II . :o . ; - TABLE A . - - - - � /$ , Bars D • Bars A 3y4 Board Mint and leer '1 N ' Bors M f ' ' PE SIZE E7 52E BOTTOM 6 /2 e: OR WITHOUT EXTENSION Mortar Beod c Nole: Spocmg o/ Bors A, B, O - l" 40" Ba DISTRICT 12 Bars L i ° o . b . - PI E INL THICK _ G E, F, G, N, L B M shall be - Bas B l Shooed area , q'min See Table C or D —T / Sacs H '� O7 /2 inch centers. 4Z" 47 11 indicates open— i I S� Table A or where .extension _ 48 54" e extension wa .. . . ... .. .. .. ... . . . . . .. . . . ...i S� is not regired • ' 61 " e" hors // T+ • 54" be" B" is 'used. SEC . A A " " . ' "` . °� .':—Y`.`e �. :de ;1r^'. "! a+<Bors fiel 66" 75' IO° ON' T e 72" 82 10" TR . "" I CH 9 L nn l 04 �• . ".SEC. B— B use o minimum dimension ofaA7F 6237 __ bow rt 4 where fables specify less than 46" STD . 3c2• Square 131'- z= 6 " _ ib I lk I_lYJ !re )A� I Y �— lilt __ 3 3e . I •Y+_ i wiiilri_ I II 3'S 13%': ��"I !3�,' !. . 33' ❑ Cl � � � ❑ ' . . - 9 . 2� 3 ' 3' 3 ' J 3 3 2/e 9 I /f'/ —F , I w ^ li_r�� l - 1 DODO ❑ SECTION A -A J > 3/ 3/e i 1 .77" ' sl4' .7�FS , ,, . SECTION THRU FRAME � Q❑ ❑.❑ � 1 h — —`13 •" for Type AAOtn/e /s, The Frame may be Cosf SECTION THRU GRATE ❑ ❑❑ ❑ ❑ O 1 V wi/houllAe 60 "leg, orThe adjoining legs of SECTION OF standard Frames may be cuhhthe field. �_ _ _ _ _ ___ _ _ _ ! 2'd/s CAST IRON I - BEAM .Uake / /ef1-hand and / nigh/ •h>nd TYPE A FRAME AND GRATE - -- - -- r-rr] � _� � Top elevation as f i Lj _ _ _L I ' ry . 3 ! T p 3 " ! 3" f 3' f St if f /'1ie __ 3' S- loo in ,b ns . 6' PLAN I I � . I T— • o`.i �, ar �. Norma/ to L Adje+c<n/ Flbdwa/J �'l SECTION B - B u '" ^J:. _-- - - -- - - - - - - - - - - -• PLAN plt • cl _ • TYPE . AD GRATE , , Q Na3r3°6-bar ; , 8 6" every /ned '� . , o f course. 0m% ,• >r 1 � I . • j"_ — wnere D' BARB —J- ° x :' /°3- 1 /-3 ' 6 '0'or less "V4x /9 '•/0; BAR A o I. C/ear Grate (TYpe AO) C a0x /0 '-6• � . R / bl w! 4 �s e � � - 2 Required / " m doh __ liar/sri — C r - - - - - - - - - - - - - - - - - - - - - - -- + ` � Q � ways . I a Bead D it , ' • ! 'Bu/ no! less Than one fu// course i i • SECTION C - C HALF SECTION D - D HALF SECTION D -D over h ' hest cn/eringpa. Concrete Wal/s Masonry Walls A & AD INLET 4 ✓ater: _ J_ fajets shou/dbe Crnstructeiwith Concrete . �_ __ _ _ - _._ _ _ _ . - " - - r - - - - - - - - - - - - � Brick inlets Sha/lbe used when Shown In the Plans. Frame (Type A) � y R Type ADInklr sha// ho' equipped with Type A Frame ,Z Required C and Type AD Grate. PLAN Where sire of pas pasr4y thru to/el exceed 30" increase insio'a width to dratneter ofpbe end skpe wa/fi frtm har Trele✓ahan ar -� tha. ofpipe to 2= 6 of /op. shown in p/aru - — • Cas/ Iron Manho/e step bee Manho/e De/aific spaced e/ /•Bar B 5r8 . /B7enhrrs and/ocaled on se+// rpecitied by The Engineer shall � ' - _-__._ he provided en-/ ins/a/led where 2T exceeds 5 '-0." __ _ - - 0 See Special Sheet for ExcavaGhn arm Back B// diagrams ! i . f V� �F T A,AO, 6 AAD in/e s sha// be bui/1 /a Stage f and Caa/ boot-Beam Jpe g \ a ' '"3' 3 , fbisned of/er a// gradh y operahbns are subs/en/ia//y --- - com led �1- Seam r/ S B '-lz" � 8 M TypeAD Gr /es sh //be Ducti/e boa. TypeAframesand Grafes (See De / rp z(TYP) . 2brr) _— ______ �� .� . a PART SECTION AT INVERT maybe Gray Cas tlron. � • SECTION R - R � � Thefurnishing andinsT>//aleon of Lastlroml•Beams sAa//be eon- • k B / 3 " B 3 '°'4Bev's r p Showin shapn7 offnvec pipe en/enhg from ad'aeenl rides sidered incident l tole/el (Lomp/J(TyAAO)or In/el(Stagell)(TyAAO) b , $ as the c>se may be. " . J ' both ways ' / -� Q STATE DEPARTMENT OF HIGHWAYS V j t • : v AND PUBLIC TRANSPORTATION • _. Mortar a . -- v DISTRICT 12 • Bead / 46 C7— e - 3 ----- > • " TYPE AA INLETS A , AD, & D I' ro - _ AA • SECTION C-C HALF SECTION 0 - 0 HALF . SECTION .D - D — _ — s _ Concrete Wa//s Masonry WdUs `o er. r-z' ,e"r Is s `• M+ l• - ioaro n.o s ,•s "oq. .n .wnsno MN ' nrr 'Butno/ lessThan one fu// course TYPE AAD INLET SECTION S - S PART SECTION AT INVERT ____y �' , :;' •_•- c;•^ •':. .. `e, AJd.d tr\ .. .are _____ HARRIS • ate 11 009 dj-]7 over htghesl enleeingp pe. Showing' shaping of rover ,cpe entering from opposite seder. C. DRAWER 7F SHEET I Sit 0-55 ""' I � TOP SLAB STEEL 112° 4 BARS 3'- 4" MIN.) 3 -O ^4 BARS ^ 4 BARS io I__ 6° 4 BARS 5'-10" - - - - - __ - - NORMAL GUTTER _ _ __ _� _ - - _ - - - - - DEPRESSION i r r mI 6t__________________ 4 - 6 6 1 t m • MANfdOLE _ ' l . I • i CO ER I . xl $ • - - - - - - - - - - - - i a ( I I I THIS PORTION OF INLET WALL ___ ' _ _ _ _ - _ _ _ _ _ ° - 0- _ m r ; > z h I _ OMITTED WHEN BUILT WITH -� �- TRANSITION FOR GUTTER DEPRESSION UPSTREAlA - 1 - -- -4 _ i TRA' 72fTlutl FOR CUTTER DE- - EXTENSION. _ - - - _ - I - - PRESSION DOWNSTREAM3' 0P:H I" DEPRESSION J 2" w 3 -0 PER 1 ' DEPRESSION I _ _ _. _ _ _ _ - - - - ,� _ =4_ BABS. 9L Sty m - 2T-i CURB r - - - - BOTHIYAY5 - CURB - - - - - --- -- -- - �p > CI BOARD JOINT FILLER • L B IIU8T jx4' BOARD JOINT FILLS • ° � -rn c'• vc • � 0 . _ wx M 12 INVERT SHAPINGIR51oE OIA. OF PIVE• I • -0'I 5• " 4 BARS AT 6e CONCRETE FILL —pppiR, p -s• BOTHWAYS SECTION A- A A INLET 9" EXTENSION PLAN " 1 • BACK OF CURB TOP CURB GUTTER LINE I ' I TOP CURB- .. - - - - - - FACE OF CURB , I t -- - - - - - - - I NORMAL CUTTER LINE 3tR 1 NORMAL GUTTER LINE- I / • r1 • ---�— w z DEPRESSED GUTTER LINE / • I DEPRESSED GUTTER LINE �• I n m w r----- I NORMAL TRANSVERSE SLOPE In 4 1 6" BOTTOM CURB i - a ? a 5'-0" DEPRESSED GUTTER SLOPE BOTTOM CURB 6" I ¢ - x [6 I O3„ I > r I > " 4 BARS AT 6" t DEPR ESSION SI BOARD JOINTWAYS ADDER RUN:. SHALL 1 c== -z-.l • FILLER BE T%" 0 WROUGHT IRON - 1 a °' °w 1 5 _O,. OR CAST IRON B I 2. A A D > A EXTENSION 1 - _ _ _ _ _ _ _ _ D A • n A I (INVERT SHAPING FOR PIPE AT NrF, . I I ~ ~ I„ __—� 2"� 1 I END (CONCRETE FILL) -;. ) j W ,. I 1 � 3 0 _ _ _ C _ _ - - - - - - - - - - - - - - - -- z THROAT DETAI NORMAL GUTTE 2ri 12' GUTTER DEPRESSION � . f I '_4 CONTRACTORS' INLET AS DIRECTED TO MATCH GRADED SECTION. DETAIL OF LADDER RUNGS • , ' ELEVATION INLET 2" ALL CONCRETE SHALL BE CLASS C. ALL EXPOSED CORNERS LSHALLAMS. BE CHAMFERED ES". • PIPES SHALL ENTER INLETS AS SHOWN ELSEWHERE ON PLANS. ALL QUANTITIES ARE FOR CONTRACTORS' USE ONLY . r- -- - -_ - - 1 VAR. 23 1 /2' .I ° � > ! ��-- I __-J ALL MATERIALS USED IN CASTING MANHOLE COVERS AND LADDER RUNG SHALL CONFORM TO 6' ___ 5 -O' " H _ ' 1 A. 5. T. M. SPECIFICATIONS. I I e • -- - PAYMENT OF CURB INLETS AND EXTENSIONS THERE TO AS SHOWN ON THE PLANS WILL BE MADE AT � _ _ _ _ _ _ _ - ) *4 BARS AT 6t 6' I 1 —'—T THE UNIT PRICES BID FOR THE ' INLETS• AND • INLET EXTENSIONS' . BOTHWAYS I I 3/6' N REGULAR INLET SECTION B- 8 L A PERMISSIBLE CONSTRUCTION JOINT MAY BE PLACED IN THE INLET WALL WITH THE APPROVAL - OF THE ENGINEER. 25 I /4 ' I m WHERE SHOWN ELSEWHERE ON PLANS A 6' X24 • OPENING SHALL BE PLACED IN THE BACKWALL ' OF CONSTRUCT - SLAB ADJACENT TO THE INLET AS DIRECTED BY THE ENGINEER. OPENING FOR PAVEMENT TYPES 23 3' 4- ' - ---- - � OTHER THAN CONCRETE OR I I I CEMENT STABILIZED BASE. MANHOLE O AND COVER SHALL BE 2N" UNLESS OTHERWISE SPECIFIED ELSEWHERE IN THE LA - - - � i PRECASTINGNG I IO OF STAGE CONSTRUCTN WILL BE PERMITTED WITH THE APPROVAL OF THE ENGINEER. It 5=0' i��5' _� CONNECTION OF PIPES TO PRECAST UNITS SHALL BE MORTARED AS DIRECTED BY THE ENGINEER. BUT NOT THAN SIX REQUIRED OVER HIGHEST PIPE . INLET WITH ONE EXTENSION ev r 22 _ LADDER RUNGS WILL BE REQUIRED WHERE THE DEPTH OF THE INLET EXCEEDS 5 ' -0' STEEL WHEN USED, (RIINGSRUNGS AND COVERS ) SHALL SPACED BE IGALVANIZED LOCATED ACCORDANCE WITHED THE ITEM 44ZI VEER. CURVE AS NECESSARY T ' METAL FOR STRUCTURES' . TO FIT CURB ALIGNMENT ( 24° T_ I I (� STATE PUBLICE TRICE 1ORTMENT OF IATIONYS I . 32 1 /4 • 5' -0' DISTRICT 12 �__ __ __ _ _ _ _ _ _ _ _ _ _ DETAIL OF Rev. 4190Tmmiti4^/ iv: "v: STATE HEAVY DUTY 22" I . D. BY 6' HIGH WITH GUIDED MN Ring INLET WITH TWO EXTENSIONS CURB INLET TYPE C .N a/vI ns TExas CW z fl0 n - xO RING OR AS REQUIRED. . V- 1418 - 2 OR EQUIVALENT, . caRIS PLAN OF INLET AND EXTENSIONS re 11ARRIS eom I ? owvTa cit $T0 0-2•AO-?6-0 NATLRA GROUND, fiN15HED GRADE u. _ C G. MANHOLE, INLET OR PRECAST PIPE SEWER PIPE OR PIPE CULVERT OR SUB�RACE WHICHEVER & z JUNCTION BOX EXCAVATION AND BACKFILL FACTORS REQUIRES LEAST EXCAVATION a `IMITS OF MEASUREMENT NATURAL GROUND, FINISDE. W IC OR EXCAVATION CULVERT OR SEWER CULVERT OR SEWER CEM. STAB. CEM. STAB. BACKFILL GRADE, OR SUBGRADE, WHICHEVER �+ NATURAL GROUND ROADWAY EXCAVATION PIPE T EXCAVATION EXCAVATION BACKFILL C.Y. BY EQUATION REQUIRES LEAST EXCAVATION .Y. PER •L.F. IN A PAVED, AREA \I 1 //`\ _ / /,\ /,a /� DIA. FT, C.Y. PER L.F. PER C.Y. PER L.F.LF, PER FINISHED GRADE IN FT, OF DEPTH FT. OF DEPTH IN A GRADED AREA i \ REGULAR BACKFILL IN IN A PAVED AREA IN A GRADED AREA . ACCORDANCE WITH PROPOSED ROADWAY 1 I 444 144 - I �'Y REGULAR BACKFILL IN SUBGRADE p 169 0.094 _ I t ITEMS 400 OR Rut LINE q 0.165 I ACCORDANCE WITH 0.152 l 0.188 I N - 0.2761 i I . ITEMS 400 OR 401 VARIABLE 10 nfl 210 I'-0' 3 0.210 0.210 O.IB9 �- LIMITS OF MEASUREMENT FOR - q I 0.23! 0.229 (0 Six - .526) ( A. I ) ) 0.451 1 811 __ " 1 o. CEMENT STABILIZED BACKFILL 48 0 4 8 11 i x - 41 54 0.46 0.275 0.349 i LIMITS OF MEASUREMENT 0.370 0.588 l0. 96 x - LO'1 �I Q FOR EXCAVATION 60 0.50 0.660 - 1 f 66 0.54 0.392 • / L (0340 H - L4911 ID.42 - I . . . . - 72 0,340 0.414 0.BU L 10.361 H - 1.7421 . (E,+- A.SIDE) i i 76 0.435 I 1 / 84 0.67 0.383 0.457 0.893 L 10.383 H - 2.0231 EXCAVATION DETAIL FOR PIPE SEWER EXCAVATION DETAIL FOR I t/•' 03 'A1 l : LENGTH STABILIZEDO AND REINF . CONC . PIPE MONOLITHIC PIPE " SEWER " a`� : • CEMENT NG11 I 4 . U �._- I BACKFILL ALONG TILE CULVERT. IN A PAVED AREA IN A PAVED OR GRADED AREA ' TA oa• . - MONOLITHIC SEWERS. EXCAVATION FACTORS BOTTOM OF SUBGRADE < REGULAR BACKFILL I': ' IN p_p• SAND FOR PRECAST� . 0' PIPE T SEWER EXCAVATION ACCORDANCE WITH ITEMS 400 OR 401 CY. PER L•F, PER �\ .. TYPICAL SECTION OF MANHOLE, INLET , OR JUNCTION DINA- FT .FT. OF DEPTH BOX IN A PAVED OR GRADED AREA NATURAL. GROUND, FINISHED Q BOX SEWER OR. BOX CULVERT 417 I_ • % GRADE OR SUBGRADE WHICHEVER 0.458 ' I \ — . REQUIRES LEAST EXCAVATION I CL PROJECT 48 0.458 01 82 E MANHOLE, INLET 54 0.500 •0204 OR JUNCTION BOX MEDIAN SHLOR. ROADWAY 60 0563 0.228 p. • I �a ' i'- • H ' \ VARIES 2'-0 66 ' 0.583 0.247 LIMITS OF tAEA5UREMENT SUBGRADE UNE REGULAR BACKFILL ACCORDANCE 7 0.625 0.269 tf I FOR EXCAVATION ITH ITEMS 400 OR 401 0.267 7 0.62 • 84 0.625 0.306 LIMITS OF MEASUREMENT FOR \ • CEMENT STABILIZED BACKFILL I'-0' VARIABLE • NOTE: CEMENT STABILIZED BACKFILL MAY BE OMITTED IN PRIVATE DRIVEWAYS AS INDICATED ELSEWHERE IN THE 'PLANS' CEM. STAB. DETAIL FOR PIPE SEWER • ' ° !. _ RUBBER GASKETS SHALL BE REQUIRED FOR ALL AND REINF . CONC . PIPE i /A -+ JOINTS ON • IN A PAVED • AREA AV* EXCAVATION AND REGULAR BACK v� CEMENT STABILIZED BACKFILL CULVERTS AND PROPOSED CROSS SSTORM SEWER SYSTEMS. INCLUDING DETOURS * FILL DETAIL. FOR BOX SEWERS o PIPE SEWER, R.C.P., OR BOX CULVERT UNLESS OTHERWISE SHOWN IN THE PLANS. AND BOX CULVERTS IN A • J * BACKFILL WITH CEMENT STABILIZED MATERIAL WILL GRADED AREA HORIZONTAL LIMITS, OF CEM. STAB, BKFL. :BE REQUIRED FOR ALL STRUCTURES UNDER DETOURS 2' - O" OUTSIDE SHOULDER LINE UNLESS SPECIFIED IN THE GENERAL NOTES. NATURAL GROUND, FINISHED GRADE E PROJECT • LIMITS OF MEASUREMENT OR SUBGRADE, WHICHEVER REQUIRES FOR EXCAVATION LEAST EXCAVATION m 1 . 1 REGULAR BACKFILL IN _ E BOX SEWER OR BOX CULVERT - E MANHOLE. INLET MEDIAN ' ACCORDANCE WITH ROADWAY ITEMS 400 AND 401 BOTTOM OF SUBGRADE OR JUNCTION BOX /..\ . REGULAR BACKFILL IN ACCORDANCE VARIES 2'-0' WITH ITEMS 400 OR 401 4N LIMITS OF MEASUREMENT SUBGRADE LINE• /•�\ FOR CEMENT STABILIZED Ap. I Eo- D' BACKFILL • SPRING LINE v' __. 1 VARIABLE • AAyo • . I'-0' - STATE DEPARTMENT OF H!"AYS '-0' LIMITS OF MEASUREMENT Ala PUBLIC TRANSPORTATION FOR CEMENT STABILIZED DISTRICT 12 - • ,\\ BACKFILL - _ + _ o EXCAVATION & BACKFILL • /�/.a ; EXCAVATION & CEM . STAB . BKFL. DETAIL ' of CEMENT STABILIZED BACKFILL DIAGRAMS FOR PIPE SEWER AND REINF . CONC. PIPE PIPE SEWER, R.C.P., OR BOX CULVERT IN A GRADED AREA CEM . STAB. BKFL FOR BOX SEWERS AND BOX ' CULVERTS HORIZONTAL LIMITS OF CEM. STAB. BKFL . sTA1E IN - A PAVED AREA REY 5/90 Rl °BER °AAET O" °°L "• °"tE TEXAS w e e r • 2 ' 0" OUTSIDE BACK OF CURB REv =/g °ET« R A £ �" QA 'E'"° 2 • LIMITS FOR 4 AVATIOS INCLUDING DETOURS * REV Mes E«AT. - - - D1' FOR 42' PIPE SEWER OR R.CP. & LESS. °. th D:2' FOR PIPE SEWER OR R•CP. GREATER THAN 42 flow or�i s .? 510 0-H SYM. ABOUT CEM: STAB. BACKFILL MANHOLE OR INLET FRAME TO BE REMOVED. CONC MAY BE CLASS " A' EXIST. ASPH. SURFACE OR PAVING CONC. PA A ° • e • ° . • ° e • a a • ° ° ° ° ' ° p° ° n °e MIN. i ' CL. A CONC PLUG • • ° ° 0 q\\° e � . EXIST. CONC. BASE y SUBGRADE w ALL PIPE TO BE ABANDONED IN PLACE WILL BE e • a ° PLUGGED WITH CL. A CONC. THERE WILL BE NO • •S°�a ss— N' DIRECT PAYMENT FOR THIS OPERATION BUT WILL J6. t BE SUBSIDIARY TO REMOVING OLD CONC. STRUCTURES (PIPE) • k \NO.6 BAR BENT AS SHOWN O j NOTE: NO CONC OR CEM • STAB BKFL REQUIRED IN GRADED AREAS. NOTE: REINFORCED CONC. CAP SHALL BE PRECAST & PROPERLY ' CURED BEFORE PLACING IN BASE & PAY. NOT SHOW POSITION. • REINFORCED CONC. CA NO.6 BAR BENT AS SHOW A A LIMIT OF BASE • TO BE REMOVED ISOMETRIC VIEW OF GRADED INLET )SPA/2^ E BARS 16 A T . 1 C/C NO.5 BARS c 6"CC BOTH WAYS • " e e 6. 5 ' -0• a COMPLETED EXISTING 5• -0• • DETAIL SHOWING METHOD OF CAPPING ABANDONED e _ _ • MANHOLES OR INLETS . (GRADED OR PAVED AREAS ) m �. • I ' DEPTH PREFORMED JOINT SEALER 2"X4° BATTENS f NAIL TO . EACH PLANK WITH 20D NAIL yG , NOTE: I INLETION OF L' BARS SHALL BE DRILLED AND GROUTEDINCHES BENDS INTO & CUTS N DETERMINED SHALL BE DE INED IN FIELD. ELEVATION ELEVATION PLAN OUTSIDE DIMENSIN 'OF INLET 3.-10il - EXIST . SIDEWALK INSIDE BII BII9^ - — y •. e a•• z -- a —� o a — - ---t— E STATE AND PUBLIC TRANSPORT TRANENT OF SPORTATION • o — __tn ;) 1l _ DISTRICT 12 A VARIABLE SLOPE - g • 3: I USUAL_ _ _ _ _ EXIST. 5 ' XI ' CONC. DRAIN MISCELLANEOUS SEWER DETAILS 1i17/ I/2 b BAR __ __ _ w o vii _ (TO BE CUT BACK TO BACK OF • 0 n -_ __ _ 1 • DEPTH PREFORMED TY -C INLET ) . U, '° __ I _.-.7 - -_,' m JOINT SEALER 1 SECTION B B :r. PLAN OF BOTTOM-OTHER TYPES PLAN OF BOTTOM - .TYPE A :"_"..".,9;.`.'.°.:� b' so 9f0/ 11114. Q .�' m6 TE%AS CH 4i � " Y[N " Hia, TEMPORARY COVERS FOR ALL TYPES OF INLETS j7�f Ilo coonTr u09 480 a. jilL LTD J -14 COMPLETED EXISTING• ' 4arlable , I Concrete may be Class ' A ' Manhole or Inlet frame or Paving Concrete to be removed Existing asph, surface• • ' • ,AI• ; '�� •• •�" Ex l sting cone, base I Pavement _ _ _ �� J9 Class ' 8' Conc. RlPrap� Cement Stab. . 3O5e �i '• Subgrade ` -a - - In Est. at 0. 8 c. y. each iv ,p . , o Min. 6' Dirty nofTy* - - - z Reinforced Conc. Cap o 6 I /4 • Retain Wali �' /4 ig 4 w :• NOTES I wl �SECTION A — A Reinforced Concrete Cap shallfbe pre-cost & properly cured before piactnq In position. ' PLAN OF BOTTOM PLAN OF BOTTOM• Shall equal outside dimensions of Inleta6 Bar Bent as shown *Wall thickness' + 1 /4 ' 2' x4 Battens (Noll to each planK with 2od nails prop - -- -3 ' Planking Curb Walls of manhole or Inlet PLAN A ELEVATION -OTHER TYPES ELEVATION - TYPE A ' 11 1 3 ' 1 Varies _f A 1 1 A M I n. 2' 1 ; ' TEMPORARY COVERS FOR ALL TYPES OF INLETS Q� I nit of base / It ' to be removed _ 4' Rlprop ( Cone) (Ty. N) Far BAOTE , t, ^ _ • FT No. 5 at 6' cc. SEE NOTE . Cw:l 4' Riprap (Conc) (CI . B) , • r • ,, o ways 16 Warp slopes to meet Inlet. SECTION A - A DETAIL SHOWING METHOD OF CAPPING MANHOLES OR INLETS WHEN REQUIRED a Co P •( ALL PIPE TO BE ABANDONED IN PLACE WILL BE �� PTpfoP 9 .—/ plugged with C1 . ' A' Cone. There will be no direct payment for this operation will be q, subsidiary to Removing Old Conc. Structures (Pipe) AT l ENDIOFLRETAIN^INGTWALL MIn. I ' CL ' A' Conc, Piug PIPE TO ABANDON & PLUG STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION DISTRICT 12 MISCELLANEOUS STORM *' NOTE : CEMENT STABILIZED BACKFILL SHALL BE - SEWER DETAILS USED IN PAVED AREAS . po. STATE ' _ iE%Ab CHr9 L( •lo ) Mc'b NH 0UNTY u H 5 4o i0 !L 0a9 4H/ Ct STD D-43 • AP 74-B TOTAL UANTITIES BILL OF REINFORCING STEEL FOR L= B LIFT. CULV TYPE DIMEN- MAX. QUANTITIES P. L.F. OF BARS , "A BARS B U4 BARS D # 4 BARS F 9 18" MAX, WEIGHT SIZE SECT. SIONS FILL FOR L= 8' BARREL TOP SLAB BOTTOM SLAB - BARS C @18' +_ C. TO C. LENGTH L - 7' L : at 2 2• ? CONCREINF. GONG REINF. 1 S H T U C.Y. LOS. C.Y. LOS. O. SIZE SPA. LG. WT. f SIZE SPA LG. WT N I A LG W Ft SPA F2 S A S A AL L 2 6' 6 I4 1. 778 193 .22 2 24. 13 9 "" 4 12 3 -6 21 12 44 8 136` 108 3 14" 8 14 2 15 13 64 7,330 ' iu S 3 1 6 6 14 2.074 230 .2592 28.88 9 4 11 3 -6 21 13 ' 4 7 156 " 135 3 14 " 8 14 4 14" 15 74 8 .560 2 1 6 6 12 2.074 295 .2592 36.88 8 5 14'. 4'- 6" 38 II # 5 9 ' 15'-6" 178 4 I8 " 10 ID" 2 IS ' I6 79 8 ,600 4 I 6' 12 2.370 346 .2963 43.75 8 5 i2' 4•-6 ` 38 2 ° 5 ' 8 17L6 ' 219 4 18 10 18 4 14" 18 09 9 ,840 II 4 t g 12 2.667 395 .3333 49.38 9 5 I2 4 - 6° 42 13 e5 7 1 264 4 I B" 10 18 " 4 I B i 8 89 11 .070 2 8 " 2.370 385 .2963 4825 10 5 10' 5 - 6' 5 ] II e5 9 63 9 • 5 II' 166 8 17" 10 17 " 2 IS" 20 99 9 .860 INTERIOR WALL FACE 3 2 6 6' 8' 2.667 426 .3333 53.25 11 # 5 9' 5'- 6 63 12 '" 5 8 5'- 6 ' ' 69 9 # 5 12 19' 8' 185 8 17•' 10 17 '• 4 I4" 22 109 11 , 100 INTERIOR WALL FACE MTERIOR SLAB FACE 4 2 6 6 8 2.963 444 .3704 57.00 I 5 8 5'- 6 63 12 ' 5 7 5 - 6 69 9 5 12 21 -8 203 8 17 " 10 17 " 4 18 22 109 12 ,310 5 3 6 7 8 3.556 548 .4445 6850 II 5 . 5 - 8 65 12 # 5 8 5 - B 71 8 ' 5 13 24-0 200 12 5 - 6 44 10 i7 ' 12 17 12 IB 34 160 14780 SINGLE MAT DOUBLE MAT 3 2 6" 6 8 2.963 568 .3704 71.00 14 x5 7 6'- 6' 95 14 5 7 95 II 9 ` 21-8 249 10 IS" 12 15" 4 14 " 26 129 12 . 390 4 2 6" 6` 8 3.259 605 .4074 75.63 15 # 5 '6 6 - 6 102 15 # 5 6 6'- 6 102 ii5 9 238 272 10 IS" 12 IS" 4 18" 26 129 13 ,620 PLACEMENT PLACEMENT 6 5 3 6' 7 8 •3.852 684 .4615 850 14 5 7' 6 - 8 ' 97 15 • 5 6'-8 104 10 # 5 10 260 ' 271 =2illl I6 " 12 I6 " 12 18 " 3If 168 16 ,070I6" 1216 " 16I6 " 38 189 17 ,52058I8" 12 18 " 4 14 '• 26 129 14 ,520 2IB " 14 18" q IB 30 148 15740 217 =' 14 " 12IB382A circumferential bar may be 2 1 ' 14 17 20 15 46 228 21 , 110 por ravidove oreither the tongue 6-U9UAL groove or both. 4 6 • 6 6 4.074 979 .5093 12238 IS R6 6 0 - 6 192 14 ^' 6 7 ' 8'- 6 ' 179 II # 6 9 ' 27c10' 460 12 17 ° 14 17 4 IB " 30 148 17. 180 Bars F Bars F 5 6 7 6' 4.671 1050 .5838 131.25 14 # 6 7 182 14 • 6 7 " 0L 8 ' 182 10 # 6 10' 30-2 ` 453 t 2 5'- 6' 44 12 17 " 14 17 12 18 ° 38 1 B 9 19 640 8 6 3 6 7 6 5.0.17 1107 627f Id838 14 e6 7 8 '- 8 " 182 14 • 6 7 8 - 8 182 10 # 6 10 32-2 483 I2 6- rt '- 6' 52 12 17 " 14 i7 ° i6 i6" 42 208 21080 - 7 3 6 7 6 5.362 1178 .6703 147.25 14 ' 6 7 ' 8'-8 ' 182 15 # 6 6V288 ' 195 10 w6 I0 � 342 ' 51 .3 12 7 - 6 60 12 17 " 14 17 ° 20 I5 " 46 228 22530 8 3 6 6 6. 157 1202 .7696 150.25 13 Y6 7 B'- 10' 172 14 # 6 7 ' 8'- 10' 186 10 w6 10 366 548 12 8'- 6 68 12 18 " 14 IB " 20 IB " 46 228 25770 _ 5 3 7 7 6' 5.242 1222 .6553 152.75 15 # 6 6 9'- 8 ' 216 IS e6 6 9 - 8 ° 218 11 # 6 9 324 ' 534 12 5' 6" 44 14 17 " 6 17 ° 12 I8 " 42 208 22 , 070 "''�•OR OR 6 3 7 7 6 5.588 1297 .6985 162. 13 16 # 6 6 9 - B 232 15 6 6 9'- B ' 218 I # 6 9 344 " 567 12 6 - 6 " 52 14 17 i 6 17 " 16 I6 " 46 228 2 , 53O INTERIOR WALL OR 9 7 3 7 6' 5.934 1372 .7417 171. 50 16 • 6 64 9'- 8 ' 232 I6 # 6 6 ' 9'-8 ' 232 I1 # 6 9 ° 36'- 4 ' 600 12 ' 7'- 6 ` 60 14 17 " 16 17 " 20 15 " 50 248 24980 SLAB FACE B 3 7 8 6' 6733 139 $ .8416 174.88 I56 6 " 9'-10' 222 15 " 6 6 - 222 11 • 6 9 38'- 8 ' 639 12 8' - 6" 68 14 17 ° I6 17 ° 20 I8 " 50 248 28230 STEEL SUPPORT 9 3 7 6 7. 120 1460 .8909 18250 15 6 62° 9 - 10 222 15 y6 6 9 - 10" 222 it # 6 9 ' 40-0 672 12 9 - 6 76 14 17 16 1724 17 54 268 29880 5 3 7 7" 6 ' 5589 1470 :6985183.75 17 " 6 ' 5 " 10'- 7 16 # 6 61 10'- 8 " 256 13 # 6 7 3d- 4 " 670 12 5' - 6 ' 44 16 I6 " IB I6 " 12 I8 " 46 228 23650 DETAIL 6 3 7 " 6 ' 5.934 537 .7417 9213 17 w6 5 " 10 - 8 " 272 16 # 6 6 ' 10 - 8 ' 256 13 # 6 7 36- 4 709 12 6 - 6 52 I6 I6 " IS i6 " I6 I6 " 50 248 25090 NOTE : As many Bars F as necessary may Cement Stabilized Backfiil 7 3 7" 7 ° 6 6.279 1604 .7849 200.50 17 # 6 5 ' 10'- 8 ' 272 17 # 6 5 10'- 8 ' 256 13 • 6 7 ' 38= 4 ' 748 12 60 16 i6 I B I6 " 20 IS" 54 26826 .54Q, be extended to end of box to support I0 8 3 7 8" 6 ' 7.0781623 .8646 202.88 1] # 6 5 10-10' 277 17 'r6 5 10'- 10' 277 12 � 6 8 " 40'- 8 " 733 12 8' - 6" 68 $ 6 16 IB 16" 20 IB " 54 268 29790 steel during manufacture, Bars may be 9 3 7 8" 7.473 686 •9342 210.75 17 e6 5 10'-10 277 17 # 6 5 10'-10 277 12 # 6 8 ' 42'-8 769 12 76 16 i6" IB IC " 24 17 " 58 287 31 . 430 slighlly bent to clear slope on groove lip MULTIPLE UNIT PLACEMENT 0 3 7 8 6 7.868 1817 .9835 227J3 17 # 6 5 10'-10° 277 17 # 6 51 10 -10' 277 13 # 6 7 44 - 8 872 12 106 84 I6 I6 ° 18 I6 ° 28 i6 " 62 307 33 120 may ben in Betail.ted by bar extensions the sleet welded to Bars F. } 5 s GENERAL NOTES: WI- ga U 1 g - 4` . ' • 2` ) L Cement Stabilized Backfill shall be considered subsidiary to the unit UPI 3 S — '- • " - 5�2U -1' " 22,,,..,,��Y - - p e bid for Concrete Box. 9" ( 0" + 2"1 ric tr t t/6 S+ 2 f - f " I o- (Bottom Mai Tap Mat All weldin y quoilfied welder. H c oft m Mot Top Mat welding lobe be done b C a I C Additional s Imes in reinforcing steel not shown hereon, must be sub- F2 f` milled to the Bridge Division for approval prior to' fabricotion. ft ' a , . .. . • _ _______--- ----------y Grade 60 Bars or Wire Fabric may be used in place of Grade 40 Steel 1 • by supplying 82 % of the area of steel per linear foot shown In the Tables N F N A G A u for Bors A,B , C and 0. + M I Longitudinal stgel shall have of least as much area a's Bars F and Ft °`-- = shall be spaced of 18 CC; maximum. Fi Opt'onol Forming - I Tp se designs are adequate for HIS, 20 live loading and any fill depth Optional Forming 0 _ I Wi _ from 2 - O` to Ihe maximum shown in the the tables. Mkt - I in lieu of furnishing the designs shown on this detail the contractor may Fso 1 A use designs from either Sid. PC-3, PC• 7 or ASTM C - 789 , Table 1. in either - Omit for TY. 2 only, _ _ I case, the substituted design must equal or exceed the maximum fill height for the a 1 E I maximum fill height for the some sized box In the table on his detail. For boxes E 2" >. E 1 'E 1 reinforced with wire fabric the minimum cover shall be three limes the wire i r' i 80 2 C - I n diameter but not less than one Inch, Placing of reinforcment shall otherwise C = ws . -, S * 2U - 4' T . 283 conform to specilicolian "Reinforcing Steeil. SYm. ahl. E SYm. chid - t S * eT . I - - 3 3 Fs t N 1- B E # c c II Ee ..• H _ 2 x V 04 Fz � MI x `� F1 �, S _ a _ ___,_ -._____ " N + x_ic TEXAS HIGHWAY DEPARTMENT — --J'--`r•' _ ' s ~ BRIDGE DIVISION Fz G_ PRECAST ' CONCRETE C t/ (S 2U . r + . ` • 1/8 U I to Top Mot • Bottom Mal •_\f HALF SECTION HALF SECTION SIDE AND TOP VIEW BARS C BOX CULVERTS NOTE: Tongue and groove dimensional controls TYPE 1 TYPES 2 & 3 shown ore Intended to allow either a 4" long " slope Joint , a 6' long 6' slope joint or any joint configuration within these limits . _ OPermissible lack welding o mots shown_ Dimensions shown as minimums shall be main - P C OPermissible tack welding both mats, lalbed around the perimeter of the box. ' n :µARCH 1983 ' eCCTo�v. 'IX B6(Gen�Nai.sl e',12 [, I°'e .Y' 's�a .s> s.sfln2 .:-ros Rsv.e-66(Gen. Norssl :-ca H RR o o i a. m„ TOTAL UANTITIES BILL OF REINFORCING STEEL FOR L = 8 LIFT. CULV. TYPE DIMEN MAX. QUANTITIES P. L.F OF BARS A BARS- B # 4 BARS D * 4 BARS F IS IS NAX. WEIGHT SIZE SECT. SIONS FILL FOR L^ 8' BARREL TOP SLAB BOTTOM SLAB BARS C e18" Y C. TO C. LENGTH L' - 7 ' La 8' 2 2 CONC. EINF CONC. REINF. 1 S H T U C:Y. LBS. C.K LBS. NO. IZ PA LG. 'WT. " NO. IZ SPA. LG. WT. NO. IZ PA LO. WT. NO. I� AA MIRA . Fz PA Fs PA. OTA WT. LB .12 5 BV 12'- 4° 1548 14• 2 15° 10 50 4, 94013 #5 71W 14'-4 ' 1948 14 ' 4 14" 12 59 S 78017 #5 6' 14'-IO' 26310 14 " 2 IS" 12 59 7 470J, _____13 #6 7 I6'-10 ' 32910 14° 4 14° 14 69 8 520I15 # 6 6 18'- 10 42410 14° 4 I4 ' 14 69 9 5902 2 6" 6' 8 - 2518 385 .3148 48. 13 10 5 10 5 - 6 57 I563 9 #5 11 ` 17'- B° 166 IO 17 ` 2 IS` 20 99 10 , 460 INTERIOR WALL FACE 69 9 #5 12" 19'- B ' 185 10 17 4 14 22 0 t 700 INTERIOR WALL FACE INTERIOR SLAB FACE 69 8 A5 13 21'- 8 " IBi , ` 10 17`� 4 1B° 22 109 12 890 75 195 14 23- 8 197 12 10 17 12 17 30 148 14 170 SINGLE MAT DOUBLE MAT 6'- 9 ' 83 9 ' 5 II ' 22-4 ' 21 O " 12 16 ' 4 IS " 26 129 15 3906'- 8 " 83 9 ' 5 12 " 24'-4 ' 228 i2 16° 4 IS" 26 129 i6 BOOPLACEMENT PLACEMENT 6 " ' ' 055506 7563 12 #5 8 ` 6'- 8 ' 83 13 90 8 # 5 13 26- 4 ' 220 12 " 12 16 i2 17 " 34 68 IB 60 6 '- 8 ' 97' 8 ' 5 13 28'-4 " 236 12 12 16 16 16 38 188 19 .6907'- 10" 98 10 ' 5 10' 25'-0 ° 26l " 14 16" 4 15 30 148 19 620106 9 #5 II ' 27L0 " 253 ' 14 I6 ` 6 IS " 32 159 2307 3 8" 8' 6' 5. 33 716 .6916 89 .50 12 5 8 7 - 10" 98 14 s5 7p511 ' 9=0 " 12 ' 14 16 " 12 I8 ' 38 188 22 900 6 3 B` B , 6 5.928 771 .740 96.38 13 # 5 7 ' 7 '- 10" 106 14 t5 7 ` 7'- 10" 114 9 # 5 12" 31'- 0 ° 291 12 66 52 12 I6 " 14 16 " 16 17" 42 208 24 , 540 Acircumterontlol bar may be 7 3 8 B 6 6.323 827 .7904 (03.36 13 ' 5 7 7 - 10" 106 15 5 SW 7'- t0' 123 9 # 5 . 12 33=0 ` 310 12 7 - 6 60 12 16 14 16 20 16 46 228 26 . 180 provided in either the tongue 6"USUAL 4 2 8' 5.533 798 .6916 99. 75 15 ' 5 6 8 - 10" 138 IS # 5 6 " 8'- 10" 138 12 # 5 BV ' 29'-O " 363 12 IB " 14 IB " 6 IS ' 32 159 22960 or groove or both. I— g 3 8" 8 6 5.928 8737410 109. 13 I5 ° 5 6 ` 8 '- 10' 138 16 #5 6 ' 8 '- 10" 147 11 #5 9 " 31'- 0356 12 5 - 6" 44 12 18 14 IB 12 18 ' 38 186 24610 BarsF BarsF 8. ' 6 3 8 8 6 6.323 933 .7904 116.63 I6 # 5 6 " 8 - 10" 147 16 #5 6 - 8'- 10" 147 11 05 9 33 .0 ° 379 i2 52 ' 12 18 ` 14 18 I6 17 42 208 26 250 7 3 8 6 719 ' 994 ,8399 14 • 6 " 8 - 10" 147 17 #5 5 6'- 10' 157 II e5 9 5'- 0' 402 12 7 - 6" 60 12 IB 14 18 " 20 I6" 46 228 27 900 8 3 8 6 ' 7.114 1025 .0893 128. 13 16 # 5 6 8'- IO" 147 17 5 5 " 8'- 10" 157 II #5 9 ' 37-0 " 425 12 B - 6° 68 12 .I B 14 18 20 18 46 228 29 . 520 •,s, I:jt ... ..._y.,. 5 3 9 9 6 7.222 996 .902B 12450 15 * 5 6V2" 10'- O° 156 16 #5 6.' Id- O" 167 12 # 5 8 ` 33 - 8 ' 421 12 5'- 6` 44 14 I8 " I6 18 12 IB ' 42 200 29 940 L ' 6 3 9 9 6 7.665 1070 .951 13375 . 16 6 " IO'-O " 167 17 r5 5 IC!- 0" 177 12 # 5 8V2 35L8 446 12 6 - 6` 52 14 18 ' I6 IS ' 16 i7 ` 46 228 31 . 780 ' WTERIOR WALL OR 9 7 3 6 B. tll 1123 1Q14 140.38 I6 # 5 6 ItlO ' 167 17 s5 5 10-0' 177 12 ' 5 812 37'-8 ' 471 12 7'- 6 60 14 IB 16 18 " 20 I6 50 248 33 , 620 SLAB FACE 8 3 9" 9` 6' 8.555 11871.069 148.38 '12 # 6 8V2` nd4 13 # 6 7V2" 10'-0' 195 $ 2 # 5 8 " 39'- 8 " 496 12 8'- 6 68 14 IS " I6 18 20 18 50 248 35 , 470 STEEL SUPPORT 9 3 9 9 88.999 . 12561.125 157.00 12 ' 6 8 14 # 6 7 ' 10-0' 210 12 #5 8 41'- 8 " 22 12 9 - 6 76 14 i8 I6 IB 24 17 54 68 37 , 310 O 5 3 10' IO" 6 ' 8.640 1223 1.080 152.88 11 # 6 9 " 12 # 6 6 ' il2 " 20 ! 10 X6 10 36= 4 ` 546 12 5' - 6 " 44 16 17 ` 18 17 ` 6 15 ' 50 248 35 . 840 DETAIL 6 3 10 10" 6 9. 133 12201. 142 152.50 12 # 6 1E51'- 7 ' 1 12 p6 8 ' 11'- 2 ' 201 9 " 6 11 38'-4518 12 G - 6 52 I6 17 IB 17 I6 I248 3NOTE : As many Bars F as ecessary may7 3 10 10' 69.627 1292 1. 203 I6I.50 12 # 6 8 " 13 36 7V " II'- 2" 218 9 * 6 111/ 40'-4 " 545 12 76 60 I6 17 I B 17 20 17 54 268 39 880 be extended to end of box to supportCemenl 5tabi)ized BacNlili t0 8 3 10 10 610..120 13631265 17038 12 # 6 8 " 1 14 ; 67 ' 11 - 2" 235 9 � 6 IIV ° 42- 4572 12 8'- 6 ' 68 I6 17 18 17 24 IB 58 287 41930 steel during manufacture. Bars may be 9 3 10 10" 6 ' 10.6 )4 13981.327 174.75 12 � 6 8 " 1 i4 6 7 11 - 2 2 slightly bent to clear slope on groove lip MULTIPLE UNIT PLACEMENT 10 3 10 I 6 II.108 1470 1389 18375 12 # 6 8 " II - 2 201 IS 6 6 Ii'- 2 ' 252 9 # 6 11 46'-4 ' 626 12 10 - 6 84 16 17 I B ir 28 I7 62 307 46 , 000 as shown l supported by bar exien Ihe sieel sions welded to Bars F. GENERAL NOTES: U I S 4"(- /4 + 2') L Cement Stabilized Backfill shall be considered subsidiary to the unit U yz 9 E price bid for Concrete Box. h Sr2U •� 2" V6 S . 2U -r • w 4 ( O" • 2') ys(Se2NI' ' X E Bottom Mot• Top Mal - All welding to be done by qualified welder, V I C , . . . .. {.. Fzr.:. : >: ' _ = Additional splices in reinforcing sleet not shown hereon, must be sub- , !Fz .r: .... . ..: . ::•,�' : :: :.: .: .:::: : .. ; :: — milleGrode 60r8ars orvWienFobrcmaY boval erused in pierce o(ior to nGde 4T bleat ' . by supplying 82% of the area of steel perlinear f o shown n the a es 1= A u for Bars ABC and D. r I - Longitudinal st gecl shall hove at least as much area as Bars Fond 3 - s o FI a ` s n � I _ shall be spaced at 18 .c. maximum. Those designs are adequate for HS 20 live loading and any fill depth _ _ D — I from 2'- 0" to the maximum shown in the the tables. I In lieu of furnishing the desigpn shown an this detail the contractor may F3 - �' I use designs from either Std. PC-I, PC-7 or ASTM C 789 , Tabled. In either m Omit for TY. 2 only. case, the substituted design must equal or exceed the maximum fill height tar 1 the some sized box in the table on his detail, For boxes reinforced with wire- E 2" ! E fabric the minimum cover shall be three times the wire diameter but not less 2' - o } I than one inch. Placing of relnforcment shall otherwise conform to specifi - a. C C = I m cation ' Reinforting SIeeL° c ry SYm abt. 4. SYm. abl. - S+ 2 U - 4" _ 3 3 ' I F3 i . F- � B E 3 a c i E- !. ..... .. ; VJ �" c . ... ....::; a °a ' + : TEXAS HIGHWAY DEPARTMENT x _ - - - -- - -- •--- ---- - ----- — — e. a _ _ + BRIDGE DIVISION• .. .. . . .. .. . . M ?_.::_ . . .. :: • idtttt 3 vC1 ,'• •V6,(S + ZU) ' %3(S+`2U1- f '" /6 (S+ 21,1) N PRECAST CONCRETE Top Mat Boilom Mal . HALF SECTION . HALF SECTION SIDE AND TOP VIEW BARS C BOX CULVERTS NOTE: Tongue and groove dimensional controls TYPE 1 TYPES 2 & 3 shown are intended to allow either a4" long I" slope Joint . a 6" long 6° slope Joint or any DiPermissibte lock welding on mats shown. DO Joint configuration within these limits, , N Dimensions shown as minimums shall be P, - 3 o Permissible lock welding both mats. maintane aro und ound the perimeter of the box. . W ,.. ee.. o.ni,Rae I9e3 ,.,. .ra ,. ., .Aoc Rer.el- B6IGea Noleel � 12 ',� s ' NH••2 .. ).. • 91R } : cc5 rev. 8.86 (Gen Notes) a r, .. • .➢e .r..•, BILL OF REINFORCING STEEL FOR L= 8' LIFT. TOTAL UANTITIES ff4 BARS D 4' 4 BARS F o 18 MAX. WEIGHT CULV. TYPE DIMN- MAX QUANTITIES PLY. OF BARS A BARS B BARS C 2 2 SIZE SECT. SIGNS FILL FOR L8' BARREL TOP SLAB BOTTOM SLAB @18' Y G TO G LENGTH L - 7 ° L • 8' CONC. REINf LONG REINF ., LG W i SPA F2 S A S ATO AL L S. b 5 H T U C.Y, LBS. C.Y. LOS. NO. SIZE SPA LG. WT. fJ0 SIZE SPA LG. Wt NO I A S Iq" 2 15" 10 50 000 12 #6 8 " 12'- 4 ' 222 2 I 4" 4° 26' 1. 185 272 . 1481 34.00 13 # 6 7 14'- 4° 280 8 14" 4 I4" 12 59 5 850 3' 4" 4 26' 1.383 339 . 1728 42.38 IS #6 6 I4'-Id 334 IO f4" 2 15 12 59 7 530 _ IJ 1 5" 5 " 24 1.790 393 .2238 49. 13 10 14 ° 4 14 " 14 69 8 590 . :. 14 6 " 16'- l0' 40 2' 3 5" 5" 24 2.037 474 . 2546 59 .25 6 6 6" 18 - 10' 453 t0 14" 4 ( 4 69 9 620 INTERIOR WALL FAGS __ / 4' 5 " 5 " 24' 2. 284 522 . 2855 76.88 8 IT" 10 17" 2 15 20 99 10 . 620 2' 2 C 22' 2 .518 615 .3 ( 48 76.80 Ii #7 1 5' 6 112 II #7 10 " 5'- 6 ' II2 II 9 ' 17 - 8 ' 292 3' 2 6" 22 2 .815 652 . 3519 8 50 11 a7 212 5 - 6 124 Ii #7 9 s'- 6' 124 10 e6 10 " i9'- 8 ' 295 8 17" 10 17° 4 14° 22 109 I1 050 INTERIOR WALL FACE INTERIOR SLAB FACE Tt7 9I 5 - 6 124 11 #7 9 ' 5'- 6 1 24 9 D6 Ii 2I'- 8 293 8 17" 10 17" 4 18 ° 22 109 13 050 DOUBLE MAT 4 2 6' _ 3 . 111 650 .3889 81 .25 II w f s 6 124 it a7 9 5 -6 124 9 e6 II 23 - 8 320 12 5 - 6 44 8 IT 10 17 12 f7 30 198 14320 SINGLE MAT 5 3 6 8 10 i6° 12 I6" 4 15° 26 129 15 ,660 PLACEMENT PLACEMENT 3 2 7' " 2' 3714 893 46311163 1 7 8 6' B 164 . 12 7 8 " 6'- B 164 13 6 Ty 22 - 4 ' 436 f0 I6" 12 I6" 4 IB 26 129 17070 q' 2 7" 7 22' 4 ,060 909 . 5075 113.63 12 # 7 8 6'- 8 164 13 #7 7V 6'- 8 177 12 r6 81 ' 24 -4 439 475510986 5506 49 . 5939 133.13 12 #7 8 ' 6'- 8 ' 164 13 #7 7 6 - 8 • 177 II A6 9 20 -4 . 468 12 6 - 6 52 10 I6" 12 I6" I6 16" 38 188 19970 2 8" 8' 3' 7 7 O # V " 710 208 13 # 7 7 '2 710 200 15 46 6V 25'-O " 563 12 16" 14 I6" 6 IS" 32 1 59 29 600 ..^431 400 3 # 7 71 7 - 10 200 14 * 7 7 7'- 10' 224 14 z6 7 2Y- 0 ' 568 p <iided inrential bor mayue q e 0" 3' # 6 7'- 10" 240 13 6 712 29'- 0 ' 566 12 5'- 6 44 12 I6" 14 16° 12 i 0 " 30 1 8 0 23,280 Provided i or both lho longue 7 5 3 8 8 23 5 .533 1262 6916 1577$ 14 a7 7" 7'-10" 2 4 I 1 7'-IO' 240 12 J6 8 " 3f'- O 559 1 2 6' 6' 5 2 f2 I6° 14 16° 16 17 " 42 208 24 890 or groove or both. B•U�SUgL 6 3 8 0 23' 59201203 7410 6038 4 #� � 7 -�0. 224 15 7 6 T- IO 240 12 a6 8 ' 33 - 0 " 595 12 7 - 6 60 12 I6' 4 i6 ' 20 16 46 220 26540 # Bars F 3 B 8 23 6 .323 1347 .7904 168.30 14 2 IB" 14 18 6 IS" 32 159 23 390 Bors F 4' 2 8 20' 55331415 6916 17608 15 a7 6V 810 270 16 w7 6 ' 810' 289 I6 A6 6' 29'-O 697 3 0' 20' 5 .9281409 . 741018613 15 #7 e6 " 8'- 10 209 I6 #7 6 ' 0'-10" 289 15 A6 613 = ' 743 12 6 - 6' 52 12 IB 14 18 I6 17" 42 208 26000 Bt 6 3 8' 8' 20' 6 .323 551 .790419763 I6 N6 6 35 -0 789 12 7'- 6" 60 12 18 I4 18 ' 20 i6" 46 220 28370 3 8' 20' 67191673 .0399 209.13 16 # 7 6 ' 8'- 10" 89 17 # 7 5V B10 307 15 0 3 8 20' 7 . 114 1670 . 0893 200.75 16 #7 6" 0IO' 209 17 #7 5V2" 0'- 10' 307 14 e6 7 ' 37 -O ' 770 12 8 - 6 " 68 12 1B" 14 I8 " 20 I8' 46 228 299 3 9 20' 7 .222 1936 . 9208 242.00 13 # 8 7V2" 10O " 347 i4 all 67 QLØ ' 374 14' IO'- 0 ' 401 13 * 7 7 • 35=0 ' 948 12 6 - 6 5 2 I4 18" I6 Ill" I6 17 " 46 jZ 200 �0 X80 INTERIOR WALL OR 3 9 9 20' 7 .665 2003 9581 250.30 14 # 8 7 ' t0'- O ' 374 15 9 . 7 3 9 9' 20' 0 .111 2007 1. 014 250.88 14 # 8 7" 10-0 374 15 #8 6 " 10'-0 " 401 12 #7 8 " 37 - 8 ° 924 12 7 - 6" 60 14 Ill ' I6 IB" 20 I6" 50 248 34230 SLAB FACE '# 8 7 0L0___ __ IS 0 61 10'-O 401 12 # 7 8 39 - 8 ' 973 12 8'- 6' 68 14 18" I6 18" 20 18° 50 STEEL SUPPORT 3 9' 20 0 . 555 2064 1. 069 25fl00 14 ++ 8 7" ItY-O ' 374 15 #8 6 ' 10 - 0 ' 401 12 7 0 41 -8 1022 12 9 - 6 7 6 14 TI' i6 18 24 17 54 260 37 920 3 94 9" 20 8 .9992141 1. 125 267.63 14 # 5V7' li' 0 447 15 0 6/ 01'- 2" 401 15 7 6 " 364 ' I024 12 5 - 6' 44 16 17 " IB 17 " I6 IS " 50 240 36580 DETAIL 5' 3 10" 10' 21 640 2300 1. 080 07 0 5 NOTE : nd many Bars F os necessary moy Cement Stabilized Ba<ktill 6' 3 _10' t0' 21 9 . 633 2369 I . 42 29613 I5 NB 6 " I '- 2 ' 447 15 ft8 6 " 11'- 2' 447 15 7 7 " 3B'-4 ' 1175 12 6'- 6"12 7L6 6 0 I6 17 IB 27 " i6 IB 50 248 0 be extended to end of box to support 10' 7 3 10' 10' 21 ' 9.6272376 I. 03 29700 15 # 8 6/2 II'- 2 " 447 15 m8 6 11 - 2 ' 447 14 #7 7 ' 42'- 4125 12 8'- 6 ' 68 I6 17" IB 17 " 24 i6" 50 287 42680 slehtly bnt manufacture. on groorS ovy be 8' 3 10" 10" 2I IO.I20 2460 1. 265 30750 IS # 0 6 II'- 2 447 15 0 6 11 - 2 447 14 d'7 7 " 444 ' 1269 12 9 - 6 7 6 I6 17 " IB 17 " 24 I B° 58 287 44 730 sligh8y bent to tailor slope on groove lip MULTIPLE UNIT PLACEMENT as shown in detail. Ailernaiively the steol 9 3 10 10" 21 ' 10.614 2526 1. 327 3175 15 #7 7 ` 46 - 4 " 1326 ( 2 10 - 6 84 I6 17 18 1 7 28 17 62 307 46,790 may be supported by bar extensions 10' 3 10 1 1 26 11 . 100 2611 1. 309 326.38 15 all 6 /2 I - 2 447 IS all 6 II - 2 447 14 welded to Bars F. ' GENERAL NOTES: l S 9 ( 3 I• + 2, ) w Cement Stabilized Backfill shall be considered subsidiary to the U . w 4 (-0° * 2") _ in price bid fo r or Concrete Box. rs 5* 2u -f " ih S•2U •1 4 1" a All welding to be done by qualified welder. �L Bottom Mat Top Mal Y � C C J�J v . ... -� Additional splices in reinforcing steel not shown hereon, must be i F Fz _--_---_-- '_ submiGradetted e Ih Go Bars i or Wire eion for Fabric approval y besused nrior io placerof Grade 40 F F2 1 f ` Slant by supplying 82 V. of the area of steel per linear foot shown in the , A _ I •ID Tables for Bars A, a .. — - 1 _ Longitudinal steel shall have of least as much area as Bars F and + E Fl '..�- ; 1 shoal be spaced a1. Ie ' c.c. maximum.I.ifl — 1 These designs are adequate for HS 20 Ilve footling and any fill i from 2 -0" to the maximum shown in the tables. D oI In lieu of furnishing the designs shown on this detail the contractor may o use designs from ASTM C- 789, Table 1. In either case the substituted F3 9 c Omit for TY. 2 only. - a Li1I 1 design must equal or exceed the maximum fill height for the same sized box 1 In the table on this detail. For boxes reinforced with ware fabric the minimum 2 'E 11" c 6 j cover shall be three times the wire diameter but not less than one Ipch. = u C u. D 2 C t m Placing of rei�lorcment shall otherwise conform to specification Rein- • forcing Steel . o Sym. obLE — I S+ 2U- 4° _ _ Sym. obLE 1 1- . ^ 3 F3 i E o 0 • J : . _ N m B I x v g e E o � F ' d ° TEXAS HIGHWAY DEPARTMENT iFz x = .: oJIFo _ - ---- ------ ------'---�— x N BRIDGE DIVISION _ x — Fe 6G + 2U x PRECAST CONCRETE C e (Sr2U)• Top Mat Bottom Mat HALF SECTION HALF SECTION I- - - - - - --- -.4 IDE AND TOP VIEW BARS C BOX CULVERTS NOTE: Tongue and groove dimensional controls TYPES 2 & 3& 3 shown are intended to Dhow either a 4" long I' us M slope Jnint , a 6" long 6° slope joint or any F TYPE 1 Joint Dimensions within these limits, PC — 5 * e issible tack welding on mats shown. Di ntaine s shown as minimums shall be .,ea ex ..,. I, ,..' , . I-It, C Permissible lack welding both mats. N maintained around the perimeter of the box. . ` ° [ `MenLM 1983 LLI Id°aoe' nexi ete:�. ;m.a •'i2 NN92'( •• ,°,M rP'3 :«; Ref m uaad _ i mw — — Ed g La 2xse / A I drag _r , C . _\J ci ELEVATION Q . C. G.M.P. _ PLAN To T P 09 EoX SLOPE TABLE PLAN o EO JAI • PID. ,mm sr_ �r�----y—� 3 XI 30 . • 0.a% r w n.•ar.. dr.. .in iur.rr d.•w n A fan 03% Art .,.,°,•R:«.:w.42 «, •^- r. • -IortI � it ,� L 'BuNeET 5rnwf! "j'� '.t N API A,..,.e w• be" . I ...r _ (!4'_ ;s ) ` ` 4 ¢I ccur s.e uH ( SECTION C -L ^ , c .. r... SECTION B -B • N F 1B' -sec»oA- .•. 4 t 5 C1 I _. _ LA PLAN _ _ -- .- -- - - - TYPICAL STORM SEWER OUTFALL STRUCTURE ( L a O -- . . . 24-INCH TO 42 - INCH DIAMETER .o o- .' r w. . ., t Ire v _—._ ._ _ " . _ .. a came • CKSLOPE_ . , `_"—_ - _. .. TYPICAL BASTRUCTU • . T • - TYPICAL ROADSIDE DITCH INTERCEPTOR STRUCTURE w , • - --- - - - _ INTERCEPTOR STRUCTURE • v v - .. . _ .. _ . . .. _ I �D n_ INTERCEP O _ _� —p -i - • — — R " 74 RE — x aF •• cau I w w w ,.. • -- - . . <.K..r. .e. �:..�•'.' : qtr 1: —�, m m _ �-- Z SxK - PER ' r. — — -- • •= c...r f t 1 I A�2 ,.ii4sF, with :• j .G" ra c. s5 A -. A QVt�EIEVATION a w • xw P•. wr •� Srr•.rrr.. s.•r E i DETAIL . A nr '~ ' O to a Q� ._v ',';,M,,,,.. I t D.C. CORRUGATED METAL PIPE TREATMENT z - - �d 5r - Z65 { e a ..o >. n., .,e wrr.rr IN CONCRETE SLOPE PAVING • 0 3 I • a I JksELnoN A-A • • Li aD _ .. . /� 22 U en 6A Bunur m�B il :Cr ' 5rDvfC lY4'- 4 ) ` _ DETAIL B ~ K as TIMBER BENT FOR C.G.CGMP,_ OUTFALL II I• - Yg q ¢ IT 0 - r . fti »w C.rr•, r. . R . � 1 CMP �] a . _ • », ,• f PLAN __ •- • <.»+. r.r •a .-•• c ,=. . c.., • J t s«, r•• r..r 5r•n.rr••• 5••e1•• FxlsnN� tc o" ` moo : . ' L .- •. LD•. n.. EL .a t ; 11CI.,. A c.Kr• ,»En nVm.En TYPICAL STORMAND SEWER IA STRUCTURE ELEVATION SECTION 48-INCH LARGER . DIAMETER PIPE ADJUSTMENT ( SEE HOWL DETAIL , FOR VINGE DETAIL • 5 n SPAS S3A/o L1 -72 e. CE1P aN TYPICAL CONCRETE COLLAR DETAIL STATE DEPARTMENT OF HIGEWAYS SHEETS 2SZA AND ZSZC) AND SPENCER PUBUC HIHWAYATIDN ... i STANDARD H.C.F..C.D. OUTFALL AND • R C:' • OUT FALL DETA i L (VrN �E 3Ay0U) °_._•••• , INTERCEPTOR STRUCTURE DETAILS 5cALE 0 . NO 4E . . . _ i P I _., 42 - r[DERAA ND PAwEM NO. SEE . HOWL .DETAIL.$ OtJ $RTES$ .� /} 6 CRP 91128) MX ETC. I4S4 ZSZA AMID SGV2: N.7 G. CONY. ZSZ Q) - _ A SLAT W CMT TEw5 12 . Halle 6 SEC!. B b' - - 8020 12 f/.9E hi. H, © RSVr5ED V �<e lSnY•U Den,' 25Jur.i92 6A .C - 30 Gn 5- oo 4, �tJ •IeLGuPf�2 I 'Eto II — I II —- -- - - -— — - - - - _ c • A G 1l e I a• I . W u TMs PO�f,M OF I,IL t A La — -- - -- -- -- I WALL OMI n Nu ' I,: i ' l+ `• \ II 6dILY tJrTH 69TEN5100 (/t e4bk nON �2 4JTtF� pzE I& ? ,Ia. � � . reaeJtre - -- - - - — �,yi GEPfirar j - _ I r r` I . j I t DouN5fasnM '-�i'-o" ( 2I^ Ghlvnl Z 5H4PE 111 .4 . • . i INLET NOTCH a MORTnRro GeP.ees ,ak1 I - -- I - - - - - - — — ' rl 17RolN INLET a u - - - _ LURE Rise OFF5E \- . ��s - STATION (Fr) edx cUly z( OFFSET ___ 3/qn 6d e0 JaWT Flu.E 4v, 1 + zo * � ,IUN�YIo�I v s + -, s ;w = x MOKTp • v =p 444 + t5 ; : EXPAN5toN lanrr M I h P75 5oRISE ' ciiE I5TING 5oU(NWRd B + oo �c• * ->E 6U aF � n , l ' BCLL G0N0UIT. Sn III A Iry ITT X * FIELE DE-17MA IE 11 . EXYEN5taN ��-� . EACH DIMENSIDN . 211 III• roP aP 6U2o / 4 foV JF a • \ rt IJOe,Ael. ca , 17EK -� . . a�'1at- 4UfTF� / I . 6 , ' d . , V. . W I . _ I I7ERZB�LiEO GU'(T�' �( a , O o �rke�l,�,v4UTiF� L =M m \ I mI r --- -- - ---- - -- - - -�-- - - -- -I — - - - - - -- - - - -J - - - - - - I 2I . eoN12u 11 ylI • EXTENSLoJ INttT TNRa4T tDG�r4IL FL�/df- • / rl III, - --- i1 7 . Dla. l �_ um GU Ca IG2bt; 41Au 6E a 8S5 A. ALL ri ro:S5v CR,4 G, r— ti,of G4 5N6L1 eiso Fr cn �q , t w65 S�bLL s-t'(g. IWLeS As all \ �hbNN EI5eN +et bN Pw i5. ALL quMrfl- as AFB- F02 r,- aNY2oGfo5' t)5� gJLY L -__ _-_� ��3- --'I — 1 U�rY � a( faP o� lid f As D12ee1 t, To Mn7[N C� RAG�o 5EzTIoN• Rl.>•ULAz 1NLEt NI O�nL GUT7E+' � a " N 2:( II' OIGH• ./ ' �s I41JOJLI�tr 4U_ YWTERbL5 US50 1H 145f1 N4 MGNWOLa W14 6r •/E.� SW. - °, a . ., LIFT NQLr; CuNFo-M 10 p.s;TM. 5GAcdTio IS , c . RIIJG =fir C0✓r',2. t-�"rolt_ PaYMENT Or 6UR2 NLeYs ANO EXfEIJ51aN5 -ME'TO .86 *o3•tt�) • . _ CutiNA. CARLSJN '(+4 - t r15 Hilo. P 1°AGe 0 -64e UN I'r Pia-6 610 FM '(IaE. r---- - - -1 a�ZE�/J'D�OI t< L ° EdTik NEIGHY ZaOn d { 12M 1�fi18LE COI-KT2LIctiart �w'( Mn�' 2e �LA.Ctro IIJ Tug'' ? 7 - --- - � LoNs7�Jc2G ° ' W°YS 24y/a IJau WIr� (a� AMko /ot OF trl� ry IGIN R. INl•=" "i' .-IITt'f ONE Y�CTC-1151DN exHI14r•t7 70 � • . — , O451 IN PLAGE 5tAGE Z GON51XVCf lOH WILL ee Re4WRL�. PRECA57R U ., OtyN1NG Fat- • . r sTAGE.i fAN5jRUGT1DN WILL tVOTp„ir PERMITT>;0. Pv�MN7 e7flae)2 u r n IS /6 DIo'HE7F-2' 5fEEL RING5 AND COVERS SHALL e G4LVANIZEP IN �— r a� as NEcrshn�y TNo GCNu2eTw G I - o G yv /- 5T 6o11G 01-IGNr1EN'r ORDO P' 2 E U — — — Acc W IM 94 " M r�L FOR WILL - t _ INLET TO PEE PAID FOR UNDeR ITEM 4io " rNLer TYPE 'G '(COI:7FL) _____ __ _ -� -- _ ) AD.. N5 _ W LL e(•1 ED FOR �^ r . .� .•,,, (MOD oN� NO ^ITION L MPE ATION I LIgW DEyl�. r F I HO - T - -- �- - , i •( Ai I- a FEDERAL . ,o o„�, _ a� y o 5 a \ ' Ca5f iP✓�N eo LTY - - ---- - - - - G2o 6 GH . ) tom 348 SIflE ILFT WIrI (Ja EXTE SION5 • ( MoV. TEXAS 12 as HARRIS I° �ti MODIFICA (lON Or CURE INL t 'T PE C ' roa+. sccr. PLnN aF 1JLET - -i "� I — (HOOS) 7b AcoiOVAIE unit v OHFL/ Th. 6020 1z oo9 �G a MH L Consult manufactures regarding availability of specific sizes. r , CULV DIMENSIONS CIRCUMFERENTIAL LONGITUDINAL j LIFT SIZE= REINFORCEMENT REINFORCEMENT WT. - (i ( In) AREA ins/ fl AREAS in'/tt L_8 6" Usual SIN Ti Te U An Au A „ a., An nse An Ase A „ TotJs I . 3.4 3 Z 7 6 4 1O171O31 0.20 0 . 13 Ot 7 0 .14 0 .1 7 0 .17 0.12 3 7 6 4 0 .i3 j0 .36 0 .22 0 .13 0.17 O . IA 0180 .17 g• 6 2 711k 6 5_ 0 .21 0_0 0 .20 0 .13 0.10 0 .14 0 .16 0 .18 ,- 5 1 4 3 7%z 6 5 O.I P 0.51 0 .23 013 0. 18 014 0. 20 0200 .18 5 . 6 4 7k 6 5 O .I6 OA3 0 . 24 0.13 0. 1 B 0 . 14 0 .21 0 .18 5.6 ')' ,' 2 7 6 5 0. 2........ .041 OI9 012 017 0 . 14 0. 17 0. 17 - -_--. 6B - 3 B 7 6 0. 22 0 . 22 Oi 4 0. 1 9 0 .17 0. 1 9 0 .19 T .4 5 q p 7 0 . 19 0 . 24 014 0.19 0 .17 0. 21 0 .19 - __ 8 . 0 5 D 7 6 0 . 16..... .. 19 017 0 .22 0 . 19 8 . 1 3 B 7 7 0. 30 0_ 0 . 17 0_I 9 0 . 1 9 _ T _ 4 8 7 7 0. 26 0.46 0 . 24 0 .17 0. 19 0 . 17 0. 20 0. 19 - - B_8 . 6 5 8 7 7 0 .230.580 .2130 . 170.190. 170 .210 .19 _ - 9 . 5 I 10 . 2 6 8 7 7 0200.51 0 .29 0 . 17 O. i 99 0 .! ? 0 .22 0.t 9 9 .6 Cement Stabalizetl Backliii 3 8 7 - 7 0. 290.42 0 .19 0. 17 019 0 . 17 0. 19 0. 19 10 . 7 n e - B a osz 0. 45 0 . 24 ors 0. t9 0 .19 019 0 .19 11 55 MULTIPLE UNIT PLACEMENT' 7 5 8 8 8 0.29 058 0_27 0 .19 0 .20 0 .19 0 .19 U .19 _ 11 . 3 6 8 8 8 0_27 0.51 0 .29 0 . 19 0.20 0 . 19 0.20 0 . 19 - - i3 I 7 8 B 8 0.250.53 0. 32 019 0 .23 0 . 19 0.21 0.19 115 4 8 8 8 0_370 .51 0 . 270 . 190 . 190 . 190.190 . 19 _ _ 123 , 5 B e 8 0 . 34 0_53 0. 30 0 .19 0.,19 0 . 19 0.20 0 .19 - 13 I GENERAL NOTES: 8 6 B 8 B 0.32 0_513 0 .33, 0_19_ 0 .25 0.19 . 0_21 0 . 19 _ __ 13 9 - The Contractor may furnlshdesfic Culver sheet or on PC•7 7 8 8 8 0 . 3U U.58 0 .35 U. t9 _.27 0 .22 0.22 0. 19 _ — Longitudinal wires in lieu of other precast awed traffic Culver is of the same nominal size . 14 . 6 The Contractor may furnish Precast Con- . B 8 a 8 0.26 0.60 0_,38 0.23 0.29 0 .26 0.22 0 .19 15 0 5 9 9 9 0_39 0.50 0 .29 0 .22. 0.22 0 .22 • 0_22 0_22 _ 15 9 ••4d mimmum applies only where D is less than 8d . Circumferential wires Crete Box Culverts conforming to ASTM C850 (H520 Loading) and to excepe g 9 g 9 0_32 U_3 0_32 0 .22 0.22 0 .22 0.22 0 .22 _ _ lions and theuContracemenIs or option dime ond nsi STt .Tb, and. Uo fill 1 ',,,, • Clear Tack At the Contrastne scary,for ng purpo es. U may i be cemented g 7 g g 9 0 .30 0. 55 0 .35 , 0 .2? 0_25 0 . 22 0. 22 0 .22 _ _ 17. 9 _r--.yl Covet by as much as f as necessary forming purposes. All reinforcement 8 9 9 9 0. 26 0.77 0 ,30 0 .22 0.27 0 .24 0 .22 0 . 22 _ . 18 7 Circumferential Wires areas and cover shall remain as shown. g g 9 9 0 . 27 0.50 0 .4 I 0.25 0.30 0 .20 0 .22 0 .22 I Tack 17 . 9 ' 4tl •• 5 10 10 10 0 .34 0.28 0.29 0 .24 0.24 0 .24 024024 - - 19 o Longiludinal 6 IU 10 10 0 .32 0.50 0_32 0 .29 0.24 0 .24 02 0. 24 - - 1 ituaind Wire sDotinq 10 7 10 10 10 0 .31 0.52 0 .35 0 .24 0. 24 0 .24 0_?'1 0. 24 - Zo . 00 d wire spa<iry Typical Spacer 10 t0 10 0.29 0.54 0 .38 0. 24 0.26. 0 .24 0.24 0.24 220 Ito iw oicol Longitudinal Wires 9 tO 10 10 0 .27 0.55 0 . 40 0,24 0. 28 0.26 0 .24 0.24 - - 23 1 v e we sp g IO 10 - 10 10 0 .27 0 . 57 023 0. 27 0.32 0 .21 0 .24 0 .26 v D(See below) Tack 4 II 11 II 0.38 0 .44 0 .26 0. 213 0.26 0 .26 0. 213 0_26 - 20 .0 d Tack weltlin •'ol Cleat 6 II II II 0 .33 058 0 .32 0,26 0.26 0 . 26 0.213 0 . 26 — 22 . 3 Wire d permitted Tack Cover 24 . 5 11 B It II 11 0 .29 0.51 O—,3_e 0.213 0. 26 0 .26 0.213 0.26 _ — ________ 26 6 TABLE OF MINIMUM t. Tack asneedgd to hold mats. Longilutlinol Wires 0 11 1 I 0 28 0.54 0 .53 0 .26 0.29 0 .29 0.26 0 .26 — _ BEND DIAMETERS II 11 IL II 0.28 0.56 056 0.30 0.34 0 .34 0.26 0.26 27 . 9 wire 51:e Dmin. LAP WELD AND BEND DETAILS 12 12 12 0 .400 .42 0 .29 0 .29 0.29 0 .29 0 .29 0.29 —_ 25 . 8 d 4 W6 2d 6 12 12 12 0 .35 026. 0 .32 029 0.29 0 .29 0 . 29 0.29 d > W6 4tl Circumferential Wires Ctrcum/eremial Wire Spacing Clear Cover Clear cover for reinforcing steel shall be as shown except 12 6 12 12 12 0 .31 0.49 0. 36 0.290.29 0 .29 0 .29 0 .29 28. 3 SPACER WELD DETAIL for wire sizes larger than wl0 the l" clear cover shall be increased to 10 12 12 12 0 .29 0.53 0 .43 0_29 0.29 0 .29 0.29 0.29 1 30.6 d three times the wire diameter. 12 12 t2 12 0.29 0.57 0. 50 0 . 33 0.36 0 .37 0.29 0 .29 O.t2 3 3 .2 quiteDI Tack Welding. No tack welding of circumferential wires will be per - 0 milted except within one and one-half longitudinal air; spocings of the end, 4°=r but no closer than one circumferential wire diameter from the setond L ;' ASY Ass longitudinal wire (See Lap Weld and Bend Deloiu. 0 to t As• _ E Longitudinal wires er be Bided at ewimore Ihan one-half mayany point f ry , t m Iongilutlinti wire it meter from a ent Stabilized BackliSee Spacer Weld ikldd • Minimum lengths of inside mats shall M Illole Unit Placement Cement Stabilized Bockfili shall be considered 5 t o Asls I I be S or H plus one longitudinal wire subsidiary to the unit price bid for Concrete Box. . k: A r _ spacing. Ii Requirement 3 for lap splice is based on Articles Ls. 22 •a --- -4 __ - I e)= . _ . _. (G1( 1)�b (B) at A A $ NT C Standard Specilicalians for Highway fl i" CI, = - 4 Asy I Asz Ass Brdges 12t000tpion. plus 1981 Interim Specifications, with ft s 5000 psi. Cover Ass Ass u e - 8 I Asa _It? S/2 Marking. In addition to the marking requiremerAs of Specification 1 U All Item 462 , "Concrete Box Culverts', each precast piece stall bear the v 8 I ♦ Size of A57 and Ase - following marking : T%PC6 S/ E I sholl be the largest U = I given in table for Apt c SYm. obi. E Ast01 I SYm. abl. C a r I Ag7 or A50 - As4 u WI I U Ass c v o c c I 1" CI, U c4 Ic A I pes 3 e _ _ a e Cover _ Ass Asa STATE DEPARTMENT OF HIGHWAYS ^" o o o -'1� - A3B ul � Max. AND PUBLIC TRANSPORTATION A . PRECAST Bend Diameter must be approx - PRECAST CONCRETE LA,, / a c_ Ass A imately l0 %z inches if 4 inch chamfer is to . u > :1 As, -- " - SIDE VIEW `u used chomfer. Minimum 3e inches 2 BOX CULVERTS TYPICAL BOX HALF SECTION inch le mcyop immum bend diameters essth (TOP VIEW SIMILAR ) OPTIONAL OUTSIDE WALL in lame may apptyif cnamrer is less than • NOTE: The lap measured between the outermost longitudinal wires of NOTE: Tongue and groove dimensional controls shown approximately 13/4 Inches. each fabric sheet shall not be less than the (allowing. ore intended toollow either a 4 ' long 1"slope joint, a 4" AND SLAB REINFORCING • ( 1 ) The spacing of the longitudinal wires plus 2in.(Iarger spacing governs) long Be slope joint or any joint Configuration within P C — s CJ (2) 6 inches these limits. Dimensions shown as minimums shall be a,.°,... °.....° •.rs MARCH I9e3 tort' , ^, n ••••••, •• (3) 31.0 As inches, where A, equals the larger circumferential reinforcement maintained around Iha perimeter of the box except c _-t.cx ""'i°•' L 6 H 2 • ` M area (in'/It.) of the wires being lopped the minimums moll be decreased t/[ or 5" watts and I" ..;,Pas 4/83 P A".84 • :-Eas , n e B6 e3 for 4" walls. nev.a 09:Add In Gen.N:l.$) N *JR ev B-B6 R*. 3 -so / AE 7/1 1" EDGE LIFT® MAX 0 Lill weight is the maximum piece weight of the lop and bottom sections. CULVERT DIMENSIONSPE REINFORCING STEEL BEAM WT. FILL t if the fill height ,Id greater than 210', the size and spacing of Bars G may be SIZE SECT BARS A- BARS B BARS C BARS D BARS F BARS � { BARS M BARS N REINS L = 12" N, reduced to that of.Bars F ll In NOTE Edge beam reinforcement may be combined with Bars A I 9 H T� Te U IZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SP0. SIZE SPA. SIZE SPA. SRE SPA. SIZE N0. TONS in a single toyer, ar placed in a separate layer as shown below. 1 3 2 " , Bars shall be bundled as necessary to maintain required clear 5 3 2 . 7 15' 6 6 6 I #5 6 " # 5 ,12" #4 18" # 4 T5" #4 IB " # 4 6" * 4 ,5" distances between bars. I .5 , u « 1 , u " " n n r u n « • , IB" #4 IB � ,Y 2 . 7 , • , 2 2 15 « « a « u n 5 I5 3 . 2 3 « .� « 2 » » II ' ACP Overlay Edge beam reinforcement 6 6 6 I 5" #5 10" # 4 IB" # 4 IS" # 4 i8f '# 4 6 #4 I5 # 5 4 3. 2 12' as required length clear span + 8 . 2 I « 2" « 5 . 0 C 4 3 1 # 5 T„ II 12' „ „ .9 „ I 61 6 6 1 # 5 4 #5 8 # 4 18" # 4 15 " # 4 18° #4 6 " #4 15" 4 :4 2 O '.. :.Z' O ' .. A 2 i # 5 9" II „ 5 . 3 Ed Edge Beam ' G 4 ' " 1 « " " " » " „ " " « « 15" #4 I5 " « 5. 1 Top slab at precast culvert. g « « 2 „ „ " « 9 #4 9 " #5 5 4. 2 B . I 7 6 6 I #5 4 #5 8 #4 IB # 4 t5 #4 le *4 6" #4 ii is, «t 5 1 EDGE BEAM 2 " " ' f2° " 6 .0 3 # 5 9 12" 6 . 9 g " ° " » « , „ 7 " w �' GENERAL NOTES: AASHTO Standard DesIgn confarms lo 1977 6 „ « 2 n . u x 5 5 . 0 - # 5 2' 10" '• ed Ihru 1982) for 115 20 dIrect traffic n ri eI 7th 7 6 #5 4" # 5 6" xk4 i8" # 4 15 #4 IB' #'4 6" #4 IS" 5 . 9 » #4 2'- ,S* 9'�z _ .1 ' # * 4 2'- 6" " rig „ " I v „ , 15, 1 I I I ' ' 8 to this design shall ,csonform to tern 462 °Cogent erBoxaCuIv crud accord- - 3 N 2 7 . 7 Fm I Ir. The Contractor may furnish designs shown on this sheet In lieu of other precast culvert designs of the same nominal size,,provided the maximum fill it BARS N BARS Cz Iz tdoes not exceed that shown In the table.aBARS A __ + ng f 4000psi 5 2 +P5 10 # 5 9 BARS C, y z ReintP sleet Grade 60 measured from bars. Concrete, c ° u „ , " u v 8, g« « „ u I2" I2« ° 7 . 6 Ia 7 „ „ " 2 „ „ u „ « , „ cte by I 8 7h 6 I * 6 5" #6 . # 4 18 #4 15" # 4 IS" 4 6" #4 f8" __ 4 6 . 8 8 NOTE: DImensiansmarked Yare culvert to llhe faadwaywsurlacellis lass han2'-O, ants shall be I A precast box I j protected 12" minimums which may be exceeded yq = invert streflQlheningrthe top slab with an Edge Beam of each free edge. 3 " ' 12" 8 . 6 6 al the Fabricator's option. a 7p 77 it Edge Booms shall be subsidiary to the unit price bid for Concrete Box. 8 4 9I5'' #-4 i5 7 . 6 f BARS D 12� e 5 2 ,5 # 4 9 « n 8 . 0 6{—{.0 suoI BARS M_ up 6 '2 IQ ' #5 9" 12 12" "' " 8 . 5 « I a 2 u 7" 5« . . . . # 4181„ #6 4 6 . 4 8 ' E B 74 6 I - # 6 4" # » 6" # 4 IB" # 4 i2 4 18" # 5 6" # 4 18' 7 . 3 #5 2- 10' „ 8 . 2 3 1 5 9" 12„ 9 . 1 4 II It « n « 7« « 9 5 2. n 9" # 4 9" „ i5 #4 IS 8 . 2 It 6 # 5 10' #5 9" P II 8 . 6 I. 8 " g , 12" 12' 9 . 0 B n u « 2 « « « u 7" " " 84 8 6 I # 6 4" # 6 5" # 4 I8 " 4 15' #4 IS" #5 6' #4 18" » „ 4 7. 4 8' .;.; 2 I II II 12 IS° 8 . 3 Cement Stabilized Backfll # 5 9 Tack Welding: No tack welding of reinforcing bars will be permitted except 3 II �, 2 10 . 1 II I It U Is „ 7 y 2 within 6 inches of an end. Bars F are exempt from this will be permitted and may 10 6 2 " # 4 9 5 * 9. 6 6 2 # 5 10 * 5 9" be lack welded anywhere along their tStabil " " 0 . o MULTIPLE UNIT PLACEMENT M IIIe Unit Placement Cement Stabilized gackilll shall be considered 7 2 5„ 10 5 subsidiary to the unit price bid for Concrete Box. 2 '� 7 Removal and Handling Procedures : Precast pieces may be re — « " , �, « « u , __ c L , moved from the forms as soon as they have allotted sufficient strength ® NOTE: G Cz F c 3« . l "' 3= • t/o" C E _ fa allow handling without crocking. Damaged or cracked pieces shell be Clear cover shall be 2" for the — subject to rejection. top steel In the top slob and shall Marking: In addition to the marking requirements of Item 462 , each be 111/a for all other steel. I- —o. - - - - - - piece shall bear the following markings: Placement tolerance is = H". _ — Top and Bottom pieces without edge beams : TX PC7 `. Top pieces with edge beams: TXPC7 EB Joq ® G Az N d O/ReCT/O with thelt5pecillca8ransntol and transverse joints shall be sealed in accordant 4y � Permissible slope _ - - - ----- I- S O „ u STATE DEPARTMENT OF HIGHWAYS t« form removal �i AND PUBLIC TRANSPORTATION = 1/y " Per Iaot _ ' F _ At I G M M PRECAST CONCRETE p B ! B F ° - - - -- - - - - - --� BOX. CULVERTS L- - _ - TYPE. 2 ° TYPE I TYPE 2 D D SIDE VIEW Cl ' .. ... ". •. lw`ssr`�irrPC` 7 . , U S U NOTE: Tongue andgravedimensionalconirolsshown ISOMETRIC VIEW ,_,,, a rr : MARCH Ise :, a ' •°•'°• are Intended to allay either a 3" long tsloe pint, a 3" TYPE 1 o-,.>LE" "r""'""' 2 . 6 NN 42 C. • ..ab TYPE 2 long 6° slope taint or any joint cdnflguralian within �•-MPM t.". sea �•" TYPE i x • •'• ., These limits. Dimensions shown as minimums shall be En Rl O f 2 TYPICAL BOX - HALF SECTIONS maintained around the box and along thehcrizontalJoint. CULVER 0/MEN- -I TOTAL QUANTITIES - BILLS OF REINFORCING , STEEL FOR 44 ' - 0 " CLEAR ' WIDTH y 1 _ SIZE y � 5IONS QOAN//T/ES RL.F. OF BARS A BARS B BARS C r ' BARS 0 62#4LWRSE # 4 BARS F BARSH 4BARSK # 4 BARS M . # 4 #4 1_ -BARS N • HS 2 '/0" >. V . 44C[EAR1Y/v/ BARREL /N TOP SLAB //V BOTTOM SLAB WALLS AND TOP CORNER /N BOTTOM CORNERS 0 /8tioC Len th • 43 .f" 4• #4 /2+31%! . /N TOP LAB /N BOTTOM ,y SLAB 6 3 - " t" 5/ 3 -0 S H K h T U Cant. Rein! Cone. peinf Na Sir Sz to /h Wei h/ No. S/z4SPx 1e4 /h!Wei No. Sie Jh[en We/ nt O>nX No. Sie c Len /hWei t X [en Vh Nbr hV F' r. F1 c Fa Snac Total Wei ht Len /h VYei h/ Na e i No. aec en /A Wei "X' " Y" No. r [en /h Wn M "X" _ 4 s10 '] X 2 / 66 ' /410.27 /,259 0.122 26.9278 '4 7 ' 3=B" /9/ 7 /2'! 3 P 4 /O' /4 421 319' /0 /0 26 6/ 9' 8!4 339 3!8' 1!4' G/ 9' 6'B' 272 !8 >< '� , 3 3 6" 6" /4' //.95 / 4/ 0.259 26.70 78 "4 7" 3 !e /9/ 7 /Z'! 3 4 4 /4" /4 421 359" /O /0 26 6/ 9' /04"9 42/ 3!B' 3!4' 6/ 9' 6!B" 272 3!8' 9 /23 4 /B"! 4 /0' /7 S I2 4!9" /3 /2 ' 3/ 78 7" 9!4 486 4!8" 2-4.- 78 7" 7:8- doe 48 N E ' 2 / 6' ,6" /2' /200 /, 726 0.159 37.06 9/ 6' 4;8" 284 ' 9 /2"! 4 /8! 4 /4 /7 SL 2 49 /3 /2 3/ 78 7" //!4 S90 4!B• 3!4' 78 7 7!t 400 4=8" h Q ti h � L}%3/ 6" 6" /2' /3. 68 /830 0.296 3935 9/ e'd 4 6 ' 4'•�" 284 9 /2:+ 4 /8 ! 6 /5 /9 572 ,4!9' /3 /Z 3/ 78 7" /3!4 695 448" 4!4" 7B 7" 7-8' 400 4B 4 / 6" 6" /2' /5.36 / 99 0333 4298 9/ 4 6' 418" 284 BARS _ D 2 2 6 " 6' 6' /373 2,0860.296 4.87 68 '5 B" 58" 402 58 '4 9z 5B' 220 /36 4 B" 4!/0 439 2!4' /36 4 B" 4=/" 37/ /! 7" 9 /2! 7 /8! 4 /0" 20 602 519" /5 /4 37 "X " S+2U - 4 " Ic 5 3 2 6" 6' 8 /5.4/ 1,/77 0.33346.87 68 '5 8 58" 402 58 4 91 5!8" 22tJ /36 '4 8 S. £30 3!4" /36 #4 6," 4!/" 37/ /!7 9 /T-+ 7 164 4 /d' 20 602 £!9' /5 /4 37 � . _, X 4 2 6` 6" 8' /%09 2,$28 0370 502/ 68 "5 de S•e` 402 Sg 4 9�i 5!8' 220 /36 Q 8" 6!/0' 620 4c /36 '4 8- 4= /" 37/ /!7 9 /2? 7 /8! 6 /5` 22 663 5=9` /5 /4 37 8' BARS C 5 3 6" 7" 2045 2 5 942 0444 6366 6B 8" 5 /O 4/3 58 4 9i 5!/d 226 /36 4 8" 7/9 7// 5!4" /36 '4 8" 4 /'! 37/ /! 7" 4!//" 204 9 /2""± 7 /B+ /6 /3" 32 964 5!//" - /6 /4 37 X " S + 2U - 4; 3 2 6' 6" B' /7. /4 2.726 0370 5870 8 '5 7 6B" £43 78 '4 7 6.8" 347 /6B "4 6g 51/0 655 3=4" /6 d 6₹ 41/" 458 /h" /O l2} 8 /e. 4 /4' 22 663 6191 /8 /6 42 ,� 4 2 6' 6" 8' 18.81 2.898 0407 62 78 5 7" 68`5 543 78 #4 . 7" G ? ?47 /6B 4 62 G=/O' 767 4!4' / 4 6f Q!/" 458 /'T /O /24 8 /B"! 6 /5' 24 713 6!9' is /6 42 �I 6 X 5 3 6" 7" B' 22./3 3,53804@/ 7653 7B 5 6116 ' 556 78 "4 6!/0 356 /6B p4 CI 7=/O 880 5!4` /6 4 J 4 /M 458 /!7` 4!/% 204 /O /2"t 8 !8"! /6 /3' 34 1,024 6=/% /8 /6 42 Z 6 3 6" 7' B' 24/4 3.69 / OS25 7988 78 5 7" 6!/O 556 78 '4 7" . G!/O' J56 /G 4 6 8!/d 992 ' 6!d" /6B '4 } 4!/" 458 /=7' 5!//" 245 /O /Z'! 8 /8? /6 /6" 34 /,024 6!//" /8 /6 42• BARS M BARS N 3 2 64 6' 6' /9. 98 2,9/4 0.432 6269 78 "5 7" 738 624 9/ '4 6 7!B" 466 /5G '4 7" S!/O' 608 3!4" /56 `4 7" 451' 425 /!7" // /2.+ 9 /8"t `4 /4' 24 723 759" 2/ /8 47 R 4 2 63 6' 6' 2/ 66 3,078 0469 66.32 78 5 7 78 624 9/ 4 6' 7!8" 466 /56 '4 7" 6!/0 7/2 4!4" 956 '4 7` 4!/' 425 /!7" // /2! 9 /8! 6 /5' 26 783 Y-9" Z/ /8 47 1 2, 4,2 . \ z Q 7 X 3 6% 7 6' 25.05 3,55! 4544 76.76 78 "5 7 ' 7/O' 637 9/ "4 6' 7!/D" 476 /36 '4 @" 7!/0' 7/l 5!4` /36 d4 8` 4!/" 37/ /!7 4!/% 204 I/ /2! 9 /B'+ /6 /4 36 /,084 7 //" 2/ /8 47 8 z 6 ,3 63 7 6' 220/ 3683 0587 79.65 78 5 7" 7-""/0 637 9/ '4 6' Z!/0` 476 /36 ^4 8' 8=/0" 802 6!4 /3$ ^4 B" 4!/` 37/ /! 7" S!//" 245 // /2+ 9 /8Y /6 /6" 36 1.084 7=//" 2/ /8 47 ti BARS K 7 3 6�z 7 6' 28.9 3936 0.630 8522 78 "5 7 7=1d 63,Z 9/ 4 6" 7990" 476 T 8" 9!/0` 893 7-'4" /36 '4 8" 4=/" 37/ /! 7` 6=//' 287 /7 /2? 9 /8? 20 /5 40 1204 71/" 2/ 18 47'78 '5 7" B!B` 705 ' 6' 6110 8304!4' /82 '4 6" 4!/" 496 /!7" /2 /2i /0 /BY 6 /4' 28 843 8!9' 23 20 52 K 78 "'5 7" 85107/8 6B '5 B' 8!/0 626 6" 7!/O" 952 S!4" /82 '4 6" 4!/" 496 /!7` 4'�/" 204 /2 /2i /O /8.+ /6 /d 38 //44 8U . ,.e , For Direct Traffic constructs/ab to 7B '5 7 B!/O" 7/g 68 n5 8" B!/O" 626 6" B!/O" /074 6!4" 182 ff4 6' 4!/" 496 /!7" 5 //" 245 /2 /2"S /!� [B't /6 /6 38 //44 8!//" 24 20 52 con{arm to crown of roadway, NA 73 '5 7 8190 7/B 6B 5 8" 8!/0` 626 6" 9!/o J/95 " " ' 4!/" 496 /!7 ` 6!//" 287 /2 /2't /O /8't 20 /5" 42 /265 //" 24 20 52 T R ! maintaining constant thickness7B "5 73 9-O 732 68 'x5 6' 9!0' 638 Si, /0!/0` 1,432 8!4' l9B "d '52" 4!/" £40 /!7" 73//' 328 /2 12� /0 JBY 20 /T 42 /265 9!/ 24 20 52 - of slab. U 9 S - •-v. 5 3 7 7 6' 30.7/ 5,02 8 055 /08.99 64 '6 B#' 9!/O 945 84 '5 6i' 9!/0. 8G / /2B '5 B g!3" /,/O/ 5!S /28 5 81' 43//' 657 2!/" 4!//" 204 /3 /1'! /O /8! /6 /4 39 /175 9!/% 27- 22 SB T Permissib/e 6 3 7' 7' 6' 32/75103 069 1/283 64 '6 8i' 9!/0 945 64 '",5 6{ 9 /0 86/ !2B "5 8$ 93 1,235 6555 /2B r5 Bi, 4!//' 657 2!/' S!//. 245 /3 /2! /O 8'! /6 /6' 39 1/ 75 9 //' 27 22 58 SECTION THRU CURB H 9 X 7 3 T 7" 6' 34/3 4498 0742 //963 64 'G 8 9!/O '945 84 5 6�' 9!/d 8 / /2B '5 8 /0-3 /,368 7!5` /2B 5 8i 4!// 657 2!/" 6!// 287 /3 /2: /0 /8? 20 /5` 43 /295 9!// 27 22 so F 2 1 Const Jt 8 3 7 B 6 38665,949 0842 12847 6/ "6 9' /0.0 916 6/ '6 9' /0!0 9/6 %27 "5 9" !8 /,432 855 /17 a6 9" 54" 977 Z4' 7-'//; 328 /3 /7? /O /8`! 20 /7- 43 /295 /0=% 27 22 58 9 ' 3 7" B' 6' 4090 6,237 089/ 1348/ 6/ #6 9` /O-0` 9/! 6/ ",6 9" /0:0' 9/G /22 '5 9 /2-3 /,559 9!5 /72 6 g" S'4' 977 24 B!// 369 /3 /2? /O /8! 244 47 /4 /5 /0=/" 27 22 Sd U OeS �' T A E •p Permissible C t ' 5 3 7r 7' 6' 3212 5886 0699 /2767 68 [465 8" /O!/O" /,106 6B "6 8 !0!/d /, /06 /56 5 7 83 /,347 53 /56 a 7" ! " ' 4` 4/ /235 /O!// 29 24 63 A ' Cons!r✓t IV 6 3 7" 7` 6' 34/8 6,090 0742 /32/3 6B6 8' /0-/D /, /06 68 `68" /ofa /, /06 /56 5 7" 9!3" 1,5D5 6!5" /56 5 7' 4!//' 80/ 2!/" 5!//' 245 /4 /2! // io? /6 /6' 4/ /235 /0!/% 29 74 637 3 Y T 6' 36/4 6415 0785 /3927 68 8; /0!/d //O6 68 °6 8' /O!/d /, 106 /56 '5 7' /0.3" 1,668 7!5' /56 '5 7" 4!//" 80/ 23/" 6!/% 287 /4 /2r // /B=+ 20 /5" 45 /355 /O!//' 29 24 63 ha C a�� X3 7 8" 6' 4067 7, 070 0.885 /53/5 736 7i //!C /,206 73 '6 71 //!D 1,706 /4z , , " "9 3 7 8" 6' 429/ 7, 384 0934 /6005 736 7 /1!O' /,206 73 ab >r' //!0" 1,706 /46 "5 7z' /2!3" /, 865 9!5 146 '6 7i S!4" /, /69 24' 8!/% 369 /4 /2t // /8't 24 /6i 49 /416 //! l" 30 24 63 M Permissib/e0 3 7 8' 6' 4S/5 7, 699 0984 /6895 736 7. //!O" 1,206 73 6 7r N!0 /,206 /46 5 7Y' /33` 20/8 /D5 /46 6 7:. 534 /,/69 24 9r//` 4// /4 /?t // /8! 28 /6 53 /596 /F/" 30 24 63 2 ,. /j Conjtr. ✓t •� Cai.rlr Jt 3 2 6' 6" /0 /7/428/3 0 0370 6070 6B 5 a" 6!9` 473 68 5 8 " 6!8' 473 182V 6" 5!/d 709 3!4' /B2 4 6" 4z/" 496 F?' 8 is; 8 /8't 4 /4' 20 602 6=9" /B /6 42 Ira a X 4 2 6' 6' /O' /8.8/ 2,995040) 6472 6B a5 e 6!8' 473 68 ##5 8' 6!8' 473 /82 "4 6' 6!/O' 830 4!4 /82 °4 6" 4s/" 496 /=7" 8 /8! 8 /8} 6 ./5 22 663 6!9' /8 /6 42 'sConstr✓f. I. Ca'�r ✓z y B. ' 6 5 3 7" /0: 22./3 3,644 048/ 7895 68 5 6!/Q 484 as s5 g' 484 /B? "4 7 /0 952 5!4 /B2 4 a" 4!/" 496 /!7` 4=/% 204 S /81 8 IBi /6 /4 32 964 6!//' /8 /G 42 N f 6 3 6" T . . .................4./4 3,94 0525 8565 68 '5 8' 60 484 68 '5 B" 6!/0" 484 /98 "4 SZ" 8!/O' /, /68 614 /9B 4 5z 4!/" 540 /!7 5!/% 245 8 /8P 8 /82 /6 /6" 32 964 6!/% /8 /G 42 t. - " 3 2 6z 6" 8' /998 3, /30 0432 6758 68 '5 B 78' x544 68 '5 B' 738" 544 /98 "4 S1" S/0 77/ 3!4 /98 '4 5 " 4!1 " 540 /! 7" 9 1822 9 /8! 4 /4' 22 663 7!9" 2/ /8 47 HALF SEC . DHALF SEC . 4 2 6i 6" 8' 7/.66 3/03 0469 66.94 68 5 8" 7B" 544 68 '5 B" 7B" £44 /6B "4 6i 6110 766 4!4" !6B '4 6'/z 4!/" 458 /! 7` 9 8? 9 /8! 6 /4 24 723 7!9' 2/ /8 47 HALF SEC: TYPE 2 7X5 3 G1' 7` 8' 2505 3, 743 Q54480-97 68 '5 8 ' 7/0' 555 68 NO, 8" 7-70' 555 / ,8 '4 6i 7%O" 879 5!4' !68 "4 Ø 41/ " 458 /!7. 4!/% 204 9 /81 9 /8! /6 /4 34 /024 7!//" 1/ /6 47 TYPE I 45.4„ TYPE 3 6 3 Gtr' 7" 8' 27. 0/ 4,099 0587 886/ 73 '5 74' 7/D' 596 73 5 74' 7/O' 596 /B2 4 6 8 /0 /074 G!Q' /82 4 6 4!/" 496 /=7" 5=// 245 9 18"! 9 /8? /6 1G 34 1074 7!//' 2/ /8 47 • 8" 440' B" 7 3 6i' 7" 8' 1897 4,531 0630 9823 73 "5 71' • 7,!/0 596 73 "5 7i' 73/0" £96 /9B "4 Sr' •9!/0' /,300 7!4 /98 '4 51' 4!/" £40 /!7' G!/% 282 9 /B"": 9 /8. 20 /5 38 1/44 7!//" 2/ /B 47 Bars M• 7LpS/ab h-Top ArTop Slab - C 0 4 2 7' 6' 8' 24.79 3845 0537 8308 84 '5 ' 61 Bl80' 760 84 5 61" 818 760 /98 4 51 6!//' 9/5 4!5' ,95V 5¢" 412' 552 /'8" /O /8"t /0 /8! 6 /43 2G 783 g:g" 23 20 52 Bars K San N-Bot/om Slab Fr oV om Slab B-BotiomS[zb-O I Z 5 , 3 7" 7` B' 2820 4,382 04/2 947484 '5 1' B!/0 774 84 5 6z' 8!/O' 774 / 2 "4 6 ' 7!/% 963 53 /B2 '4 6" 4!2' 507 /!8" 4!//" 204 /o /Bp /0 /B3 IS /4" 3G 1.084 8!/% 24 20 52 - - - - - - - - - 8 X 5 3 7 7" a' 30 /6 4,544 0655 9830 84 '5 ac B /0" 774 @4 "5 6 ' B!/D 774 /82 4 6" B!/% /,084 615" /B2 4 6' 4Z' 507 / 8" 5=1/ 245 /O /B'! /0 /8! /6 161 3G 1084 8!/% 24 20 52 fT 7 3 7 7' B' 32./1 4,980 0699 /0796 84 "5 6$" 890 774 84 '5 61' 8!/O' 774 /9B '4 Si 9!//' 1,3/2 7!5" /98 "4 5r' 4;2' 552 /!8" 6!//` 287 /O IBi /0 /B'! 20 /6' 40 1205 B!l/' 24 20 52 cn 8 3 7. 8 8' 36.65 5384 0298 /6B? 84 5 61` 9O' 789 84 '5 6r' 9-0' 789 2/8 '4 5" /O /% /,590 B5" 2/B 4' S' 4.2" 607 /!B 7--'//" 328 /O /@i /O /82C /8" 40 /205 9 / 24 20 52 5 3 7" 7' 8' 302/ 5524 0655 //9.82 GB "6 B" 9!/d 004 6B '6 a 9!/O" /,004 /56 '5 7' B!3" /,342 yrl5 /56 5 7 4H% BO/ 2 /" 4 //` 204 /O /8"t /O /B=+ /6 /4- 36 /084 9 /P 27 22 58 '1- .. 6 3 7" 7" B' 32/7 5, 728 0699 /7429 6B '6 8 9!/0 /,004 GB 6 8` 9"/0' /,004 /56 `5 7" 9!3` SOS 6!S" /SG '5 7` 4!//' 80/ 2 =/" 5!/% 245 /0 /82 /0 /8! /6 16i 36 1084 9!//' 27 22 58 Bars H 9 x 7 3 7" 7 B 34/3 6,054 0742 /3L47 68 6 8 9!/0' 1,ãO4 68 6 8' 9!/O /,004 /SG "5 7` /O!3" /,668 7!5" /56 "S 7" 4!//` 80/ 2!/" G!1/" 287 /O /81 /0 /8! 20 16" 40 /205 9!/% 27 22 SB _ - I. 8 3 7" 8' 8' 3866 6,493 O[t42 /4L/0 GB '6 8" /0 0` /,021 6B `6 8" /d0" /,02/ /6B "5 6z' l/!3` /, 97/ B!5' /68 "5 61" 41//" 862 '2!/" 7!//" 328 /O /B! /0 /8! 20 /8 40 /205 /o7 27 22 $6 9 3 7' 6' 8' 40906B2s 089/ /4852 GB "6 8" 1010" /,02/ 6B '6 B" /O 0" /, 02/ /685 61. /2!3' 2,/46 95 /68 5 61" 4W 862 2!/" 8!// 369 /0 /82 /0 /Bt 24 /144 /325 1019" 27 22 58LjLt . _ _ 5 3 8 7 8' 35356,/50 078 33/573 7r /0'-10 /, /B7 73 '6 74z" /O=/O /, /87 /GB '5 6z 84 /,460 56' /6B "¢ 6 550' 676 252 43//" 204 // /B'2 // /B'! /6 IF 38 /144 1051/ 29 24 63 - 6 3 8 7„ B' 3730 6,530 08// /4/6/ 78 "6 7' /0�/C /,269 78 "6 7" /0!/0" /,269 /GB '5 6i 9!4, 1,635 6!6" /6B 'S 6f 550' 676 2=2' S!//" 245 • // /8�. // /BY /6 /6' 3B 1/44 /0�//•' 29 24 63 iBar:A-Topsi t on/ % 7 3 8 7 8' 39.266. 868 0854 /4903 76 "6 7' 10!10 1,269 78 6' 7' /0!/0` 1,269 /GB "5 ac /014 /,B/G 7-"6" /68 #5 .5O S!0` 876 2!2" G1//" 287 /I /8! // /8'! 20 /6' 42 /2s5 /o!//' 29 24 63 PART PLAN OF REINF. ySTEEL PART PLAN OF REINF! STEEL IQ6 3 8` 8' 43847,364 0955 /5989 78 G. 7 /,289 78 7" //!0" ,289 /82 5 G" //!4' 2, /5'/ 8!6" !82 5 6" 550" 949 2!2` 7!//" 328 11 /8? I/ 18"t 20 /C 42 /265 //=/" 30 24 63 3 X 2 TO 4X4 5 X 2 TO 10X 10 9 3 e 8' B' 46087, 7/ 5 /. 004 /6762 78 '6 7` /!!0" /239 78 "6 7" /l!0" /, 289 /B2 "5 6" /2!4" 2,34/ 9!f /82 "5 6" 5!0' 949 232' Vol," 369 // /8? // /8! 24 /7' 46 /385 1111" 30 24 63 10 3 8 8 8' 48318,372 .054 /8666 84 '6 61' //!O` 038 84 "6 6'z //!O` 1, 388 /9B #5 Si /3!4 2,753 /O!G" /9B "5 5r' 5!Cr /033 2!2` 9!//' 4// // /8! // /8! 26 /6 50 /506 //! % 30 24 63 IS GENERAL NOTES: 3 2 Gi 6' / /998 3635 0432 78.84 785 7" 7=8' 624 78 S 7" 7!8" 624 /46 "5 7/r' 6!2` 940 3!4•_ 146 5 74" 4!/d 736 2!0' 9 18"t 9 /87 4 /4' 22 663 7!9' 2! /8 47 Designed for H520 Loading and maximum fill heights shown. 4 2 6` /O 1/.66 3,837 0469 83./2 84 '5 6i' 7!8 672 84 p 6i 7!8" 672 /36 05 8' 72" /, 0/ 7 $4136 p5 8` 4!/0 68S 2!O 9 M 9 /B:+ 6 /4' 24 723 7!9' 2/ /B 47 The bottom edge of the top slob shall be chamfered 3 inches of the entrance; Reinforcing bars shall be X 5 3 6 7" /O ?SOS 4,5/2 0.544 9792 84 e5 6e 7-/0' 686 84 5 6r' 7!!0 686 /36 5 8" B2"• 1, /59 5-4" /3G 5 8" 4910 685 Z!0' 4!/% 204 •9 /Bt 9 18! /6 /4" 34 /024 7!//" 2/ /8 47 adjusted to provide o minimum off %a inches clear cover. Headwall heights will be reduced, it necessary, to provide 7 6 3 6i 7` /O 270/ 4,695 087 /01 84 `5 6i. 7-/0 686 84 "5 7!/0 686 /36 n5 8" 9'7 /,30/ 614' /36 "5 8` 4!/0 685 2!D` 5!/1" 24S 9 /8! 9 /8! /6 16` 34 /024 7/% 2/ /8 47 a maximum of 3 inches projection above the roadway slope. No increase or decrease will be mode in plan 7 3 6r 7" / 28.97 5 /5k 0630 ///.76 84 '5 6r' 7/O 666 84 °5 6§' 7!/O 686 /46 5 75 1092` /549 7-'4 /46 "5 7z 4!/d 736 2!O 6!/% 287 9 !ei 9 /8? ZO /5 38 //44 7!// 2/ /8 47 guanlifles of concrete or reinforclnq steel for this work. 4 2 71' 6" /0 2605 4,483 0565 9205 68 6 8" 88" 886 68 b 8" 8B' 886 /46 5 7z, 73'3 /, /04 415' /46 710 4!//" 749 1!/' /0 /8? /0 /8? 6 /4g 2G 783 9!9' 23 20 £2 Construclion joints shown at the flaw line may be raised o'maximum of 6 inches al the Contractor's 5 3 7, 7 /O 2949 5,'036 0640 /0943 Se "G 8" a'io 902 6B "6 B" 8 8"!/d 902 /36 '""5 " 8!3" 1,170 515 /36 a5 8" 4!//` 698 2=% 4!//' 204 /0 M? /0 /8! /6 /4 36 /084 8!//' 24 20 52 option. Bars E may be cut off Far r�ied. l3ars M and N may be reversed a-na bars C and D may be reversed except x 6 3 7e 7 /03/44 5,2/9 0084 //3.45 68 p6 8 8'/G • 902 68 6 8" 8!/d 902 /30I 5 B' g=3 /,3/2 6!5" 136 5 8" 4!//" 698 2!/•' 5!/% 245 /0 /8! /O IS? /6 /6i 36 1084 8!//" 24 20 52 where bar size is different, in which core born C may be cut off and bars D extended io provide 30, diameter U 7 3 7:, 7" /O 3340 5,682 0727 /1330 68 6. 8" 8!/0 902 68 'G 8" 8!/d' 902 /461'5 7z" /0!3 /S6/ 75 146 a5 77" 4!1/" 749 2!/" 6!/% 297 /0 /8! /0 /B"! 20 IG` 40 /205 8!/% 24 20 52 lop with bar C. - Z 8 3' 71 8` /0 3296 60 78 0827 /32/5 6B 6 B" 9i0" 9/9 68 °6 B" 9!O" 9/9 /S6i #5! 7 3"// /,830 8s 5! IS6 , 7` 4!//" 80/ z!/' 7Y% 328 /0 18? /o /e! 20 18 40 /205 s!/" 24 20 52 a - STATE DEPARTMENT OF HIGHWAYS 5 3 8 7" /O 3306 6,0/3 07/8 /3039 78 6 7 9 /d /, /52 78 'G 7" 9!/0 /,/52 /GB "5 6S" 8!4" /,460 S!6` /68 5 64 510` 076 22' 4!/J' 204 T////0"/a' /O /8? /6 /4' 36 /084 9!//' 27 22 53 AND PUBLIC TRANSPORTATION U 6 •3 6" 7 /O 3502 6229 076/ /35/3 78 '6 7" 9!/O 1/32 78 '6 7 9!/O /, /52 /651 #5 6i 9!4` /, 635 616" /68 5 6�r" 5-0' 876 2!2' 5!//" 245 /0 /B-+ /6 1681 36 /084 9°// 27 22 58 All reinforcing steel6.97 6743 0805 /4643 ¢4 `6 6�z 9196 /,240 84 66e, g°(o /,240 /6B 'S 6}" /04 /, B/Q 7!E /68 5 C'z 5!O" 876 2!2' 6!/% 287 /0 /B: 20 A5 40 /205 9=// 27 22 58 shall be Grade sleL55 7,003 0,905 /52/2 84 "6. �; /0:0: 262 B4 6 s_- 90-0` , 2 /6B "5 61" //-'4" I /985 B;6; /68 '5 6s` 5'Q; 876 2;2" 7;!/, 328 /0 /8:+ 20 /8„ 40 /205 /0!/" 27 . 22 5B SiNGLE CULVERTS . NO, RMAL 379 75930.955 /6509 84 '6 6yz /0-O (262 84 ' p ,222 /B2 "56 " /2!4 234/ 9.6 /82 '5 G" 5!0 949 2-7 8!// 369 /0 %8'! 24 /7 44 /325 /0!/' 27 22. £8 5 • 3 81' 7 103@907,// 70802 /549964 78r" /0!/6 /,4/7 64 78i /O fo 1,4/7 i.mjV B' 816` /, 736 5!6" /36 8" 515" /, /07 215' 41//' 204 // /83 // /B_+ /G /#' 38 //44 /0!// 29 24 63 SC - NA SC - NB • SC- NC 6 3 • 8i` 7" /O' 38.86 7,539 08451613068 a7 8' /O /O /,SOS 08 p7 8: /0"/0_ /,SOS /36 6 8`' 9!6" /, 94 / 6!6' /366 8" 515" 1107 2!5 5!//' 245 // /8't // /8'! /6 /6r 38 %/44 /0!//" 29 24 63 oN. ww. oa.w nc 7 3 81 7' /040.@2 7, 906 0888 /723668 7 B" /O-/d /,505 6B 7 8 /0-/0 505 136 6 B" /0!6" 2,/45 YG' /36 "6 8" 5!5` //07 2!5' 6!/%' 287 /1 is! // /8"! 20 /6' 42 /265 /0!/% 29 24 63 cn.oN. nuu a.,a,".< a ,r�H< 2(�'<. •: i7 to X 8 3 8z` 8" /0' 543 8200 0990 /7380 6B "7 8' // 0 /,529 68 '°/ 8" // 0' /529 /36 # 8; //! 6` 2,349 8-6" /36 '6 8" S•5' //07 2!5 7!//" 328 // /B: // /8t 20 /8 42 . /265 //! /` 30 24 63 e+ � ee nhv+1964 + 9 3 8i' 8" /O 4267 8,83 /039 192.7! 68 '7 g" //!0' /,529 66 "7 8` /l! 0' /,529 /46 6 7z 12!6' 2,74/ 9-6" /46 6 727' 5!5' /, /89 2!5" B!//" 369 // /8t // /B; 24 /7 46 /385 1111" 30 24 63 nen e-BT(Gen Neel aw. _V/ H Ree No✓'/967 " cry <"""•' T " T! 10 3 8i 8" 1O' 4R90 9, 72 /088 2//62 73 07 7i _// O /,64/ 73 '7 7yz" //!D" /, 64/ /56 'S 7& /3C 3 /63 /0!6" /SC. '6 7" 5!5" /,269 ?!5 9!//" 4// // /8! // /8! 2g /6', SO /506 1111' 30 24 63 c�.m. naa n "12. HARRIS 0" IZ mH L frm¢ catch__ cast - In - e i ace or canaretft ; ieb , ` Note : maybe el to tr E _ _ I/ may be lacatetl in any carnet . - elack• ot / \ J f� . , r . 1" pia . I j1 • In — - - — __ 1 C — 'a • 6, II Illy /: o BARS B iantealrlt car o � ` ; Y - 6 " CONCENTRIC 1 LIFTING CATCH BAR Manhole i Cora II } LI II PLAN PLAN BARS C pr, 1 �__------- ---------- -- 1 - - - .�a lb I all , . . pu 6" i I '• ^I pbu T It26" shape to I/ e a a t I ' - p" . ' ( MIA , — r -a^ ) ( maT ._ 6 ' - p" ) 6^ ELEVATION Fit Plot varies I ELEVATION • } BARS LI NCovere i CAST- IN-PLACE RISER COVER CONCRETE PIPE RISER COVER PLAN Canc < nult par , . . ¢,1 I . ,=�_ t � \� i OPTIONAL PRECAST CONCRETE LIFT OFF ' COVERS 6 ENEfAL NpiES• J 01 Unless otherwise shoes It the plans . faYnec : n ' II be made lot / r (m s . ee fi ' - p" ) 6r, • BARS Lz 6" Exposed edges hall be chamfered 3 /4 A i 1 ' - " ( min . - ] ' - 0" ) each Manbole of the Type Al . s II BARS O J engineer dill Ee d for g the steal ,sqlsleted eft tl ri prolessionci engineer w acceptable precast cans n PLAN an Shop drawings will not be required . The contractor may with The approval of the Engineer furnish • 1 ' - 1 lu 11 . 1111 manholes of equivalent structural design .• See P.i nt / —`I fi J � -p'r 6" Corer Standards ] ' - I _" pia . Dom Naeimu Inside Ag the , , . i 0" Ilia . In area , of conflict beleeat reinlarel ,•g steel , " Taet - auts , pn , r . p fi" al Any Pipe to ttrint the t 1 ' • fi" 1 for tletalle J ' • p" pia . Slue Shven or the Oppailte J ' 0" Ola . v� Pipes , anchor r is o other tool .acid{ U' s ' . t 'Iv rvi '' flee ' . 1 - pe -- - - I sita : l 1• e host 0 • a riser ay be djusted to : lest as tli r• v teu by tM1e tn., rn • eor• Side . oleAe nlorc <d Cane ' eterPlpea ", ass of t Ilrcln ed CtcorOe concitte - s ;. STL' r „ - r -- On1enat : an C • 76 : I plot Is scat , I Join s shall canlots, II n ^ n --15--- —_ — -- ell C bstituted tat Aln¢ < r . } Plee riser t0 be Item ' At l n l ar eeu Can Or a to Pipe Ct. ) e r lsl Precast " tilt f-- —_y___ 1 x for p' - 15 ' tl Till . — 1 Placed alter lunetlon Cover may 0e su anu Cmv I 1f trnt • 1 I box concrete has cured . So General — i 1 I I Natesnla } oint , = Connector pipes should water within IC• of awl to inlet wall . t left" i ` 1 S - I - • a ce r cur I T4P • let riser welils - 1 a 1• • i ; _ L o usede lass ' ay within tnl • limit , red noPrOaeb s116'n coda sM1cu) ' ` A i LI _ — I 1 IU° 4 > I xt s _ 1 . 6 — s 1 I 1 :. L2 ( x126" ) .: -- y___—_—_-- _- -j any orall walls . The maximum site o1 plot that ------ e 1—_—_- --__— 1 —A of t than area else mar enter a side , m �---- — --- - 01612" _ s52 1 v P rue m box dimensions shoes . the clear distance i i of the xSnu Pip c FO t 1 s ca conodated is 1 Pass" I ) _ _ 1 ( at Sides le subject e i YD between adjacen t' pipes should by 9" minimum . ; p12t2" • Perm, ss . Canst . ) t lyp • lor sides Pe ra Iss . Ca n s I . It • C r, , a 2]/ " TAI, TI Ji, Y STATE DEPARTMENT OF HIGHWAYS T / " Tr P . i . . . . . .. ..• ( AND PUBLIC TRANSPORTATION . e 1or ] des j 1Ia6 ( C t 1t - - --_- _ . .1____ ___ __ ___J_ _ . MANHOLE TYPE• ma > im 'n 6] °u ) 6'• (JUNCTION BOX WITH ACCESS) ( max . —6r . p ' ) - ( 6 p ) , i , . p,1 _ sin . - 3 . D' )r - n ) p^ U ' 0 r 1 ' - p' (mIn . — , r - p„ ) 6" ' I y .- A SECTION B-B • ELEVATION SECTION A-A ELEVATION - M HM M anierx.t mn.w'"a site : OCC. I7:M ' nru.•. ii rre.rt, _ • MANHOLE WITH CAST- IN - PLACE RISER OPTIONAL MANHOLE WITH PIPE RISER x .THDRev. a86Gen. Nat.I5Iftt N 2 3.. ma.TN D 12 I,- - M ". 1lyp. 8 Max. 24" 24" 24° a Match slope,as shown In plans( 6:I or flatter) 2 t Flow Lingo ) __ _ __ F - END TREATMENT - MULTIPLE OR SINGLE 3'-0"• BOX CULVERTS Without RlPrap 'a With Riprap PLAN VIEW ®Top of Safety Pipe IB' Min1 w c Runner ( Typ.) I 3Bodius ®Third pipe runner la have bolted (Approx.) ain Break connection for cleanouf access. R OUPipe PIPE SIZES FOR GIVEN PIPE YIELD .- -•.— Line Culvert Pipe 35 ks: 42hs: 52 Ks; v, ; ----T � m. p T . 8 Max. 24" . 24" 24" Size Runner ASTM A53,TyEBS ASTM A500, Gr. B API 5LX52 y. _.� --y' Match slope as shown in plans(6:1 or"Haller) OD 0 N OD ID _ Co c Pipe Length G B Nom. 00 ID I `r 30" 42" 3 %S 3.500 2900 r k%S 2975 1.771 hST 2975 1.771 a ( • 2 31/e 4000 3.548 3STD 3.5003068 3"STD 3500 3.068 ! Q. I ( Flow Line 1 "lend Pipe toast break line' tiY `Y `� _ and bef field bent Into 36" 4 fl" 3hkS 4000 3364 3t751d. 4000 3548 3"Std. 3.500 3068 p p SEC. 0- 0 a _ .� t T _ _-, "t � __� 5 _i ,t, t v Q2" 54° k%S 3500 2300 3'XXS 3500 2300 'XS 3.500 2.900 E x °o as7ff a" sI. `,"v',.��, Ih'kS 4.000 x.364 3fiXS 4.000 3.364 3Sy;St' 4.000 3.548 END TREATMENT - CONCRETE PIPE a"std. a5oo ao2s a'atd. a.5oo 4.ozs �� —�J �• Toe Wall footing . - 0 48" 60" 5 3 3.826 3'2200 XXS 3300 S 4.000 3.3604 3�55 3.500 2Z00 0 3. IB' Min. q"Std 4.500 4.026 PLAN VIEW 548 2, CONCRETE PIPE � _ 54" 66 kS 4.500 3826 3k%S 3500 2300 311 XS 4. 00 2300 — Sid. 5.563 5.047 Std. 4.500 .026 4 5td. 4.0004364 02 4"Std. 4.500 4.026 . r e s '•r, : $ T .' . •.• • -". Notch eipe to fedit 0 2 ;T;: C t 6 " 7 " 4"%S 4500 3826 4"XS 4.500 3826 3"XXS 3.500 2300 me al'� "7 3" y. x' +r �a - Tip. 8 Max. 24" 24" 24° at pipe p os regal ado lower pipe f s .) :•53; u' at runners. ,�: �:'. runners. ` ---..,_ Match slope as phown i npions( 6-t or Hotter) 5Std. 5.563 5.047 5SId. 5.563 5.047 3!i 4000 3364 _ -__ - - -- - - � ) 4' Std. 4.500 4.026 P I • I 2" Bolt cover ( Typ. ) O SEC. E - E Flow Line I 6ENERThesedebits are to be used as a guide for Installation of softly pipe ~ runners for parallel-drainoge structures where out of control vehicles may r 1 x a � a ` o impact the openings approximolely perpendiculdr to Iho safety pipe runners. • a e 3 , xl a S S Some installations may require Iho preparation of special detolls. In general ,•; ? ht h r nZ = J t`h? r safety pipe runners are installed onparunol-drainaga structures at maximum is END TREATMENT Safety Pipe Runner gpacitgs of approximately 24 Inches. ' *• CORRUGATED METAL PIPE (See Table for size ) ` '^ accordance installallon of safely pipe runners for single or multi le culverts will be PLAN VIEW with the details shown ,f the use of sofey pPpe runners are specified elsewhere In the pions. CORRUGATED METAL PIPE _ _ Ti Payment fa- rlprap (if req iron) too wall footing Is included in the price bid for each Safety Pipe End Treatment. Design: Solely Pipe Runners are designed fora lioversing load of Solely Pipe Runner ;-t 3k' x • r-O" Belt 10, 000 pounds of yield as recommended by Research Report 280-2F, Solely u n .. . . c 2" Hex Nul B Washer re I n of fl tl Parallel Dra: uatur , Texas Transportation T e I Roadside 'page Sir es ansp tion �, a (See Table for size) :I.I ' - Institute, June 1981, Concrete Pipe C.M. Pie _ ASTM A307 : ; STATE DEPARTMENT OF HIGHWAYS _ '•_ AND PUBLIC TRANSPORTATION See plans for limits of ---- --___ , - '� h- o" Bel SEA. P • F PARALLEL DRAINAGE Riprap If required. 2 y r% •, ,�;"'. � -.. m . . . . . ' - Hex Nut 9 Washer _�rZ ASTM A307 _ * 6 Reber 2" B^Haayer ( Ty P:) �� SAFETY PIPE . RUNNERS -_ r_ o . _ _ _ te r _ : 7 (Surfa1Wipce�f �s,",� o".","c b.r JUNE .,.n fl ... w END VIEW SEC . C C „"„ ,fl.w PD — SPR 3 END VIEW VIEW A - A a r : 1985 r..,.0 n. .,...n s vr, CONCRETE OR CORRUGATED Deepen and widen riprop around ends of 3rd. pipe w.:M1iPM1 pe. In-eete.�°eu°y"s1 12 6 A IS MULTIPLE OR SINGLE METAL PIPE runner and provided booed connection to allow "JJF ..p ortxaaxa no PP. mmuel e.. e ..r: BOX CULVERTS cieanouf access. 4:94-1 Pit N I6 IoMt2 m ' 1 f2"Min Safety Pipe Runner g• Mai Safety Pipe Runner See DETAIL A Sofety Pipe flunner 6, 6' ly ' Min AKtw Ppe© Mrn dncharPipe AssanbN �. 1 a0' Elbow "x1-618otlinq isa 3 ; 7:;. ,;: Min ') lam be field bnl as ID "l " TYP y Optional FwM1ng 1? h rdH Nut`. --- __ - • _ fof CtP BoxCulveits ._ N d wash r. ° - Match slope as shown in plans ATM 8307 OPTION B ' OPTION C S OPTION A --"- - i -Q No weld—•- Pipe as runneto View E Viaw E-E Sym. about E - _ 1 �. be same die. as 'f single box. F,� Any of the above Safety Pipe Runner Lower Anchorage I + ' OS smnBrcr used with CM or Conc ( p I options may �— � �� - ___ ______ ______ _______ i!q DETAIL A o llobePipe ae . B SECTION B B 30° Max. ITI ( (ems- s Ord ° r So�s.,s END TREATMENT - MULTIPLE OR SINGLE 3-0" rs� - - - BOX CULVERTS E o Without Riprap? - ' G With Riprap PLAN VIEW Top of Sa/ety Pipe 18" Mln. „ c "L" FOR VARIOUS CULVERT SIZES AND SIDE SLOPES Runner (TYPO 3"Rpdixs SIODe (APP ox.) > ro 31 4 : 1 1 . ..... . . . :.: .k• I0k8' SH ¢= 36 " 9' _ 6 I2 - 4' (5'- 4' X8' 3 ' _ "` ,o,e - - - - _[-- -L- -- - - - ---..:_--- -- - - - - - -- - ..f ------- p "L I one = _ - : ., .. . .• o . .�. Pipe D " q2" f2' 8 " 15' 9" IB' g.. .,_ _ H 42" • II' I " 14' 5 " 17' - 10" 21' ' 3 " Match slope as shown In plans - .. _ __�- . . .. .. ' az D ^ 48" 11,_ a " la '_ g" 8 - 3" 21•_ 10 ' S • H = 48 ' 12' - 8" 16, _ 6" 20 _ 5" 24'- 4" - View o ° - Pipe reinforcing may p = 54" 12' - II" 16' - IO° 20'- 10 241d" •1 _,_ B ' _ - Flow Una 1 extend past break line H = 54" 14'_ 3 " IB' 7 ° 22'- II" ��IIJJ• ' . - and be field bent Mf° 60" IB' - 11 " 23'- 4" 27'- 11" P c _ D ri rap• D = e^ SEC: D. D H 60 15 10" --- 20'x• 7 " 25 6• 30' 5.TT.__ I Cl 'zo J J � END TREATMENT - CONCRETE PIPE w�oye? MAXIMUM PIPEL" FORA GIVEN PIPE SIZE. AND YIELD Yield 35 ksi 42 ksi 52 Tae Wall fooling - Nom. ASTM 453 ASTM 4500 AP52 ksl 2 PLAN VIEW 181Y-- M��' ---I 7 I Dia. Ty a E BS Gr. 8 . Gn B . ' CONCRETE PIPE 3 11'- 2" 13'- a" 16'- 7 " OD=3500 .;.;.. .:: : : •.: : ... . . .: . 31/x ^ 15'- 6" IB°- 7 " 23'_ 0" :--•c;" `—`'.�',_t,° _" OD4.000 I a Corrugated 4 ' 20'- 10" 25'- O;' 30' \`,\\ Metal Pipe OD=4.50d' 1 — ls�<• / _�_ C" m 5 I r---� I Match slope as shown In plans OD=5563' -- --- -- -- ---- - 1 QAn hop Pipe may be any of the above materials and spoil have an O.D. View E•E I o • ° " - � SEC. F - F of 4a ' to s/e' less than the 1 D. of the Solely r.pn.Runners. '. 8 I B = Q. Flow Line Those details are to ho used as 0Oujda for installs to f safely pipe 1p1 runners t cross- raido a structures where ou of control vehi aS may `x>, D 1 Traverse the openings approximately perpondiculat to the safety pipe rnners. T .�__ _ _— _ --- -- i c '? ? e'a Li 'n Some installations may require the preparation of special, deldlls. In general, . v __� i safely pipe runners ore Installed on cross- drainage slructures.ol maximum �i:03e END TREATMENT spacings of approximately 3O Inches. � CORRUGATED METAL PIPE installation of safely pipe runners for single or multiple culverts will be. -�1 - in cicod new with theIn lheda alopshown if the use of safely pipe runners dre PLAN VIEW - — CORRUGATED METAL PIPE ya P Sllel Pipe End deTretmented ) wall tooting is Included In the price Safety, Pipe bid for each Solely Pipe p Treatment are designed ' Runner Design:tyelSa s Runners are d for a 1280- , load of 1,800 o pounds at yield Osrecommended by Resea Fh Report 280-) , Sofety Treatment n u cross Pipe Cross Pipe ` ss Drat g ifuature , Texas Transportation Instd 12° f Roadside' CrO na o •S s ute, n a 2" (See Table for size[ '� Pipe stub Marc Concrete Pipe CM. Pipe - t - (See labia for st:e ) shall have an QD. of _ _ -- 44 to e/", less manpe STATE DEPARTMENT OF HIGHWAYS So Y v AND PUBLIC TRANSPORTATION Ru of the let PI e P -- - ---- - ---- - - --. Runner. :' "f, -� - OPTION F See planslorlimilso( / ! x- 3, "yx1=D" Bali = ------- - -Runner. CROSS DRAINAGE Riprap it required. _ .� �'. ., a 'yI. ¢/q" x f-0" B0H Sym. about E Hex Nut B Washer :t Safe[ Pi it single box. 1 I "'i ,•�, 'ç ___ � ASTM A307- Hex Nut a Washer �q Y Pe j , �. ,,. .�. •. '.. ASTM A307 Runner SAFETY PIPE RUNNERS 2" Bolt coverr ( Ty P.) ' s= r Cross Pipato be same e o. q: •:• ::: ox5 as Pipe Runner or ' . . .. larger. G D - - S PP. SEC . C - C SEC. G- G OPTION c �.." x.. ,a ". ..� ,..,... . ,, END VIEW r^`UNE 1985 END VIEW Deepen and widen riprap around end of cross pipe Either of the above Safety Pipe Runner < MPM "" io-ee(a=n. Nose 1 " y2 = 6 NH 92 rM w90 MULTIPLE OR SINGLE CONCRETE OR CORRUGATED Upper Anchorage options maybe used. • J"P Re".a28615ea.e�eir••"'^ METAL PIPE- and promee booed aoaneanoa tp miaw daanom aaa¢aa. VIEW E — E o..:-EDS m BOX CULVERTS cam, JJp t pPn 2 0 • 12 GAGE WIRE II USUAL._...._ 1AT@ THE UNITE 10 PLUG SFORL PIPE 1SEVER IN THE UNIT MORTAR JOINTS TO BE USED AS DIRECTED BY THE ENGINEER.REMOV II , SEWERAOR EXIST FOR STOfd4 PLUGS 5"qCka�?ROv Lr - D � �'� I SHALL BE CONSIDERED INCIDENTAL TO ITEM 465 & 464. !! ^SE YRF tRI F O- FSET g ^SS o ! CONCRETE PLUG FOR END OF P1PE CULVERT OR SEWER Pt A.E,I'i I 6.. = z � . I . . , li 8C 3V4. r 26 -2_. P-T' � PLUS I • 1z GAGE _6. FL. LARE P S APE I WIRE HANDLE ' NOTE' JOINTING MATERIAL SHALL CONFORM W0WINC ST- TRIP TO B= PRCVOED r N. 'RE I It _ TO REQUIREMENTS OF ITEM 464 CALLED FOR Et5EV;yERE• !'. Any OII .G SifilP I PILL NOT BE PAID `OR OIREC7LY BJ SnPALL BE MATERIAL FOR TEES SHALL CONFORM CONSIDERED INCIDENTAL "C ? -- •-F ' CUS -� �) TO RE0UIREEMENTS OF ITEM 464 BID ITEMS. a a� I cc PAYMENT FOR TEE TO BEE INCLUDED ME• IN BID PRICE FOR MAIN RCP. I a PRECAST STORM SEWER GUARD FENCE - MOWING . SECTION 0 0 TEE STRIP DETAIL . CONCRETE PLUG FOR PIPE TEE JOINT SLM•t4RY StfiMARY OFF PIPE BEND OUTSIDE A. I • ) 0' - B• NO STT1ON OFFSET SIZE STATION OFF SE] SJ2 AC I/ T` r40Rraa E 1 ' - I I 7II PIPE TO BE CUT ♦y♦ / i I . • 4X1 ' - 2• DOWELS a \ VAR 7' USUAL 6' I 2' -6' C-C EMBED MIN I PAY LENGTH MERSURED i, 1 6 i 1/ 4' R 8 IN GROUT I ' ALONG 2 MICA / A C •� • ONE TURN 6 TAR ' X6' 2 o M - - 'a • 5 BAR • 6 MIRE MESH S i CONT BETWEEN JTS 1�0 Ir- ' ry SECTION B - B 2' AC PLAN VIEW BENDING DETAIL ra .I ELEVATION PIPE COLLAR DETAIL .arnoi as STATE DEPARTMENT OF HIGHWAYS ROTE, BENDING OF PROPOSED PIPE SEWER OR RCP IN A 14 , CEM. STAB AND PUBLIC TRANSPORTATION VERTICAL 4/ OR HORIZONTAL PLANE . SHALL BASE DISTRICT 12 BE ACC0M'LI5HED BY THE, USE OF A ' PIPE COLLAR OR A ' PRECAST ELBOW , AS APPROVED BY THE ENGINEER . r PRICE OF ' PIPE COLLAR• OR ' PRECAST ELBOW USUAL 5 MAX JOINT SPACING 20' -0• STRUCTURAL D G T A I LS SHALL BE INCLUDED IN THE UNIT PRICES BID FOR MIN 15' -0' . ITEM , 465 OR 464. 6• l [F TREAT SUBGR JOINT WIDTH AND MATERIAL SHAH BE TO BE PAID FO R UNDER ITEM 520 • BOARD PAY LENGTH MEASUREMENT TO BE ALONG -^Q • L HORIZONTAL 'PLANE OF PIPES JOINT AND EXPOSED EDGES SHALL BE HORIZONTAL _ TOOLED TO A RADIUS srAr • CURB DETAIL 4 Eu cII 'IZC n c „ , , • HARQISotsfl ao9 91 a-ra - ' 6 6 . 6 • tL OF ROADWAY t ' T SEE PLANE RAFFIC LANES SEE PLANS TRAFFIC LANES 3 -- 2' VARIES I VARIES 2' i u LANE - o w LANE YELLOW LINES w a 0 < F LINES YELLOW JIGGLE BARS _ n JIGGLE BARS _ y — D UI w ww u N w w a Dw TYPICAL SECTION OF JIGGLE BAR .LOCATIONS w c FOR MEDIAN SHOULDERS JIGGLE BAR IN - PLACE Top View 4 PAVEMENT 2 • 2 2 ' DIRECTION OF TRAFFIC PARKING • ROADWAY r N �- PAVEMENT EDGE SURFACE h° I . PAVEMENT EDGE I / I6 ' to I /8 ' o ADHESIVE SECTION C - C 6' CONC. SHOULDER 10 Tu io o IB' CONC. SHOULDER SHOULDER EDGE 3/ B ' R I. SHOULDER EDGE ADHESIVE SECTION- D - D ROADWAY SURFACE JIGGLE BAR TILES 60' -0 ' C-C • JIGGLE BAR• CONSIST OF A NUMBER OF JIGGLE BAR TILES PLACED III A LINEAR CONFIGURATION 60 -D C-c 4 • PAVEMENT PLAN MARKING JIGGLE BAR PLACEMENT GENERAL NOTES' _ 1 ) THE PAVEMENT UPON WHICH THE JIGGLE BARS ARE PAVEMENT EDGE -� PAVEMENT EDGE TO BE PLACED SHALL BE GROUND, BUFFED, SANDBLASTED, OR OTHERWISE PREPARED AND APPROVED BY THE 6' ACE SHOULDER m ENGINEER . TO INSURE PROPER CLEANING OF THE PAVEMENT SURFACE, PAYMENT FOR PREPARING THE SURFACE SHALL BE SHOULDER EDGE 10' ACP SHOULDER CONSIDERED AS INCIDENTAL TO VARIOUS BID ITEMS. 2 ) JIGGLE BARS SHALL BE BONDED TO - CONCRETE SURFACES SHOULDER EDGE WITH EPDXY ADHESIVE CONFORMING WITH THE SPECIFICATIONS. THEY SHALL BE BONDED TO ASPHALT SURFACES WITH B ' OR 12 ' THERMO PAV MARK BITUMINOUS ADHESIVE CONFORMING WITH THE SPECIFICATIONS. - SEE LAYOUT N PURPOSES ONLY. TRAFFIC LANES SEE PLANS T-501 RAIL 3 ) JIGGTHEY LE AREARS NOTSHOWN ARE INTENDED TORSPECIFYRANYOPARTICULAR PRODUCT. LANE LINES 2` SEE PLAN sIPAVEMENT MARKING PLACEMENT `+ ; L?; 4 4 ) JIGGLE BARS SHALL RE PLACED AT LOCATIONS AS SHOWN P Ion View .. . ;. ON THE PAVEMENT MARKING LAYOUTS OR' WHERE DIRECTED BY ,Ir�`:�, STATE DEPARTMENT of HIGNxAT5 • " ' ' THE ENGINEER. AND PUBLIC TRANSPdilATION J 1GGlE BARS 5 ) JIGGLE BARS SHALL BE PLACED AT 60 FOOT INTERVALS THROUGHOUT THE LIMITS OF THE MEDIAN AND SHOULDER, MEDIAN JIGGLE BARS SHALL BE YELLOW AND SHOULDER J I GGLE L E B A R DETA T A I LS SECT I ON JIGGLE BARS SHALL BE WHITE, JIGGLE BARS ON BRIDGE 6 ) SHOULDER MARKINGS SHALL HAVE A MINIMUM WIDTH OF 6' BEFORE DISTRICT 12 D PLACEMENT OF EITHER JIGGLE BARS OR THERMOPLASTIC PAVEMENT MARKINGS. on..,xc I : rco. : STATc .A, .1e ,.O.c . AD. REV. 4 - 91 , CFN „ A TEXAS a ^`41 /T41 Mx ec- �1F COU e NTY o n 114R25 Gov a 492 2GA2, t260160)ADAJ5S1D. DGN AD• 76-D TYPE II - A - A TYPE II - C - R < TYPE I - C ( 40 ' 40 ' ' 4 DETAIL " D ° mot—' ❑ a ❑ ❑ ❑ o\ ❑ ❑ DETAIL ' D " TYPE 11 - A =A TYPE II - C - R I ❑ o a - o ❑ o o ❑ ❑ = ______________________________________________________a ❑ o ❑ o ❑ o ❑ 40 ' 40 ' ❑ ❑ T- 20 ' ❑ El ❑ ❑ Imo— 20 '— - 20 =�{ TYPE I i A A I 40 ' ❑ 40 'Ca ❑ �IL I ❑ o 0 0 ❑ o INDIVIDUAL UNIT MARKER TYPE II -C-R, CLEAR FACE TOWARD NORMAL TRAFFIC AND � I ° _ 21 I ❑ LANE LINES RED FACE TOWARD WRONG-WAY TRAFFIC, SHALL BE SPACED ON 40-FOOT CENTERS I FOR DIVIDED HIGHWAYS PAVEMENT MARKINGS FOR TWO - WAY LEFT TURN LANE -� I _ 211 TYPE I - C � _ ❑.0. ❑ r� ❑ o ❑ o ❑ _ o ❑ DETAIL ` A ` - TYPE II -A - A DETAIL " A ' <= C. ❑ ❑ ❑ ❑ Q ❑ ❑ GENERAL NOTES' Is. ALL INDIVIDUAL UNIT MARKERS PLACED IN DASHED LINES SHALL BE PLACED IN LINE WITH AND MIDWAY BETWEEN o ❑ o ❑ . .o ❑ o o ❑ o THE STRIPES. ' 40 ' I 40 ' FIRST AND LAST INDIVIDUAL UNIT MARKERS IN A NO-PASSING ZONE BARRIER LINE ARE TO BE LOCATED ADJACENT TO EITHER THE MIDPOINT OF THE GAP OF THE CENTERLINE MARKING OR TO THE MIDPOINT OF THE STRIPE OF THE CENTERLINE MARKING. INDIVIDUAL UNIT MARKER TYPE I -C. CLEAR FACE TOWARD NORMAL TRAFFIC. SHALL BE LANE LINES & CENTER LINES PLACED ON 40-FOOT CENTERS. FOR. MULTI - LANE UNDIVIDED HIGHWAYS TYPE II - A - A DETAIL " B ' DETAIL " C ' / TYPE It - A - A ✓ ❑ ❑ ❑ a a O O O O O O O ❑ ' ❑ O ❑ ❑ � ❑ I� ❑ ❑• ° �I ❑ ❑ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a 40 ' 40 '40 '40 ' ❑ ❑ ° ° - 20 '-y'I 04 CENTER LINE & NO PASSING ZONE BARRIER LINES � ' STATE DEPARTMENT OF HIGHWAYS TYPE I - A - v � TYPE II - A - Ar ' FOR TWO - LANE TWO - WAY HIGHWAYS I _ 2 AND PUBLIC TRANSPORTATION TYPE II - A - A -Y- 1 „ _ 4 „ � � l ' - 2 " INDIVIDUAL UNIT PAVEMENT �- ' ' i " q ,. MARKINGS USED WITH 2 STANDARD PAVEMENT MARKINGS FOR - 2 " - H CENTER LINES AND LANE LINES - . TYPE I - A DISTRICT 12 PM ( 2 ) TYPE I - A 4 - TT DETAIL " B " DETAIL ` C ` �• 2ee2 10-86 3-91,CFH u •(6w fFRr91126) HX.'Efc wr'r� II -B6 6-89 T_B6 10-90, CFH N��Z 6e >a lc m IAr• •4J'8 .. ..fir �— flell.ctorized REFLECTORIZED _ _ t •v�,, V +1 Surface ® SURFACE « ,�y. 0. 52' 3 0 RC faw lactorized Sur / h�E5 a�'4" Surface t Front View .) _ ) I B� ! ,'✓ ' ye : el xr TOP VIEW A A A A Reffectorized4 -I- I 2. r' s•� B B . White Glazed Surface 3' Surface x. I L0• — Typo 1 II I"-1 TOP VIEW Top View Top View Concrete 7' — Pay. SurfaceREFLECTORIZED SURFACE sr • Top Vlew 4Oftv2° e a^ �e (a.a:e ° °a )r9 ,' si s• ar. ° Ida ¢ �ikli. i ,. 3o•mor25•m 3/4max a�atl�r;C�, aataa'aGal> S7 '� �i°;19AI. . i . .. ! H ... . a9r Pavement Surlaca ADHESIVE f pAVEMENT SURFACE So Clan A Adhoely Section B -- 2.3• —_�� Adhesive FRONT VIEW SIDE VIEW ADHESIVE SIDE VIEW Pavement NOTE : Minimum area of markers shall be not leas than 14.5 Surface section A Square Inches. Marker shown for Illustration only , It is not intended to specify any particular product. • PAVEMENT OVAL DOME . SHAPED MARKERS TRAFFIC BUTTON (REFLECTORIZED) ( WITH 1/8" DIA, STUDS ) �.R NOTE. .•R r±va.TI ALL DIMENSIONS ARE f I/a" UNLESS OTHERWISE SHOWN -�OADWAY. ADHESIVE L5' SURFACE _ C -- - '�• TYPE I GENERAL NOTES: IS' 10' 15 IS' IO' 15' 4T THE PAVEMENT UPON WHICH THE TRAFFIC BUTTONS, PAVEMENT Side View MARKERS, ANDJIGGLE BARTILEARETO BEPLACEDSHALLBE PREPARED SUBJECT TO THE APPROVAL OF THE ENGINEER TO INSURE PROPER I C CLEANING OF THE PAVEMENT SURFACE. RPM'S SHALL BE BONDED TO THE ROADWAY SURFACE WITH ADHESIVE CONFORMING- WITH 1\ Fyq• , ' e• SPECIFICATION REFLECTIVE PAVEMENT MAJ� `THERMOPLASTIC PAVEMENT MARKING OR UNLESS SPECIFIED ELSEWHERE IN THE PLANS, THE USUAL JIGGLE BAR TYPEJE- C- R ( TYP. ) ( SEE NOTE) OTHER SPECIFIED MATERIAL SPACING IS J. G E RS PAVED E ORIENTED PER. EN LPAYEE SHOULDERS. JIGGLE BARS SHALL BE ORIENTED PERPENDICULAR TO THE TYPE I _- 1111 Ve ROJIGGLEYBARS SHALL ALSO BE PLACED AT SUCH OTHER LOCATIONS AS View ADHESIVE ROADWAY SHOWN ON THE PLAN AND PROFILE SHEETS OR WHERE DIRECTED BY THE TopSURFACE ENGINEER, 0, NOTES PAVEMENT MARKERS ( REFLECTORIZED) TYPE II- C-R SHALL BE MARKERS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED TO SPECIFY ANY PARTICULAR PRODUCT. SPACED ON 40 CENTERS WITH THE CLEAR FACE TOWARD NORMAL TRAFFIC AND THE RED FACE TOWARD WRONG WAY - 6' TYPES 1 & II TRAFFIC, Front ViTHIS ew 1 . TYPE OF PAVEMENT PROJECT WILL BE AT THEK CONERS TRACTORS OOPTION.PROVIDED FTHE N SAME 2. ALL PAVEMENT MARKERS PROVIDED SHALL BE OF SAME •B MANUFACTURER. 40' 40' 15' lo' 15' i5' 15' ` --- --- Irz- 2• _ . S STATE DEPARTMENT OF HIGHWAYS 50 ' R AND PUBLIC TRANSPORTATION turn ROADWAY ADHESIVE va' SURFACE INDIVIDUAL UNIT PAVEMENT MARKINGS -�- REFLECTIVE PAVEMENT MARKER NON-REFLECTIVE - TYPE II ( REFLECTIVE PAVEMENT MARKERS , TYPE E- C- ft ( TYP.) ( SEE NOTE) TRAFFIC BUTTON Side View TRAFFIC BUTTONS AND TYPE it REFLECTIVE JIGGLE BARS ) TRAFFIC LANE LINES Top View DISTRICT 12 LCT m,,, ' n 4 ,Io IPM (X11 JIGGLE BAR TILES C 81 • (REFLECTORIZED) 2 - e2 7 - e6w T-90 , CFR fiu tv�'r !z ) A:K 'rc 4f'9'/ 7 - 85 lo - e6 l0-9o, CFH cnann II°°e 'a is-o5 3- 90 /IARQIj Yoy /Zm, " (AH flea, ' , : , C 34 ' Pavement Edge 6' mim 6' min. TWO LANE TWO - WAY ROADWAY 50' max. 50' max. 4 • White Lane Line � 4 ' White Edge Line �� . 4 ' Yellow Edge Line \ �• 4 ' Solid Yellow Line a ty 2' min. -4' max, STOP LINES st 1�•4 Fovelmewn Solid White 10' min. - Width' 12 ' min. 11 p • ppx, 3535 24 * max, e — e� ® 4 ' white Edge Line EDGE LINE 30' 10 4 ' Solid White —f CENTERLINE 124 ' min. 4 ' Yellow• 4 ' Yellow Edge Line / Length, 10' 12 -24 ' White Stop Line • Gap' 30' 8' Solid White Channel ) zing line 2' min. •4 ' ma%. ° OPTIONAL Povement Edge 2' mint 4 ' Solid Yellow line 4 ' White Edge Line C� q • White Lane Line q . pq% on approaches to /1. Intersections 4 • Yellow Centerline --� 3�"a to � ®. _— 1500' min. ) 4 ' Solid Yellow Line —� 3' min. -4 ' max. / 4 ' White Edge Line wIO 22 WIDTH I6' S W < 22' FOUR LANE DIVIDED ROADWAY INTERSECTIONS 'I MEDIAN WIDTH GREATER THAN 30 FEET GUIDE FOR PLACEMENT OF STOP LINES , (median width measured between crossover stop lines) EDGE LINE & CENTERLINE 2' min, -4 ' max, Povement Edge I White Jiggle TABLE 1 4 ' Yellow Centerline Bar Tile opticnm ) TYPICAL TAPER LENGTH ( L ) �® 4 ' White Etlge Llne .:EEiiiL :"'—'^ ""- 12' min. • 4 ' Soild Yellow Line 3 ' min. -4 ' max. 4 ' 6/lnimm :• 2 ':::::::i: ' 12• Desirable Minimum Desirable .... 4 ' or 8 2 :'::::i::i:i:�' Taper LeI it o _ White ,,...: 45° Pasted Formuio y® � . . ... . .... Speed iE Offset Offset Offset 1111+: ... Raised Pavement BrldOe Rol l21 :.. .1ç.-::::::::: Marker or ....:r.. 30 2 150 ' 165 ' 18O' or Face . .... . Traffic Button ::::::111 "' W$ of Curb Type I -C 4 ' or 8' 35 L = 60 205 ' 225 ' 245 ' White 2• min. -4 • max. zo' -zs' 40 265 ' 295 ' 320 ' Pavement Edge -- White edgellne 45 450 ' 495 ' 540 ' 4 ' White Lane Line � 50 500 ' 550 ' 600 ' 50• min. (L) _ 55 L = WS 550 ' 605 ' 660 ' Lane width greater than or equal to 11 ' 60 600 ' 660 ' 720 ' Less than 26' 4 ' White Edge Line '�__ 65 650 ' 7I5 ' 780 4 • Solid Yellow Line L' ® K White edge ) ine ® ® ® aE trafficSpeedbethe podred eased limit. $ 5 Taper th o l here FT. I rained art. NOTESi ttlenaen of raper ibeen idea of of Offset mr. i s•Pa.rpd Sod ,Mrxi 3• min. -4' usual to No-passing zone on bridge approach Is optional but if used, NARROW BRIDGES ( less than 26 ' ) 12 ' max. (for pavement it shall be o minimum 500 feet long. TWO LANE TWO — WAY ROADWAY CENTERLINE AND LANE LINES widths greater than 2. 12 Inch crosshatching Is optional . See plan quantities. FOUR LANE TWO - WAY ROADWAY 48 only) 3. For taper length (u see Table 1 . z min 4 max. STANDARD PLANS Pavement Edge 4 ' Yellow Centerline 24 * Mn. S TEXAS DEPARTMENT OF TRANSPORTATION 4 • White Lane Line —� ( 4 ' Yellow Edge Line ® TYPICAL STANDARD 30' I® ® c� 26' or more wide 4• White Edge Line e>., � ,.ice 4 ' Vtnite Edge Line PAVEMENT MARKINGS 100, 1 TAPER PM ( t ) - 92 I ) - 92 EDGE LINE AND LANE LINES n - a "'` "^^' ' S ( 26 ' or greater in width) _ 2 92 479Z" 2 = a GRP9 �2b)H E L 9 TWO LANE TWO - WAY ROADWAY o.:. DN i1 -85 = ONE - WAY ROADWAY BRIDGE 7-86 2 He ,• �,a , ow M 22A Division of Maintenance and Operations _4 " STOP PINE 8" WHITE SOLID LANE LINE 4" WHITE EDGE LINE 24 (2 140LF ) z 4" YELLOW BARRIER LINE CENTER LINE MARKINGS 2 20 8 I 20 8 II 8 20' � 4" WHITE LANE LINE 4" WHITE EDGE LINE TYPICAL ARROW PLACEMENT FOR TURN LANES 1ZOt AND LONGER FOR TURN LANES LESS THAN 120' , USE ONE SET OF ARROW AND ONLY 4" WHITE EDGE LINE // THERMO PAV MARK 4" YELLOW BROKEN TYPE It A A REFLECTORIZED 40' 40' '1 � ° YELLOW JIGGLE BARS TYPE CIA- A REFLECTIVE PAVEMENT MARKER 20' 20' 6,, --.° 0 0 0 24" STOP LINE• 3. Y", 3 T8. .. 30 ° 20 8" WHITE SOLID 1 .) THIS TYPICAL DETAIL IS FOR THE TERMINATION �, STATE � DEPLIC TRANSPORTATION T OF HIGHWAYS ❑ -- ° ° ° THERMO PAV MARK OF (CONTINUOUS LEFT TURN LANE) AT MAJORAND PUBLIC TRANSPORTATION ' 4' YELLOW SOLID INTERSECTIONS W/ DESIGNATED LEFT TURN THERMO PAV MARK - ONLY. TYPE I-C REFLECTIVE _ 4 " WHITE BRCKEN 2.) SEE STANDARD SHEET, PAYMENT MARKINGS PAVEMENT MARKINGS ___ PA`/EMEtIT MARKER WORD B SYMBOL DETAILS FOR THE WORD TYPICAL ARROW PLACEMENT DETAILS END' . s _ 4" WHITE EDGE LINE '. • ( SEE NOTE I ) fr'•••'G(', '' � I"(� ( Moo) ( NOT TO SCALE ) 6L DISTRICT 12 PM ( APD ) 6 �c9F ]e�f3 01. to e. .... cstgP:�••` .,CRP 91CZ6 MX 4 .� Aq! !o, /f" REV : II - 19 -87 u' 00L1 °",,. 11 ' DATE : 10- 26 -87 X12 d-IAQl? 5 roZo IZ C!I F ■tr/■■■■■■■■■■ ■■�/■/■ ■■■■■■■■■■MORE w■■ ■■anuO■aa■■■■■■■■■■■ n::� aEE■ E ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■ssa■■REi ■■■■■■■ -■ Noo14wFRE5,■ MO REs�so + ■�=uo• a_m ,oREREREE naana■ REO MORE■■ �nnn■ ■ ■ oa ' a/ ■NISI/ t ■■ ur ■., n ■ ■/a ■rfi a :::::■ i::::::aN i::�i::::::: :::_.._nun.. :ii■�:::i:::::r ::::i■ N ■No ■ ■ ■ sMOREirMOaa ■. ■■ ■■� ■ a■ .E an SNir ■u■s ■■nnn" /■■■■u■_ uun■/:u■u■■■ ■n■ ■Mum /■ w■ n ■■� ■ �■ ■ ■u ■ ■ ■■■■■� ■unn'� . i■■un■■u■ n■■uu■u■uuv r/■n■ : :::■ ui■ iu/n ii■ ■ aou o 111 E ::::: :ai i :5 i : ::: as: uE� . �uRE► auuuna■ au■uEMOMONME r nun au /u■ SKEEN ■fiREMON .■ aO �..... .. ■��_ _ _ . •. . ■ RESET t.D OMOMOa .■■...n N■ _ .was REMO Elton uO ■tuI_ tI.. 1 . s ■nn • ■ ;■ �■ ■ . REE NEOREEn:aMOEu■ MORE REuY,aNRE.. MOMOn ?l a/Oo os _ oENa asmIiN :::Va • 'a EE nuuuuuu■ r : -■MO■ :n■■ ./■■/ /■ : ■■/■ n■■ t ■-■aut /■ ■■ ■ ■mar■■■1' - . 1■ ■■ NRE■■■■■■ ■■/■■ r . ii . ■■■ • ■ /■■ ■■' n■1°�aRE ■ -■■■■: : as -. ■ ■ ■Nt ■■ ■■ ■ ■ ■'#',■■■., II ::r \ �\., �■ ERE■/RENN■■■■■■ �■■ ■ o o Eanus a a/■EE °.nlli ' : i:: :: :: :J� i : :::ii: ■� : ► .u/. ' t t■ NnauMOEMOMOur . 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Ma ■ ■■/ml■■ � ■■ ■ u ,■. ■■ ■■�, "�■ n ■ _ ■■ ■■a. ■aE ■■■■:/■EIS■■�■■■■�■■/■ ■/;� • . •.t . . _ . ■■■■ / ■ ■ ■■■/n ,uN ■ OaT�a2■■ ■U- ■ ■■s W■■ ■■.�■; ENE ■■■■■' /■/NI�■■■ ■ ■©© Ea■■■■■ ■■■ ■■■■■■ n■■■/■■■■■■■/■/■//■/ aisi■■sou■■w■.MOs■aa ■■■:• :■■■Eual.■a■■■■o0u ■■■■■ ■■■ ■■■■/■NONE■■■ERE■ ■■ N�. Ea n ■■■■■■ u■a■n■REunMOMOn ■■■■�. ■sNnu ■nunnon■ ■.■■■■.. tia ■■■■■N NEON MOn■ ■■■N■ENnnRE■■E ■ __ U i_U .s. _an_ ENE■ ■■■■■_ ■:/ nN■NNnE■ ■■ ■■■■■/■� ■■■E■. •sau■■ NE■ENs/7©f EE■N■NE.N■NNNE■/ENE ■■■■ Ea + ■■a ■►_ ■■/■■N sauNuu =■saE/UUUIukPSUOa ENNEO_ NI�■ NN■OEaa s■OEE_ EEasa ■om■aO■E■OaOO■aaaaEOs■■ MESON•nu ■a■asN■■■N •E■■ ■aEEOa UV •n �E u _ • __an_.■ ■ ar us MY■■■■ ■G ■ ■ :■ : ■ a�: : ■■■REN■MO■■MO■RE■■■RE/a■■MO ■ ■a sa , r■: N n ■ ■ OnE a ■ sr m n ■ ■a a u ■ ■ i. N��r■sN MOE ■ j■ a ■ ■ ■...ni ■ ■ IRE MO ■ RE .. :_ : . : /ilk, Uuss ■ �s/ a a EI OREO ■ vur IEN ■s ■ O i■n .. .. ....: . EN . . _urn . gym, IE .. ,■■ ■ ■ ■: _uh.tt►RE_■� MOAN, MO RE ■ o ■ Un MORE MO __ N° ■• ;MOERE : • air ■ ■■ ■ tr ■ a ■ �N ■ u I. �r ■ /MORE n■ ■i ■ ■ __ ■ Y - m ■ RE ■I s� ■ ■ No . __I - TI Ja- was ■■ ■a. ■ _■ . : ■a ► is ■ENNE : :- : ■ AM aE/asNEi■E/■N■aa■iMENU_E■■aaaia atu■■ ■a■sNE■ sssENE ■ aka■� ia■ rn■■EE■■■■aaaO■■■■aaNE/OEOENs■■ s■sEEEONEssE■aaE■■aua onEEEEENEEaiis■■ • ■ ■ _ '■ ■ u ■- ■ ■ aE o�a■ aoniNaN u anioN■ ■ ■ • aaO ■ '` n a +E ■ • Ii9su .m IEs ma n a I ■ u ■ ■ ■ t■E n' n■ nI ■ ■a ■ ■ a :- is r /■ o ; Es S.. ,!._RE ■ t■ i ■E . - • ■ WERE o 's a■ a MO anIEa ■ .0 ■ n ■ RE ■ '■O�■n w ol. I■■ _ ■tas n�O� u ■g a / a _ ■ ass n/ ■n IRE ■ I■ ■ O. ■a I■ a ■ ■ Sul Nn SLIM it i■ •a at fin ■ ■1 Is ,a of m O i t. n� ■ ■• alb° ■. ■' ar� aNr_ Oe _•1 . 5R1 inn 1■ ■ a �■■ ■EEa ENE/NaRaa■■■■/■■EN/■/N/ NNN■//■EN■N■NE■■NENEEElr 34 cwl a GENERAL NOTES : TYPICAL SO I L MOUNTING 42n 1B '—+ I. DELINEATORS SHALL DE UNIFORMLY PLACED NOT LESS THAN 2 FEET NOR MORE THAN B FEET FROM THE EDGE OF THE SHOULDER. FLEXIBLE POSTS SURFACE MOUNTED DELINEATOR POSTS DeI ineator 3+si' pR THE FACE OF UN-MOUNTABLE CURBS. OR THEY MAY BE PLACED DRIVEABLE OR pOSt J ' � IN LINE WITH THE GUARDRAIL. WHERE GUARDRAIL IS USED. 244 THE MOUNTING HEIGHT OF THE DELINEATORS SHALL BE UNIFORUSEMI DRIVEABLE• � � IN ANY SEQUENCE. DELINEATOR POSTS3 to 4 ' 2. FLE%1BLE POST DELINEATORS AND/Cfl OBJECTMARXERS WILL BE Q /3 , REQUIRED. AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH min iHI5 STANDARD. THE CONTRACTOR SHALL tU1NTAIN THESEfj42 t0 B ' TEMS IN A CLEAN CONOITION AND REPLACE AS NECESSARY / trench THROUGHOUT THE DURATION OF THE PROJECT. THESE ITEUSWILL NOT BE PAID FOR DIRECTLY. BUT SHALL BE SUBSIDIARY /TO ITEM 502. fle�lective Post 3. THE PAYEMEHT UPON WHICH TIME SURFACE MOUNTED DELINEATORSterialEdge of paved } ( ) ' - O ' ARE TO BE PLACED. SHALL BE PREPARED IN A MANNER THAT surface see I - Dmin WILL INSURE PROPER BONDING TO THE PAVEMENT SURFACE WITH Reflective Top ring PostNote 1 Ground min ADHESIVE CONFORMING TO THE RECdAAENDATIONS OF THE wierlal MANUFACTURER. AND SUBJECT TO THE APPROVAL OF THE Body ENGINEER. • Ir — 1 8 '— 4. THE MATERIALS AND PROCEDURES USED IN APPLICATION AHO TYP I CAL SURFACE MOUNTING fT REMOVAL OF SURFACE MOUNTED DELINEATORS SHALL BE SUCH Post Post•THAT THERE IS NO DETRIMENTAL EFFECT ON THE FINAL • DeI 1 neotor �gx SURFACE, SUCH AS DISCOLORATION OR DESTRUCTION OF SURFACE Del ineator post • 24 INTEGRITY. THE SYSTEM SHALL BE SUBJECT TO PRIOR ` . - post a • Gwi _ g APPROVAL OF THE ENGINEER. Split ring Vertical post ^ 5. FLEXIBLE POST DELINEATION SHALL BE TYPE A SHEETING, I retainer projection 6, THE LENGTH OF POST WILL VARY TO MEET FIELD CONDITIONS. O / 7. THE FLEkiBLE DELINEATORS POST SHALL NAPE ENOUGH RIGIDITY O 1, 1 24 ' TO RETURN TO THE NORMAL POSITION 'AFTER IWACT. 3 ' t0 4 ' 3 ' 8. TYPICAL MOUFIT ING DETAILS SHORN ARE FOR DIMENSIONAL Drive Dotiom plate VP IR min PURPOSES ONLY AND NOT INTENDED TO REPRESENT A Anchor SPECIFIC MANUFACTURERS PRODUCT. Base Bose Guardrail Post Edge of paved 9. VP' s AHD CHEVRONS SHALL BE MADE OF WHITE T THE RIGHT OF THE TRA LAN . Pavement Surface Mount ' Surface Mount I. HIGH IMPACT PLASTIC OR FIBERGLASS. • FLEX POST D&OIA(P SW TYA) .' FLEX POST 06tH surface see min E OR Surface mantetl delineot or posts may use e0oxy, hot bit sous or butyl rubber ID-SW TYA) (2T IMPOST Note 1 I0. DELINEATOR POSTS SHALL BE YELLOW TO TH LEFT WHITE TO THE RIGHT or TIME TRAVEL LANE. Instal I to adhesive to mwnt post to flat Burro Butyl rubber adhesive shall be the song color as the existing povenant. Wxxxlfaeturer' s recommendations DRIVEABLE OR . SEMI - DRIVABLE DELINEATORS TOP - MOUNTED C , T , B , DELINEATORS • FLEX POST D&OAIID-SW TYA) (6. 0 FT) FLEX WHITE TO THE RIGHT OF THE TRAVEL LANE. Push lock fastener I . T KKINTED DELINEATORS WILL BE REQUIRED ON CONCRETE SAN-IPA TRAFFIC BARRIERS (CTB) Al 30 FEET CENTERS. WHEN USED TO invertee'T' brahet TRANSITION OR DETOUR TRAFFIC OR WHEN A TRAFFIC LANE IS 4 • E %W ' , 2( ' = T q/2 • _ Y' ' 1 / Vertical axis of C. T. D ADJACENT OR LESS THAN 3' TO THE BARRIER ON THE RIGHT IXt LEFT SIDE OF THE TRAVEL LANE. THE DELINEATORS SHALL HAVE AN 'ACRYLIC, : ' ( tt 4 " — _ — _ — PLASTIC. PRISMATIC AMBER LENS TO THE LEFT OF THE TRAVEL LANE OR A CLEAR LENS TO THE RIGHT. THE CONTRACTOR SHALL S I DE V I EW MAINTAIN THESE DELINEATORS IN A CLEAN CONDITION AND e 1/4 ° — REPLACE, AS NECESSARY THROUGHOUT THE DURATION OF THE i/4. j PROJECT. THESE ITEMS WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY TO ITEM 502. — 2. DELINEATORS SHALL BE MOUNTED ON THE CTB IN ACCORDANCE M WITH THE MANUFACTURERS RECOMMENDATIONS AND AS DIRECTED BY gap between reflective THE ENGINEER. surfaces should be TEXAS DEPARTMENT OF TRANSPORTATION 1 / 16 • or less '*' 3. DELINEATORS OF DESIGN OTHER THAN THE ONE SHOWN MAY BE DISTRICT 12 FURNISHED WITH APPROVAL OF THE ENGINEER. CLASS ( I )) CLASS ( 2 ) CLASS ( I )) CLASS ( 2 ) C. T. B: TOP VIEW N D- SY D - SY D - DY D - DY poyiurethane • D- SW D- SW D - DW D -DW odheslve WORK ZONE DELINEATORS Single Reflectors Double Reflectors Acrylic or C ear l a isgctlref Le ( Y - yellow, W-white ) FRONT VIEW 35/e " � IARber or rs as required ematic Lens) as • DESCRIPTIVE CODES FOR DELINEATORS AND OBJECT MARKERS - 01ST 12 TC5020 90 Longitudir al axis of C. T. B. • OR IC. DWG, ry " T eTATE r c[ 'L A I (" ,n r REVISIONS, e TEXAS CH9x ( 4 l:T.y Nh �)f.Z b. R_COUNTY SOia °ii 0 - .. OSA3, (260, 250)TCPS020 EFLN 4/90 FOR INDEPENDENT MOUNTING FOR INDEPENDENT MOUNTING -1w n 21fl � 2fl � 1 3 I �LµpggpQFR�F �J [� //�� I 1 3 M yWA 11 n YtlO II $� • Nn D Y A #z ToO ROA ROAD 54vEA ' 2' # 0 0 BLUE M f 1 O [s b h ...... ... D� 24" 3G � R3 kPN15 • R3 0.000" SLVERi \� w Ml - 6N Ml - 6NX 6161 - T6 Awmm"m or ? xFl 0 1 3611 x36 ' 5052 - B3B t ,v. ... " ,. - 241 x 241 ;a Aerar DHc LETTERS - LACK detcH LETTERS - B1XDL HfERAL5 - BIACK IUERALS - PLACI( HX6ER BLA K SORCER - BLACK I'ALKf.'LEUIID - MUTE REFLECTIVE BACNiRWi9 - HATE REFLECTIVE NOTE5t 1, " BELTWAY e" LETTER STROKE TO BE 9/16"" LETTER HEIGHT SHALL BE VARIABLE - AS SHOWN. LETTERS TO BE EQUALLY SPACED AS SHOWN. NOTES ' 2. TRAIL BLAZER SHALL BE FULLY RAROUNDORIZED, ALL BOLTS, RIVETS, SCREWHEADS SIGN BACKGROUNDS SHALL BE WHITE REFLECTIVE SHEETING CONFORMING WITH THE ANO WASHERS THAT ARE EXPOSED ON SIGN TEXT 510E OF SIGN SHALL BE PAINTED TO MATCH THE COLOR AROUND THE HEAD, DEPARTMENT SPECIF A ' FLAT SURFACE REFLECTIVE SHEETING, TYPE G . THE LETTERS , NUMERALS ,% ANAPPLIED O OORDEFS SHALL eE TO THE REFLECTIVE 3. 3A29T0 SILVER SHALL BE HL SHEETING. # 810 BLUE AND # 812 TRAFFIC SIGN METERIAL BY SCREENING, RED SHALL BE TRANSPARENT fALOfl . ROUTE MARKERS ARE TO BE USED AS CONFIRMING AND REASSURANCE ROUTE MAR KERS AND AS COMPONENT PARTS OF A JUNCTION , ROUTE TURN, DIRECTIONAL , OR TRAILBLAZER ASSEMBLY . . . . TRAIL BLAZER THE SIGN BLANKS SHALL OE ONE PIECE SHEET ALUMINUM ALLOY 0.080 INCH THICK CONFORMING WITH THE SPECIFICATION ITEM " ALUMINUM SIGNS (TYPE Al. " FOR HOUSTON SHIP CHANNEL TOLL BRIDGE Mi - 6BTB FOR ATTACHMENT TO GUIDE SIGNS GENERAL NOTES TIE ALPHABETS AND LATERAL SPACING BETWEEN S MANUAL ETTERS AND O NUMERALS LL coufapM WI THE FEDERAL HI GHWAY LT �( CONTROL DEVICES FOR TREET$ AND IHGHWAYS,," LATEST EDITION, AND ANY APPROVED 3" R 4" CHANGES TE PETO, LATERAL 5PACINO OF TEXT SHALL BE SUCH AS TO PROVIDE A BALANCED 3„ 3" � � APPEARANCE. MD " a Hole 4" 36" iSILVER 16" D 4RITYD.) w� 0N1 4" STATE DEPARTMENT OF HIGHWAYS #e12 TaIT1c (_--36.--( AND PUBLIC TRANSPORTATION Sign Red 4" R ( TYD•1 O.0G4 6061 - T6 aluminum M1 - 6N1B a. 5052 - H58 MISCELLANEOUS ROUTE MARKERS NOTES ' ARROW DISC DETAIL THE FACE OF THE ROUTE MARKER SHALL BE WHITE REFLECTIVE SHEETING • CON FORMING WITH THE DEPARTMENTAL SPECIFICATION *FLAT SURFACE REFLECTIVE SHEETING,- TYPE G. THE LETTERS AND NUMERALS FOR THE ROUTE MAKER SHALL BE BLACK AND APPLIED TO TIIE REFLECTIVE METERIAL BY SCREENING , THE SIGN NOTE ' BLANKS SHALL BE ONE PIECE SHEET ALUMINUM ALLOY 0 .063 INCA THICK M ( MISC ) ARROW DISC IiiTH DIRECTION SHALL BE DIRECTED COIIFORMIHG WITH THE ITEM ALUMINUM SIGNS ( TYPE A ) , - DISTRICT 12 AS REQUIRED IN THE FIELD, THE SIGN BLANK SHALL BE ATTACHED TO THE GUIDE SIGN AS DETAILED w >. sot. B 90 Rrloa 1�(I xo- FEW" Vitt ON STANDARD SHEET IM (2) . al„ CFN • r 49Hn 0112n n6 AP 91RIB6 o +R iy- R• i/2 ' % ' Holes -V4 . % ' )/ • Holes C C % ' Holes ft-7/+ ` 36 . 3/e ' 36 • 24 ' _ 6 , A D R R T— --r-.• 4 • _ _ _ _ _ _ __ _ i _ -p T • r�rc 3 • _ ---h + L'rc 4 IlU U 4 •D• 11U LI E s P - A N 6 • D' 14 ' D r-'• 910 I/24 ' VU ' I It 36 -_ I IL__' 24 ' ASO B ' D 36 ' Qum O 14 ' D E E E G 1 - ` M" 4 6• ID�\\/J�h E 3AS_ • 1 _ _ _ _ _ _ _ _ /z ' D t 11/2 " 4 ' I'/x ' 6' 3 •I . A A MI - 6T MI 6TX MI - 6B MI - 6BX Nunerals - Block Border - k 24 " X 24 " 36 " X 36 " 24 X 24 " 36 " X 36 Background - White Reflective SIZE A B CUE MI-4A2 N• 2 DIGGIIT'u 24x24 5 7 5 2 7 R' i�/z • % Holes R-2 + • 36' R• I%x • s/c Holes R-2 + ' 36• s/_Holes n• 3 CIT s/s ' Hole " 24 • ---� MI 4A3 s omrt .0x24 5 I0 9 24 • I lb 1- 2 /� M y'+ • 3 • _ � nnn /e ' MI-482 'B• 2DIGIT 3C 36. 7 /2 101/2 71/z 3 101/z 4 • 3 : - - - - - - - - - -4 5 . 3 - ' - - 1 IfWQIMI 2 • D j /n1WiM1 3 � 0 MI-4B3 18• 3ThC1T �s 45x36712 15 131/23 101/2 3 s � 01� 4 D � 01;`l 6 . 0 ^ ,,�hh r�� + 7 • i DIGIT-6 • D ! 19/ , Itl/I DIGIT-9 ' D F GHM• NP R S T AREA 1 2 DIGIT-6'D / �f 2 DIGIT-9 'D 1 5 %z 12D 51/z 61/z I%z 3 3/e 3.18 4 ' I _ 6 ' (/�/ `��/1 3 OICI7-5 ' D 1�h/l LII! 3 DIGIT-7 . 0 24 ' 36 • 24 ' 4 DIGIT-4 ' D 36 • 4 DIGIT-6 • D 4 8 V2 120 51/2 61/2 11/2 3 3/8 4.05 14 • D I 8/2 ' ;• 123'+ • li/2 71/2 3/�4 ISO 81/4 93/4 2 /4 3 3/R 7.15 7 • D JP7 I6 12 74 18D 81/4 9Y4 21/4 3 3/e 9 . I I9X+ ' —h 145 —'10 o A IG30aD o ° D 2D G30aD3D - - -- - - - 3 , - i 11/z ' 5 ' 3• I'/x ' - _ p 4/ ' I 3• 2Y+ 3 ' N CATION REFERENCE TABLE IALS AND TEXT SPECIFICATIONS (D-9) MINUM SIGN BLANKS 0-9-7110 M I — 6LX Letters - White Reflective Letters - White Reflective LECTIVE SHEETING, TYPE A G-9-8300 (ENGINEER GRADE)- MI - 6L MI 6F Nunerals - Black MI 6FX Minerals - Block 24 " X 24 ` 36 X 36 24 X 24 Syneal - White Reflective 36 X 36 " syebol - Whits Reflective GENERAL NOTES. Background - Block Background - Block ROUTE MARKERS ARE TO BE USED AS CONFIRMING AND REASSURANCE ROUTE MARKERS AND AS COMPONENT PARTS OF A JUNCTION, ROUTE TURN, DIRECTIONAL, OR TRAILBLAZER ASSEMBLY. THE ALPHABETS AND LATERAL SPACING BETWEEN LETTERS AND NUMERALS SHALL CONFORM WITH THE TEXAS 'MANUAL ON UNIFORM TRAFFIC CONTROL —I 3/e ' Holes R-2'/+ ' s . R• I/2 ' % A Holes R•7/+ ' 36 5/e ' Hales DEVICES FOR STREETS AND HIGHWAYS , LATEST EDITION, AND ANY AP- R=1/x ' 24 , Holes 24 • _ TO OYED CHANGES THERETO. LATERAL SPACING OF TEXT SHALL BE SUCH AS 2s/e ' PROVIDE A BALANCED APPEARANCE. 3 ' � 1� p 1�+ • 4 (nO� ° �Np C/r� II1LR LETTERS, SYMBOLS AND BORDERS (EXCEPT WHERE NOTED) , SHALL BE 4 ' 3 '- - - - - - - - - - -4 fi 6 ' _ _ _ _ _ _ _ _ _ _ _ _ ' �A G,' � 2 ' D 3 ' i WQIIV I`mW 3 ' D BLACK AND APPLIED TO REFLECTIVE SHEETING BY SCREENING. MI -6F, 3 • IS [P1� R 4 • D � f 6 ' D I' 153'+ • MI -6FX, MI -6R AND MI -6RX SHALL BE APPLIED BY THE REVERSE SCREEN 7 Itl/2 • PROCESS. THE BACKGROUND SHALL BE WHITE REFLECTIVE SHEETING CON- j 1 FORMING WITH DEPARTMENT SPECIFICATION, I DIGIT-6 •D • ^ I DIGIT-9 .O A PRINT OF BEE TEXAS STATE OUTLINE MAY BE OBTAINED I I-SE THE I 7� O 2 DIGIT-6 • D (/��/) 2 DIGIT-9 •D DEPARTMENT TO BE USED IN MAKING A STENCIL FOR MI -6F, MI -SEX, .1• e• '�J 1 JJ 3 DIGIT-7 • D _ - 0 0 3 DIGIT-5 • D 36• MI -6R AND MI -6RX ROUTE MARKERS. 24 • 36 ' 24 ' 4 DIGIT-4 •D 4 DIGIT-6•D SIGN BLANKS SHALL BE ONE PIECE 0. 080 INCH THICK SHEET ALUMI - - / 1 9 .0 J 1 14 . 0 1 g/z '• 1 SIGNAL (OYPCONNFORMING WITH DEPARTMENT SPECIFICATION 'ALUMINUM 23-+ ' - ( 7 'D 11 , 0 I '' p ° I 2 , 0 O ° 3 . 0 , �,. STATE DEPARTMENT OF HIGHWAYS = ILJ ROAD p - - - - - G30aD 1 3 a o/x 5' 3 - - - - - -- - - - 1 /2 7 ' ¢ 3 z3+ 3: 4 4/, • S AND PUBLIC TRANSPORTATION U . S . & STATE Letters - White Reflective Letters - White Reflective ROUTE MARKER S MI - 65 MI - 6SX MI - 6R _ MI 6RX FOR INDEPENDENT MOUNTING 17urzrals Block Nurerals Black 24 " X 24 36 " X 36 " 24 X 24 " Symbol - White Reflective 36 " X 36 " Symbol - White Reflective M ( (d5AY Background - Block Background - Block _ nicipoL rc 7-72 . ON I 'Ip R1O-73 X7-90 >12rc -'R6 C2? ` .2h N Sic ID ? Jtfl u. 1 - 82 3q _ R, 1�/z • /e Holes Ii R- I)/z ' 24 • ---h R•7I�' ._36 '— —'i ' 24 • —'1 P + ' 36 • --h 24 • .._ _ I 3 • _ _ _ _ _ _ _ q � 5 I-- - - -- -- -I - _ _ _ _ _ _ _ lp S 2 'C 3 • joll llSNESS 3�c 3 •_ _ _ _ _ � 3%z • 3 • IES � OUISIJI:J 3 .O 3 • 15 4 • D 3 • jl'�' l11/z • 1U1N1 11rN 3•D • 7 • I Id/+ ' 3 • i 4/x ' I 1 DIGIT-9 ' D 1 _ I DIGIT-6 • D //�� ,tom r_— fEEEEJ y ' D r— 14 •D 24 ' O O 2 DIGIT-6 ' D 36 , v „ ✓ ) ' 2 DIGIT-9 • D 0 3 • p tl z/�U—/ (/�� T ..__. 0 I 0 3 DIGIT-5 •D 3 DIGIT-7 ' D © !�" D 24 ' 36 . 4 DICiT-4 • D 4 DIGIT-6 ' D 24 • I 2 ' 7 • D •/ I 11 • D I 4+ ' 1 ! H 2 , 0 I J z•D 1 7 , E 1 7/z ' ,jLL 4'/x ' Ifll I 3. . 3' I/z ' 2 ' D ((: 2 • D 3 ' ! _ y YYYY I/z ' 3 • _ 31/x ' % * Holes % • Holes % w Holes % ' Holes MI - 6TB Letters - White Refleotive Letters - White Reflective . M I - 6P MI 6F8 MI 6FBX M ) - 6TBX Nurarais - Black Nueerols - Block 24 " X 24 ' 24 ' X 24 ' 36 ' X 36 ' 24 ' X 24 " S}nooi - White Refleotive 36 ' X 36 ' symboI - Mute Reflective Background - Black Background - Black ft. l�x ' r R•7/+ ' C C R•21/41 36 • _ 3/e ' Holes 24 • �N 36• C C A B R A B R 3 ' 2/z ' _ _ _ _ _ _ _ (\�� _ _�pb��v�� \f 5• � CIV � � V 3 •D 3 • Ous � Hr 4 ' G A Sp A 1 3 • 11U• 5 • D sP 3'+ ' I E I a I R I 1 I 1 tl U 0A D 5• D 24 . 1• 12 • D 36 ' I IB •D E E G I E E G I I .• j I E I E j i II • E 3'+ I 13'+ ' F Fs ITT 2DIA) F -x' S 1 fT (D IA) 2 ' D G I 2'D H t H p 3 *_ _ _ _ _ _ _ _ __ I%x ' 3 3 3 ' 3 • 3 _ 4/z • 5 '• A A A A 3/e ' Holes % ' Holes MI - 4A2B MI - 402B MI - 6PX 24 " X 24 36 ' X 36 ' SIZE A B C D E F G H R S T 36 ' X 36 ' MI-4A2 z o r' cRALa 24x24 5 7 5 2 7 I 5 1/2 11/2 3 3/B MI-4A3B aa na"r�s 30x24 5 10 9 2 7 4 8 1/z 11/2 3 3/B MI-4B28 o z IEB Ls 36x36 71/2 101/z 71/2 3 101/2 Iyz 71/2 3/4 21/4 3 3/B MI-4838 p• 30gRL6 45x36 71/z 15 131/2 3 1011/z 6 12 3/4 21/4 3 3/B R• I�/z 30' q5. {I I'- {I}' {ff} ��V(j� (�y.,7 M/z • 3 ' (`�� .bImI�`((,1� 4'/+ • 3• '' 'LJVsim• US 3 . 0 � G � 4v � � q� p (((--- �+ • i/z • ' SPECIFICATION REFERENCE TABLE MATERIALS AND TEXT SPECIFICATIONS (D-9) • ALUMINUM SIGN BLANKS D-9-7110 j 1 REFLECTIVE SHEETING, TYPE A D-9-8300 (ENGINEER GRADE) 24 • . I i2 ' D 36 • 19 ' D GENERAL NOTES' I I ROUTE MARKERS ARE TO BE USED AS CONFIRMING AND REASSURANCE ROUTE MARKERS AND AS STATE DEPARTMENT OF HIGHWAYS COMPONENT PARTS OF A JUNCTION, ROUTE TURN, DIRECTIONAL, OR TRAILBLAZER ASSEMBLY, AND PUBLIC TRANSPORTATION - 1�+ , THE ALPHABETS AND LATERAL SPACING BETWEEN LETTERS AND NUMERALS SHALL CONFORM WITH IF , THE TEXAS `MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS' , I 2 '0 I 2 • D LATEST EDITION, AND ANY APPROVED CHANGES THERETO. LATERAL SPACING OF TEXT SHALL BE C 3 • 3 • 3 • 3 , 4 - - - - - - - - - - - 3 ; q� S. SUCH AS TO PROVIDE A BALANCED APPEARANCE. U . S . & STATE LETTERS, SYMBOLS AND BORDERS (EXCEPT WHERE NOTED) , SHALL BE BLACK AND APPLIED TO 3/e • Holes % ' Holes REFLECTIVE SHEETING BY SCREENING. MI -6FB, AND MI -6FBX SHALL BE APPLIED BY THE RE- ROUTE MARKERS VERSE SCREEN PROCESS, THE BACKGROUND SHALL BE WHITE REFLECTIVE SHEETING CONFORMING • MI 4A36 MI 4838 WITH DEPARTMENT SPECIFICATION. , FOR INDEPENDENT MOUNTING A PRINT OF THE TEXAS STATE OUTLINE MAY BE OBTAINED FROM THE DEPARTMENT TO BE USED 30 " X 24 " 45 ' X 36 " IN MAKING A STENCIL FOR MI -6F8 AND MI -6FBX ROUTE MARKERS, M Z SIGN BLANKS SHALL BE ONE PIECE O. OBO INCH THICK SHEET ALUMINUM ALLOY CONFORMING WITH DEPARTMENT SPECIFICATION 'ALUAIN(M SIGNS (TYPE A) ' , EXCEPT MI -4838 SHALL BE ONE 7 _ 90 „,u ,m�.u .�e m„[[ NOTE' Ml - B3 SHALL BE ONE PIECE SHEET ALUMINUM ALLOY 0, 100 INCH PIECE 0, 100 INCH THICK CONFORMING WITH DEPARTMENT SPECIFICATION 'ALUMINUM SIGNS e.„0NL � w. ...,"a.NOTE' ` THICK CONFORMING WITH THE SPECIFICATION ITEM 'ALUMINUM SIGNS (TYPE A) . ' (.P III �'„ ';6w (TYPE A) , ' - G n2,> m9 SB R• I%z ' J/B ' Holes R• II/z • 21 • g ' Holes R' 1 21 • . J/e ' Nolos R• III2 ' 21 • J/e • Holes R• II/x ' 21 • J/e ' Ho es ry 21 • . _ _ _ I/a I ' 1 — Ir z3' • t% ' 1 p/, ' zy ' i 4''/e ' Si, 0/t •Ri sxt I 1 • % . 1 • S/9 • 1 ' SIB • M6 - I M6 - 2L M6 - 3 M5 - IL M5 - 2R 21 " X 15 ` M6 - 2R 21 " X IS " M5 - IR M5 - 2R 2P X I5 " 21 " X 15 " 21• ` X 15 " J 1 J/B6 • Holes R• I%z ' J/e ' Holes R• I%z ' J/e ' Holes R• 11/z ' 21 , , Ye ' Holes 1 R• IVz • /B ' Holes R+ 1/z .. . 24 P 24 • —"1 24 ' _—e� 24 • I� • _ 3 ' 0% • . _ _ _ _ i4 . 3 • Iv2 • . _� _ 3 • I� • _� _ _ _ 3 • . _ _ _ J [ 0 6•C 12 ' I 6 ' Ca I2 I I /8 ' Vt J/8 . X • J/0 ' �1 1 JIB ' �X • • Re"wt Spaoep 20% • Ped:oe BRaoIM XBX 1� , b M3 - 2 M3- 3 M3 - 1 M3 I 24 " X 12 " 24 ` X 12 " 24 " X 1211 1 • % • 24 " X 12 ` M6 - 4 21 " X 15 " s t J/s ' Holes R• 11/z ' J/e • Holes ml • J/e ' Holes R• II/z ' 24 ' /s ' Holes R• lIz ' — 24 • — 24 ' --'I iD � � (4 ' B 12' I� � I 6C « . 12' 5 • Bi2 ' " u ' 6 , C "4 • I I'/x •.i_ 3 • _` _ __ 3/z ' 1i4 3 3 • 3/B11 I - I SIB ' I 1 ' S� . I • R17 Bno58 20% 25/B " —•— . _. . __ _ _ ._ . _ . ___ _ _ . _ M4 - I M4 - lc M4 - 2 M4 - 4 24 ` X 12 " 24 " X 12 " 24 " X 12 " 24 " X 12 " R !/z ' -> R• IIz ' JIB ' Holes NR ' % ' Holes R• P/z ' J/e ' Holes 21 ' 24 ' — SPECIFICATION REFERENCE TABLE 3• MATERIALS AND TEXT SPECIFICATIONS (0-9) 3' 4r _ _q - �� ; �- - - - - - - - ' � ALDMINUM SIGN BLANKS 0-9-7110 4 ' BM' REFLECTIVE SHEETING, TYPE A (ENGINEER GRADE)B • E �IU��n��((JJ 'Dnu( \G( D-9-830n( 2 ' jSTATE DEPARTMENT Of HIGHWAYS 15 • 9 'C • GENERALNOTE50AND PUBLIC TRANSPORTATION ii 3 • I II 4 ' THE ALPHABETS AND LATERAL SPACING BETWEEN LETTERS AND NUMERALS SHALL CONFORM WITH THE TEXAS I . s I ' B/B • •MANUAL ON UNIFOPJA TRAFFIC CONTROL DEVICES FOR . • Petrse BRa"I,q zoX I%_yj 3 . STREETS AND HIGHWAYS ' , LATEST EDITION, AND ANY AP- ROUTE MARKER M4 - 7 PROVED CHANGES THERETO. LATERAL SPACING OF TEXT 24 " X 12 " n0r0a00 socoln0 zsX - SHALL BE SUCH AS TO. PROVIDE A BALANCED APPEARANCE. AUXILIARIES i • ss/B • • I LETTERS, SYMBOLS AND BORDERS (EXCEPT WHERE 2 4 " X 12 " NOTED) . SHALL BE BLACK AND APPLIED BY SCREENING TO M2 - I WHITE REFLECTIVE SHEETING CONFORMING WITH DEPART- M ( 3 ) 2 1 11 X IS " MENT SPECIFICATION. SIGN BLANKS SHALL BE ONE PIECE O. OBO INCH THICK .°. 7-90 ,,•" 'm"" ° .. •Iu , „ 'wR SHEET ALUMINUM ALLOY CONFORMING WITH DEPARTMENT °,pN"'"' wI;,� """' °1 SPECIFICATION •ALUMINUM SIGNS (TYPE A) ' . AR "I�Z �6p C12P 91(Z! 1 n 6K. 5Cll 2Y soa lzp =W HN ' Sc 48 ' 48 " Zia" /o a " // 7a " uie° o /a" 27 5' 7 • 3' 8' B B' 3' P • P — _� �t 2 R h '• Nm h \ d / is R �q, r. 3/{ 5% n �4 ^ /q p :n /O '/c• /O /4' V a 'lc' _ io §i F7 E83 hv� MM V R ON R3 - 8DT 106 4 4 R38 DL R3 - 8LR .. ,t /4 " 7" TYPICAL _ —_-- •• - • �» z,- - , - him LETTERS — BLACK �Br N SYMBOL — BLACK BORDER — BLACK 1 Vic^ BACKGROUND — WHITE REFLECTIVE 314. R rp i I . /3„ 14, 4" 4"0 LY . STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION 4" 14 '4 /4 i3 / 7" yv — o \ `tl ..- :... W ,.. -- " - " 4i2 /s d /s " REGULATORY SIGNS ( LANE USE CONTROL ) 30 " 36 R3 - 8LT R3 - 8SL _ _ now DISTRICT 12 R ( LUC - I ) mrim 6 o- LRV 9/ ,2G ) HY eT- (ypz NFLr5 v2+ 4Zo- J4 ' % ' Holes R' I�/z • 24 • % • Holes r R= II/z ' r f 9 x/e Holes 2 ' fl.--- 3 . I 1 1 6 ' J4 '� tJ U O � 4 • C j r . 24 ' -y . 333 I 8 • I I .C OPTIONAL PLAQUE I I 111 � � 24 I 20 • OP fix ' 24 I' 20' E mod I i I I I /e ' Holes 3 ' 4 OPTIONAL PLAGUE 0 t— R• I1/z ' 24 ' _ _ _ /z ' 2 ' 3 ' 1 2 • fT '3 • i • Snbo - IIIhIto Reflective O M q , C Border - 'Mite Reflective Ye 111 II II b D9 - 2 Background - Blue Reflective 1 - 5 1- - - - -❑- - � I ' 24 X 24 24 " X 24 ' fix ' ' " __ 1'✓ OPTIONAL AIRPORT NAME PLAGUE Symbol - White Reflective Symbol - White Reflective Border - white Reflective Border - White Reflective Syebol - White Reflective Background - Green Reflective Border - White Reflective Background - Blue Reflective Background - Green Reflective %s ' Holes 1 % ' Holes R• p/z • % • Hobo R• V/z ' R• II/z ' % ' Holes R• 1/z ' 21 • .--M1kE• TYPICAL ASSEMBLY z 1 • - xi _ � z4 j it I 1/z ' I d � 'R � R p/e • 8 ' � Iii ILI 40 ' a a 3'i 'ftl 5%; ' 1 1 LAIl! V 4 • D'/ • "/1 '1- -� i IV_ __ pA _- 4 /x ' � - - - - - - ' - - � -3; SPECIFICATION REFERENCE TABLE /z ' MATERIALS AND TEXT SPECIFICATIONS (0-9) ALUMINUM SIGN BLANKS D-9-7110 REFLECTIVE SHEETING, TYPE A (ENGINEER GRADE) M5 - I BL M5 - 1 GL M5 - 26L M5 - 2GL M6 - I B MG - IC (FOR GREEN AND Ge HOSPITAL SIGNS ON THIS SHEET) 0.9-8300 M5 26R M5 2GR M6 88L M6 8GL REFLECTIVE SHEETING, TYPE C (HIGH SPECIFIC INTENSITY) M5 - I BR M5 - I GR 21 ' X 15 ' 21 " X 15 ' 24 ' X 1 8 ' 24 ' X 1 8 ' (FOR BLUE MG SERIES SIGNS ON THIS SHEET) D-9-8300 21 " X 15 2 ! ' X 15 ' 21 ' X 15 ' 21 " X 15 ' GENERAL NOTES. Symbol - White Refi . Symbol - White Refl . Symbol - White Refi . Symbol - White Rofl . Symbol - Whita Refl. Synbol - White Refi . Letters - White Roll . Letters - White Refi . THE ALPHABETS AND LATERAL SPACING BETWEEN LETTERS AND NUMERALS Border - White Refl . Border - White Refi . Border - White Refi. Border - White Refi . Border - White Refi . Border - White Refi . Border - White Refl . Border - White Raft . SHALL CONFORM WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL Background - Blue Refi . Background - Green Refi . Background - Blue Refi . Background - Green Refi . Background - Blue Re? I . Background - Green Refit Background - Blue Refl . Background - Green Refi . DEVICES FOR STREETS & HIGHWAYS', LATEST EDITION, AND ANY AP- PROVED CHANGES THERETO. LATERAL SPACING OF TEXT SHALL BE SUCH AS R• I/z ' TO PROVIDE A BALANCED APPEARANCE. R• I%x ' 21 , /e ' Holes R• I�/z ' __ 21 % w Holes 1 — 24 %/ Holes SIGNS SHALL HAVE COLORED TRANSPARANT INK APPLIED BY THE REVERSE SCREEN PROCESS TO WHITE REFLECTIVE SHEETING CONFORMING WITH DEPARTMENT SPECIFICATION. b 5'b ' . _ b I SIGN BLANKS SHALL BE ONE PIECE 0. 080 INCH THICK SHEET ALUMINUM I'/: • nn ` - 'MM- -- - - - " ALLOY CONFORMING WITH DEPARTMENT SPECIFICATION 'ALUMINUM SIGNS I q� . 51/4 . 18 • q .0 (TYPE A) '. s/, " I $ . _ _ . ___ _ ; --- S - - •---•— — L — — — s " — _ 3 S STATE DEPARTMENT OF HIGHWAYS ,N i i 4i ' 3/B " i� 4 D AND PUBLIC TRANSPORTATION jI _ 1 _ _ _ . 1 • /,.- I '�' �=� AIRPORT , HOSPITAL AND DIRECTIONAL MARKERS M6 - 2BR M6- 2GR M6 - 3B M6 - 3G R `I/2 M6 - 86R M6 - 8GR FOR INDEPENDENT MOUNTING M6 - 2BL M6 - 20L 21 ' X 15 " 21 " X 15 " 24 " X 18 " 24 " X I8 " IM ( 5 ) 21 ' X 15 ' 21 " X 15 ' Symbol - White Refi . Symbol - White Roll . Symbol - White Refi . Symbol - White Refi . Letters - White Refi . Lett�,,e99rs - White Rafl . . �. a rt• 7 - "90 oe r , a' e'a` •m� AI= '�•R __ Border '- mite Refi , Border - White Refl . Border - White Refl . Border - White Refi . Border - White Ref ! . Border - White ReRef! . a-DN Background - Blue Roll . Background - Green Raft . Backgreund - Blue Ref 1 . Background - Green Rofl . Background - Blue Refi . Bac�jlground - Green Refi . •• iR ,, ,,, A.L'PIS EbX 1?. a�9 AT ----- -- - ---------- --- -- - - --- - -- - ---- -- - ---- - -- -- - -- ----- -- - -- - ---------- - - - -- ------------------ -- - - - --- --- - ------------------------------- - ---- ---- - - 3E I % Holes T/s • Holes 3 • ( % ' Holes - T/s • Holes R•21/z • I % ' Holes T/e . R•4 , T/s • Hole5 ' - HIz ' R• l�/z ' 24 ' R•3 ' _ 4G • 3z 30' .I 6 , G • s z 'R 6 9 •_ -� _ _ 10, P _ _ _ _ IT/'• 2% • a I6• 2% 2 (� p 4 ' E Ic/e ' i%dt_� 1"/e ' ' 2h ' 9• 1 —.! I /e ' R � � D Y/z ' C ~ 11 � � L� D c • 5/G 001F C D D� CD I D - B• E I � � d r 9 , � __ _ 1 2 ' 1 6 ' \\?1 1 60• 221_ _ -d 4 ' E D IJ V LI e • E D IO ' C 48 ' D D 16 ' C 42• • 8 ' 30 • 24 " y/z ' 1 30' • 2 ' 60 ' I 3 i 10 ' T. _ _ _ _ 16 ' SRI - 2 I • 10• E I ' I6 • E Y � . 42 ' X 42 " X 42 ' . FRI 2 6/6 • ! z' Letters _ Red Reflective 60 ` X 60 " X 60 " _ - _ - _ _ I I'/4 ' _ _ _ - e Letters - White Refleotive SRI - I Letters - White Reflective Border Bond - Red Reflective Letters - Red Reflective 3 • - i 4 ' G ' _ 1 0 • R I — I Border - Whlto Reflective Border ` - White Reflective Background - White Reflective Border Bond - Red Reflective 30 " . X 30 Background - Red Reflective 48 ' X 4B Background - Red Hofleot Ive Background - White Reflective R2 I FR2 - I 24 X 30 ' . 48 X 60 " R• II/z ' %s •Holes T/z ' HDles R•3 %s ' Holea T/6 •Holee i • R-3 � 48 ' R•3 • 48 • 18 � R•3 • 48� 12' 7 ' Be G ' e ' C 9 . ° _ _ _� D e •E . /x DDG � B , RI -3 Letters - White Reflective 48 . S t! C 60' 8 • C L I .\ I/, I , • 12 X 6 ' Border White flective a 0 �/ L� �� iun8 ' E Background - Rod Refleotiva 6 '16 ' E 6 ' • SPECIFICATION REFERENCE TABLE T2 ' � n e • E 1 MATERIALS SANDIG TEXT SPECIFICATIONS (D-9) ILJI\V"/ILII PLYWOOD SIGN BLANKS D 9-7100 1 REFLECTIVE SHEETING, TYPE C (FOR RED 18 • —.—� 22, o__ _65 8 • 7 • ' e' ° p 16 • E SEfltES SIGNS ON TNiS SHEET) 72i REFLECTIVE(HIGH ECIFIC SHEETING# TYPEY)A YFOR9 8300 � - I �� rr p/4 • BENGK EER GRADE SIGNS ON THIS 943TI Vd/z 'G . d 1 d 3'C16 ,E2 ' G ` 1 (ENGINEER GRADE) D-9-8300 >Ib 11/z , 48 ' X 48 " 1M GENERAL NOTES, FR2 4 uVLI jj ai • %z ' d/4 ' o tJVtl VU 8 • D THE ALPHABETS AND LATERAL SPACING BETWEEN 2• 6 • '7 • 4 8 " X 60 " LETTERS AND NUMERALS SHALL CONFORM WITH THE ' R I - 4 Letters - While Reflective 6/x TEXAS 'MANUAL ON UNIFORM TRAFFIC CONTROL OE- 18 ' X 6 " Border . - White Reflective VICES FOR STREETS & HIGHWAYS' , LATEST ED1 = Background - Red Reflective FRZ = 2a _ cIIII LATE, AND ANY APPROVED CHANGES THERETO. 14 ' O PROVLATEIDE AAL PACING OF TEXT SHALL BALANCED APPEARANCE, BE SUCH AS TO LETTERS, SYMBOLS AND BORDERS (EXCEPT 6 • WHERE NOTED) , SHALL BE BLACK AND APPLIED TO r - - - - -- - - • REFLECTIVE SHEETING BY SCREENING. RI - L s/e ' Holes _ %6 • Holes 2 ' i B • R• 1'/x ' 24 • R 3 • 48 BYI TH REtEI , R IC3 AND RIC4 SHALL BE APPLIED BY THE REVERSE SCREEN PROCESS: THE .BACKc _ GROUND SHALL BE WHITE REFLECTIVE SHEETING 9 • CONFORMING WITH DEPARTMENT SPECIFICATION. 3 ' y/x • b6� 1 0 FR2 - 4C! SIGN BLANKS SHALL BE ONE PIECE 5/8 INCH 9 ' DD /� T/e ' Holes % ' Holes 4 8 " X 96 THICK PLYWOOD (TYPE A) CONFORMING WITH DE- __( 6 'C« 10• C R- 1�/z • 24 ' _ PARTMENT SPECIFICATION,I OTHERWISE I . 24 • NOTED ELSEWHERE IN THE PLANS, 2/z ' j 6 • In 2i/z . • D0d �'� `� 2 ' E � � � �!� � 2E S STATE DEPART1dENT OF HIGHWAYS 30• G • . 1 6 C• 60 o G RI/z • 3/x ' I • Yi ' R ll /2 AND PUBLIC TRANSPORTATION 6 DIKE U c - y/z ' • 6 ' 1 ' I 3�/z • i ' ! 3�z . 2' I . ( /`�(I ' 11 REGULATORY SIGNS n /a ' n n� 0' C s/ W uV IN/�l U h/z . 2 ' E 6/e ' W � l�J UVL d ll lyz 2 ' E LI UD DU UD 6 G« UV D b W 9 l r/x . zix I /x • G • I R ( I ) R6 - 3 R6 - 3a �„ TM r.a,p. 24 " X 18 " 24 " X I8 " ,oN. wa,., 2- 76 „�� .�� . �.. 4i. � a , R2 - 5a 0 rq 4or. FR2 - 50 IZn 6 w cxty Ilzm X p i - 85 24 " • X 30 " 48 " X 60 " 7 -90 Iaimsstz N, fA I % ' Holes H- I5 ' I5 ' i ; g • I T/6 • Holes "i 12 ' xIs ' Hoies m 'F IS IB 7I6 Holes g . l 7I6 • Ho Ies h� �, .I 9 • 1 rIs ' Holes p0 I . I MI5 ' IS •+i i5 ' i pro I IB • t 2d/z ' 1 15 ' p0 _ /IV8 i5 ' 4�/x ,P� e ' IS • 20' � - ' _ _ `` — ._ _ 6 ' _ - _ _ _ '/z ' — ._ _ _ . e_ _ _ _ - _.—__ I12°I}R _P 8 ' /eI . ' I • 1 . -- . _.-- __.*1 • ---_-- - ( 15 ` ?.1 . 1 43', ' 15 ' __ 40 ' - 1 �i• r ?. 207 1 14716 ' f5 ' ( ?, _ _ , Y ,•a, 40 • 1 IS • •', 20` 15 _ _ _ _ _ _ _ _•� w4 I 18 ' _ _ _ _ _ _ _ ye, ge/e '•ve _ _ _ CI I ve 1 e.N � . SW23R r - - - SW3 - Ia \ iFW4 - I SW2 - 3L �i W3 la \ 48 " X 48 " \�r QB " X 48 " 48 ' X 48 " 48 ' X 48 " 48 " X 48 ' 36 ' X 36 " Boo Border and Arrow - Block 24 • Border and Arrow - Black Bynool - WifitoRed B Border on Byntol - White Border an- R• 1% '� -11� . q • / 0 Border Red Background (Ref I ) ^ � i^ Yellow Refund (Ref I ) _ - .{ _ . _ 7 • ' gockoround - Yellow Reflective 19• LNCJ '(�11 ,1111� 4 . 0 Background - Yellow Ref leotive M 2 8 All tl t %A q 0 19eI6 ' % ` Holes Ix . I )a-15 ' 15 '+i 1 1/ 4 . % • Holes % ' Holes FI S ' IS '+; i15 ' . .x6 �4 'I 9 ' �e ' Noies I . I 12 ' I oles o105 p HIS ' I , le • f i le/ , 1 � I6 ' H 3 TI6 ' H /" /� I2 • 6' \5 . y' ' Hoes l es pe ' ' Pe pe 1 I • 9 ' 'y • '1/2 ' R g • I e' i IB • 1 - - - '¢ i _ 4% . 1 ' R 4'/,R S .R ( S 'h S SeI . -Jo_ •_ .� R . _ _ — _._ — - - - --- .t,�" 'S 7'/z ' 71/2 • Q! ' IB/e ' I 4 ' R �• Y4 ' ✓ a.J - 6/e ' Y •2. 1 5 • i �' •__—. _ _ _ ._ _ _ . _ _ _ ' _ — _ —f __— . _ _ ' _ _ ._ _ .1 e • s/e ' — _ 17 . 241 N/ ' S%z J0. ••28 . 18 , 3B ' - - _ _ _ 10' I5j', ' 17/z ' 20' IB/e ' ' ISIS 15 • Y2. 511/x • I 15 ' r . r . "e. 177/e • R J 4. \ SW3 20 (g ' s I , \�y. W3 - 2o �s. y Te I a. j SX6 ' FW4 2R i ^ ' 36 " X 36 " 48 " X 48 " I FW4 - 2L 1 FW4 3 Y-- - t SW3 - 3 �- 24 • �i W3 - 3 48 " X 48 " 48 " X 48 ' 48 " X 48 " and Arrow - 81ack ''LL Border and Arrow - Block 36 " X 36 ' - - - Byrool - Red Border Bond on R• 1%x '� I% • 4• Sye6oi - Red Border Bond on White Background (Refi ) Ig •- - Border (� White Background (Refi ) Yado , l__ 4 '0 Bookoro nd - Yellow Reflective S I and Border - Black TopCi and Border - Black • Top ClrCle - Red Reflective Batton Circle - Green Befleotive ve Backgrond - Yellow Reflective ,Y� SPECIFICATION REFERENCE TABLE - MATERIALS AND TEXT SPECIFICATIONS (0-91 /e • Hotes PLYWOOD SIGN BLANKS D-9-7100 REFLECTIVE SHEETING, TYPE C D-9-8300 (HIGH SPECIFIC INTENSITY) % a llol es GENERAL NOTES. 3/e ' Holes I 1 I R•IS ' 15 '•h 5 ' 9/ i GENERAL T/6 ' Holes THE ALPHABETS AND LATERAL SPACING BETWEEN LETTERS AND NUMERALS SHALL CONFORM WITH pl i 1 r 7I6 • Noles �• THE TEXAS `MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS' , LATEST 1 hb _„� yj . p0 rtzHs --a�+— IzHcw 3'r EDITION, AND ANY APPROVED CHANGES THERETO. LATERAL SPACING OF TEXT SHALL BE SUCH AS TO .yd ie- 107/e ' poi ' -_ R•2'/, ' • 3o•R t 39$iR - -'F PROVIDE A BALANCED APPEARANCE. IB ' 15 ' LETTERS, SYMBOLS AND BORDERS (EXCEPT WHERE NOTED) , SHALL BE BLACK AND APPLIED BY 15 ' g/e • 2� , 1 Ix' Iz �tQ?,' 47a I ' 16 SCREENING TO YELLOW REFLECTIVE SHEETING CONFORMING WITH DEPARTMENT SPECIFICATION. I 143/6 ' 10'R 6' � • 'z 'y� R , .fl. —%— — PARTMENT SPECIFICATION, UNLESS OTHERWISE NOTED ELSEWHERE IN THE PLANS. 6`/,i SIGN BLANKS SHALL BE ONE PIECE 5/8 INCH THICK PLYWOOD (TYPE A) CONFORMING WITH DE- _• —_- - _� _ __ 6], ' 3'/2 • 4 '/16 big a, 2744 -4 1 ly/a 'P le�� , o•a u• STATE DEPARTMENT OF HIGHWAYS o, 126/e ' -'i �. 16'/x 15 , i z• `�' a4fc - - - - S4. , . :i • AND PUBLIC TRANSPORTATION 12/e 7 ' I 15 Id/: • e . i IB ' zx• q - P . 36. y/, ' j4l/6 , Ig ' ye• i5%x ' 5, 5• 9. 6tfd l6Yi sw6 - 1 • 1 FW1 - 2R i W6 - I - -- - --- - - -\i EWI - 2R FWI - 2L 36 " X 36 " 48 X 48 EWI - 2L 48 " X 48 " WARNING SIGNS 36 " X 36 " .-13/e R 3IsR . . t I %i6 R 3 W ( I ) 81 . 6 ' _ 5'/, ' 8 • 1111145/5 . - ei..on as e,85 aa t.6p c, P91 CZR 1-vet- , .505 IEC7Ii 8% ' IDs/ ' 7 -90 6� f2." cd1 106/n ' 143Is ' 9A ' 3/e ' Holas I 3/e ' Hol es 15 . IS'.� i�15 ' j 15 •ai 1 Yi5 15 .1 %s • Ho l es �� _ _ _ _ _ I i t/s • Holes �/6 ' f15 MI5 ' Holes hb 3• S: s3fi 1G3 - 0 4I.. ?�. °j 215r - 46�...-r32/e , t 2/s ' Hol es 0 '• 6 ' p0 I IUUu1T;1j1 1 22' IB ' pg _ _f _ D E 15 • 8*D 'y I R-3 • • 2/n ' 19/ • 15 ' 't\' i 2�, . �: 17 ' I B ' P 5 ' '�\" lo ,a z• lell .y Is/, • ty ,F,�/ — i1' lo' j e.g1 IY/ 'a I — —__ '_ —•— ._ . ._ _ . r. _. - -- •� VtJYI'V• Yl ' —'�• _ . 6 •E ze 11.1 U IJ U � V V `J5 • 184* *D _ __ 88+ —lo.p L — 2Y � sNi 13% . . .1 Is . Is • 14 . ; V . V . 'II, 9. ter . z3S ! 33;i e• i� 2• SIP 9/z • 2• 393dft .1 , _ _� ? I2' —'k19 '� 98• if ,ww •om�ro .w 1 I8 , 3 ! 12�i 12Yu.1_ _ _ 36. 21"/Iff 3• J . , 4%: ' -- - - - - - �- s, SW6 - 3 1 W6 - 4 _ _ SW6 - 2 I SW5 - I 3s' i \ i 48 ' X 48 " + y, . fl \ I EW6 - 3 • + 19 • R 48 " X 48 \ 48 " X 48 48 X 48 " • 4- 13IAR W6 - 2 + I /i5 •R \ \\'rrr 36 " X 36 " _ % . 36 " X 36 3t _ • "/ys - 4Yz ' 6 4Ie ' 6 ' 53Is ' 3/e ' Holss I Ir15• 15 -x, . . 8'/e • IDs/9 18 • f •L�4 �,' 15 • 3/9 ' Hoi es I "/9 ' Holes I e' 61/4 • ! IO1 .�. 16 D• HSI 15 '+i W-I 5 ' 15 •-h' • 1 _ ._. Zs' ' ll - UIIV — C Q — 6 • C 1 fiD 4 C I 1 3Is ' Hol es � - 1 ; *Is • Hol es ' j I ti i I �• ? O u J 5 ' V . M I / �R (� M (� • 7 , D u u 8 DIS • L�/i HE I LEAN Dc3J 4 . C Q!�• I nQ 7 ' D P'��" 18 , ye• e i D __ i 5 r FW 12 2T 15 ' • 4 • _ I# {} Ik � lXU� L� - - 6 ' ° - --.--- - - - -- -- --- - - -- - r- Za s 1 '�}f . 7 D \ W12 2T WI2 2P 48 " X 48 ". - - I - L�� t1V is:•_ y I a` aii (�' � � L� � \\lyyy 36 " X 36 " ny 15 • i • 4 • 15 ' � � II�NID 7 ' D ° 24 ° X I of 8 ' D .' i 18 ' 3/a ' Hotes 8�/e . I 'F3'. B ' - � 6"I6 ' R- IY2 ' � 24 • e. ! FW9 — I R i SW9 2L s SW 14 f \ r SW 14 2 i 6 5'U 0,% , 48 " X 48 \ 48 " X 48 " r 36 " X 36 " e ' _ � 2• ('�f Ii E 1 L IB •D /z ' • k— I it/4 'R R'3• �Is 'Holes 48 • RR3 • 64 ' SPECIFICATION REFERENCE TABLE 3/9 ' Holes ).( e 'E ///�'�� /L�, (� (j 6 • MATERIALS AND TEXT SPECIFICATIONS (0-9) % ' Holes � [/� II- . 9 24 ' �.0 5 F 1 nT II�VI 9 ' D 12 ° PLYWOOD SIGN BLANKS 0-9-7100 R. p/z • R= 11/x ' I 5 ' u LI `a U V REFLECTIVE SHEETING, TYPE C D-9-8300 (HIGH SPECIFIC INTENSITY) r_� IB ' ii 24 ' 1'1/ • 6• • ____ _ — e . 12 • I2 ' I 5Y,4 . GENERAL NOTES' �— 8 • _3 � - - - ¢ 60 ' 1 j1/' 2 WI 2 - 3 THE ALPHABETS AND LATERAL SPACING BETWEEN LETTERS AND NUMERALS SHALL CONFORM WITH THE TEXAS 'MANUAL 3 * I ! 16 •E ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS' , LATEST EDITION AND ANY APPROVED CHANGES p R, p/2 . 84 " X 24 ° THERETO, LATERAL SPACING OF TEXT SHALL BE SUCH AS TO PROVIDE A BALANCED APPEARANCE. 1 ! ! IB ' —.� LETTERS, SYMBOLS AND BORDERS (EXCEPT WHERE NOTED) , SHALL BE BLACK AND APPLIED BY SCREENING TO • 12 • 1 I YELLOW REFLECTIVE SHEETING CONFORMING WITH DEPARTMENT SPECIFIATION. ! I I 5 ' I SIGN BLANKS SHALL BE ONE PIECE 5/8 INCH THICK PLYWOOD (TYPE A) CONFORMING WITH DEPARTMENT SPECIFI - 1 _ _ I M2 !� 2 6 ' E 25/e ' i CATION, UNLESS OTHERWISE NOTED ELSEWHERE IN THE PLANS, !11_26 �Iff�% k—N 24 ' •_ — — _ . _ - _. _. —_— - 6 ` 6 . - - j I i i STATE DEPARTMENT OF HIGHWAYS ,I W13 - 2 ! 93/9 - S AND PUBLIC TRANSPORTATION X+ ' /' • 48 " X 60 " 24 • 3 • ! 12 74 ' /9 ESQ �n n 3 I 5/4 WARNING SIGNS I _ tJVU lr 3 • 1 . 3: ll, 1 6 ' E W13 - 3 W � 2 ) ., EWI 8 • 48 " X 60 " WI _ l - 8I sue, ., m . 2 J.� WI — 8 same as w13-2 except j 4y2 • ° DN zn Rd cKP 91Czr°>> rec 5x I8 " ' X 24 " • 30 " ' X 36 18 " X 24 a_- LR 1 - 02 ma ' EXIT replaced with ' RAMP ' ) i 85 w2o iZp c61 M � 7-90 HJ 98 It L2_,IL 32' 5f.6 1 1 �'—"` FOLDED UP POSITIOIJ —" )O — 9/32" DRILL ` 6 ( TYP ) 0 6 1/2' 3 11/21" ® RIVE --I — t_ �s (� P% I"XI/B" STL PL 5/IG'ORILL I FR IL,� Bpi L'Y PLAN 5 D I/e 1/e fGcrm 6qI 0"' i1A1 __ _— CUT SIGN 3 EA, / ENTRANCE 5° D PLATE IS�ALE' I"• o'• 1_� \ I IN HALF I CUT- OUTS / \ CUT- OUTS • .m 1X4XI/6`STL.PL� 4•I/2" DIP. II 14 - 5/e" i4 • 5/e" • 1-3/i6" 2- I/B° MATERIAL / LOCATE AND MARK • 5/B' HI • DENS PLYWOOD ' \ / CUT - OUTS BEFORE W19 - 9A 3 EA, 6" STRAP HINGES / CUTTING CORNERS.1/32" 19/32 CORNERS 3` RADIUS � / i II NI365( 36 " 'i_m 2, wit/ ( STANLEY 6° STRAP Jl 4 -1/2` 4- 1/2° t _. / / HINGEa SP9D2 US2C \ i HINGE DETAIL 5/16" 1- I/i6" I/B" / DRILL I / 2USUAL ( 144++ MIN ) LATCH FABRICATED FROM / 1P • 4.1/2" X3/I6" FLAT WASHER. \ • LATCH AND PLATE HELD 7/tG - TOGETHER W/ Ii XIS �' -•-BOLT SHUT. LATCH (SCALE• 1"a -II'1 � = x • - FOLDED DOWN WI-9 SPL ITION - OPEN POSITION - VAIABLE - Ae STRIPES - WHITE REFLECTIVE AND RED O CLOSED POSITION • ATCH j I I ( LATCH MUST FALL I I I FORWARD TO CLOSED GENERAL NOTES! - L POSITION ) THE ALPHABETS ANO LATERAL SPACING BETWEEN LETTERS AND NUMERALS SHALL 1 O CONFORM WITH THE FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC ; _ _ CONTROL ETs FOR Si AND FITEXT SHA LATEST HDITION, AND ANT APPROVED CHANGES THERETO, OS SPACING OF TEXT SHALL BE SUCH AS TO PROVIDE A BALANCED I APPTHEANCE. THE SYMBOLS (EXCEPT WHERE NOTEDi, LETTERS. AND BORDERS SHALL BE BLACK, AND TISE • ISOMETRIC VIEW SPECIFCATIO SHALL BE YELLOW REFLECTIVE SHEETING CONFORMING WITH THE DEPAPTMNT, • TS. S "FLAT SURFACE DERSESHAL R EEPPL E TOPE C NU SCALE REENING, IGNSOTS, T R BORDERSEABED MD APPLIED TO THE SURFACE OF THE SIGNS HE SCREENING. SIGNS THAT REOUIPE A BED MID GREEN COLOR SHALL DE MADE USING THE R ® {� r°O �° — � REVERSE IONS ANKCESS, NOTE: $L�'Tjl BB ID f4"y0 NC"ys THE slCrRE BLANKS SHALL BE ONE PIECE sle INCH THICK PLYWOOD (TYPE A) CONFORMING THE CONTRACTOR SHALL INSTALL WITH THE PROJECT SPECIFICATIONS, OR 1/B INCH THICK ALUMINUM (TYPE AI MAY BE GRAVITY R DEVICE FURY- O, FURNISHED AS AN OPTIONAL MATERIAL FOR THESE SIGNS. (SHED BY THE ENGINEER TO HOLD • THE SIGN ( S1V19- 2A) IN THE STATE DEPARTMENT OF HIGHWAYS • CLOSED POSITION. 15" }L ° I5° �� AND PUBLIC TRANSPORTATION 1 (WHEN SIGN • SWIS -2A o FOLDED 48" X481' DOWN) MISCELLANEOUS WARNING SIGNS ( WITH SIGN CLAMP DETAIL ) S. DISTRICT . I2 W ( MISC ) AP"�°A >ATo 5 _86 FFP. IL .P I .". I(-BT� GEN. NOTES"' ' PCEP 9! I 63 if! GYz _27_. II-90 CFH [eV°rt °L H PL F.e ffiNAr5 re]a /1 ' l,: li R ' tl/z ' 1 R ' II/z ' 24 • ---^ R = 11/x 18 ,---•� IB " —1 JE - I ' D " 1.2 ' T 3 R= 1'/z ` la '--•� 2 1 /2 ' IA ' 0 3 D fII1',IL�� /��`' H [n� 3 S Il O 3 C D /fA�� BO1 s/a2 R L� , �-J 6 C � O _ 6 D II I1 l5 UV1 � - _ I 3/4 • ( I �lN� t , C 6 " E Il 3 C3 . (, 2 ' C (M� ((�� 2 1 /2 • 244 �{ n® 1 1 /2 • 24 • n7/e • la ' 24 " � I1tIIJU � - 4 C !( � W 3 . IC2 Si p IV I 1 7/8 • lack 2 I /2 ' 1 3%4 ' 2 t /2 ' �/s . 3 7/B • 3 7/8 * 4 5/ B ' Letters - Black Border - Black S RD (1 (f � rn (a ((� (� �( g • C 1 I / 2 ^ Background - White Reflective U KS 4 " a 5 1 � D1J10 5/B • F �I 1ue it 2 3/8 ' 11 IC0 B 2 Al /2 '3 - RI✓z 24 " ___.� . T R5 - 2A R9 - I2A R7 - IA 3 Letters - Red R7 - I B I2 Letters - Black Letters - Block Symbol - Red Arrow, Circle. Diagonal , Border - Red s/6 • 6 ' C Border - Black Border - Black Border - Red Background - White END Background - White Reflective Background - White Reflective Background - White Reflective " R • - Black I • 3 " M4 - 6 Letters - Black Border - Block i Background - White Reflective �R = t /z . 24 . R , lid " 30 R_ t /a " 36 ' 4 1 /2 • R ^ 11/2 ` te ._� 2 I /2 ' Mf}� R t1/z " IlI�r�pp 3 1 /2 " (� 57 �fol(O� Mrs• ci I • ID2 � � �� Q� I'� 4 C DO may 5 C '7'r 24 -7 � UV DD 4 " C cJ Il OIP(nll�" � IN IaJ _ � " 1 /2 ` q • _ 3 • 2I (� p�( � (� - 2 t. /2 ' 301 ouv Isl /2 ' 3I 4 ' C 30 ' DuU � V L`� am _ 5 C SA0 � � Utl ❑ 0 ❑ ❑U Ul1U 24 O lI V 4 C I �gabMDDJ�oac� _ 3 ' C fs [y��1V'D1'p''p�/� (\mil\ •M 3 ' 2 I /2 " o1N • 1 /2 ' .� UV7 it UV U 4C �, IJ UBO � � D � p1! 5 " C ix 4 • 4VU W ❑ 4 • C % 3 • C j 4yz ' ly ` 4 I /2 . W6 - 20 2 Letters Black I 3 1 /2 ' R4 - 3A Border - Black RS - 7 R3 - 7F Background - Yellow Reflective R6 - 4 - Letters - Black Letters - Block Letters - Black Letters - Block Border - Block Border - Black Border - Black Border - Black Background - White Reflective Background - White Reflective Background - White Reflective Background - White Reflective _ 36 ' 2 ' PU WCr� 'r� nJM&X11I I3 4 " D 24 SUY Lll .z : C R = 3 " 48M s APPRO __ _ 21, R = I• R - f1/z 24 =---i � 9.--3 0 5• 48 0 9 - - 'ry D �//�— 7 / 4 . /el � �VQgG ®E�4 ® ' tLTh_____ 2 ' 1/2 II U U � �:/ iJ IJ � 60 2 • 3 I IllJl\\,� 'II i0 • D 042 1d6/6 N° 6 ' C v Letters - Black 4 , ° 8 I _� H B D Border - Black W Background - White Reflective 2 I / 2 ' [�(� (� (� fir (\�\1 4 1 /2 ' �M\' � _ " 60 1V' EN Ii ES a • 8 60 �(��w/�� u tn� • 24 ' (( AR UU� HII _ •3 • C 30 ' O [J U E — 6 C 1/ II II l`9 LSI'L— - UVD V � � 8 D pppp��I1 rr�� [f�� 2 1 /2 " 2 1 /2 ' a " 4 I / 2 ' s MNI�ISW _2 ' C s Iy yi /A\ M B ' B 1 /, 8 ` ° ,wu vva.,c TRANSPORTATION W W U D a�L�O i [�D _ 2 , C /e V/, ' 9 ' 7 1 /4 ' UW � -!- �i/ ib• Holes 2 • f T6, 3 .3/e• xme 3 1 /2 ' 2 • :t MISCELLANEOUS REGULATORY R8 - SA R6 - 4A RIO - 7X R3 7A SIGNS Letters - Black Letters - Red Letters - Black • Letters - Black Border - Red Border - Black Border - Black Border - Block DISTRICT 12 R ( MSc ) Bock round - White Reflective Background - White Reflective Background - White Reflective Background - White Reflective 9 P° H STATE rug nc u'w co.6 iE%A5_O-4t ( Hin.. na M, xo M . o[a IL oe9 Stl 0SA4 ' [260, l501SIG[15TDZ . DGN '4 - i. Y/& • Holes T's • Holes T1 TI6 ' N0I.ae � e/n ' Holee IT/n . X12'/z '—y 3�� • R•3 • 48 ' %& • Holes R-3 • /s Holes R=3 • 4B . I` d/, • -1 1511 R•3 • 48 d; —.48 ' 8 • 6 ' 1 7'/, ' 4'11 3 • ' s 7T/& • 9 • 9 ' i ol4 'o/i 11 20 9 • e � o IIIVO� 6 • C 6 • 6 ' I c e - 1.-- 8 •—•T - 14%e ' 2 • _ Go I o 9 . s - - • 9 . - . 10' 9�/s ' 1 d/x • I g • p. _ ' ! 8 .0 . 60•R b 10. 0 PA, \^\ ^ S LO U ll 6 , C D ! O V V 10• C 1 ��//((�� 4%z • Id/z ' a30 , R ( 5/n • 1 21 ' 2"/is � UIJ IJ(� ! 1 7 ' MAFF \;J I B • D. f 121% I °jidft 30• 5 • 60 • 46 ' DO �1 � LF . 6/C �I 7 4/x ' IB ' R , 'IIkEI (T FT lii' Fli 10 ' C 60 ' 9 ' R , 60 ' C7 10 ' D 60' � j U U � !� � 8 .0 2tR ! 9 ' R 2• 4 • R t IB ' ft UV 1111 � � � � H E S . C . v 1 7 ' I 1 7 ' t I 4'/z • s/n • ' I 3 ' 1'/, ' 6 • 5/ 10 . 0 1 � 10' C 1 LI U 8 . 0 _ 2'/z ' 5 1 /, ' - - a- I'/x • _ I 4 • 5'/z ' R'3 Be ' B , 11 • FR4 - 38 • I'A . 11/4m e , i 6 2 • 6 . 1 1 71/, • 3 F 1 1 48 " X 48 "V 6111 4- FR4 3 .a o. .w.uanz R4 -7 FR4 7 R•z/ , 4B I% ' Holes FR4 — I FR4 - 2 48 ' X 60 ' 48 ' X 60 " 48 " X 60 ' • 424 " X 30 48 X 60 " s ' e/& ' Hoes %& • Holes R• Il/z , TI& • Holes E 6 • �t171�1NC� e D • I Ia/e ' Holes T/& • Holes R• i'/z • R'2'/, ' 46 • 48 ' I 4 • R. IT/e ' 30 , R-3 • 6• 4B • 3_y d/z • . 9 • ' 6 , 1 6'/z • ' at 36 ' q 3d d/x ' _ _ . ' II ' yy(�� .—� /n ' � � IJV LI 9 •D V� ��\U/(jV � 4 . I ( 9 • IM 6 . 0 �J LJ R O U vJ G 3 • D 11 ll 9 • D &I . 'f/x ' T/n • O U iL Il 6 • D DO ! U VO )1 4 . O DO � uVo� 3 , 24 • 3 • 36. 1 5 • I'/2 ' 6' 5 ' F1�T�'If/,Y\Y'�(�'7 M( � �f R5 - IT I 2 ' 48 ' 231/: ' RI V ll t! 6 D IY �YI 1 ( 9 • D FRS - 4 t . r.o,w .oa.lno eox V U lJ 48 ' X 18 ' 30 • • - - -� - 5 . --- --:-,-: E _._. _•_.—. 3 ' X14 48 " X 36 " 4----- 12'/ ' RI 2 • e--"� 2�0• R � � 6. D 3 , I . t 6 • 6'/x ' Letters -Red Reflective ^ � O ^ ,-� llnn � Border -RWh Reflective SJ� 'lJ� � 'IJK�1 6 • D 4 • D Letters - White Reflective Background - White Reflective R5 - I a Border white Reflective• FRB - 7 3 I 1 d/z , t 6 , i l ' 36 X 24 Background - Red Reflective SR5 - to Letters - White Reflective tReflective 4S X 36 " Background - Red Reflective Letters - White Reflective SPECIFICATION REFERENCE TABLE R5 I . Letters - White Reflective SR5 - I Bar - White Reflective MATERIALS AND TEXT SPECIFICATIONS (0-9) D-9-7100 30 " X 30 ' Bar - White Reflective 48 ' X 48 ' PLYWOOD SIGN BLANKS Background - Red Reflective Background - Red Reflective REFLECTIVE SHEETING, TYPE C (FOR RED SERIES 36 • SIGNS ON THIS SHEET) OUCH SPECIFIC INTENSITY) D-9-8300 1 2 • x • '½ ' 9'/e ' 36. 2 ' 9% ' 1'/4 ' 3 • ' 3 ' , ` 91/n • 2 • 9&/e • I%x ' 7'/z ' - 2• REFLECTIVE SHEETING, TYPE A (FOR BLACK AND WRITE SIGNS ON THIS SHEET) (ENGINEER GRADE) D-9-8300 3 • a 3/e ' 3 3II{_ 3 GENERAL NOTES' �e ' Holes T , 12 • i2 • O M U W �� 1 d/z ' R-2'/4 • 36 • R•3 ' 48 • /& • Holes 6/2 ' /z � 1 Q 5'/, 1 u v A V 4 • D THE ALPHABETS AND LATERAL SPACING BETWEEN LETTERS AND NUMERALS 4 ' D 1 _ __3 . [ V 1 ' /\' !Q� 5/� ' SHALL CONFORM WITH THE TEXAS 'MANUAL ON T EDITION, TRAFFIC CONTROL _LI�I IJ U DEVICES FOR STREETS AND HIGHWAYS ' , LATEST EDITION, AND ANY AP- 5• 6 • 8%z ' - _ 1 e > %z ' 3 • PROVED CHANGES THERETO, LATERAL SPACING OF TEXT SHALL BE SUCH AS 6• 5 ' t a g • ' - _ ' ZE 3 • h 3/e ' 3/n • TO PROVIDE A BALANCED APPEARANCE. — % ' Holes 11/,s R , LETTERS, SYMBOLS AND BORDERS (EXCEPT WHERE NOTED) , SHALL BE O7 'o I ✓ ( I ;J ) 0' C °/1&' R J/e ' Holes R- I/z • BLACK ASD APPLIED TO REFLECTIVE RS-ETISG LL BERAPPINE. R5- ) ,W U R• I'/z ' ER5- I , SRS- 1 , R5- tT, R5- la AND SRS- la SHALL BE APPLIED BY THE Letters - Black Letters - Black REVERSE SCREEN PROCESS. THE BACKGOUND SHALL BE WHITE REFLECTIVE 1 6' ! G1/x • R6 - IL 5yabol - White Reflective R6 - I R Symbol - White Reflective SHEETING CONFORMING WITH DEPARTMENT SPECIFICATION. '( UI,\I(If r '^— Border - Wnite Reflective 36 " X ! 2 " Border - White Reflective SIGN BLANKS SHALL BE ONE PIECE 5/8 INCH THICK PLYWOOD (TYPE A) ' 7 •C • 60, O 10 •C 36 ° X ! 2 " Background - Block Background - Block CONFORMING WITH DEPARTMENT SPECIFICATION, UNLESS OTHERWISE NOTED 48 • U IUr-`U\ u U U v ELSEWHERE IN THE PLANS. 0 5 • 48 ' 4 . 15/n • 314 . 48 ID• 3 ' STATE DEPARTMENT OF HIGHWAYS 3 • IO OuV 4 D AND PUBLIC TRANSPORTATION IlV M An lo• c '/z ' 64'/z 5 LIVID W � "'�S, D _ 9r n(L . 16 7 • _ _ 1�p pie ' 5 ' DREGULAT0RY SIGN5 F}� 4 • D re4BY? llv l Zr11 10.1%z • 6 ' B , 1 lo• � VI& • REa Iz • 4%z • 10• I ' �& ' R FRI 1 I /s ' Hoies /& ' Holes R•3 ' R ( 2 ) reduce spacing 50% . R-3 ' ,e, w .e o• m„�� ,^,,;;c, w` rm.w .iorw,a w,n 48 X 60 " Letters - Bieck FR6 — I R Block e, z-T6 Letters -Red Reflective FR6 — I L Symbol . - Wnite Reflective Letters e) - White Reflective ,�! DN • BIZ �6 c1'n91(zb\ a +m� 50 ER8 I T Border -Red Reflective 48 " x 1 6 ° Border - White Reflective 48 ° X 16 ° Border - White Reflective R 1 - 85 $ICflI Sytr36 " X 48 " Background - White Reflective Background - Black Background - Black 7-90 q I &b2G '(Z wi NH TD • % * Holes i c/s ' Holes R- IT/a ' % ' Holes R- I� • 30 �, r__ 24 . % ' Hole_,s °/¢ ' Holes _ R' I /e ' 30. r— 30 ' ---'I � ___ - R-2�h ' 36 . a I'y— --'I FAY 'f l 2 ' p/z ' �— — 4�/z • 3 ' _ _ _ 3 ' I 7 , Id/z ' R Mf ' I A 4 'C _ _ _ 2 • 3 ' — - - '4 � 3 • 3 'E �T LEF ; L6 4C UUf I=/ UUIi LLAN Fir �_ H/ ' (��p� • Itl/x . 12�° ' IS�z ' ((`�� 4 . 4 ' LAhl V s/e . 3 ' E • rj' i UVt1 � V UVLJ � V R_ II/z • 30' Il�z 24 ' — — — _ .— — 10 ' C 36 ' - - - - - - _ 15 ' C 3O' 5 . 0 30 5 . 0 9 _ - - 2 ' 7/z ' 11 i i . 11/4 . D � , 4 ' • I I�/41 (1 fl 4 C _ � �._ 11/z , 2 36 ' j 6 • 15° I ' I ! � � Ul) UU i LEFT 4 ' C, UUIIV IUU � VII II � 1 %i 16' 7 • /e I0/z ' 3 • - f 41/? I % - - -- - -0 ,. _ _ b 3 • . _ 1 4�/z ' 25/s I 45 e R14 - 2 ER14 - 2 R3 - 7L R3 - 7R 2 ' 24 " . X 24 ' 36 ' X 36 ' 304 X 30 ' 30 X 30 ' R-3 , zGe ' Holes ❑ V �- -Lf - - - 3 ' E Letters - Black 48 • 3 • Letters - Black 2�/z • Border - Black Border - Block ' Ring - Green Reflective . Ring - Green Reflective g • 7 ' Background - Whits Reflective Background. - White Reflective E� j� I-� (I fi 6• E 1I7] !J/mil\1 I tom— ILIf�Vvl R3 - 9b 4 ' 24 ' * 36 " % ' Holes a/e ' Ho l es 7 _ %re ' Holes R-3 ' /¢ ' Holes q8 6' E 1 R-21/4 ' 48 ' R 3 ' � � 1 r- R- I/z ' — 24 • �,� 36 ' 6 48 ' 4 ' \ 6 ' 9 6M l E �JrS g . E - - - 7 , Id/z ' 9 b j MM B ' UA) Il li � �� ❑ V I 'r- 8 • C 11/4 ' D 4 , 3 • b LEFT ! LLA 6 . C B�/z • ' i2�4 ' I 153'4 ' 5 ' c�J II G=� !1 l�G=� 1N 4 ' E I Itl/z ' I i6 - - - I �\ /� � \ l LI V LI �1 • 0 ' D 6 ' I 7 - II ;. s ' 24 H WY 8 ' D 48 ' 10' C 36• _ - _ - - - - - 15 ' C 48 ' 24 ' - - - _. _ - 3'4 ' I g . I 5 ' FR 19 - 8•1 I Er Il � UU' IJU�UVU � 6 • C II/4 ' ID' D sle 7/e ' I Id/z ' i . 6 ' I 6 ' 6' / 7 6 , _ _ PIz • . 3 • _ __ y 1114 - 3 ER14 - 3 R3 - 20 R3 - 21R 36 ' X 36 ' 46 ° X 46 " 46 ' X 48 " rl'ACATERIALS IFICATION REFERENCE TABLE 24 • X 24 ' AND TEXT SPECIFICATIONS lD-9) PLYWOOD SIGN BLANKS D-9-7100 • Letters - Block Letters - Black REFLECTIVE SHEETING, TYPE A 0-9-8360 (ENGINEER GRADE) Border - Black Border - Black Ring/Slash - Red Reflective Ring/Slash - Red Refleotive GENERAL NOTES' Background - White Reflective Background - White Reflective THE ALPHABETS AND LATERAL SPACING BETWEEN LETTERS AND NUMERALS SHALL CONFORM WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL ' T� DEVICES FOR STREETS & HIGHWAYS Iz/e Holes • , LATEST EDITION, AND ANY AP- PROVED I as PROVED CHANGES THERETO. LATERAL SPACING OF TEXT SHALL BE SUCH AS - ' s/e ' Holes R= 1% qg z ' 29 , R-3 • TO PROVIDE A BALANCED APPEARANCE. R i /z . •_— 24 , LETTERS, SYMBOLS AND BORDERS (EXCEPT WHERE E01 ; SHALL BE BLACK AND APPLIED BY SCREENING TO WHITE REFLECTIVE SHEETING I ii'!? 3 ' I s• I • - ! CONFORMING WITH DEPARTMENT SPECIFICATION. 3 • 1 __ _ _ -e 9 ' y _ b 2 'R i/z • R .L—� SIGN BLANKS SHALL BE ONE PIECE 5/8 INCH THICK PLYWOOD (TYPE A) CONFORMING WITH DEPARTMENT SPECIFICATION, UNLESS OTHERWISE NOTED ! ' Zz/e ' !I. 1E • I ELSEWHERE IN THE PLANS. ' I 4 ; j ! > 2z/ ' — — — — _ -lift 5 ' • 5 ' 5 ' 4/z '.i STATE DEPARTMENT 0F . HIGHWAYS - • j 24 ' - - 4B - _ AND PUBLIC TRANSPORTATION 24 d/: iHh • s/: 'R I 2 ' I I . — T fit/z . R I � i¢ ' 6i/ ,R I 12 1 I 17 ' R ! Id/B ' 1 s/s ! 2 . ! /8 ' ro /4 . a 21 REGULATORY SIGNS 1 . 3, _ _ __ I'/z ' I • 3 • 1 2 • 6 ' i I , I 2�/k z '�°i 53'4 ' I R3 1 Black R3 _ 2 Letters - Black SR3 - 4 Letters - Black R ( 3 ) Letters Arrow - Block 48 ' X 48 Arrow - Black nR w.0 24 " X 24 " Arrow - Black 24 ' X 241 Border - Stock Border - Black •e. w wn• 7 -90 '. �• I.,,t ° new •'° "°"''' Border - Black Circle & Diagonal - Red Reflective - Circle & Diagonal - Red Reflective a.a' ON • • °12a n6d CRP t u H Circle & Diagonal - Red Reflective • • • Background , - White Reflective Background - White Ref iective • LR Background - Wnite Reflective KK'15 Saab IZ o09 Ham" W = 8' - 6" min. '^ 12'- 6" max. W= 8' - 0" Max. splice H . � — ' - S -� _F et FlouNfq 8 6mm 16 max. ] r OmWxi ?'' c�,¢--{ M sO,Ep01NaXIIUW t)` I, r - e -� L_ -r. W 6 0 Max o I. �„" `-Moufl ) tt' 1111 tl S T „P-E 1 1„____ I a.+xl s x. •�) 1 F sD3 r a I ° T eetlr f} I :` ,..Q...I, 1 Q t-kitr G . `" m ; ,z t f' '_ K `_ _ �r ' 1 .4�.:".. air, "Sptice z� L - - '-� - s5n L. _ _ ' —_�_ � ,• I mlr=1 r `+�rz'}i I 8 s-I •�.Y.Y-•. , _ _ — — _ _ J E• PiPe Pit ___ L:A i-R -E'-, —I 2Z iyp A A A 2i IYP I A �—r , .2W .3W .3W .2W 2 .3W I .3W 2W .ISW .35W .35W .ISW . f5W . 35W .35W .15W Q_; . 11 3• Pipe Type r A ° z a° 1 A = zi e° fi 6 Type D - 4 A= 3' i L -3. w4 T e D- I A ° z°� s ° 12m Type D- 2 � fa Type D- 3 __ 2 YP NOTE: 1. FOR FRB-t SIGN. MOUNTING CLAMPS ARE SPACED 28' APART AND TOP OFFR 1 SIGN 15 S' ABOVE CENTERLINE OF PIPE B. Type A Type A- I Type B 2 FOR W 14 siont, MOUNTING CLAMPS ARE SPACED 10' APART, W" 13 0 Mm 16 0 Max THIS TYPE PIPE MOUNT TO DE USED THIS TYPE PIPE MOUNT TO BE USED 1NISTYPEP PE MOUHTTO eE OF ANY FOR A 36" OR 46 INTERSTATE WHEN 2 ROUTE MARKERS OF THEHE W ° I6'-6" Min. '^ 24'- 0" Max. W- 8 - 0 ) SIGNORCOMBINATIONOFS WHEN E ROUTE MARKER WITH A Z4 OR 30" SAME TYPE OR2ROUTE MARKERS A. ur � DOia 1 (y SIGN AREA DOES NOT EXCEEa 10 SQUARE ROUTE SPECIFIED EDH MAIN OPTIONAL LANES OR REOUIRED OF DIFFERENT TYPES ARE W- (e -Q") B Q )u`r FEET EXCEPT FRb1 AND WPS SIGNS (SEE ,C(om t ) y TYPE o-1} DIE AREA OF THE REGULATORY STITUTE FOR TYPE B. S I1Ce SpI1Ce o t r v ciI I"9 t lam 1 $pG } 1 OR WARNING SIGN 6UPPLEMENTARY t.8 - • N ,�sr PLAGUES SHALL NOT BE VSEOINOETEPMIK , : V ; � 8- • 8- r I1 B; BIG THE ABOVE SIGN ARfA r" L. a .• . , . . . - -- ----- •-n : :j '• 1 _ - J 1_ _ - J5YYL- • .' .' .r vPa i A 2Z°typ .. As.n I A .IOW .20W .20W .20W .20W .IOW g + - .15(W- 8') . 2' 40 3'- 4" 2t4° .15(W- 8') _ P\ .....I i. .T•c1 .SOW 50W __, F :I .215W 57WQ I ' 0 ) • Q ) Q i ,r T 1. s„ Type D-6 A 3"� e° 2`t o �1 a-R .r.`jl C_ S -j , Q I " i ••. .tt Q 'w - Type D - S A° 2z e` Iz .'I P.�.. CC ] -N-' A_f t-J� ly POST SPACING MAY VARY ± 5 % OF TOTAL NOTES: IFOR TYPES 0-1 THROUGH D.Bi , I •+A--) ` P,,.� Y�_J�' �[- �'�., P-•E�__]—T SIGN WIDTH TO FIT FIELD CONDITIONS, 1, SPLICE PLATES REQUIRED AT SPLICE POINTS. N I Q J I O 41I Q ,/ I Q 1 I,, - T I * * (' l , T 2. THE SIGN BLANKS SHALL BE 6/B" THICK PLYWOOD (TYPE A) CONFORMING WITH THE SPECIFICATIONS. UNLESS OTHERWISE NOTED ELSEWHERE IN ' z I •V I Q ' ' Q I ' Q THE PLAN .-•. 'fir i. R{` i.C• j R�.f`/'' }_ =,X22 Piip'ee •PIP��_��f PAL_ ___ L Y PIDB ( ( — J z wtt — F — 2' NPe 3 PipO 3}' Pipe Type F Mount Dimensions 8" Holes for B 3}' P1Da } Pi Pop I friclian 2 4 2" B` � s 2" 4 2" Type C ' • , . Cap Pipe Pipe E F plywood bolls Denotes ' Type of Sign „A„ , B , C D f, THIS TYPE PIPE MOUNT TO BE USED: Mountin -� 1 . WHEN 3 OR 4 ROUTE MARKERS ARE REQUIRED: OR 9 R. FOR A 3G" OR 46" INTERSTATE ROUTE MARKER WITH 2 Clamp E SRI-I 3"(� 2 39" 9" 15" 35" OR 3 24" AND/OR 30" ROUTE MARKERS. Parent Sign - Q T FRI-2 3"0 2"cF 43" 2l" ll" 27" m m o p Pipe "A" I - P ° 24" x 12" Cardinal Direction Marker O 36X48„ 3,* 2"$ 42., 61, 12' 2g" Iv< ' ' s •-tin 0, ° 24 x24 Inlerslole,U.S. or Stale Route Marker o a m I3 Of 30" x 24 Interstate or U.S. Route Marker �;— 48"X36" 3"$ 2"4 30" 6" 15" 35" Z' Hole rl 'z D Upright QL R = 21 " x 15" Direction Arrow m 4 4 Is S = 3d' x 15" Cardinal Direction Marker 8"X46 '® 34 2"� 42" 6" IS" 35" ' . 7, o T, = 361 x 36' (2) digit interstate Route Marker Splice Plates "" - -_ Plaque(whenrequired) 8"X60"® 3"� 2"� 54" 6" IS" 35" Tz ° 45 ' x 36" (3) digit Interstate Route Marker SPLICE PLATES SHAU. SBE fee* STEEL ATE '+4 Equal 48"X48"m 3'4 24 473/4" 17/4' 15" 35 N .S.TM:20a LO O•o01•T ALUMINUM PLATE —6�• . LC AA.SO 106105 ALLOY S S IGA AN.I.EO N (V t- " " LT LLDY SO51-T01. STEEL SHALL BE A153 T.M IN AG Post Marker Combinations 'L' 3 & 48"X60 3N� 2 54" 6" IS" 35" COPDANCE WRN ASTM PI23 Ofl A153 CLASS A. Holes 2P + 20 + 2R+7" 9'- 1" P+ 2Q + 2R +7" 8'- to s In Will ® 3"$ 2"4) 30" 6" 12" 30" See table ai right 20 + 2P + 7' Type F � � S52-( ® 31 2"¢ 30" 6° Ir' 30^ STATE DEPARTMENT OF HIGHWAYS for values of "C Q + R + 3" 3'-6 Mount AND PUBLIC TRANSPORTATION S + T + 3" • 4,_ 6a DIMENSIONS" Pt Q + R + 3 4 -6 WCLUCES PARENT SIGNS OF THIS SIZE WHICH HAVE SUPPLEMENTARY PLAGUE. WHEN DIMENSION "S" EQUALS THE DISTANCE FROM THE Q P + Q + S + T+ 7" 7- IO RS-IT IS MOUNTED WITH 585-1, THE SRS-ISHALL BE MOUNTED AS A 48•X40' REGULATORY p I PE MOUNTING DETAILS • - • • OF UPRIGHT TO THE y, OF CLEARANCE BETWEEN SIGN WITH THE RS-IMOUHTED AS A PLAQUE. SIGNGROUP. • 1'-0A" for01 • GENERAL NOTES FOR 51G11 SUPPORT TYPES A. B, C, D. & F. • "S" - 1'.7W for G2 1. PIPE COLLAR COUPLING SHALL BE USED FOR ALL SIGNS SUPPORTED ON 2' AND 2 %' PPE PO573 FR2-2. FR2-3, AND FR2-4 ARE TO BE MOUNTED ONLY IN COMBINATION WITH Ffl2-1 FOR SMALL ROADSIDE S. I GNS - . ON A TYPE G MOUNT; ALSO FRZ-2A IS TO BE MOUNTED ON A TYPE C MOUNT ISEE• III for Ti TYPE G ES" - 2' - 3" lot T2 USED,2. TRIANGULAR SUP BASE SHALL BE USED FOR S!GN5 SUPPORTED ON 3• AND ]-%' PIPE POSTS. STANDARD SHEET 1. ALSO WHEN SRS-IA IS MOUNTED WITH AN SRS-4A MOUNT SHALL BE USED. • SMD ( I - I ) 3. MOUNTING CLAMP, VERTICAL CLEARANCE AND LATERAL CLEARANCE DETAILS ARE SHOWN ON • n. 4-78 iii, .a�"` o'N SHEET 5MD8-2). • 6 Q TYPE F MOUNT FOR SCHOOL ADVANCE SIGN (48'.1481 AND SCHOOL CROSSING SIGN (48'X40'1. '•° w 8 n PtIlw" 2 82 O HI CI 6p "` Ho ...arl ° I r 4. WELDED PIPE MOUNT. FRICTION CAP, PIPE COLLAR COUPLING. TRIANGULAR SLP BASE AND FOUNDATION 10 e6 / awn roma ,I.I, a DETAILS ARE SHOWN ON SHEET SMOB-31. Q GS?) IL In r..Ir 2 A. a I s I a to' MINIMUM ^ s ° I 3 6' MINIMUM 1 M 12' MINIMUM 1 3 ! Lti w c It 3 Ut l t I p I > t10' PREFERABLE ;.:I - _. 1 6' MINIMUM . 1 t w R 6' MINIMUM t qa ' ns1r E4 PREFERABLE r ' z 1 > / ! l}- • 7 ht , I lh• ; I . coo I I.; . ^ & PREFERABLE ' ;, � ; ` 1 ra K Q i `+' 0 O w w w w EDGE OF USABLE v o a a aV w / SHOULDER co l w r, I-D w\ w 11 D s - I" t between plaque ar � � % � ' '�� " Pipe Cadr 10 0 for and any pent sign(when plaque is required) r 2" and 22" Pipe Triangular Slip Base for 3"G and larger Pipe ROADWAY WITHOUT SHOULDER ROADWAY WITH SHOULDER EXPRESSWAYS OR FREEWAYS EXPRESSWAYS OR FREEWAYS RURAL CONVENTIONAL HIGHWAY RURAL CONVENTIONAL HIGHWAY WITHOUT CURB OR WITH MOUNTABLE CURB WITH UNMOUNTABLE CURB LATERAL CLEARANCE OF . SMALL SIGNS TO THE RIGHT OR LEFT SIDE OF ROADWAY :u AK / or I � _ a IIIIIII1 A B NOTES : 1, EXCEPT AS NOTED, ALL CLEARANCES APPLY TO BOT11 RURAL a `� tJ r - AND URBAN LOCATIONS . w , d T I Rib Y Rib c0ci Pipe collar coupling B 2 , GENERALLY, WHERE PHYSICAL FEATURES OF THE ROADWAY for 2" and 2z" pipe — WILL PERMIT, MAXIMUM LATERAL CLEARANCES ARE TIIE MORE i— t _ DESIRABLE . FOR FRONTAGE ROADS, HARPS ACID OTHER COH- .; Triangular slip base for X ' X 5" _ NEETING ROADWAYS, LESSER CLEARANCES MAY BE USED, BUT 3" and larger pipe I6 Ne GENERALLY NOT LESS THAI SIX FEET IS PECOMMENDED BE- Thread TWEEN THE EDGE OF THE TRAVELWAY AND THE EDGE OF THE 2"R Y SLOT TO HOLD HEAD OF 5/16•• $0, HEAD DOLT, THE DOLT SHALL 1 VERTICAL CLEARANCE OF SMALL SIGNS '� BE I" LONG FOR METAL SIGNS AND I LONG FOR PLYWOOD I I SIGN . AT INTERSECTIONS, SIGNS SHOULD RE POSITIONED SIGNS, WITH FULL THREADS•A MEDIUM WASHERiAND BALM. STEEL CR IN THE HOST OPTIMUM LOCATION FOR ARANCE FTC. ALL TYPES OF ROADWAYS ALUMINUM SE LF_LDLKINB HEX HEAD HBT. THE BD r HEAD MUST x Hor TURN IH star. I" 1 1 3 . WHERE NECESSARY, AN ALLOWABLE VIEWING R CLEARANCE OF TWO FEET PAY BE USED IN URBAN LOCATIONS 011 CONVEN- C TIONAL SIGN IS *Rilb Sign Face �� 4 . WHERE A S[GN IS TO BE LOCATED BEHIND GUARDRAIL THE 14 / ALLOWABLE MINIMUM CLEARANCE MAY BE USED, MEASURED Rib FROM THE FACE OF THE GUARDRAIL TO THE• NEAR EDGE •OF Sign Fac —k" THE SIGN. 5. LATERAL CLEARANCES OF SIGNS MOUNTED OA LEFT SIDE OF w U — BOit ROADWAY ARE THE SAME AS SHOWN ABOVE WHERE SPACE WILL LOPJlwashe PERMIT. ®Approx, Bolt Length Pipe Size UDOLT TO BE MADE IN ACCORDANCE WITH STANDARD I'Gall thread Tn _ 2-g" 3� yp Section Y-Y MANUFACTURING PROCEDURE. 9/n DIA. STOCK IS PERMISSIBLE, bolt Wilk 1"0( g „ 4" i AMERICAN STANDARD REGULAR SEMIFINISHED HEX. NUTS 5 Ihreatll la h 216 1 B SPITING LOCKWASHERS. wosher,ond nut pPos per' Pipe Clamp CaStin Dimensions for Mounting Clamp Pipe 2 s" Z₹ A P g 1s° STATE DEPARTMENT OF HIGHWAYS Bolt Length Clomp Section X-X Standard A B C D E F G K L RI Rz t AND PUBLIC TRANSPORTATION costing 3 3„0 Pipe Size to be adjusted to fit' I „ 5x 5 " 3 " 2T„ 5T" 53" field conditions PIPE CLAMP CASTING SHALL BE ALUMINUM ALLOY Al144 . 0 OR 356,0-F . 1 T 3sA 2sa T 16 16 Is a 2994 3z 64 6a 1 „ 9. 9 " 1 .. T " 3 „ 5 " T " 63" 31 " 150 PIPE MOUNTING DETAILS ALL SIGN MOUNTING CLAMP PARTS NOT FADE FROMALUMIt1 SHALL BE 12 3 32 23z I" liss Is 1$ a 216 6a 3z I6 GALVANIZED STEEL IN CONFORMANCE WITH ASTM ST A153 OR STAINLESS „ y" " n " T" Ex 1 T." STEEL, 2 " 3a - 2�"4 1 12" 1 I B 2 I6 I " 2 6 Ise ' , 16 FOR SMALL ROADSIDE SIGNS 2 Z .. 4y " 3gx 2" , Iqx z „ 4 " Ix 36„ 13. IZ „ I6x•G°N. steel "ml"°m .Bt-H°LW, sign Face SMD ( I- 2 ) 7" Tx I " 3 " 5 " I " 13x 25" 13" 3 " H... E Bx MOUNTING CLAMP DETAILS 3 " ag 3g 2₹ ! � a I" 3 � I32 Is IT ,xrwr r,w" ° ," rr Typical Detail of A^e.I, °"' HItm cf2w ° ° z� +x . tiro 2 -02 • Back To Back . Mounting Of Signs ePxr. Roa 17 �1 n-PCJItAY 13 • r • WANGUlAR SUP GASENOTES; 0 IrlangUlO( Provide holes in cross-arm for galvanizing drainage p Th UMNO DEVICE MAT CONSIST Of WELIBED RAMbs on A Cross-arm of Slip BosePrimary Cap CONICAL SHAPE FORMED MTOTf1ECENTENOFTf1EB0TTOM pipe mount - Direction Frfctlpo� FGoiion BASE PLATE. — Oa Ca .... _ - of Traffic 17 THE.TOP PLATE OF THE TRIANGULAR SUP BASE SHALL HAVE - - - THE E EXTERIOR DIMENSIONS AS THE BOTTOM PLATE. Cross- arm Crimp and trim post to fit THEUFTING DEVICE SHALL BE A PART OF THE BOTTOM PLATE 0 0 TOP VIEW '�' diameter of cross-orm NLT. A HOLE EQUAL TO THE INSIDE DIAMETER OF THE SIGN . DST SHALL SE CUT THROUGH THE CENTER OF THE TOP CLARE WITH THE ROLE EDGE BEVELED AS DETAILED. The cross-arm of the pipe mount should . ... . . . . . . . ond i be parallel to one side of the triangular Past Tee Mount Support Sign I g₹"nominal I pipe' pi THE TOP AND BOROM BASE HIRES 'AND UFT1NN DEVICE - Post SHALL CONFORM WITH THE REQUIREMENTS OF slip base, and opproximalely perpendicular A4S.T.M.AJE, A441 on Pelt GRADE so. to the direction of traffic - ,_ Hex.Head Nut O ALL STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCOR' i" Frlction Cop 1DANCE ANWfTH ASTM AT53. THE ENTIRE SUPPORT SHALL BE THE TOP DOWN TOA MINIMUM DEPTHOf Top of sign (See Note and DeiaiO I Washer Bp INTO THE FOUNDATION. AU NUTS, BOLTS AND WASHERS ORIENTATION OF SHALL BE GALVANIZED IN ACCORDANCE WITH THE ZINC or marker A" PEIGIISONOFATMB+e<. TRIANGULAR SLIP BASE Intermediate End Qe AILIRGfITRENGTH 00 TSSIIALL LONFORMTO ASTMA]25 Upright Upright IASTM A4}B MAY BE SUBSTITUTED FORA5TjA-AJ35 PROVI0. ED PPOPEN BAIT HEAD, NUT ANOIOR WASHER CLEARANCES s No Washer NED ALL IGHTRENGmN SSMALLBEG? Provide holes in cross - arm O %z Boll Keeper Plgle • SUCH CAPACITY AS TO DEVELOP THE BOLTTn3xTH. for galvanizing drainage A g Crimp and trim post to fit • A t, Lifting Romp eo = o diameter of cross - arm 1 LIiNd PROCEDURE FOR ASSEMBLY OF BASE CGHNETIOM • 90 TJ 6ap I. ossE LE POST TO STUB WOH BOLTS AND WGH ONE CUT WASHED —I^I . VI613/321 [' I H EACH BOLT BETWEEN PLAUS As sHowN. Triangular :M yr SHIM As REQUIRED TO PLUMB POST. Cross arm Miter Joint ; 2. IHTEN ALL BOLTS THE MAKIMUA POSSIDLE WITH Ir TO I5• Slip Base �_ _ 1 , —] WDSFtef ENCH TO BED WASHERS ANDSHIMS AND TO CLEAN.BOLT THREADS, M r� /R• 1 1 S THEN LOOSEN EACH DOLT IN TURN AND SURITITEN BOLTS IN A t Stub SYSTEMATIC ORDER TO THE PRESCRIBED TORQUE of +sD RCH ) I z —post Posto POUNDS, DO NOT OYEPi1GHTEN. J 'E I I , GL Fork Mount Support C, I I 4. BURR THREADS AT JUNCTION WITH NUT USING A CENTER PUNCH TO _ s„ , , PREVENT NUTLOOSENINO' Permissible I l ern o, ; I g q22 H. S. Hex. Bali p , I . Non-reinforced in D a` 1 ` 1 1 (3re uired,with Shop S lice I ( 1 3washerseach) ' I _� CFooting �- ' WELDED PIPE ' MOUNT DETAILS 13 •D I 4 -.. -, NOTE: THE CONTRACTOR AT HIS OPTION MAY FURNISH STANDARD WEIGHT PIPE • TOQ o( fOundDlloR lE • M CONFORMING TO ASTM SPECIFICATION A530. A501 OR ANY OTHER STAN Ond finished gmdB HRa lu i� N BARD WEIGHT STEEL PIPE. EITHER OF ELECTRIC RESISTANCE WELDED OR Sign Post & Stub Post Elevation 1 Y I SEAMLESS TYPE. WITH A MINIMUM YIELD STRENGTH Of ]5.000 PSI AND A I =ry MINIMUM ELONGATION OF 15 PERCENT IN 2 INCHES: AND SHALL HAVE OUT DID. SIDE DIAMETERS AND WALL THICKNESSES WHICH ARE EQUIVALENT TO OR • BETTER THAN THOSE SPECIFIED HEREON.• [+ •�'=� "' Triangular Slip Base TRIANGULAR SLIP BASE Foundation Details ALL PIPES TO BE WELDED SHALL BE OF WELDABLE QUALITY. 8 " TRIANGULAR SLIP BASE SHALL BE • USED FOR SIGNS SUPPORTED ON Y' GENERAL NOTES: SHIM DETAIL DIAMETER AND LARGER PIPE POSTS. B DESIGN CONFORMS WUH AASATO. SPECIFICATIONS FOR PIE DESIGN AND FURNISH 2•^.012'i THICK AND 2 .0]2"L CONSTIUCTION OF TRUCTURAL SUPPORTS FOR HIGHWAY SIDES. ON ` s ,y NOTE - THE BEVEL END SHALL BE TANGENT THICK SHIMS PER POST. SHIMS SHALL BE i't TO THE BOLT HOLE. ANY MISALIGNMENT N FABRICATED FROM BRASS SHIM STOCK OR • MATERIAL AND FABRICATION SHALL CONfOPM TO THE REQUIREMENTS Rolled Crimp to SHALL BE REMOVED BY GRINDING. FACE OF STRIP CONFORMING TO A.S.T.SHIM S . OF IRE SPECUIMAf1ON5, PI a O.D.+-025" 3.010" Rolled Crimp BEVEL SHALL BE' FINISHED TO A MINIMUM 30° 300 ' HERE SOLID ROCK I5 ENCOUNTERED, FOOTIUO SHALL BE PUN DEPTH OR to engage engage pipe 0.0. SMOOTHNESS OF I . 500. EXTEND TWO FEET MINIMUM IMO THE POCK pipe O.D. Friction Cap Details NOTES: Parallel to edge of road FRICTION CAPS MAY BE MANUFACTURED FROM EITHER HOT ROLLED OR COLD 30 30 ROLLED STEEL SHEETS. FOR ALL PIPE SIZES.THE MINIMUM SHEET METAL L 24 Piaedard Threaded STHICKNESS ALL ES SIZED AND FORMED E. Pipe Co11af Si R POST THE RIM EDGES SHALL BE REASONABLY STRAIGHT AND SMOOTH. CAPS P 9 SHALL BE SIZED AND FORMED IN SUCH A MANNER AS TO PRODUCE A ORIVEON _ -IN —Coupling FRICTION H SHALL AND HAVE NO TENDENCY TO ROC WHENWHEN SEAIWROTECT ON THE PIPE. Tack Tack - THE DEPTH BE SUFFICIENT TO GIVE POSITIVE PROTECTION AGAINST ,Stub Post WEId ( Weld ENTRANCE OF RAINWATER. THEY SHALL BE FREE OF SHARP CREASES OR ^ - Below _ INDENTATIONS AND SHOW NO EVIDENCE OF METAL FRACTURE. A A CAPS SHALL HAVE AN ELECTRODEPOSITED COATING OF ZINC IN _ Slandafd ACCORDANCE WITH THE REQUIREMENTS OF A.S.T.M. SPECIFICATION AIEA, 1' 60° 60 h - Tack Welds to be Threaded Pie TYPEGS. ' approx. 160° apart rtr P \ /. . Collar Couphn Tro--seat weleap . Section A-A 's /�' � ith ends -grouna _ � a A, `R* STATE DEPARTMENT OF HIGHWAYS Moo 01A' A ' Coupling Shell Be Flush Or ( I AND PUBLIC TRANSPORTATION rp. Projecting o maximum Of —A 1 I N o �^ I — Top n " Plug weld \ I Above Of Foundation. t6 C 3z R , 1 1 - Concrete PIPE MOUNTING DETAILS � ° _ t: 1 t i r Footing in.lx ) ho]a �o -t- Permissible11n Inn hanom plate wehinw olp. Hmes I Shop Sp I FOR SMALL ROADSIDE SIGNS the inside radius of the slub iD ' [post for goiv. drainage I- 3 , 3, 3 to ' 3 � oa� SMD ( i 3 ) 10 Boll Keeper Plate Detail SSlRc `h tC0E..L s,0 no s„, R BREAKAWAY PIPE COLLAR COUPLING . Pn+.IN= ,.,., ^-TB P I ^ " eT V 16W A — A Boll Keeper Pblesholl be 30 go. gotVoniud Sheol steel. Let T NC HAASP I? s cRp qt(z \ 51 PIPE COLLAR COUPLING SHALL BE USED FOR ALL SIGNS SUPPORTED ON 2 1-62.If Ia xxlnnc1a vN and 2W DIAMETER PIPE POSTS. n::*' X03! lZ° m MCI I 14 SPECIFICATION REFERENCE TABLE 34 " - MATERIALS AND TEST SPECIFICATIONS (D-9) 3 TYP I CAL REFLECTOR UN i TS FLE% ISLE DELINEATOR & OBJECT MARKER POSTS OBJECT MARKER TYPEIORIYEABLE & SURFACE MOUNT TYPES) 0-9-4400 OBJECT MARKER TYPES I and 4 FLAT SURFACE REFLECTIVE SHEETING, TYPE C (HIGH SPECIFIC INTENSITY ) D-9.8300 NON-REFLECTIVE BACKGROUND COATING D 9-8600 DELINEATOR AND OBJECT MARKER R 8500 u•. E Yellow 6. Noses Reflective - -_--,� 8 ' _ �/e • F2e TES: (typ) S. tors shall be uniformity placed not less than J 6 , ® Inside dia. feetnor more than 8 feet from the edge of shoulder v ; 4 b /is ° x ))/mounting hole face of uthan ae curb. They may be placed Ii 21 • `¢ 36 � ^ ine with guardrail where guardrail Is used. Block by 4B k y) markers shall be located at points designated screen • 10 Aluminum bolt with process3 ' = /u plan. Aiunlmum vandal rests- \ n used for marking objectsIn the roadway or 8 .w4ks or less from the shoulder or curb. The mounting toot nut or Aluminum Dap 3 w Type tale Class ( 1 ) type (m) . Class 111 height to the bottom of the object marker should nng- rivet. 6' IE— 3 molly be 4 feet above the surface of the nearest ti 2' 2 traffic lane. When used to mark objects more than 8 4' 0' 3 ' dia feet from the shoulder or curb, the mounting height min Center Mount Two 3/e ' 0 Holes 5'/r , , Vs • to the bottom of the abject marker may be 4 feet Reflector Unit 3, 0, above the ground line. i When abject markers or markings are applied to 0 Winged to Pavement �� hazardous object which by its nature required a lower �,. • Channel 4' -0^ • surface Type ( b ) or higher mounting• the vertical mounting height may Post min vary according to need. 2 Ibs/ft i • 2Y4 ' : �/a ' 31 Hardware shall be galvanized steel , stainless steel , Aor aluminum, except as noted. Pavement Type la) , Class (2) Type (t) , Class (2) 4 ) posts for supporting delineators and object markers surface shall be In accordance with the Department Material Ground Line •��\\ y -g• Type ( a ) Specification D-9-7130 and details on Standard Sheet min 0 & OM (2) . 5) Type I . 3 and 4 object marker posts shall be 2 lbs/ft Type (a) - Reflective sheeting with pressure sensitive backing. For certain winged channel In accordance with Department 2 al (non-flexible post) applications, reflective sheeting may be direct- Specification 0-9-7130. Ground Line min ly applied to mounting metal , plastic or fiberglass bookplate with 61 Delineator and object markers shall be in accordance TYPE I and 4 object Markers shall consist of Type (b) Center Mount Reflector 17/64 ' square mounting hole. with Department Material Specification 0-9-8600. Units mounted on 0. 080' thick sheet aluminum conforming with ASTM 8-209 Alloy OM - 3L CM- 3R It Is the contractor' s option to provide Class ( 1 ) or Class (2) re- 6061 -T6. TYPE 4 OM 4R flective sheet ) Al In accordance with Department Mdoterial spec ca- TYPE I OM'1R RLion D-9-8600. All reflector units per deilneotor or object marker re- 8 ' x IB ' 18 ' x 18' Slgn blank to be . 080' thick sheet aiunlnun confonntnq to ASTM 8-209 Alloy 6061 -T6. shall be of the same type and class of reflective sheeting. Reflector Unit - RED Reflector Unit - YELLOW Background - (RED - Non- Reflective sheeting. sholl be in accordance with Department Material Specification, Type (bl - Centernaunt acrylic plastic prismatic reflector. Background - (YELLOW - Non- Reflective) D-9-8300e Type Co Reflective) post r DELINEATORS Delineator OBJECT MARKERS TYPE 2 Pavement 3' to 4' DOUBLE D - DY or D - DW surface YELLOW ( R - reflector Unit , P - panel ) SINGLE D - SY , D - SW or D - SR Double delineators nay be constructed of one large or two smell reflector units. 2 to Be 2Y ' 3 ' 3. V 2Y4 ' 2Y4 ' 3' A ' •/ 3e 3• 2Y4 • Y I"`2 V k •I OM - 2SR OM- 2VP {._ FHI 1-al -T' F 2Y4 • `�, Edge of paved Ground 2Y3 • 3' 6' 2Yi • 2Y� ' 8: 4 ' i • a surface see Line 20 i2Yt ' 4' 1 IMax - Max TMax Nate Imin Max 2YJ ' .�4 ' Mlt 2TYPICAL INSTALLATION 2� I 'MaxMax 2Y 1.Max 4 •11011 11011 I a 11011 S STANDARD PLANS b a a b TEXAS DEPARTMENT OF TRANSPORTATION Type a A 2 n / a i I 2 2 n / a a o b a Class I 1 2 DELINEATORS & Type Post WC FLEX WC FLEX WC WC FLEX WC FLEX WC Class 1 1 2 2 n/ a I 2 OBJECT MARKERS WC WC . FLEX Length of post may vary to meet field conditions. D & OM ( I ) — 92 Post WC FLEX WC FLEX ( I of 2 ) REFLECTOR UNITS : W white , Y - yellow,t t ow, R - red B I fe+. "^ ° ' WC -wing channel post ( I . 12 Ibs/ ft > a. LR/Mi1KW'[ „1p° 14f 1 6a ^°��gjnbw¢, E� B 'L WC wing channel post •t ( 1 . 12 Ibs/ f t ) -82 0„„ sk)w1 FLEX - flexible post ( driveable and semi - driveable ) qN 492 PSJ5 szo 'jz4odi h FLEX - flexible post ( driveable and semi - driveable ) wisdom of Molntenance and operations 20A 34 " PLAN VIEW OF BIDIRECTIONAL MOUNTING DELINEATORS FOR FLEXIBLE POSTS For Single Del Ineators Only CURVES OR TANGENT SECTIONS Post oriented as directed by Engineer ) I/ . Steel carriage bolt with steel vandal resistant p o f nut and one flat washer, galvanized per ASTM. p %r 2 Ib/ft Winged Channel Bracket (see detail below) a ly} 1st p 2nd Curve 2nd Ift Reflective 3rd SOa°as Spaces laa9egt 3rd Reflective material'(�Qeox S°ocosmater to IType (b) Center Mount Type (a) Reflective Reflector Unit Reflector Unit The delineator spacing, S. an the curve Is found from theformuic S•34R-56 • where R is the radius of the curve Inmaterial yond. hee uivet rea2es iii.iiedlotelypacesce of and be- Post tBosefond the curve are 2. 0x5,S, the secoondd spaces ore 3. 0x5, Post Body• 10 Aluminum carriage bolt (TYPICAL REFLECTOR UNIT TYPEand the third spaces are 6. OxS but not to exceed 300 feet. with atuninun vandal resist- (a) OR CENTER MOUNT REFLECTOR Distance for spaces rounded to nearest 5 feet. Post ant nut & flat washer for UNIT TYPE (b) ) 3-4 each bolt or Aluminum min• Pop Rivet. Spacing for HIghway Dellneotors on Horizontal Curve Bogroe Radius m SpacIng m spacing In Advance of and Beyond Cures B B ID I RECT I ONAL BRACKET of Curve Curve First Space Second Space Third Space C mi7 � Curve Feet Feet Feet Feet Foot 3Yf/. ' minlmm I 5730 225 300 Q.. ~ 2 2865 160 Drive Anchor -----�� —y 1 3 1910 . I 30 260 300 � II I • MIn, 4 1433 I10 225 \ / 1 _ 5 1146 100 200 Bose K Marker ��° II/t 5\o IXe • ' yp • 6 955 90 185 275 Base S 300 q. Hole 7 819 85 165 250 ' / >I 8 716 75 155 230 Driveable or I ' Flat ELEVATION 9 637 75 145 220 Seml - Driveable Pavement Surface Mount Guardrail Post /s • Galvanized structural steel 10 573 70 135 205 Delineator Posts Surface mounted delineator posts may use epoxy, or hot bituminous adhesive Surface Mount STRAP LENGTH • 6 ' MIN. 11 521 65 130 195 Install to to mount post to fiat surface. PLAN V I EW 12 478 60 125 185 manufacturer' s recommendations PLAN VIEW OF BREAK AWAY CHANNEL POST MONODIRECTIONAL RECT I ONAL MOUNTINGS For Object Marker Types 1 . 3 and 4 For Single and Double Delineators and (where specified In the plans) Objct Marker types OM - 2YP ( a ) & OM- 25R rt Galvanized Winged Winged Charnel 2-^ 10 Aluminum carriage bolts Channel Stub Post with hex. head, hex, nut, one plain washer, and one lockwasher for —• each bolt. Adhesive backed Min• 2. 0 annel r winged Channel Winged Channel reflective unit r/ • . I IL o Stub I . STANDARD PLANS • ` Object Marker TEXAS DEPARTMENT OF TRANSPORTATION • ®a Galvanized Winged 2• -g. i Channel Post min. L /z Length of post may vary to meet field candl + Ions. DELINEATORS & Ground Ilne Xis ' Standard Galvanized OBJECT MARKERS Adhesive backed or Zinc plated square reflective a unit or hex, head machine PLAN VIEW bolt with nut, PARTIAL ELEVATION ( 2 of 2 ) D & OM ( 2 ) 92 © Not less than 31/4 % 1 PLAN VIEW .•Lc.. K = •'• i -61 ,a ,^ AI PC Various Cross Sections may be furnished If projected a,. ,lnna) v aIZ •,..,,vim 91 ) f' PSG .nw•A• 2- 82 width of reflective unit appears to be 3 ' • �s/e ' • ON 4 • 92 HN A'1215 azo12 Division of maintenance and operations 200 3 STEEL BANDS STEEL BANDS O Q O ' Q . Q o000000 Q Q Q Q Q Q OQ Q Q Q Q Q Q Q Q Q Q Q ® TACK WELD TO B'MflEL- Q Q ' Q Q V Q 0000000 Q Q Q Q Q Q Q Q Q Q Q Q Q MINIMUM 1011 TAPER Q Q MINIMUM 10 :1 TAPER SEE VERTICAL Q Q Q U O O 0 0 0 Q a CABLE SUPPORT 6" MINIMUM BARREL WALLS ( DETAIL F ) BARREL SPACER BARS PLAN GUAR DFENCE - HEAOWALL ( SEE DETAIL L ) ATTACHMENT SHOE PLAN SHOULDER EDGE IH 4 ITIE REINFORCING TYPE R° DESIGN (SEE DETAIL K) p ACK WELD TYPE IITII DESIGN STEEL BOTTOM (IYPI AND BOTTOM (TYP) i" % I4 HEX HEAD BARRELS WELDED AT TOP . STEEL BOLT a NUT CABLES B BOTTOM CONTACT POINTS EXTERIOR PLYWOOD • T+9ua 12" DIA. STD. GALV. ENDS TO BE FIELD BENT AND BLOCKS 2° % 2° X 'T' PIPE SLEEVE WELDED WITH 2. OF 14 FILLET 4 " DIA.. ' T• CAST IN BUTTRESS TO OUTSIDE RIM OF BARREL CABLE ANCHOR 9'THREADS ' DETAIL A, B,C, D, E, H, OR J 4" x4" x3/e PLATE TACK WELD EACH - � " 'N ATTENUATOR BUTTRESS STEEL WASHER CHAIR TO TRANSVERSE 2 PAIR (4) 9' DIA. STEEL CABLES MINIMUM HEIGHT 3'- 4" 2" DIA. STEEL W/TWO HEX NUTS CH REINFORCING BAR BARREL SPACER BAR BUTTRESS WASHERS END OF CABLE USE ONE 4' STD. GALV. FASTENED WITH 3/M" x 7 " ROCK STEEL LB CHAIR DETAIL L 3 CABLE CLIPS _ ANCHOR W/ HEX NUT EACH BAR CHAIR SUPPORTS AND THIMBLE ?. I i';. 3 - 3/4" STEEL BANDS ELEVATION 4" xa" x3/B" ; 'a,i'd :_.:''; TYPICAL CHAIR SUPPORT ON EXTERIOR OF ATTENUATOR VERTICAL CABLE PLYWOOD BLOCK POP RIVETED TO EVERY 3RD (SEE DETAIL I ) " WASHERS BARREL TYPICAL VIA LAYOUT SUPPORT W/ 2 EYE BOLT DETAIL DETAIL I DETAIL F CABLE ATTACH PLATE DETAIL G SECTION A-A GENERAL NOTES �' THICK PLATE DflILI ' DIA. HOLES 1. All CABLE FITTINGS , ANCHOR BARS . BOLTS. NUTS, MASHERS AND MISCELLANEOUS LNRWARE SHALL 3 BARS (06.BAR X 2'-0 ) CONC. 2 y � BE GDOLTSISHA. Et ACCORD W1Y BE IUANESHEDAJZS BLACK, UNLESS OTHERWISE SPECIFIED. NUTS SPACE AT 4" 3 IN CONCRETE DECK MO DOLTS SHALL BE IN ACCORD HIiN AStM • PJ25. 30• TO RECEIVE BOLTS \ j 0" DIA. 0.H. FOR '�'" DOLTS 2. STEEL CABLE NRNISIIEO SHALL BE AT LEAST ULD INCH LX ONED ASR I T B HAVE A GINEER, BREAKING STRENGTH OF 20 TONS. CABLE SIIOULO BE TEN510xfS AS DIRECTED BY THE ENGINEER. " 0 e °' ' D ' ' " ' O4O u III �j. . 3, STEEL BARRELS HILL BE INTERCONNECTED AT THE TOP AND BOTTOM AT ALL POINTS OF CONTACT ANCHOflBAR ° O ' • d '0• 0 p •' IIlh 'O . n CABLE ATTACH. 1₹ I I I � BY BOLTING OR WELDING AS DIRECTED BY lilt ENGINEER. MIEAE PAJACIUT BARRELS ARE NOT • • • ,. . 0 ', I 4 - 4" DIA. % II" IN CONTACT, SPACER BARS SINLL AE PROVIDED AND ATTACHED 10 THE LOPS AMR BUTTONS OF �. . � � . • •p 11111 .0 . . , 11 L • ,0 . � � A325 BOLTS PLATE I I �m11 B" (SEE DETAIL E ) ONO � ' i 0 fli . ' Q • O5IP� 0 e'0 WI LOCK WASHERS (SEE DETAIL J) 3 1 ' o •� . 0 v . D • �• • • a I 4. BARREL CRUSH STAENGTII IS DETERMINED BY HOLE OMSCUT. t$ SIZE IN TOP AND BOTTOM OF EACH a HEX NUTS (BOLT HOLES - - + — . BARREL. BARRELS VI7H 20 GAUGE TOPS AND 80110MS SHALL BE SUPPLIED WITH 7 INCIH SIPMETER 6"%7"X " PLATE UNDER SLAB 4" THREADS 2,_0„ MAY BE OMITTED) I }" A I I A HOLES ON TOP MD BOTTOM. WHERE USED PAINT BARRELS 'AAE PROVIDES. MOLE SIZE SHALL BE ° 0 13 1/2 INCHES IN TOP AND BOTTOM FOR BOTH TIGHT MO LOOSE HEADED DRUMS. RIM CLAMPS ON 1 4 LOOSE HEADED DRS SHALL OE DISCARDED SPECI AND LIDS ONE TO RIMS WITH EIGHT RAND TH SPACED 1- INCH BEPPS, UNLESS OTHERWISE SEO, BARRELS NEED NOT BE GALVANIZED ARID THIN ( FOR EXISTING BRIDGE SLABS) 4 �THH EE SIDES 2 " BASE PLATE I a" LAYERS Of PAINT RESIDUE IN PRIM! BARRELS NEED NOT BE INTEVED. UN RUST SHOWN DAREATO BE DETAIL D ELSEWHERE ON THE PLVIS, BARREL EXTERIORS ARE TO BE PAINTED. ALL RUSTY AREAS PPE t0 BE � -1,- - CABLE ATTACHMENT PLATE WIREBRLSHEO TO REMOVE ALL RUST AND PRIME COATED WITH 2.0 MILS MINIMUM OF COMMUNIAL PRIMER. AFTER PRIME COAT IS THOROUGHLY DRY , ALL EXTERIOR SURFACES SMALL BE PAINTED WITH 30' ( TOP VIEW ) A MINIMUM DRY FILM THICKNESS OF 5.0 MILS OF COMMERCIAL. GLOSS ENAMEL, WHITE IN COLOR UNLESS DETAIL J OTHERWISE SPECIFIED. ELSEWHERE ON TILE PLANS. MIEN THE BARREL 15 REWIRED TO BE REFLECIORIZED, ( BRIDGE SLABS OR CONCRETE SHOULDERS ) HEAT B BEND AROUND AS SHOW'! ELSHEETINRE ON THE GLTHE, USTREMENIS OfON PARTMLI. NE ACHIEVED MT WITH TYPE A FLAT SURFACE REFLECTIVE SHEETING RM THEIIG THE ARERECIOfIS TOfI NDEPARTMENTAL HEVE SPECIFICATION 0SURFACE 6" DIA. PIN _ AFTER PAINTING. THE COLOR OF THE REFLECTIVE SHEETING SHALL BE WHITE UNLtSS OHHERWISE SHOUN , DETAIL A THIMBLE ~ ELSEWHERE ON THE PLANS, TOP OF T„� (2 RE00.) 2 PAIR 5. CONCRETE FOR THE INSTALLATION SIIAtt BE CLASS A OR CLASS C CONCRETE. CONCRETE ANCHOR RAR UNDISTURBED , , . " �% ° • 33�u o- - "� (SEE DETAIL E ) GROUND 7 CONCRETE (SEE BAR TO DE ° SANDBLAST BASE PLATE / t 3"3 -( ANCHOR ° MP 10 DAR A- 615 GRADE AND CONCRETE SURFACE. / rF'-�2'-G ' . . _ _. _. B CABLE n _ I :;;r 60. HOT DIP GALV. APPLY EPDXY A - 103 2 'X PUS+ HOLY SLOT U 3' AFTER BENDING FOR EXISTING BRIDGE SLABS - EPDXY PLATE NEUTRAL AXIS g^ pt 114" 4U" 4_I "( STATE DEPARTMENT OF HIGHWAYS GRADE 60 � ' •• • F e � '• •CONCRETE `'may _ I I_L AND PUBLIC TRANSPORTATION # 10 BAR, 5'0" ' - N0. 3 SPIRAL X DETAIL H I I 1 - � TOP - (HEAT B BEND) OF SLAB 1 yl f- I ° DIA. AT (_ "i m � _ 3�" tOl•=�^ VEHICLE IMPACT ATTENUATOR I ' � 1i 6" PITCH - 1 HEAT B BEND I __-— I I 32. 4 + 1 " I . R"Sd' FLAT TURN --- - TY ' .:^ PLATE - - __ — I ' L f— 2 TOP B BOTTOM 4 - N0. 4 BnITS I� 3 I . I I H CRASH CUSHION DETAILS BOTTOM OF SLAB DIA. _ "' f'- rL 3"XM"SLOTS r2. BEAM I' DIA. HOLES , . -••� 6�'�3 j340154�"•-- ( FOR ROADWAY B ROADSIDE) ELEMENT ( ANCHOR . BAR) GUARDFENCE - HEADWALL ATTACHMENT SHOE ( NEW BRIDGE SLABS ) DETAIL C DETAIL E VIA ( CCD) - g3 DETAIL B CABLE ANCHORS DETAIL K NA ° "a ° ,KK �KN"9x ,i KXN ° 116" dlZ 12215 KTn A- 49 U A 6 Y i 6 3 I_ 6' 3 • I 6 ' - 3 • I 6 ' - 3 • 6 • " 3 • NORMAL Fes- 3 • _ SPACING • 2 ' - I ' _- V I z ' - 1 ' I 2 ' - I ' _ 2 ' - VI 2 ' - 1 • 2 ' - I • I 2 ' - 1 • I 2 ' - 1 • I 3 • - 1%_j. 1 ' = 1'f 3 ' - P/ ' _ f CONCRETE RING GEr;ERLL K31E5 )DD 1 . LEITH 11S REOUIREDS O 1 EITHER AP?,•i3;.CH TERI.IR 25 iNALOT LE ANDHEITHERE 10 OR212iGAT UGE. 2. 1.' 1111 ^l.! LEI:GiN OF PLRCEI:ENT EOUALS 100 FEET EXCEPT !HERE BOTH ENDS ARE or::;LCTED TO A u: LsPOSITIVE EETR IER IORIOGE DI IL , OTRL ETC. ) AN NP SII1 LD4GTH 0: PLcTED TO AOPSS 75 FEET tHERE I ONE EI:D IS CCIB. ETO TO A POSITIVE A -• 6ARRIER. B .�-•—•---••- DIRECTIOX OF TRAVEL r COLT AND UT W1 TH 3. Y.HEN THE ROID'CLY SURFACE IS ASPHLLT. PLYT003 SHALL BE PLACED UNDER THE <- D• 6:.fiTICRELS TO PREVENT DLMAGE 10 T PERMANENT ASPHALTIC PLVEMHT, PLLi ! V IEP: _ _ _ 1 /• � IDLE IN SPACER AND �CO.';CRETE 4. IOCRT IC'{ OF 6AF.lEL A']JI;TED GUARD FENCE IS SHD::N ELSEHERE IN THE PLANS. ' /, I I /. CIi. / (: I i O 1. I L - (: /• I L - / TRAFFIC 6ARRIER. BOLT LENGTH 5. RAIL ELEMENT SPLICES SHALL EE LAPPED IN THE DIRECTION OF TRAFFIC. C,� GL)• � ;, 1 . � I L• -11 . . 1' :' I C L ( .I , 1 , I ;: P C THROUGH THE FULL THICKNESS OF 6. RAIL SPLICES SHALL EE COECTED Y:ITH THE NORM4L_ EIGHT I '/ ' 10::G OVAL NI THE NUT AND I:O MDRE THAN SHOULDER CUTTOH HEAD COLTS TOUCH ARE IN DIAMETER. B� 711.!"�R T - BEYOND T.CONCRETE TRAFFIC BRRRIEfl SPACER � 7. BARREL OP TR I:O IO.I BT 6A 3 , EXCEPT CLOSEA BRIDGE SHALL I BE USED AS SHORE TO CUTT5II 10L INTO A CO:;::ECT10`: 1'. 1 TH A BRIDGE RAIL. GUSED \ TRIFFIL OLGfl IER, OR 5N.H LLE FIXED C3JEC T. THEN USED AS A TRANSITION SPSCN;G OF- B4F.-SL, SHOULD EE iFP.C:A FRJT CARREL , ONE SPACE AT 25' , BARREL 3 SPICES AT 6' -3' , 4 SPACES Al 3• • 1'/ - 4ND B SPACES AT 2' • 1 ' . : : t_... . 8. DRAINAGE HOLES SHALL BE OR ILLED IN THE BOTTO:A OF THE BARRELS TO ALLOW CO ^CETE Ti LFF IC BI.R' IER i 2 ' FOR DRAINAGE OF 1:ITER. Y:HEN ATTACHING RAIL ELEI4EUT6 TO TRAFFIC BARRIER, SHO'i; ING BLOCKOUT 9. APPROACH END OF THE TEL.'?ORRflY EARRIER SHALL BE FLARED AI':AY FROM THE B A 4 ' X 6 • ' X t4 • TREATED ENTS T SPACER SHALL CE REQUIRED AD 1 '�2P /4 14 / � BARREL BOLT SLOT n ROADY:IY AHD SHALL BE TREATED AS SMOi:N. THE RAIL ELE4'ENT SHILL BE 'EXTENDED AN RDDIT IOHAL 12 ' - 6 ' NEUTRAL AXIS I I I ; I I X 2 �i ' 10. IF THE BARRIER IS USED AS A CHAN '_L 121 !:0 DEVICE IN tIIGHTTII.!E SITUATIONS, DBEYOND THE EMENTBLOCKOUT.SHA IT SHILL GE SUFPLEA"NTEO DY DELINEATION OR CHCN:;EUIItG ON I.!ARILINGS OR SHE ICES. f.:FLETICA PA ELS, ORS E:! NEATO AS DETAILED ED TOE RC ISDENOARp 1• 0' X II ' X �9 ' G4LV. BACK PLATE f b JJJ'I✓✓✓p� SHEETS. OR VERTICAL PAY,-L5. OR DELINEATORS SHALL BE USED TO PROVIDE . P:LSHER5 MAY EE USED IN i• ^id ? X 1'/ •. OVAL 2 . _ 6 . SURPIEI.!ENTAI DEL ( NEAT ION. . / LIEU or THIS PLATE. SHOULDER BUTTON f ) �'��_ I �1 DIRECTION • ` HEAD BOLT. FLAT POST BOLT SLOT I o r IT- OF TRAFFIC `� 1';ASH=R AND HEX rL RAIL / G � 1 !7JT - 8 EACH, R OUIRt D. �'VY.E lQi I (TYPICAL FOR EACH NEUTRAL �_3 ' t'/n&,'41/4i _ l . IC 4 • 21 II O I I 1 I • C Q; F.tf•CFF'�,EP-i I INSTALLATION. ) AXIS I 1 -! I- I.OO'`CBCOADBP \' FF. � 10P06i i \ I 1/2 . 6RRP.EL / i \5 ' �G� y '/ 1�iF' / of3/ • \ SLOTTED HOLES its 23 • CIA' X I Vie ' I -2 • X A • X • CHIN. ) . Y C O LS I O STEEL PLATE Y:ASHER 55 GALLON STEEL BARREL, 13 T '? i✓ / FOR EACH BARREL � FILLED ViITH SAND EXCEPT 1 I • DIA: HOLES TO �O i Q. `FE 3 ' x % SLOTS f 1 • DIA. HOLES, FOUR Ri. IL SPLICE MATCH HOLE PATTERN EIGHT s/ • SPLICE BOLTS LB EERIA OUTS ID FOR THREE BARRELS ON OF CONNECTOR CLEMEIJT 7/8 HEX ANCHOR BOLTS WITH OF BARREL APPROACH END (350 LBS. 0 • 1 J REQUIRED NUTS AND WASHERS REQUIRED. \ OF SAND EACH AS DETAILED : i I n TERL! INAL CONNECTOR ON OIH) . USE OF SANDBAGS `k C /O TERI.11 NA1 CONNECTOR ON OTHER THAN FIRST o ( 10 GAUGE MINIMUM) BE PE BARRELS WILL NOT 35 • BE PERMITTED. � % OVAL SHOULDER BUTTON HEAD BOLT, PLYWOOD I 27 '� C ' FLAT WASHER AND HEX NUT - 4 EACH RED- Tf BUF ' HOLES TO BE ORILLF�D IN SET BARREL ON PLYVIOOD MIRED. Ye ' A 307 HEX HEAD BOLTS MAY BUFFER ENO SECTION FOR IO 12 L/ ' 21 • WHERE NECESSARY TO LOCATION OF 1 ' CIA. HOLE PATTERN ON " ALSO BE USED. BOLTS SHALL BE OF SUF - BOLT fA5TENERS AT LOCATIONS PREVENT DAMAGE TO CONCRETE WINGS OR CONCRETE TRAFFIC FICIE14T LENGTH TO EXTEND THROUGH THE - SHO'R'N \ / PERMANENT ASPHALTIC BARRIER WILL VARY AT EACH INSTALLATION FULL THICKNESS OF THE NUT AND NO ....� SURFACE. MORE THAN YA . BEYOND IT. I . IITH DIA. BOLTWITH HEX 'NUT ATTACHMENT TO BRIDGE RAIL - , FOR EACH BARREL SECTION A -OR CONCRETE TRAFFIC BARRIER IAND5 GS. 3 REQUIREDI PER TRIPOD SANDBAGS I4 x -0 . SECTION B - B • • - 3?` DETAIL OF RAIL TOP VIEW I--I_I r---�j 2/ • •. 'P/ • ELEMENT CONNECTION OVAL SHOULDER�L, BARRELS PARTIALLY FILLED W17H SAND p' ~ - ' 1 I —1I ( 12 • TO BARREL BUTTON NEAR SEE SANDBAG SUPPORT SYSTEM DETAILS 25ECS TO �.,Y;,,-. _ \VI'WllWllNl _ NORMAL W'BT 1111 TRIPOD g- EL I 6 ' - 3 ' SUPPORT A _L7 • sPaotecl 6 • - 3 • 6 • - 1 • 1 11 ' R F ! ' ° " j- ' 1 1 4 ' BARREL CONNECTOR OR SPLICE BOLT s/D ' NUT ( TYPICAL ) "D SIDEIYIEW � SIDE VIEW I% .v 32 , POST BOLT ; SIMILAR EXCEPT LENGTH /� �i• � _�_•� , TRIPOD DETAILS SLOTTED HOLES Y • HOLES FOR Ir/a ' HEX BOLTS REQUIRED FOR TERMINAL CONNECTORI SANDBAG SUPPORT SYSTEM 14 • X 'ye % • BOLTS ( TYP. ) (THREE BARRELS ON APPROACH END) W- BEAIA END SECTION (BUFFER) -< DIRECTION OF TRAVEL • 2 • X 4 ' X 34 STEEL BUFFER DETAIL BUFFER PLATE WASHER PLAN (6 REOUI RED) TEXAS STATE DEPARTMENT OF HIGHWAYS 12 • ( TYP ) ,-J AND PUBLIC TRANSPORTATION 25' - 0• FPg � - - 6T _ (TYPICAL ) W-BEAII SECTION I BARREL ---` I -• — 1 1 -� I C BUFFER • W-SEAM ''II RE- 7 z4 -79 BUFFER / TEMPORARY BARRIER • ; II d .R 121 • /a OVAL SHOULDER BUTTON BARREL - MOUNTED GUARD FENCE 35o Les. of 1 HEAD SPLICE BOLT TB ( BMGF ) - 88 �"-'--�•'-- \ SANDBAGS IN 2- ' DIA. BOLTS 11/ • LONG ( 4 REQUIRED) NOTE . 6- YA ' DIAMETER HOLES TO BE DRILLED IN EACH OF THE /WASHER ON OUTSI AND BARRELS. LOCATE HOLES BY FITTING ..� DIRECTION OF TRAVEL —C FRONT THREE 5/ DE PLATE WASHER ON INSIDE BUFFER AROUND BARREL AND MARKING L ELEVATION BARRELS. SEE OF BARREL BARREL TO ENSURE PROPER FIT. 01ST 12 T,SO4D 90 M . `. o DETAILS BARREL CONNECTION DETAILS ORIG. DWG Se15uTE REV ISIONSr - i°6 TEALS CHmg7. ( wna,M. HH •' CWHi , ••+ un� e , 7.. HAIxR15 bw rL 009 8 • • 0SL3. C260, 25O ] TCP5043 % Ln V. -'3C'^":c':' /90•RD-7H-47 NOTES NOTE, RAILING AND ROADWAY SLAB SHALL BE PAID FOR UNDER LEVEL -UP -CONCRETE AND EXPANSION JOINT APPROPRIATE ROADWAY ITEMS. TRAFFIC RAIL MATERIAL SHALL BE I O ROADWAY SURFACE RETAINING EXP, JT, MATERIAL IN THE COST OF THE WALL . MODIFICATIONS TO THE RAIL OR ROADWAY SLAB TO FORM LEVEL -UP -CONCRETE COPING SHALL BE CONSIDERED INCIDENTAL TO THE SO. FT. COST OF THE BID ITEM RETAINING WALL ' . - - - - - - - - - - - - = = = = = = = = = = = = = °--- _ _ NO ADDITIONAL PAYMENTS WILL BE MADE FOR DIFFERENCES • o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ --{ IN EXCAVATION AND BACKFILL QUANTITIES DUE TO THE DESIGN REQUIREMENTS OF THE MECHANICALLY STABILIZED COPING 1 I EARTH WALL OPTION. EMBANKMENT U' I UNDERDRAINS SHALL BE PROVIDED ONLY AT LOCATIONS MATERIAL I PRECAST WALL PANELS WITH I SHOWN LONI THE PLAN SHEETS. COST OF SAND AND . i ; � SHAPES AND SOIL REINFORC- v INSTALLING UNDERDRAINS AND UNSTABILIZED SAND FRONT FACE L REINFORCED VOLUME I I MENT IN ACCORDANCE WITH Lii- "Jo- FLAT BLANKET SHALL BE INCLUDED IN THE UNIT PRICE BID OF WALL WITH I I MANUFACTURER ' S DETAILS, 2 a • I FOR RETAINIFG WALL EXPOSED AGGREGATE It ' - 0 ' ; APPROVED BY THE STATE FINISH UNLESS -- T' 1 AND LISTED IN THE z 3 FOR THIS PROJECT THE REINFORCED VOLUME SHALL i OTHERWISE NOTED. '— i SPECIFICATIONS. i CONSIST OF CEMENT STABILIZED BACKFILL OR SELECT UNSTABILIZED SAND 1 a I BACM,F ! LL , THE CEMENT STABILIZED BACKFILL SHALL I _ BLANKET WHERE I w 1 HAVE A CEMENT CONTENT OF 5% BASED ON THE DRY _° GEM. STAB• BKFL , I ORAQE I COMBINED WEIGHT OF AGGREGATE AND CEMENT. EARTH 1 IS USED. FINIc ) - - - - - - - - - - - - - - - - - - - - - t I PAYMENT HEIGHT SHOWN IN RETAINING WALL LAYOUTS _ FRONTAGE REI NfOCCFlA' NT i 1 _ - -- _ - IS CONSIDERED THE MINIMUM HEIGHT TO BE FURNISHED. RD, 1 ' SEE RETAINING WALL I ADDITIONAL WALL FURNISHED BELOW PAYMENT LINE DUE TO '—' I - . •• - -- f DETAILING OR FABRICATOR DESIGN REOUIREMENTS WILL 7 --_ -- ! Ir,�,= I/ LAYOUT FOR PAYMENT 1 - i t---- HEIGHT CONTROLS INC BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED INCIDENTAL . ( SEE NOTE • A - _i PARALLEL TO FINISHED ' -- LEVELING PAD THE CO•. " RACTOR MAY USE DIFFERENT 1 - 501 RAIL AND LEVELING PAD GRADE (USUAL ) COPING ON RETAINING WALLS IF DESIGN AND DETAILS \- UNDERDRAIN E L E V A T ION EXPANSION JOINT MATERIAL ARE APPROVED BY THE ENGINEER WIDTH W LEVEL -UP-CONCRETE DESIGN PARAMETERS NOTE • A ' , T Y P i CAL SECTION THE Sc UNDER THE LEVELING PAD AND THE COPING — 1 RE INFG :D VOLWAE INCLUDING A MINIMUM OF -: 1 . •:. . . . -. . • • - STRUCTURE SHALL BE BASED ON THE FOLLOWING TWO ( 2 ) F ° -T IN FRONT OF THE LEVELING PAD DESIGN PARAMATERS. (WALL AT BOTTOM OF SLOPE ) SHALL BE COMPACTED TO A MINIMUM OF 98% EMBANKMENT OF THE OPTIMUM DENSITY, AS DETERMINED BY WALL PANEL MATERIAL ( BEHIND UNIT WEIG: IT 125 PCF TEST METHOD TEX- 114 -E. THE DENSITY TESTING /MAMERT STABILIZED • 30 ° C • 0 PSF TRAFFIC RAIL—N OF THE SOIL WILL BE OUTLINED TEST METHOD TYPICAL SECTION BACKFILL ) KA, • . 333 TE% - 115- E . COST OF THIS COMPACTION WILL C ROADWAY SURFACE 'NOT BE PAID FOR DIRECTLY BUT SHALL BE \ INCIDENTAL TO THE UNIT PRICE BID FOR (SHOWING LEVEL -UP -CONCRETE & COPING ) ' RETAINING WALL ' • TWEN AFFIC RAIL CEMENT STABILIZED UNIT WEIGHT 125 PCF BACKFILL , ' • 45° C • 0 0 'SF I UNIT WEIGHT • 125 PCF SELECT BACKFILL /EMBANKMENT KA . 28 KO. • . 44 - MATERIAL ALLOWABLE STRESSES IN STEEL AND CONCRETE SHALL BE IN / FRONT FACE ACCORDANCE WITH CURRENT A, A- S, H, T , O• AND INTERIM ? FLAT FPO��IT FACE REINFORCED VOLUME 1 OF WALL WITH SPECIFICATIONS. OF WALL WITH I x EXPOSED AGGREGATEEMBANKMENT o EXPOSED AGGREGATE I FINISH -- MATERIAL EXTERNAL STABILITY CRITERIA FINISH UNLESS I - O 7 3' - 5 ' = OTHERWISE NOTED. —` 1 - // I s o ? EXPOSED FACTOR OF SAFTEY IN SLIDING ALONG THE BASE OF o z j I iv AGGREGATE THE STRUCTURE SHALL BE GREATER THAN OR EOUAL I FINISH TO 1 . 5, UNSTABILIZED SAND EARTH I BLANKET WHERE EARTH (USUAL ) FACTOR OF SAFTEY IN OVERTURNING SHALL BE GREATER FRONTAGE REINFORCEMENT - ' �— �EM, STA.BKFL• 5D C SLOPERIPRAP OR REINFORCEMENT A THAN OR EQUAL TO 2O. y ! FRONTAGE - LEVELING WIDTH WX ALLOWABLE BEARING PRESSURE SHALL NOT EXCEED 1 /2 * I RD, PAD THE ULTIMATE BEARING CAPACITY OF THE FOUNDATION. SEE NOTE ' A ' 7 i { Y P I C A L SECT I ON THE WIDTHS (W) SHOWN BELOW SHALL BE CONSIDERED ON LEVELING PAD -- J . __ MINIMUM UNLESS A LARGER ED WIDTH IS SPECIFIED ON \- UNDERORAIN / SMOOTH THE WALL PLANS OR REOUIRED BY THE FABRICATOR ' S WIDTH W H ( WALL AT TOP OF SLOPE ) FINISH ] DETAILS. sC j # WIDTH H SHALL BE 0. 70 H AND NOT LESS THAN 8 FT , TYPICAL SECTION WHEN SELECT BACKFILL IS USED. (SHOWING ROADWAY ON WALL ) EXPOSED - —_ AGGREGATE FINISH STATE DEPARTMENT OF HIGHWAYS I , - 0 • (USUAL )is. h• AND PUBLIC TRANSPORTATION LA:' • FILTER MATERIAL (TV C) DISTRICT 12 ` _I MAP OF TEXAS EMBLEM I . r (UNLESS OTHERWISE • SMOOTH FINISH _ .. / 1 SHOWN IN PLANS ) MECHAN MAP OF TEXAS EMBLEM SHALL BE FORMED I CALL ? STAB IL 1 ZED �.}," .n� ll�PIPEtTY FILTER FABRIC • BEVE� INTO A WALL PAN'cL NEXT TO EACH BRIDGE RETAINING WALL PERFORATED EDGES ABUT%AENT . STABILIZED OR UNSTABILIZED BACKFILL 4 , B , 9 OR I i ) THE E%ACT LOCATION OF EACH EMDLEAI SHALL MSER4Y ( $UB ) 9G BE APPROVED BY THE ENGINEER. THE COST _o PA ! " -- �. !TNOT BE - o•,F FILTER FABRIC SHALL MEET THE OF FORMING THE EMBLEMS WILL r-p, yc-.y�sT REQUIREMENTS OF DEPARTMENTAL • SECTION A ' A FOR DIRECTLY , BUT SHALL BE CONSIDERED �� .) l( s cy sz )n.L. n rN,l.. UNDE R DR A IN DETAIL MATERIALS 5PE " ° ICATIC:1 p - 9 - 6200. • INCIDENTAL 7n ITEM 423 ' RETAINING VIAL WI ___ ? IB 0091 / • y L-sue p. _ OSA I ' ( ?251001 UHAS "639 34 • cwt e GENERAL NOTES : TYPICAL SOIL MOUNTING 8 — I8 '— � 1 . DELINEATORS SHALL BE UNIFORMLY PLACED NOT LESS THAN 2 Del ineotor FEET NOR MORE THAN B FEET FROM THE EDGE OF THE SHOULDER, FLEXIBLE POSTS SURFACE MOUNTED DELINEATOR POSTS Delineator �� OR THE FACE OF UN-ApUNTABLE CURBS, OR THEY MAY BE PLACED .DRIVEABLE OR post post IN LINE Eli! THE GUARDRAIL. WHERE GUARDRAIL IS USED. VP - I R 24 ' 24 ' THE MOUNTING HEIGHT OF THE DELINEATORS SHALL BE UNIrORM SEMI - DRIVEABLE Q '�� IN ANY SEQUENCE. DELINEATOR POSTS L �J JJ \J 3 ' to 4 ' 2. FLEXIBLE POST DELINEATOS AND/OR OBJECT MARKERS WILL BE Q — I , 3 , . REOUIRED. AS 5HOAN ON THE PLANS AND IN ACCORDANCE WITH 2 ' to B ' min min THIS STANDARD. THE CONTRACTOR SHALL MAINTAIN THESE 5poner 2 ' to B ' _in ITEMS IN A CLEAN CONDITION AND REPLACE AS NECESSARY wrench • THROUGHOUT THE DURATION OF THE PROJECT. THESE ITEMS WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY • s TO ITEM 502. • 1 Reflective Post 3, THE PAVEMENT UPON WHICH THE SURFACE COUNTED DELINEATORS m]tertal Edge of paved f I ' O ARE TO BE PLACED. SHALL BE PREPARED IN A MANNER THAT surface see / , • _ 01 min WILL INSURE PRO SURFACE WITH Reflective• Note I Ground min . ADHESIVE CONFORTMING TO THE RECa EHDATION5 OF THE roterlai Top ring MANUFACTURER, AND SUBJECT TO THE APPROVAL OF THE Past Body o I o . ENGINEER. ' i B '-- I 4, THE MATERIALS AND PROCEDURES USED IN APPLICATION AND � TYPICAL SURFACE MOUNTING - REMOVAL OF SURFACE MJUNTED DELINEATORS SHALL BE SUCH Post Post I I Delineator / ` THAI THERE' IS NO DETRIMENTAL EFFECT ON THE FINAL �.� SVRLACE. SUCH AS DISCOLORATION OR DESTRUCTION OF SURFACE I ' Del i Delineator post 24 ' �' " INTEGRITY. THE SYSTEM SHALL BE SUBJECT TO PRIOR �a� N1 APPROVAL OF THE ENGINEER. Post B • . a CWI - 8 YertIcol post Spilt ring 5. FLEXIBLE POST DELINEATION SHALL BE TYPE A SHEETING. project lan - . 1o1nef 6. THE LENGTH OF POST WILL VARY TO MEET FIELD CONDITIONS. O 24 T. THE ETLRiN FLEXIBLE DELINEATORS PS SHALL HAVE ENOUGH RIGIDITY TO RETURN 10 THE NORMAL POSITION AFTER IMPACT. 3 ' t0 4 ' 30 B. TYPICAL MOUNTING DETAILS SHOWN ARE FOR DIMENSIONAL Drive Bottoa'plate VP - I R mil n PURPOSES ONLY AND NOT INTENDED TO REPRESENT A Anchor SPECIFIC MANUFACTURERS PRODUCT. Bose B°s° Gucrdrai i Post ), Edge of paved ( . . • 9. VP' S AND CHEVRONS SHALL BE MADE OF WHITE T THE RIGt1T OF THE TRA LAN . Pavement Surface Mount Surface Mount HIGH IMPACT PLASTIC OR FIBERGLASS. • FLEX POST DBOM(D-SW TYAI , FLEX POST DI surface see minSurface Monted del ineoton ACP or posts nny use epoxy. tat bltuninous or butyl rubber Note I 0. DELINEATOR POSTS SHALL BE YELLOW TO THE LEFT OR ID- SW TTA) 127 IN' POST WHITE TO THE RIGHT OF THE TRAVEL LANE. Install to schasadhesive the post ino flat surface. Butyl rubber cTesive shall be the • a • ntntMacturer' s recomnntlotions Bare color os the existing Dovement. DRIVEABLE OR SEMI - DRIVABLE DELINEATORS TOP - MOUNTED C . T , B . DELINEATORS • FLEX POST OSOMID-SW TYA) (6. 0 FT) FLEX WHITE TO THE RIGHT OF THE TRAVEL LANE. Push lock fastener I . TOP I©URTED DELINEATORS WILL DE REQUIRED ON CONCRETE SAN•TPR TRAFFIC BARRIERS (CIB) AT 30 .FEET CENTERS, WHEN USED TO i nvertetl'T broget --�• ADJACINTOO OR SSTTHA TRAFFIC HE BARN E TONFTIE RIGH IS ' 'It ADJACENT OR LESS THAN 3' TO THE BARRIER ON THE RIGHT OR LEFT q . %q • = � � ' B Y4 y/2 ' _ 5 ' a � Yertical oxis of C. T. B Y SIDE OF THE TRAVEL LANE. THE DELINEATORS SHALL HAVE AN ACRYLIC, PLASTIC. PRISMATIC AMBER LENS TO THE LEFT OF THE TRAVEL _ _ _ _ • LANE OR A CLEAR LENS TO THE RIGHT. THE CONTRACTOR SHALL SIDE VIEW MAINTAIN 'THESE DELINEATORS IN A CLEAN CONDITION AND I I- 1/4 ' I I REPLACE. AS NECESSARY THROUGHOUT THE DURAT ION, OF 'THE f/4 . PROJECT. THESE ITEMS WILL NOT BE PAID FOR DIRECTLY, BUT SHALL BE SUBSIDIARY 70 ITELI 502. A — 2. DELINEATORS SHALL BE MOUNTED ON THE CID IN ACCORDANCE • WITH THE MANUFACTURERS REC01.lAEIIDATIO75 AND AS DIRECTED BY gap between reflective THE ENGINEER. surfaces srould be TEXAS DEPARTMENT OF TRANSPORTATION 1 / 16 • or less 3. DELINEATORS OF RESIGN OTHER THAN THE ONE SHOWN MAY BE I DISTRICT 12 '�'--- FURNISHED WITH APPROVAL OF THE ENGINEER, CLASS ' ( 1 ) CLASS ( 2 ) CLASS ( I ) CLASS ( 2 ) C. T. B. TOP V I EW D - SY D " SY D - DY D - DY Poylurethone D - SW D - SW D - DW. D - DW oneslwa WORK ZONE DELINEATORS Single Refi.ectors Double Reflectors �� er or Cler Prisntic Le W -white ) • FRONT V I EW Amber or ascrr uriem tic Lens) ( Y - ye I low, - 3g/B as required • DESCRIPTIVE CODES FOR DELINEATORS AND OBJECT MARKERS DUST 12 TC5020 90 Longltutllr ] I axis of G. T. B. OR IG. OwC, 101 STATER •< a^ "'•• REVISIONS$ TE%es4/41 ^ f� COUNP rris c2Q Az 'c09 5/9 ""s OSAn 1260, 250ITCPSO;O . 00H 4/90 RED CLEARANCE LIGHT 16 GA . 'I TAIL O AMBER CLEARANCE LIGHT ; LIGHT 144 ' IB ' I 18 ' RIGHT TURN AND / OR STOP TAIL / CLEARANCE 16 GA. / B0% I /Y CONDUIT TEE \ I J LEFT TURN AND / OR STOP J — 7 _ _ _ I 18 - 2 CABLE GROUND — ' — 1 _ _ IL �9• I6 GA. IS - 3 CABLE I 1 4 ' RED 36 1 /2 4 ' CHANNEL LET IN 3 - REFLECTOR � TOP OF xE xCH 42yA TAI L 42 1A B Z `1 ♦ AMBER CLEARANCE LIGHT �— - LIGHT — _______ 6 • RED �+-6• -�5, � NOTE' CONDUIT TO RUN UNDER THE CENTER 4 ' REFLECTOR — r CHANNEL. DO NOT INSTALL BOX AND TEE TAIL 12 GA. MAT ' L DIRECTLY UNDRE 2 I /2 ' PIPE • LEAVE APPROX OUTRIGGER PIN.LIGHT— ' W SIDE VIEW TOP VIEW I I /2 ' GLEARANCE. 1 /2 C. R . 4 ' X6 ' ' ' ,� ••/ . W/ 12 ' TWIST LINK LAMP / REFLECTOR BRACKET WIRING DIAGRAM 2 1 /20PIPEoBLK 68 ' LONG. 2 EA - • 9/ 160HOLE SIDE I • PIPE, BLK \\ AMBER CLEARANCE LIGHT . EACH 9 • LONG. 4 EA \AMBER REFLECTOR. EACH SIDE }#D CLEARANCE LIGHT . EACH S1T)E L FENDER* i /8 • TREADPLATE CUT 13 • WIDE RED REFLECTOR. EACH SIDE AND 96 ' LONG. BREAK I ' FLANGE. CLOSE INSIDE • • 9/ 16 ' HOLES PLAN V I EW 11 / 16 ' HOLE /' BLK. PIPE 1 /4 " X 1 1 /4 • X 1 I /4 • - - / / 1000^ CAP. JACK • 42 ' 42 ' SPOT WELD / 86 R ' C. C. / �-� TI 1 /2 • ,/// 32 3/4 • 5/6 ' - STAKES 12 OF I ' C. R. I•I I 1 / 2T 1 11 1 /2 • POINTED W/ 5/ 16 - . F - - - CHAIN 30 LONG 172 ' 12 GAUGE 33 3/4 ' 14 ' - 4 ' LONG 1 /4 ' X I I /4 ' % I. 1 /4 ' 3 PCS. DBLE BRACE A 2 PCS SINGLE 121 ' ! . 3 PCS. o I - I• BRACE ' A • BRACE ' S ' 64 ' ! . 2 PCS. 3/ 16 • % 4 PLATE 6 ' LONG WELD TO F0. ' T JACK 7/VON . UPRIGHT W/ 1 1 /6 • HOLE rOR vOLD DOWN STAKE SOLID DECK i /8 ' X 60 ' X 144 ' TREADPLATE 26 - - / BRACE ' A • BRACE ' B ' BRACE ' B ' � BRACE ' A •. 3/ I6 ' X 2 ' FLAT I ° I( HITCH - 2 PCS. OUTRIGGERS I /2 ' X 4 • FLAT - 19 • LONG. 14 ' '4 • LONG m L 4 EACH CHANNEL BOXED 1 /4 • X 2 ' X 2 ' - BACK TO %MEMBER. G 0 . • -T- 72 • Ii _ i 1 /2 ' . • I i i TEXAS DEPARTMENT OF TRANSPORTATION� 9 1 /2 ' lo• -o• DISTRICT 12 34 • ' 31 T/8 • 31 7/8 ' 46 1 /4 • j II 'f FRONT VIEW SIDE VIEW TRAILER MOUNTED STATIC MESSAGE BOARD DIST 12 TC6030 90 ORIG. DWG' 11 /90 BUDCo. REVISIONS, 6 tEMAS +_9 _ el$2�a 5 24 12 bc A'2G 0543' (260, 250 ) TCP6o30 . OGN 1 /90 TRAFFIC BARRIER FINISHED GRADE (ROADWAY SURFACE) FINISHED GRADER- ' * * LATERAL PAYMENT MITS OFY ION ME MASURE ENT FOR OF MEETING REQUIREMENTS OF RETAINING-WALL ITEM REINFORCED VOLUME REINFORCED VOLUME (STRUCTURAL BACKFILL) (STRUCTURAL BACKFILL) FINISHED GRADE FINISHED GRADEn (ROADWAY SURFACE) ORISTRRPING MESH OR STRIPS LATERAL LIMITS OF EMBANKMENTMENT REINFORCING MESH OR STRIPS TYPICAL SECTION $ ROADWAY EXCAVATION BETWEEN RETAINED TYPICAL SECTION EARTH OR REINFORCED EARTH RETAINING II EMBANKMENT BETWEEN RETAINED EARTH WALLS OR REINFORCED EARTH RETAINING WALLS TRAFFIC BARRIER (RDADWAYD SURFACEE)) * * LATERAL LIMITS OF MEASUREMENT FOR PAYMENT OF ROADWAY EXCAVATION * * * UNDER• EMBANKMENTA.L SPECIFICATION BORROW (DELIVERED) ' . WHEN CLASS 3 MEASUREMENT IS SPECIFIED FOR ITEM 131 . AS APPLICABLE . Z ' ROADWAY ONLY THE EMBANKMENT ABOVE THE EXISTING ITEM IfO. . GROUND LINE WILL BE MEASURED FOR PAYMENT .TION' OR SPECIAL ICATION ITEM EXCAVATION' . LICABLE. ONLY THE FINISHED GRADETION ABOVE THE PROPOSED (ROADWAY SURFACE) DD FORVATION WILL BE FINISHED GRADE# DASTGNSR0FMEASUREMENTWWITHALLS OTHER IL --�'X' LATERAL LIMITS OF MEASUREMENT BE MADE TO THE OUTSIDE FINISHED FOR PAYMENT OF EMBANKMENT FACE IN THE SAME MANNER. TYPICAL SECTION TYPICAL SECTION ROADWAY EXCAVATION BETWEEN EMBANKMENT BETWEEN CONVENTIONAL CONVENTIONAL RETAINING WALLS RETAINING WALLS * * LATERAL LIMITS OF MEASUREMENT FOR PAYMENT OF EMBANKMENT 3E * * LATERAL LIMITS OF MEASUREMENT (CROSS-HATCHED AREA ONLY) • (CROSS-HATCHED AREA NONL)T PROPOSED FINISHED EXISTING PAVEMENT STRUCTURE SUBGRADE WIDENING ) - . EXISTING EMBANKMENT BACKFILL AREA OUTSIDE OF STATE DEPARTMENT OF HIGHWAYS BACKFILL AREA OUTSIDE OF REINFORCED VOLUME CROSS-HATCHED AREA WILL CROSS-HATCHED AREA WILL (STRUCTURAL BACKFILL) NOT BE MEASURED AS AND PUBLIC TRANSPORTATION EMBANKMENT FOR PAYMENT > NOT BE S "l REINFORCED VOLUME EMBANKMENT SFOR DPAYMENT (STRUCTURAL BACKFILLI EXISTING CUT SECTION EARTHWORK ME A S UR E ME NT AT RETAINING WALLS EXCAVATION ROADWAY EXCAVATION r� REINFORCING MESH EMRW R W 88 III IREINFORCING MESH . I* * LATERAL LIMITS OF MEASUREMENT FOR OR STRIPS * * LATERALL LIM .l IS or ! OR STRIPS PAYMENT OF ROADWAY EXCAVATION s+"n .muu un . ., b`. MEASUREMENT FOR PAYMENT TYP i CAL SECTION " ' OF ROADWAY EXCAVATION TYPICAL SECTION # WIDENING CUT SECTION WITH RETAINED = 6 ` TExns �N gzCrrr h m S2'� II WIDENING EMBANKMENT WITH RETAINED EARTH OR REINFORCED EARTH RETAINING 'u.,> • _ EARTH OR REINFORCED EARTH RETAINING _ WALLS T_ _ WALLS . . --__.. ._ . .. . _._ .,._.._.....,..-.-..> . ... .._ .. .> _ _ ...__ . _ . . .. . _. ._ ...._. • .—._,_.—.— . N Ix PROJECT LIMIT TRAFF I C CONTROL DEVICES CROSSROAD SIGNING AND BARRICADING .8. Cw20- 1 I . Except as noted elsewhere In plans, the usual minimm ROAD T \ END slgnlnp on a crossroad approach should be one CW20- 1 ROAD -B. CONSTRUCTION CONSTRUCTION CONSTRUCTION AHEAD sign and G20-2 END CONSTRUCTION sign. ROAD aesEBVE AHEAD x x G20-2 Where speeds and volume are relatively low a smaller ROAD ADDRESS NOT R4- 1 ixo CONSTRUCTION sign may be used. O O NEXT5MIES TAT PASS ROAD vas On low the n crossroads, signing may be omitted If op- CONSTRUCTION NEXT 5 TILES STATE CONSTRUCTION STATE LAM carrBAaroa proved byAdditional the Engineer. 620- I 1500 FT appropriateother signs may be required, When additional i l signs ore required, such signs will be considered part of 1 the minimum requirement-s. AREA, , � I X % 2. The 620- 1a shalt be required on ma jar crossroads to advise motorists of the length of construction In either direction = : from the intersection. Pipe III (C) Barricade END CW20- I 3. On higher volume crossroads additional traffic control de- 1 I yypCONSTRUCTION GZ0-2 I I 8- with Type A Warning Light vices may be noted elsewhere In the plans. ROAD 4. When work occurs In the intersection area, appropriate ' ' I 1 Q \ �+ CONSTRUCTION traffic control devices shall be In place. Project Limit ' I \\ AHEAD Channelizing f/ 520- I Series signs shall show distances rounded to nearest Devices X-See IAiniS Construction 'I, whole mile. Fractions and decimal miles will not be used. Warning Sig n Spacing chart \ END Beginning of NO-PASSING line should MAY BE MOUNTED ON LO7STAUCTI0N coordinate with sign - location ABACK OF CW20- 1 SIGN Ii / 1 PROJECT LIMITS ADJACENT TO WORK AREA 020-2 ENGIINEAOVAL OF ER — Required Warning Lights unless otherwise (Less than 2000ft. between project limits and work area) CROSSROAD SIGNING AND BARRICADING — specified In the pions, or as directed by the Engineer. .9: RII -2 ROAD E eA5anE Appropriate warning, regulatory or guide signs - 4 • ROAD ADDRESS xe CLOSED O < ROAD NEXT 5 MILES a •:'a': MINIMUM SIGN CLEARANCES ® DETOUR NEXT 5 RILES STATE 1000 FT CONSTAUCTION 6201 coxTAcrm STATE LAM 1500 FT G20-6 R20-3 (Optional ) r, 6' min. WORK RE ` I X�� X \ rl X \ X _ X p • ' ' Channallzln9 Devices Clear Zone pjmln2t� 6' to 12• d d d d d usually I ROAD d L l7o ml n. CLOSED -o• b s -o Type Ill Barricade 1- _ a. RI I -2 Charviellzin9 Project Limit a Devices aim T Type III Barricade URBAN RURAL X-See Minimum Construction m - I Warning Sign Spocinp chart 020-2 jcsmucriouj -8c j(' j(' where sight distance obstructions we present, or Type III (C) whore signs are erected In urban areas, the 5' -O' height Barricade Wa with nnh shall be Increased to 7• -0• , see BC (4 ) . PROJECT LIMITS AWAY FROM WORK AREA Type A Light (Greater than 2000f+, but not more than one mile between project I Units and work areal MINI MUM CONSTRUCTION WARNING SIGN SPACING PROJECT LIMITS FOR CLOSED ROADWAY Barricades shall be erected c y PREVAILING SPEED 30 onpletel across roadway. Channellzin9 Devices may p0. 85'/. SPEED or less 35 40 45 50 55 65 * 1 r .°' PROJECT LIlA1T GENERAL NOTES '8' be drums, vertical panels or cones as specified In the plans. — SIGNS AND WARNING LIGHTS ROAD cozuvE 80 120 160 240 320 500 750 ROAD _ _ STA X MNCENCE (IT) (F [ONSTAUCTION A an s , NO AOAD CONSTRUCTION G20- IDL ROAD CONSiRUCT1O! NEXT 5 MILES 'sure STATE LAN D• 1 , warning lights specified for a sign may be attached to caTAAcran NEXT T5 MILES Cs G20- IbR a NE%T 5 UILES d Roads with a 55 or 65 IfH posted speed limits should have the sign, sign support or as directed by the Engineer. G20- 1 G20-6 R20-3 the first advance warning signs placed at least 1500 feet In When a warning light is specified for a sign nsaunted on a \ advance of the condition. where a series of advance warning barricade, the warning light will be attached to the bar- \ ) I Block - Clty 1000' - 1500' - Hwy signs we used, the warning s19n nearest the work site should ricade, or as directed by the Engineer. !/ 5 I Block - CI + be placed no closer than the 'X• distance specified in the 2. Appropriate standard traffic control devices shall be I, X l • 1000' - 100' Nwy 1 Y table above. used within the project limits to adequately warn, advise, o 4 + — — control and guide traffic around and/or through all areas F Project Limit It is the intent of these plans to provide posltive guidance to of work activity, detours and other potentially hazardous 1 • BO' min. motorist throughout the project limits by the use of signs, pave- locations as required by the plans, — -8 • ment markings, delineation devices and/or channel izing devices. 3. As a general rule, additional traffic control devices In 1 • mxxi c All traffic control devices shall conform with the Texas Manual + +' advance of the project limits should only be used In those App on Uniform Traffic Control Devices for Streets and Highways ' cases where a work area, a detour, or a potentially hazard- Project Limit 0 STATE LAM 80' Mn. T END (TUUTCD) ' ous location Is less than 2000 feet Inside of the project '1 .-=.p o p.=-, CONSTRUCTION Limits. '8' R20-3 4. The traffic control devices used in the above Illustro- Type III (C) / G20-2 tions are examples only. Field conditions should dictate END Barricade with STANDARD PLANS the most appropriate traffic control devices to be used. CONSTRUCTIGN Type A warning Light ROAD x 'w 5. As detailed above and an sheet BC (2) , the ROAD CONSTRUC- CP0-2 CONSTRUCTION ADDRESS '8= STEXAS DEPARTMENT OF TRANSPORTATION T10N NEXT X UILES, CONTRACTOR NAME and END - CONSTRUCTION NEXT 5 TILES STATE Type 11I (C) s 19ns shall be erected an Type 111 (C) Barricades at or near I c____i°" TypelA Warning Light the project limits and the OBSERVE WARNING SIGNS STATE LAW PROJECT LIMITS AWAY FROM WORK AREA 620' 1 G20-6 BARRICADE AND CONSTRUCTION sign shall be erected in advance of the Type 111 (C) Darni - • cades. Project limit barricades should be adjusted to pro- (Greater than one mile between project limits and work arm) PROJECT LIMITS AT T — INTERSECTION STANDARDS vide adequate spacing to other signs. • 6. Duplicate construction warning signs should be erected ADVANCE SIGNING on the median side of divided highways whore median width - I . The ROAD CONSTRUCTION NEXT X MILES sign should be erected on the Intersected will permit and traffic density justifies the si9nln9, highway as detailed above. CROSSROAD SIGNING T. Except for devices required by Note 5, traffic control WARNING LIGHTS BC C I ) - 92 devices should be In place only while work is actually In 2. On the intersected roadway, additional traffic control devices, such as a progress or a definite need exists. flogger and accompanying signs or other signs, should be used when work Is "'10n' 4 -88 mm a 8. Sign size should be based on ' Texas Manual on Uniform being performed at or near the Intersection. MF- LW �6-eB •A . m R6 Traffic Control Devices for Streets and Highways' (TMUTCDIs •„ ON 7-99 4-92 'I-'. 4-92 nr Ae, ln• .,,,rn,,.- , .on ernnwr, 102 3411 flll -3 ' or RII -4. PERSPECTIVE PERSPECTIVE µ4-10 signs. _ (Use µ4- IOR or L i >- Top of signs to be at sore height auo ttosEm PERSPECTIVE 1111 -2 ROAD "a-fl. G20-6 sign only when ENO (Use µ4- IOR or L sign ,,,, ,„,,,,, ='n CLOSED when Detour begins at n mviuswru s__ i'rt Detour begins at C20-2 wrsmunai — barricade) I( J4lRAC'Os G20-6 µ4- IOL �1 barricade) ' y _ _ _ �'• 30' µ1n. AOOflI aw5isaeEiconuw tin Distance Desired STAn - •� � •� \ ` L ' - E5 YItE5 ENO i �- — i 1' v .. ` �-_ --�� G20-6 Earsm_ /J,, Detour / { \� • I _ � JJJ�� _ G2q-2 sign 1` Ass Roadway _ ' .J� Detour / / \ .' J. `fl - If µion R sign a used, reverse (((GGL / Road way direction of All barricade striping, '/ j r Backside of this barricade � " Stands may be substituted for posts \ Type A When directed by the Engineer panel length Type A . For convenience, Warning Lights to be reflectorized. Type A n Warning Light may be reduced If slope Is steep enough to Warning Light nay be bl -directional . Warning Light G20-2 sign (BI -Directional ) deter traffic from circumventing barricade, CUnl -Directional ) ' / (81 -Directional ) ,, n �. 620-6�sign I \ G20-6 sign �— T n PLAN PLAN Backside of barricades to be r— —� \ J µin. opening, 1� reflectorized If' It PLAN pavement width serves two-way traffic. G20-2 620- 1 & G20-6 III Stands may be substituted I plus 12' Face side of all barricades I ( RII -3 or RII -4, Each roadway of a divided highway / \ for posts, to be reflectorized, µ4 - 1q signs. Stands may be substituted shall be barricaded in the soon manner. / for posts, I Face side of oil barricades R11 -2 & TYPE I I I ( A ) BARRICADE to be reflectorized, µ4- IOR or L signs. TYPE III ( C ) BARRICADE FOR TWO —WAY UNDIVIDED ROADWAY I ) . The plan shown above Is to be used when local traf- 3) . First barricade panel on each side of roadway TYPE I II ( B) BARRICADE Typo III reflectorized on face side with fie Is permitted Inside project or permitted to use the should be approximately level , F �� Type III reflectorized on face side with G20- I & G20-6 signs, road beyond the Intersection with the detour roadway, I ) . The plan shown above Is to be used when local traffic Is not ImamAnwi j G20-2 sign, Other signs and barricades (Typo to II or I11 ) nay be 4) . Advance signing, Including construction warning permitted Inside the project. Contractor may locate his access required Inside the project limits based upon the signs, and detour siontna shall be as specified else- gate anywhere In barricade except at center of roadway. whore Type A. Warning Light , R contractor' s sequence of work and other conditions. where In the plans. RII -2 and N4- i0 signs should be mounted on fixed barricade section. 6' Normal (UnI -directianall Normal 2) , Where conditions wl I permit, minimum length of - 21 , Advance signing, Including construction warning signs, and T pe A, Wornin LI t barricade on each side of roadway should be 12 feet. detour signing shall be as specified elsewhere In the plans- _ _ _ �' ..9 �n Two Type back-to-back, a' one Type III (UnI -tlireCtlonal ) striped both front and back. V' aye $ o er This barricade not required an one-way roadway PERSPECTIVE 36' max, (when medico PROJECT 6' Normal TYPE I I I ( D ) BARRICADE fir No mal/ RE between shoulder edges A Wan Is less than 20' , It greater ___ __ This barricade PLAN � not required 8' Nin, barricade in median) than Type III reflectorized an face FOR CULVERT WIDENING OR OTHER ISOLATED 36'side, ti Ip WORK WITHIN THE PROJECT L1µ175 --y an a one-way Extend barricade on side of approaching t II roadway traffic If crown width smkes It necessary. Type A. Warnlnq Light wW I ) , Where positive redlrectlenal 1 _ _ fUnt -dlrectlonaU _ 6' Nornai capability Is provided, duns and i ,./ Type A, Warning Light barricades may be omitted. Face side of all _.,,? 4r fl or t tUnl -directional ) _ _ _ _ barricades to be 6' Nornai (Unl -direction 21 . Plastic- construction fencing reflectorized. Type oaf N p may be used with barrels for 6' II Warning lLight i2' Ip ' safety as required In . the plans. mm .I I) / desirable / Lb ave sou er 6' Normal 0 O 0 Q Typo III reflectorized on face side with Typo III ref lac+prized an face side with .� pi-ups 620- I & G20-6 signs, G20-2 sign. Approx. 8' to l0' (etaxImen) spacing between drams- TYPE III ( C ) BARRICADE FOR DIVIDED HIGHWAYS (2 drums required minimml I ) . The plans shown above are to be used when all traffic Is ' motntolned through the project. The sighs shown apply to the • first and lost barricades of a project. lOthor signs and bar- • LENGTH OF HIGHWAY ZONED BY COMMISSION MINUTE ricades (Types 1 , 11 or 111 ) may be required Inside the pro- GENERAL NOTES FOR TYPES I , Ii & I I i BARRICADES jest limits based upon the contractor' s sequence of work and PROJECT SPEED LIMITS SHOWN ARE FOR ILLUSTRATIVE PURPOSE ONLY PROJECT other conditions. TypeI or it Barricades (see Sheet BC (3) ) ore for tem- Type 111 (0) Barricades are to be used on culvert video- • r LIMIT LIMIT porary use to control traffic within the limits of a pro- ins projects where traffic Is routed over the structure. I WORK IN PROGRESS WORK IN PflOG11E55 I 2) . Where conditions side will permit, should and usual fee except of I. leaf whenever It Is necessary to confine traffic to a spec- They shall be erected so as to provide the maximm roadway _ _ _ _ _ _ _ _ _ _ _ _ _ barricade on each of roadway should be 12 feet except as Iflo area because of a particular construction operation, width for traffic and to allow sufficient space for con- — — — — — '-'� — — — — noted. Type I Barricades should normally be used an conventional structlon operations behind the barricades. ff roads or urban streets and ortertals. Type 11 Barricades For dimensions of barricade panels see Sheet BC (3) . 3) . Barricade panel on each side of roadway should be aDDroz- have more reflective area, and ore Intended for use on ox- Warning Lights placed an Type III (A) , 181 or. (C) bowl - 150' -1500' 0.2-2. 0 m� 1 V O. i-I.0 n1 150' -150x' 0. 2-2. 0 ml Ima}ety level . pressways, freeways or other high speed roadways. codes should be mounted to the top, left side of the roll Type I I I (A) Barricades and accumpanylno signs are to be facing traffic. Barricades used at each end .of the project 5PEEq iPUE0 1J SPEEe SPEED SPEED SPEED Limit used at each end of construction projects closed to all but shot I be supplemented with warning lights as detailed on ZONE uvrr u.imT ZONE Emir STANDARD PLANS • local traffic. this sheet. AI{EAD 45 45 55 AIIEAO 45 55 Type 111 (8) Barricades and accanpanying signs are to be Warning Lights placed an Type III (A) , (B) , IC) or (0) 35 TEXAS DEPARTMENT OF TRANSPORTATION used at each end of construction projects closed to all barricades should be mounted at a mtnlnun mounting height LLf'P' traffic. of 60 Inches and may be attached to the barricade. Type 111 (C) Barricades and eccomponying signs are to be Warning lights on barricades will be Installed by the TYP I CAL APPLICATION OF SPEED ZONE SIGNS BARRICADE AND CONSTRUCTION used at each end of construction project where traffic Is Contractor as determined In the plans, or as directed by STANDARDS maintained through the project. Type 11I (C) Barricades may the Engineer. Frequency of speed limit signs should be every 0. 2 to Speed zone signs ore Illustrated for one direction of also be used where traffic from other highways, county Warning lights will be maintained as directed by the 2. 0 miles for speeds 40 MPH and above and 0. 2 to 1 . 0 travel and are normally posted for each direction of roads or city streets Is permitted to enter the project Engineer, miles for speeds 35 MPH and below. • travel . area. Typical signing for Type 111 (C) Barricades are shown BARRICADES an Sheet BC11 ) . Reduced speeds should only be posted In the vicinity Regulatory speed zone signs shall have black legend SPEED ZONING r� ( 2 ) _ 9 �LT of work being performed rather than throughout the on a white reflective background. BC • entire project. . o. m 4 - 818 Ei µlnimm length of speed zone Is 0. 2 mile. ,RILn•i1 „ ,,,,°, Locations of speed zone signs shall be set by the w 6-9e .6w Engineer. • - pn 7-89 4-92 Division of mointeriancv ana Dceroticns 103 o 341+ BARRICADES B /z • �,,_j 2' -0' min, 12' usual , max Is variable NOTES OPTIONAL I I " I N TYPE I I I PVC BARRICADES _� Ir/a ' 'IP Barricades shall not be placed parallel to traffic un- 2-2x4 7 Vz ' Ix8x6 ' cleat less on adequate clear zone is provided (see SC ( I ) ) . TYPICAL DESIGN DETAILS TYPICAL DETAIL FOR BARRICADE RAIL a 2x8 on each Slade • Barricades nny be designed and constructed fran wood, May be used at the option of the Contractor, 6 I/z • 5 PVC pipe or any other suitable material In a manner ap- I 2X6 12 f Ix6x6' cleat proved by the Engineers NOTES, a +/6 •x11 ' ts, • T • When signs are placed on barricades, a maximal number 1 . All pipe shall be polyvinyl Chloride (PVC)) No. 8 8• 45° F°" ° .F „� v ,j, 2-2x4 2x6 on each side oaf 2 signs per barricade section will be permitted. pressure rated pipe SOR 21 or SOR 26 ASTN 02291 . \ wade, spring see striping notes Barricades are to be constructed In a first-class work- 2, Joint fittings nay be PVC-ASTN 02665 or /6 • y6• y Width of 12' TYPE I monshlp manner of clean sound material . All surfaces above Acrytonitrlle Butadiene Styrene (ABS) ASTM 02661 Reflective 2x6 ground, which are not striped, shall be white except the (Drainage Waste and vent) . Sheeting 1 1 /z • min _ For Type I Barricades, both sides of unpainted galvanized metal or oluninulm components. Can- 3. At I pipe and fittings shall be white, — 3'X3' WYE STRIPING ' ' min' r I the top roll shall have reflective nents made of lumber shall be painted with a minimal of 4. All joints shall be free to separate upon t° orange and reflective white strlpinq, two coats of an approved brand of white paint to Insure vehicle Inpact. thorough coverage and a uniform white color, S. Cross hatched conduit to be tied together Barricades extending across a roadway, should portable Ilght 2' -0 min, max is variable Barricades Inside the project shall be removed upon with rope threaded into pipe Interior, Use 3/16 n 31 s• FRONT I ' -0' min have stripes slope downward In the direction to- 'A ' from completion of the work and/or the elimination of the • No. 6 solid braided nylon or equivalent. 3 •x3 • J' sleeves for B' x48' x. 025' ward which traffic nustturn to detouring• then e - TI hazard on any section. 6, A fixed frangible pavement connection Is sanitary tee SIDE coupling ( typ) anodized olum- woth which and left turns are provided for, the a 2x4 IzB / , I o When Wood Barricades are used and when orange and white preferred. Sand Bogs may be substituted. )nun panels with chevron striping may slope downward In both dine- 11 stripes ore required on the backside, a 2 • x 81 roll may reflectorized bar- both frolm the center of the barricade. 5 be used In lieu of the I ' x 8' roll and 2' x 4 ' stiffener. TYPICAL TRANSITION LENGTHS AND ricade sheeting. Striping of rails, panels and gates for the Otherwise the. roll should be fabricated as detailed. SUGGESTED MAXIMUM SPACING OF DEVICES Attach I ' 12 ' Mim Desirable Sua°e•ted Meetnsm tls wire No. 14 pan head (right side of the roadway, Is shown above. For +he rarer tenths * at 5°00111° of go _ oe metal screws. BARRICADE DETAILS the left side of the roadway, striping should slope TYP E I I see ctrl ping notes Posted lo• n • i2• on d on a downward to the right; - Speed It f°n"'la __meet ofrsat assess toper rmemt I Identifiootlon markings lag be shown only on Ail hfrber sizes are naninai dimensions. Fabrication ;book side of barricade rolls. Maximum ho lght of . i t zx4 Far Type II Barricades, all far (4f details are plus or minus 1/2• . 30 ISO' 165• lea• 30' 6o• -Y5• ' letters shah barricade Ill inch. I roll faces shall have reflective Nails may be used in the construction of the bassi - 35 L• - s zos• 225 245' ss• 7o• -so• I orange and reflective white striping, , code,, however, all connections will have an approved fastener. 40 265' 2S5• 320' 3 •x3' 1/41 bond elbow 45 +50 4' -0' min„ 12' -0' usual , naxinun is variable STAND POST GATE BARRICADE CHARACTERISTICS • 4ss• 540 so' -1 w • +r • PLAN _ see striping notes 12• -0' minirun opening TYPE. I II 50 500' 550• 600' 50' 100' -125' 5- - / \ 55 IC 550 605• 660• 55• 110' -140• 2%4 I %B _ width of Rail e ' min- 12• max a' min- 12' max Length of Roll 2 ft min 2 ft min 60 600• 660' 720' 60' 120' -150' LKI 4x4 2xq Width of 5trlpw•• 6 Inchon 6 inches 65 650' 715' 790' 65 130175• GENERAL NOTES 2x4 NOIOht 3 rt min 3 rt min Sea striping notes a Hinter Of 2 (one each 4 (two such It 85th PeroentlIs Speed say b used m rood. Mar. Rorl °czar lzsa dtrserlan) direction) trarn m.,n o a cod. ,wv .•tea toe po.md .pad um^ REFLECTOR RATION iX8 2x6 Roll Faeoe ' ifilly p.r Ieny,n ,mv. Dean r d f. L•L.nsth of roper (Ft. ) w•w,ath of orfeet (Ft, I The reflectorized white and reflectorized orange stripes PANEL .TYPE Ill S•Po.t.d Speed (Iwo for cho iellzino devices such as barricades, drum rt s and vel - I ' -2 i/2 ' z zz6 flETROREFLECTIVE SHEETING cat panels shall be constructed of retroreflective sheeting Width of Rail e ' mIn- 12' max meeting the color and reflectivity requirements of Material TYPE I I I z -6 4x6 for —'11 Length of Roll 4 ft min Type A • Engineer Grade Specification, 0-9-8300, Type C, unless otherwise specified 5' -0' 4x4 larger) width of Sfripee•• 6 inches Type B • Super Engineer Grade In the plans, Channel [zing devices used only during daylight The three (3) roils on Type III ii ✓\1 \ .,,1' Height 5 It min Type C • High Specific Intensity hours, may use any type sheeting meeting the color and re- barricades shall be reflective orange 11 \ /ice Number of 3 If facing traffic flectivity requirements of Material Specification, 0-9-8300. and reflective white stripes an one Typical fasteners ore 3/880 6 Refectorized In one direction as defined In Material Specification 0-9-8300 i/2' or S/B ' bolt with washers, Rail Faces 6 if facing traffic side (fart one-way traffic and both In two directions WARNING LIGHTS sides for two-way traffic. ring shank fasteners, or lag 3' -0' unless specified Optional Y • For wooden borrieadee naninai tuner dlmenelan till Warning lights shall meet the requirements of the Texas screws. otherwise In the plans. be sotlafoatary Prismatic Type—' For roll • lee than 3 feat Imes 4 Inch wide stripes Reflector Unit + q . _ B • Manual on Uniform Traffic Control Flashing arnings. shall be used ! wide Type A-Low Intensity o ic s. T ey ore Intended dOIztxXl str Ise the drd on signs end/ar proachings, poty tie lythazar to worn the driver that he le approaching a potentially hazardous area. Their use shall be as specified elsewhere In the plans, PORTABLE a - Iz 8 '-i2 368 I8 ' min. on Sheets DC ( I ) and BC (21 , or as directed by the Engineer. approx, sand bag Flashing warning lights shall not be used In a series. 2' max, 24 ' max, DELINEATION - ® E —� H — I 3 ' max PLASTIC Type B-High Intensity Flashing Warning Lights are normally 38min, /'""1 tt .�. used at/or approaching potentially hazardous site conditions DEVICES — 6 •min• 6 'moxe DRUMS 4 ' °0X' within the construction area. As these lights are effective ci 'Y• , '•" •Q in daylight as well as dark, they are designed to operate 24 Frlsmatic Type Reflector Unit a e M '}" 3 'min. hours per day. Their use should be specified elsewhere in the (White or Yellow) to Notch Metal drums used as a channellzing device or sign sup- s+ shall not be allowed, plans or as directed by the Englnoer. Flashing warning lights Required Ed9eilne Color/ n e - 28 'min. Do shall not be used In a series. 45' a Plastic Drums, set on end, and used for traffic warning type-C Steady Burn Lights are Intended to be used In a Approved support _ _ or chonnelIzation shall be approximately 36 Inches In • f p m height and minhrun of IB Inches in dl aneter. Two-piece series for delineation to supplement other traffic control Stripes to be 6 plastic drums should be base mounted with closed top, devices. Their use shall be as specified In the plans, these Delineators are normally used to Indicate roadway reflective orange Top may hove a hand grip. Two piece plastic barrels should Standard shoots or as directed by the Engineer, aligrcmnt where improved flightlma visibility Is needed but and reflective be weighted with a minimm of 30 pounds and a maximm of 75 When required by the Engineer the Contractor shall furnish other roadway features are sufficient for daytime align- white CONES pounds of sand placed In one or two sand bogs or a sand a copy of the warning lights certification. The cet ) the r on , ,. men+, They should generally be used on high fills and how- fitted base. When one piece plastic drums are used they will beme by the manufacturer, stating the lights meet the re- Izontal and vertical curves where only nighttime delinea- Pavement Edge VP IL VP IR Traffic canes and tubular markers shall be a mint - shall be weighted with o maxinun of 50 pounds of sand. qulrements of the latest ITE Purchase Specifications for tlon Is needed, Dellneators, when required for temPor will \\ nun 28 Inches In height when used on freeways or used Notts or adhesives may be used to secure base of two Flashing and Steady-Burn Warning Lights. use to control traffic through construction areas, be at nighttime, Orange Shall be the predominant color, an piece drums to pavement. Nails or adhesives should not be considered subsidiary to the Item BARRICADES, SIGNS AND Base and support may be made of various cones and tubular markers. They should be kept clean used to secure one piece drum to pavement, TRAFFIC HANDLING. When used, delineators an the right side - materials such as plastic or wood, and bright far maximum visibility. The markings an drums shall be horizontal , circunferen- STANDARD PLANS of the roadway facing traffic shall be white, Tho color of For nighttime use they shall be reflectorized or flat , reflectorized orange and reflectorized white stripos, delineators used along the left edge of divided streets equipped with lighting devices for maximum visibility, 4 to 8 inches wide. The first reflectorized stripe should TEXAS DEPARTMENT OF TRANSPORTATION and highways and one-way roadways shall be yellow, VERTI CAL PANELS ( VP ) Refleotorized material shall hove a smooth, sealed start within four inches of the top of the drum. There Spacing of Delineators on curves should be according to outer surface which will display the sale approximate shall be of least two orange and two white stripes on each 9- ' the Table below. Spacing of delineators on tangent $ec- Vertical Panels are normally used as channellzing color day and night, drim, If there are non-reflectorized spaces between the BARRICADE AND CONSTRUCTION + tons should normally be between 100 and 200 feet with the devices to indicate tangent or nearly tangent roadway Reflectorizatlon of t in ubular markers shall be o m - horizontal orange and white stripes, they shall be no more j , closer spacing for lower speeds and greater spacing far alignment where good target value of a device Is Imm of two three- Inch bonds placed a maximum of 2 than 2 Inches wide, STANDARDS higher speeds. needed In daytime as well as the nighttime. In add! - Inches from the top with a maxlnuii of 6 Inches between Color of drums before reflectorized stripes are added tI an, vertical panels should be used at the edge of the bands. Reflectorizotlon of cones shall be provided shall be orange. DELINEATOR SPACING shoulder drop-offs and other areas such as lane tran- by a minimal 6 Inch band placed a maximum of 3 Inches Delineators nay be placed on drums used In series for Radius sltlons wttere positive daytime and nighttime dellnea- fran the top, traffic channelizotlon as specified in the plans or as CHANNELIZING DEVICES of Curve 50 150 200 250 [50 400 500 600 700 800 900 1000 + ion may be required. Vertical panels should be mount- Cones or tubular markers are generally suitable for directed by the Engineer. Color of delineators shall con- BC ( 3 ) — 92 (feat[ ed back to back if used at the edge of cuts adjacent temporary usage (up to 8 hours) with other chary eIlza- form to the TMUTCO requirements. (feet). to two-way two lone roadways. Stripes should always Clan devices such as vertical panels or drums for long When warning lights are attached to drums, they shall be a" t ,. .au q -88 . w. 'm" Spacing, slope downward toward the traveled way. Material Used term usage. Care should be taken to Insure that they attached as per the manufacturer' s recommendations, a Lp • "'. • •.6w on Curve 20 30 35 40 55 65 70 75 80 85 90 to weight devices shall be sand. Nails may be used in remain In Their proper location and in an upright CWI -B CHEVRON signs should not be mounted on plastic 6-88 a.•- (feet) the final construction of VP support. position, drums unless specified In the pis. .•••. ow 7-99 IIeTd '' "°'•• m.- 4-92 Division of Maintenance and Operations 104 WORK ZONE SIGNS TYPICAL SIGN SUPPORTS USAGE OF CWI - 6 , ECWI - 6a AND CWI - 8 SIGNS CWI -B / GENERAL Standard alone shatI be used as required by the BC Standard sheets, F I XED SUPPORTS ♦ CWI -B the plans, or as directed by the Engineer to regulate, warn, and guide R pThe CHEVRON sign (CE -0) / traffic. All sign usage and erection ail be In strict accordance with '; Inay bo usedto replace the 'Texas Uonat on Unifor m Traffic Control Devices for Streets and J04 44 AI• Highway' ITMUTCDi . The Contractor *hall malntaln each sign as directed 1" hi4 S roadside delineation on thou by the Engineer. PORTABLE SUPPORTS curves or used in tran- The Contractor may use either the Sion designs Shawn an the OC Q slflans ar tapers. / Standard Sheets, or those Ion doatone shown In the . 'Standard Highway JL SIOn Dosipns for Texas ' lSH5D1 . All work Lana signs Pravldad for in d• coral \ r \ ,a e TUUTCD but no t detailed In the plans may be used when directed by - — 4x4 T•itbm TYPICAL the the Engineer, 2M Rral SPRIISG Pavement Surface ILLUSTRATION 2xeumr OF SIGNING SIZE OF SIGNS vs - + LOADED EGWI - 6a FOR A On secondary. roods or of ty street& where speeds ore I . smolt or \ 44 vin IMUR —`I BASE An UPWARD SLOPING ARROW CURVE TYPICAL size canstructlan warning oleos may be used with the written approval 2'-6• sign (ECWI -6o) is Intended I ILLUSTRATION of the Engineer and If the sign size is In accordance with the s.-g, TYPE III BARRICADE to be used to Indicate OF SIGNING •Typleol Construction Warning Sign Size and Spacing Chart' Shown on SKID UOUNT SIGN SUPPORT Far ant Cr two alma tp to a ml fl. the beginning of o curve FOR A page 68-2. 2 of +ne TWTCO. total of 40 spare feet.or transition. It should TURN For elan up to See BC(I) for berloodt canetructlmDOvflflt be preceded with an aPprO- MATERIAL$ 21 eptre twat, "fake rr stand r Past type brrlcade L foot priate curve sign when Contruotlon signs shall be made froewood, metal or other approved brrlaoaa roll %to support and typical rmtonan 2 35 needed, and should not be y-T CWI -6 Materlols, The designation of metol , flberglose, plastic and wood as wtIoal teat say be need to allot, fly, sport. - U.P.H, used throughout The curve /N primary materials far signs eholl not be Interpreted to exclude other i or transition. Advisory suitable rigid materials. speed plaque Is optional. in SIGN BLANK THICKNESS t r ATTACHMENT DETAILS \ S ( 45 25 Wood for signs shall be mtnlnue 1 /2 inch, medium density, outdoor TEMPORARY SUPPORTS EASEL ,� grade plywood, Aiunlnun sign blanks shall have a minimum thickness of Pavement Surface 0, 080•, for sign areas up to I6 square foot. Sign areas grouter than Siw toot ohm or .pal to 404 ft I6 aware feet should use a minimum thickness Of 0. 100 . SPRING LOADED CWI — 6 4, E j• n. NOTES'1 ' mi SPLICES SIDE BASE A LARGE ARROW sign All wood alone fabricated from 2 r more pieces Shall hove one or L sir (CWI -61 Is Intended to I. CWI -6. ECWI -6a t CWI -8 Signs may be Mounted an temporary supports. ELEVATION r be used to give notice 2. CHEVRON ollgnnant signs, when used, are erected on the outside of more plywood cleats, I /2 Inch thick by 6 Inch wide, fastened to the of a sharp change In a curve, ehrp turn or on the far aide of an Intersection, In line back of the sign and extending fully across the sign. I, Send bags may be used only d alignment (turn) In the with and at right angles to approaching traffic. Spacing of the signs REFLECTIVE SHEETING 3' mine If bag is resting an the direction of travel . It should be such that three are visible throughout the change In horl - Reflectorized signs shall be constructed of retrorefieotive sheet- j I noound. Other Walther re should bo pate odd with zan}al ollomm�t. See DELINEATOR SPACING an DCl3) . Ing meeting the color and reflectivity requirements of Material Spool - - not to be used. Other farms an appropriate advance 3. For two-way traffic, use sane arrangement of signs on outside of flcotlon• D-9-8300. Day Only is defined as a device that Is used only . Attr+ownt by of attochatent of weights to construction warning curve for each direction of travel . during daylight hours. bolt•, rut. L �Ir, easel or sign shall oat be n �\ \ ¢ turn sign. 4,plaque should lato advance warning CURVE r TURN sign with Advisory Speed Type A. B or C sheeting may be used for oils dos' only, applications. FPmT r ,rare will used unless approved by the be used when needed. Type A sheeting should be used for all , white backgramd, regulatory EUEYATI 1 be alloved a, Engineer in writing. Pave mn4 Surface signs. Type C Sheeting shall be used for all other application approved by Frgtror. TYPE II The above applications of sheeting grades to different type signs Haiti set II not BARRICADE wi II apply unless otherwise specified In the plane. b• atloved' TYPE A • Engineer Grade TYPE I Rex head Integral FIXED SIGN SUPPORTS �t TYPES • Super Engineer Grade BARRICADE flange bolt, nut, I ' TYPE C • High Specific Intensity 3' min. and lackwasher, SIGN LETTERS -- -- 4 required. All sign lettering shalt be clear, open rounded type capital let- Support as meet Type Sign tors as approved by and as plbllshed by the Federal Hlphway Adnlnls- Support as manufactured by Sign tra}l an. Signs and lettering shall be of first close workmanship soul - tea• wIm—H eOVnOt 1 \ I Franklin Steel Canpony, Post I,_ volent to that of the Department standard signs. w-scan Vtdth TIMBER POST min' Slanged bolt Franklin, Pa. Wedge . ZY ,6x .2r BREAKAWAY thyme YYT it " , and nut OR SUPPORTS AND MOUNTING HEIGHT Backing Aisle ROADSIDE 'L"ll„' j Thin Wall Tuba Type Sign Regardless of the type of support used, regulatory signs should not >: TYPE III ` be erected at heights less than 5 feet In rural areas or 7 feet in = SIGNS Support as n Pipe, by urban areas above the pavement eurtaca. Sign heights may be lowered If sly, rep BARRICADE TYPE 11 00.1 Southwestern Pipe, Inc. , approved by ' the Engineer In writing. ,•'<„ r.OtM ohm BARRICADE I Houston. Tx. Wood sign post supports shall bepointed white. g • 40 ee fact Reflective shooting Is not required an bock of barricades used as r Sims mat 3' Sign I NOTESt ts sign supports at locations other than project limits, r*plln ear* ohm Mtn. Post .---r 0. Installation commendednby ,( Signs may be erected an portable, #erporary, or fixed supports, for 1 3 One PI&to to �/!.d / use on canatruatlon projects to worn or guide traffic through and/r — can4truct. I 'a will be or recamnended by around the actual construction area. L- 4' stn, —i .Inen i • min. 4 ' to manutaatorer. PORTABLE - Slone erected on portable supports for lee an eonatruo arwnd CI TO Argi4 Da•' t t as°foos flan projects normally moan plane which re used during the daytime +o Clip AIg14 pnam.d *crops rape I II top of L)n• to stoat I* e• � grade Anchor worn or guide traffic through and/or round the actual construction 4 I older then supprt, 0. flange area, but at the and of the workday such signs are removed. I Booking Mal* @ttcrt. (optlonoll Portable supports shalt be as shown of this sheet or as approved by - b the Engineer. The bottom of the sign shall be a minlmm of and ( I ) to elm extend& TYPICAL ��A,t a I foot or the Retainer `ADSI foot above the pavement surface. Stuns rewired for nighttime usage 1 QQ ®® spacer strap--~ FOR !' t should not normalcy be Mounted an portable Supports, except when gQe of ei4R FLASHING - '•% approved by the Engineer, Settlement Backing and Clip aqi*. j n1 Base TEMPORARY - Where 0 sign may be required far a few days duration ryplmi 1e ARROW 0 O ® ® ® Q ® ( socket L :.xxve • Las lbvn O and then Is no longer needed, where a Il gn I a mowed San location to - PANEL location every few days, ar whore It Is not practlaol or dealrabl • to ASIM - A36 stoat. - Bose Post / FLANGED CHANNEL TYPE I .•1�y, 1•;l,r For traffic to O ® 3' -6' long SIGN SUPPORT provide a fixed moulting• such signs may be erected an a temporary SIDE move right. 1 type of support. Temporary supports shot ) be as ehownan this sheet r as approved by the Engineer. Slone erected an tenprory supports I�,a ' ^ ttEVArlox THIN WALL TUBE TYPE should be mounted at a minimum height of throe (3) font Measred to I SIGN SUPPORT the pavement surface. REQUIREMENTS MINIMUA FIXED - Sians erected an fixed supper+* for use on construction MINIMUM MINI RASA NUMBER VISIBILITY projects normally mean signs that re to remain in place for both day- ,/ TYPE SIZE OF PANEL - LAMPS DISTANCE time and nighttime usage to regulate, worn and guide traffic In Attatwwnt . moife rai4 12•x ATTENTION. At I arrow panels shot I be equipped STANDARD PLANS advance of and within the limits of the project Including the cross- 1/4 • x l • /' x It road approaches. Signs erected an fixed supprts should be at a mini - *ro e r •Idinp will an bolt D 30' x BD a 3/4 mile with autaratic mmnmq devices.my TEXAS DEPARTMENT OF TRANSPORTATION n height of . five (5) feet In rrol r Ur areas and seven (T) feet In ban b• at loved as wwpre,•d C 4B ' x 964 15 I mile A areas and other rural locations where sight distance obstructions re by Engineer. Hatt• will TYPICAL ATTACIaENT prosant. net b al loved. HARDWARE 1 . The Advance Warning Flashing Arrow Panel should be used for all lane olosres (multilane roadway) . or slaw BARRICADE AND CONSTRUCTION SIGN SUPPORT WEIGHTS POST SELECTION AND EUBEDUFNT Saving maintenance or construction activities on the traveled way. Arrow panels should not be used on two- Iona Where portable or temporay supports require the use of weights to roadways, detours, diversions or work an shoulders unless the CAUTION Bodo Is used. STANDARDS keep a slam or barricade from #rnln9 over, the use of sane type of Sim Area PaM •In °& Exemient death 2. Necessary signs, barricades or other traffic control devices should be used In conjunctlan with the Advance sandbag Ie recamiondod. The use of places of concrete, rock• Iron, nnah•s) 'cult be Warnlnq Arrow Panel . Steal or other solid objects will not be permitted. Isere teen feet minhmn1 - 4x4 a. The Arrow panel should have the capability of she so lowing our core ro fare ails LEFT ARROW. RIGHT ARROW. LEFT SIGN FABRICATION DETAILS W to t0 rant In the• ottIod and RIGHT ARROW el shall be The CAUTION node cans late of for corner tamps flashing voltage. Theousiy. IC to 21 I - 4xel or 2 - 4x4 sle,.teere In the plane. 4, The Arrow panel shall be capable of minlmm 50 percent dimming from rated loop voltage. The flashing rote of TYPICAL SIGN SUPPORTS REMWhenG g COVERING Ma aroorpr then zl a - 4x4 r z - 4xs FLASHING ARROW PANELS When sign messages mpy be confusing or no longer rep lo, the Signs the Imps shall not be eII than 25 dimes per e minute roar orro than 40 uitable per ornate. The AtivanCe Wrnin9 BC ( 4 ) - 92 &halt be removed or carp lately covered, Mien signs are covered the Flashing Arrow Panel *hall be mpunte0 an a vehicle, troller or other suitable support. motor Iai used shall be opaque, such as heavy ml block pi astla. Burlap 5. Minimum imp ton thmo' shall be approximately 50 percent for the flashing arrow and 25 percent for the m vne e'f signs. gn Upon cane WOOD POST CROSS SECTION • 9 -88 shall not be used to cover I s. 51 5 shall be renavad le- 6' . etlal chevron. t loan Of the work. 6. The T%DDT standard le the flashing arrow, however the sequential chevron may be used. The aequentlal arrow e1 L w ,n6W Direction of Traffic 4' should NOT be used. 7.89 N 4-92 Division of Maintonanco and Operations 105 Y, 34 " r- — 60'--- . 84 ' 84 ' ----- 60•---'t r--- 46 ' minlmm —^r 4'/4 a 3y• • 3Y4 ' % '. a A 6/CFZV4 p 8/C i • O A D 6 ' C t ' 6 ' C 2 ' I1VA1Iv E 4 ' D • I,z ' ROAD ONSTRUCT DN CONS �I RUC IION � • e � �lD _ aDD63L_ � /, ' 3 • ((�� (�\\\ RR • 4%x • 24 ' 3'/x ' 24 3�i ' ° (/� �f'�U/ 4 'D 36 ' � DUVV � � � DUV 6• c, J6 IIVUpjl�:J i 4C 11VW G I1V11 � � 1J 4'/, • UV 4'/z , 42 - ° lbDll 11 3D• /x LLIi e 4 •D czo z /e ��fQ� C 7/ * (�jIRI� fV1 (I ES �, 5 (VI (I f S"'. r 6 c 9 G20 I bL or 42 I bR 60 " X 24 " + 21/z • • IJCJ CIS IjV�J tl� __ _ (j_ III LC Jv _ 4/z ' pr412 ° 4 ' D • 84 " X 24 " � O � � 1 ACT © o� Letters - Black Letters - Block Letters - Block J 'R 3Y4 • Letters - Block border - Black c2O - I Nunerals - Block 620 I a Nuncrols - Black Nurorols - Black Border - Black Background - Orange Reflective 60 ' X 36x Border Black Border - Block Letterz Black Background - Orange Reflective 84 " -. X 36 ' O ReflaetiBackground - Orange Refleotive G20 - 6Background - ronOe ve . Arrow - Black Border - Black Alternate . ist line legend Arrow - Black Variable X 42 ° Background - White Reflective Sll© IN �6•c o WlD�iEI6 ' è NOTE 30 - . 020 - IS G20 - I B 4• ---Variable « G20-1 Series signs shall show 30'--y • 1 30'----1 L GHTIR! o J6 ' c diolenis mile.r Fractded to nandost �— D o GZO IL oecmeededl s wlllano be OC VDU 5 ' 03f 2 ' D D D L51�decimal ml les will rot ba used. • 1 4 • ER � 4 • p ' OO � N � � 5 . 03E 50 * 8 ' 12 1 ¼ 71/e ' 8 , I'--36 '----•1 I'---- 24 ' -'I �s •R �. 2 ' 30 ' 4 • Letters - Block 3 24 . `s" r/e 7 ' 2n _ rs _ M4 9N Border - Block � O t I OackOYointl - Orange flaflectiva 'uI ((/ \U 18 ' I • nnn - 2W"i 12 ' D 6 . 8IF 1 R 9 • Tha 1,14-9R. L or 5 ei0n Is tour or to dolour State �D��D UU B , 1 • ! Y/w ' Rto ebee used to detour Iacoi or ietlnral rwrbared routes. s t streets or roods that ore i S , C * / 3 • It/z •R %s 'R � i /° . 2'/z ' '~�3 vu I 4 • onto State or federal Also, when the N4-9R, 1 or 1 2Y4 ' } % reduce spaclnO 40% reduce spacing 402 nurbered highways however. $ sign Is used, 0 Sion It reduce spacing 20% it should not be used In IU4-9N1 with the new of tl/i .R 3E reduce spaoln0 40Y. Letters - Black M4 - 9R Letters - BlackIt reduce apaalnq 4gy. lieu eofg the N4- 10 sego at the street being detoured Letters - Block M4 - 8 Border - Black Symbol - Block M4 - 9S M4 9AR the beginning of the de- may be vaunted above It, 020 4 Border • • - Black M4 9L Border - Block 3• O ' X 24 " Letters Block •36 ° X 1 8 ° Background - Orange (Reflect- Z4 ' X • 12 ° Background - Orange Reflective M4 9AL orizotion Optional ) •• 30 " X 24 ' Background - Orange Reflective 30 ° X 30 " Symbol - Black 98 ' Border • - Black Backaround - Orange Reflective F t.-- 24 ' • F`- 6'/4 ' M * N--- 30'--- • 1 • • 3'4 • t O � D 1'--- 24 '- • • • --ry • • z• • I . i /4 ' 6 'D I%z • R 3'/x ' jjj I�- e '-•I 14% • • IIx ' R 3Iz ' • I j" 1 1I0• • i �(��V�� tl/2 ' N--- 46 '----'f ' � O 6 . 0 sIa• �� `./ \/ 6 • C Itl/:• I '3/at '/a OII'•R I s/n 1 D O ii! V OT 6X4 ' i �4 . i' •RI Dz • R 3I0• � O � D 4 . 0 • I I 2.0 B L ____ D • 2'/z • • 11 '.�,,I(r ! g'■ ' R 14'/z •R • - 00 • 30' U1J LI U Ii 6 •C •9R • JO' JO' /2R - ._ --. _. _ -_ 9 ' 1 4Y/a ' 30' 6 ' D I 2 . RI Letters - Black• r/z , Border - Black I 2 R ! BOB1 p 4 'D. ' z�'4 • re • 7h ' . le • 2 • s • 48 " X 30 ` Bast liana - Wnita Reflective 000 3 Alternate Ist line legend 6' D it e 6 ' C T I . M4 - IOR 34 reduce spacing 40% �� i z/z I'4 R I • • M4 — I OL Letters - Block B • D RI I 2S J�/z , I'/2R g/z ' 48 " X 1 8 " Arrow - Orange Reflective 24 ' RS _ I Letters - White Reflective Background - Black o e 8 ' D RI I - 2R 3f reduce spacing 40X - Bar - White Reflective �� N' " - � � R4 - 2 Letters - Black !� e 'D R I 1 - 28 R4 _ I Letters - Block - Black R4 - 7 Symbol - Black 30 ° X 30 " Border - White Refiactiva 48 ' —•+ D� IIU � D (� 335_, .. Border V ' �'• •i,'. ' Border - Black 24 • X 30 " Border - Block Background - Aatl Reflective • 24 X 30 Background - Whlta Reflective Background - White Reflective 24 " X 30 ° Background - White Reflective 5 . t ----60 ' - : ---- 6D' I -- FF* 4 'D • STANDARD PLANS • z4 -y / ( 4 ' TEXAS DEPARTMENT OF TRANSPORTATION MM13% 0 1'/4 • 4 ' I12 • R 3'/2 ' 6 'G C� fl0S0 6 ' G 14 • C3a/e • X4 r/2 ' % • 4244 .. D BARRICADE AND CONSTRUCTION • 30 5 'C 30 ' tlD 5 ' G IB• J • STANDARDS 92 r � D �aG� � 4 'G5` RI I - 3a LOfi c • 60 ° X 3O ° I /e ' R4• 4/x • REGULATORY AND GUIDE SIGNS LI d/4 ' 3 ' 6 ' BC ( 5 ) - __ Alternate •lot llne legend Letters - Black Letters - Stook R20 - 3 Letters - Black °'Lq"° ° "' 4 -60 ° � ; • • R I I — 4Letters - Black v .. Nunerals - Black Border - Block R20 - I. ° ° ` Q6µ Q � 0D�� OUT='C RI I - 3b • Border - Black 60 ' X 30 ° ' Background - White Reflective Border - Black Backgr - Blitk 7-99 m D D 24 " X 18 " Background - White Reflective 48 ° X • 4Z ° Background - Whit" Reflective •- ON 4-92 Background - White Reflective Division of Amintenanco and operations Ins 34• _..___.._ ///j c�/4 •R ///j 2V/ ' R 2'/ •R ///j 2'/ 'R i ./ ' i / ./ �. � i � /n m YA 0 4I ^x 1 h I - 3s/a ' R •. 792R 18` �e •j - - - - - ----- / \/l / 7'/x ' 1'It •R 121/ • /. I I W/s _ 1°/A I'/ ' fl l _ T _ _ _ 3• .1. 4+ e_ ...ttt"` i S 17+/�6 . 5•/4 — e/A ' — — Ifi/a _ _ _ __I _ __ _ . 12n ° ' /x TT% I%6 •R N ' i 14T/x ' \I2% I . � 2s i I /tiR12T/e { j 27 1 1/M�.,.—� 9/4 i /a ' 5/- - - - - ------- - - - - - ----- - I : / '�9a I 9/ • `rs. 4'/zT 19x ' �s. 4'/e •i I%z ' �s. 4'/z +, I%z • Js. a�s�e 2 Js. 1 1'/z ' I j % M ECWI - IR 1 y° • ECWI - 2R 1 1/a • ECWI - 3R I y • ECWI - 4R 3 . 1 ° • ECWI - 6o i t ARROW DETAIL FOR i 36 " X 36 " 1 36 " X 36 " I 36u x36 36 ° 1 36 " X36 * 1 36 " X 36 " ECWI - I ,• ECWI -2, ECWI -3, • � ' ECWI - 4 AND ECWI -6a. 11/ 3R 2/ ' R 3 ' R I 21/ ,R 3 ' R 3 , R 1 , / 1 211/ . ////j. //j 2' 2 ' I ti h. l • ,2,/t . : I I 1 /x ' ///J• I I'/ . I i / � ' A .1/6 1 AR' III IU' / _:_.- T ' C / }'� (tj' I�j' �_ _ / II[V� QIIW i� _.Z9;'_ .-;—_ /i' j / 1 3' / 4� ' UI'��.L . B . DR, ktt/// — —. _._. 15/N ❑U _ 6 .0 .� "`fff/// Yt . _._. {��'�/} {r��• ��-r YYY 1'�AV�I{ r?,�1� (�1F IH1\ . . : 1 4 ' _ _ I 3 — �OIIUNJ��V��IIBV _ _ _ ._._ . _ . '1_ , , —i — — — e • 6 X6_R_. r s D rc r \\ � Mi�i ��LL66 � �_ _ . _ 4 • 1 4Y4 ' \ A0 1 h% 6 .0 T' � � � tl tl IJ �r'JD� iI _ . _ . _ . e • cif _ _ _ q • q ' 14 ' 4 ' 6 '0 Aiternote r., 7 'C it � . _. _ ._ 1st Ilne I va I N `T . i legend y I 1/ 1 (�j( CW4 - 2R SCW6 - 3 s [� 1I��R -{{• s O O O IT X000 u 0 I CW20 8 pp 5� 5 GN17 'C I �000v .1 I e • C e6 9x 36 ' X 36 " z' 48 X 48 1 I� l � l) 48 " X 48 " - P/ ' 6 o pCW/2�0Sy7N MI (� T reauca rC�W20 - 1 B CW20 - 2B • C Lt 61JU B 11UVlW11.6 °". 40?. G IE spacin r� 0 0 �r'5� T 7 C 40acing 500 i� II 1 e• C CW9 - 2L CW20LT - 1 4oz cl IJ IIJJ .i. CW9 - 2R to� ro1 �r12 -{- 'CW20 - IC CW20 - 2C • UW � DluJS16 c CW20— IA e n T G CW20 2A 3 •R 3 •R CW2OBBR -I� I 48 " X 48 " ANIFADI 48 " X 48 " / lI U EU1101e 0 24CWX324 ° � USIC CW20 - I D u u -t 211/4 • I 211/4 • CW2OSG — I CW20 - 2D Speed value to be determined at the 1 I site by the Engineer. pq I AQ' i 3• R Is . h- 24 ' � T '0 Onp1 ISNV � 3 ,R (Aiitern(oote 1st line legend 1 2 . 1/x . 9 • i 3s/a ' O W • W TIC 1 tS � il � �6 ' C 6 394 ', 1 4/z._ T ' D _ _._._ -(o} 1 A — . �1— .— 7/C '. A4� 12 ' I _ A -F 12 ' I 51/ IIU (�5� 13 n M i IA CW20 SAL 18 . O 3i i o E * O�ON� IF ll T c If U 7/c * l — IN � I�JW III IL,/n111VIS 6 'C +�1 ._. 29 24 ' Alternate "a, i of reduce °a. I It reduce — —• '�r1I1`, 7,��y i _ 3% ' 1st IIna i spacing 40% j spacing 40% �� V�l LSO '9z • 6 ' C — . - � 99z ' 2 ' legend I 1 I'y�t1 (� /� �01CJ GIC \ •a Y • 1'/x 'ti /a ' LI V LIo 0 IJ Llo 4 • E k W/n11N111T 17 • D loco FT17 • C� �OOO �� 6 • G ,E 9 FCW2D - 7a CW20RP - 3 CW20 - 36 CW20 - 46 'e, {� r55�� {{ i 48 " X 48 i 3s/, . CW20 - 4A I UDDDIf U1 1 o CW20 - 3A (� 6 ' c CWI 8 FRMYI7 ' D g00IFI list 48 " X 48 ° 5 Oo V' ? I7 • C \ I 24 " X I6 " k Increase spacing 100'/. CW20FII 31/7 48 X 48 ° t reduce \ CW20 5B 24 Piaqup optic pu I8 ° X 24 " koptically space nunorols about vort. centerline �� 1 C/pnW2M0 3C /fin CW20 4C spocing YY 500FT 16 ' C s 3 ' 24 • p ' ,•.,I , ; aJ 7 0 WO U _[/-UD 7 ' 0 - A a q . C 40'/. J D A 1C AD I CW20 - 5AR CW20 - 5C 5D z i2 STANDARD PLANS CW20ST 3 CW20 4D i� n i� �f e • 000 z ' CW20 3D 48 ° X 48 " Q� SWJ16 ' C � � � 6D TEXAS DEPARTMENT OF TRANSPORTATION R98 . ,i 1yx , R CW20 - 5D j3 • 15 ' BARRICADE AND CONSTRUCTION gg R ; 1 'ft 9x R STANDARDS 6i/z . • '/ ' Y, ' - 1 $/ Y4 . GENERAL NOTES, 30• . 1 1 • 24 , . _ 6'/z ' . _�_._. ' All signs detailed on this T -'� 2q -- -. —•—• — . - CWI - 6 — I - -'— CWI - 7 sheet shall have Block / . CONSTRUCTION WARNING SIGNS y 1 — -_.—. — - 48 X 24 " I 48 X 24 " border, legend and/or 15 ' BC ( 6 ) - 92 13$6 • symbol on on Orange SCW I — 8 - 141/2 : I . . 13$6 ' 1 3/z ' 39z ' 24 ° X 30 ° 7/a ' D/z • R " a e.R. 4 -RB„ ws .�fia k . 1 •. • 4/2 ' reflective background. ', " 7-e9 . •. ON 4 -92 nivl .; lon .. r .,, f . vi . . 107 i " 34 ° 3•R 21/4 ' fl 21/4 .8 - 21� •R 2'/4 ' fl 21/� 'R //J 2. II/x ' 11% . 1 117/4 • I 11% ' ////T• ' % • / II/ • A Vz T/a � j � ! 6�• 40i MN `a ((\ll\\ 'q�'trrt / ti' tiJ...CCC/// _ _ '--- \ / ) 1 IOE A (((��} �N}-(��N— . D ' •— • — �� 31,x • —. . LZ — 6 • C \ --- I � tI A1oVlJ I111V V 61C .4 i 12, i C �1D � • a i ECWB - 2 Js, i II [ ECWB 4 s, s, °s. i ECWB - f SCW8 3 1 ECWB - 6 36 " X 36 " 36 " X 36 ° 36 " X 36 j FCW8 5 36 " X 36 " 36 X 36 ° \`r \ \ 3fincrease spacing sox Nreauce spacing 25X \ 48 " X 48 " \ly �Y" 21/4 ' R 21/4 ' fl /4 ' R 7A 'R 2'/4 ' R /x . II/z ' 11/x ' 11/2 I x 1 T/S , I t/5 . ,� ! ,� z/a • I /e ' M 'y6 hb I hb IO . 40 Ij I e 5 . O �11``)),,'' / R \.Aj - - J/ (1�, W� //u��/{,�-�UU001��H� 1 �q n N 4*D�f 11110 W V U 11 _ - 6 • B�( i ` _ • _. . .L".1 . _. _ 7*B - ' IIVU!/"U `V' 1I 11�t1 tI V�� Il Al " 11 • 31/z ' I o _ _ 5 .O - - ��•_.. _ .•___ . ._. . __t _ ._ /5 _ _. _ . _. _ ._. _ . ._ . _ . _ i_) 5` �sI111V �� f1U � 6 ' C� ._� 1 5 • M �1}} 7/x ' 4 ' M 6' G, R O I D * 12 ' OL 7 . O QI111 LEAD s SCW21 - 2A �s, 's. Js, I ECW8 7 ECWB 9 s, I I 5CW21 - 2 i 36 " X 36 ' SCWB 8 i 36 " X 36 " CW21 - Ia o ** CW21 - 3D 36 " X 36 " 36 " X 36 ° �'A �ne � 1 36 " X ng2 I 360 X 36 ° r f reduce Spacing 40X % rpdxe spacing 25% Alternate 2nd Ilna legsnd M reduce spacing 20% N reduce spacing 40% YYY Mkincrease epacing 50% 3 ' R 21/ •R 21/IV2 111/z • 111/z ' I%2 ' 2 1/5 • I y 114 • ////j I /n . Y. . r- 42 --� 4z hop I M6 I P o1) ! C 6 .O ' 1611/� ' 5 • 17 • • IB ' �� / 1 _ ' ! 4/z " �� gs � � uU � O � �� 1� r~�� M ,� pR � G�3 _ 6 'D R�T, 95 , fir/ 6�� j /e ' /�j/ ��'/��'(�} ��/( �D (\l\ I�'f �iL0ULLll 61C/.NJ_, HW IF _lL._. _ 31 G. — _ . _ ._. _ _ .T�_I�. _ . _ . _ . — . 1 . _ 611V _ .Q� , -- . -- _ }�—' I 36' II (5 � UU � 11 T • C LJL�IJ II � IJ 3C ��'�� O R (��/\f 3/x ,(\\ R /2 II fUl �4 6 0 \ /x /x 3 ' I \\ VVI LIUBU 6C \ IUI�U1 \ EAID) 0 2 � O � C 4'/2 ' i • rC ! NJ U ' O � TAE i• \Jc. I 2'/4P 4'/x 'CW21 138 i CW21 14L 3s I SCW2 1 — 5 s• 6PacInO 40% SCW2 1 - 6 I * reduce 36 " X 36 " 36 " X 36 " Yj FCW21 8 j 36 ° X 36 " 1 36 " X 36 " CW22 2 CW22 3 \ 1 * reduce spacing zs% 48 " X 48 " 42 " X 36 " 42 " X 36 " 4%z ' f I"/' o (@II.R�II IIA Dcf' flo 3 . 0 I LUINIAEVE]IMI4 ' 0k GENERAL NOTES18 ' c�1W IJ IS ISOo 3 , 24 X 18 " 16 , 3 . 24 " X 18 All signs detailed an this sheet shall hove Black border, �_ INB 12 3F reduce spacln9 20%21/4 , R 1 8 , 3 'R DG30G'' �� 3 . OOOVVI 4 • G legend and/of Symbol an an Orange reflective background. 11/2 . 2' I ' 5/a ' 41/x •./ x/e . 3 ' I'/4 • 24 • —w r•—� 29 ' — 0 6 • C � 1�1 4 'C Pt ! STANDARD PLANS M NO p 1 4 ' 5 ' z/2 • / °oLS3TD�ilr 7 ' C - - ---•_ _ = TEXAS DEPARTMENT OF TRANSPORTATION I - �� di _ ._. _ qG24 /aEfi a 50 I/x ,- , . GBARRICADE AND CONSTRUCTION -- - - - --- - - - - -- --- - 7©j bluth STANDARDS tU 6C � ' G1� 4� � L� _ _ oDojor 4 ' Ci in• - - - - CONSTRUCTION WARNING SIGNS s, CW2I - 15 I'/2 'R - -- - -I 3 CW22 - I BTE. BC ( 7 ) - 92 ` ' The CW21 - 13 and ant - 14 Signs mar be mirrored +a � lint IIbfltt � � � s Sho.+ the proper elevations of the lanes o a• 4 - se _ 6� shoulder drop off direction. T-89 . aN 4-92 • • m ' .._ inn ji, 34' Temporary. Construction Temporary Flexible - Reflective WORK ZONE PAVEMENT MARKINGS Raised Pavement Markers Roadway Marker Tabs GENERAL MAINTENANCE ( for use as guldemorks ) The Contractor shall be responsible for maintaining work zone and The Contractor will be responsible for maintaining work zone 4 , existing pavement mafking5 on all roadwoya open to traffic within pavement markings within the project limlt6. Work Zone Pavement •"I�I4— - the projects limits unless otherwise stated In the plans, Color, Markings shall be Inspected In accordance with the frequency patterns, and dimensions shall be In conformance with the Texas and reporting requirements of work zone traffic control device TOP VIEW FRONT VIEW SIDE VIEW Manual on Uniform Traffic Control Devices (TARITCO) . Additional inspaetions. The markings 6houid provide a visible roforence for ( supplemental pavement marking details may be found In the plans a minimum distance of 300 feet dur Ing normal daylight hours and fi or bpeciflcotlon5. 160 feet when Illuminated by autaroblle low-bean headlights at q • - - _ _ night, unless sight distance Is restricted by roadway gemetrlcs, 2 ' Work zone pavement markings shall consist of guldemorks, short Markings foil ma to meet this criteria shall be replaced as re- term markings and/or standard pavement markings. Unless otherwise qutrod by the Engineer, shown In the plans, materials used for work zone pavement mark- • j Inge shot be point and beads, - raised pavement markers, prefobri - REMOVAL OF PAVEMENT MARKINGS 4 ' s IVB " I Adhesive pad cated pavement marking material , temporary flexible-reflective 14 1 ' reflective strip i roadway marker tabs or other materials approved by the Engineer. Removal of pavement markings Includes centerline, channel IZIng Point and bonds shall not be used for removable markings. lines, one lines, edge lines, words, arrows, symbols and raised pavement markers. �, , All roadways to be opened to traffic shall be marked with short term markings or standard markings as shown In the plans, at the Pavement markings that are no longer applicable and which may end of each day' s operation. Unless otherwise shown In the plans create confusion or direct a motorist toward or Into the closed or approved In writing by the Engineer,a all concrete surfaces portion of the t roadway, shall b. Trhestandard to above shall not apply to an detours or a short durst ien of a few houro, where flagman gsdtor Standard pavement markings shall be Installed In accordance with sufficient channallzing devices are used In lelu of markings to the Texas Manual on Uniform Traffic Control Devices (TMUTCD) and outline the detour route and the detour Is not to be maintained as Shown on The plans. When short term markings are required on during nighttime the plans, short term markings shall conform with the TMUTCD, 4 • �� plastic reflector the plans and details as shown on the Standard WZ (STPM) , Pavement markings shall be removed to the fullest extent poss- ible, so as not to leave a discernible marking, by any method All asphaltic surfaces which ore to be opened to traffic shall be that does not materially damage the surface or texture of the • marked with guldemorks Immediately following placement and final pavement. The removal of pavement markings may require resurfaces rolling of any course- Guldenarks shall consist of a single Ing or seal coating portions of the roadway, normally full lane temporary flexible-reflective roadway marker tab or a single wldlhs. Subject to the approval of the Engineer, any method that temporary construction raised pavement marker of 40 foot spacing, proves to be successful on a particular type pavement may be used. Blast cleaning may be used but will not be required unless Guldemorks shall be placed In proper alignment with the final specifically shown In the plans, Over-painting of the markings Y4 . location of future pavement markings. Any guldemorks, not In SHALL NOT BE permitted. Removal of raised pavement markers shall alignment with pavement markings shall be removed by the be as directed by the Engineer. Contractor at the Contractor' s expense. Guidemwrks shall not be REFLECTIVE SURFACE used to slwulote edgeflnes. Removal of existing pavement markings and markers will be paid q , T for directly In accordance with the Item 'ELIMINATING EXISTING When Inclement weather prohibits the application of short term PAVEMENT MARKINGS AND MARKERS' unless otherwise stated else- markings or btondard markin an gs as cat led for on the plans, upon where In the pls, approval of the Engineer. guldemorks may be considered as tem- porary short term markings for asphaltic surfaces, The placement 4 ' of pavement markings as shown on the plans may be delayed until Nelght of sheeting will be determined such time that weather permits application of pavement markings. SPECIFICATION REFERENCE TABLE plastic reflector IAATERIALS AND TEST SPECIFICATIONS (0-9) by notes under MAINTENANCE, When standard pavement markings are not In place and the roadway JIGGLE BAR TILE 0-9-4100 (Usually more than . 2 Inch and loss than I Inch, ) is opened to traffic, DO NOT PASS signs shall be erected to mark PAVEMENT MARKERS (REFLECTORIZED) D-9-4200 the beginning of the sections where passing Is prohibited and TRAFFIC BUTTONS D-9-4300 PASS WITH CARE signs shall be erected to mark the beglming of EPDXY D-9-6100 the sections where passing Is permitted: BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS D-9-6130 PREFABRICATED PAVEMENT MARKINGS - REMOVABLE 0-9-8241 Temporary flexible-ref led -lye roadway marker tabs used as RAISED PAVEMENT MARKERS TEMPORARY FLEXIBLE-REFLECTIVE ROADWAY MARKER TABS D-9-8242 guldemorks shall meet the requirements of Deportment Raised pavement markers ore to be placed according to the pat- Specification 0-9-8242, terns on BC (9) . Raised pavement markers used as standard pave- Tabs detailed on this sheet are to be inspected and accepted ment markings or to supplement removable markings sholl meet the 4 ' —� by the Engineer or designated representative. Smpling and requirements of Item 'RAISED PAVEMENT MARKERS' , PREOUALIFICATION PROCEDURES MAY BE OBTAINED BY WRITING testing Is not normally r ' Beelo, nay of the option of e the FEngineer, either 'A ' or ' ' below may be imposed to assure Unless otherwiseshown on the plans, raised pavement markers will Oivi510N OF EQUIPMENT AND PROCUREMENT quality before placement on the roadway. not be allowed for words, symbols, and shopes, diagonal or teuns- TEXAS DEPARTMENT OF TRANSPORTATION (TxOOT) A) Select five (5) or more tabs at random from each lot or verse lines, 125 EAST 11th STREET shipment and submit to the Division of Materials and AUSTIN. TX 78701 -2483 4 ' plastic ref lector Tests to determine specification conpiionce, PREFABRICATED PAVEMENT MARKINGS B) Select five (5) tabs and submit to the following test. : 1nnit > - Affix five (5) tabs at two (2) foot intervals on an Removable prefabricated pavement markings shall be a naterlal of asphaltic pavement In a straight i Inc. Using a medium manufacture and product code or dasignotl an shown on the list of size passenger vehicle or pickup, run over the markers approved materials covered by the Department Materials with front and rear wheels at a speed of 35 to 40 miles Specification D-9-0241 . per hour, four times In each direction. No more than one ( 1 ) out of five reflective surfaces shall be lost or Non-removable prefabricated pavement markings (foil book) shall be STANDARD PLANS y'4 displaced as a result of this test. a material of manufacture and product coda or designation shown on the list of approved materials covered by the Specification TxnOt TEXAS DEPARTMENT OF TRANSPORTATION 550-74-01 . Adhesive for guldemorks shall be bituminous material hot The lists of approved prefabricated work zone pavement kin BARRICADE AND CONSTRUCTION applied or butyl rubber pad. materials toy be obtained from the Divlslon of Equipment on STANDARDS Procurement. PAVEMENT MARKINGS guldemorks shall be designated asn n YELLOW - (two amber reflective surfaces with yellow body) , B C ( 8 ) — J 2 WHITE - (one silver reflective surface with white body) . • 4 -92DnIIcl - Dimensions Indicated on this sheet are typical and approximate, Variations In size and height may occur between markers •or devices •- LR T'�+�^w 6w • ' . made by manufacturers, by as much as 1 /4 Inch, unless otherwise noted. aN Division o£ tm mrammflnc nna nnerm inns 34 ' PAVEMENT MARKING PATTERNS STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS Type It -A - A Type Y buttons CENTER LINE & NO - PASSING ZONE BARRIER LINES FOR TWO LANE TWO-WAY HIGHWAYS -.1 5' i3 • DOUBLE RAISED L ❑ d o a 0 0 a o/o o ❑ o MAKERS 4 ' to 12 'i- ❑ 0000000 ❑ O 0000 10 " to 12 " a Type Y buttons 10 " to 12 " Type ll -A-A �y NO PASSING 4 ' 1 Ia 0 0 0 v 0 0�0 0 0 0 0 0 Pe1Nr 4 ' to 12 ' �^•�-,�� • o 0000 v 000b ❑ 0000 v LINE ` EAD 1^ _ -_ f YeI low � a00o ❑ 000 ao o Ovoo o1a0 o ❑ 000a000 ❑ o Yellow - Yellow Type Il -A -A Type Y buttons PAINT . & BEAD - PATTERN A RAISED MARKERS - PATTERN A Type I -C , I -A or Il -A-A Type W or Y buttons EDGE LINE R FEAISED ❑ 0 gyp ` ❑ 0 0 0 � 0 0 0 ❑ o 0 SOLID RRS 5' t3 " I^ OR SINGLE G3 Type II -A-A . Type Y buttons a LINES NO PASSING LINE fAlxr i DEAD ❑r0 0 010 0 0 0 Of O a O O O as O O v 000 0000 0 O v O O O a l a 0000 - White or Yellow 1 Yellow � 4 " to 8 " Type Y buttons G " , to 8 " Type I I -A-A Type I -C Type W buttons PAINT & BEAD - PATTERN 8 RAISED MARKERS - PATTERN B WIDE q -y r- pA15E0 ❑ O 000000000000 LINE wRCEa5 I • - 2 ' T ❑ 0 0 0 0 0 0 0 0 0 o (FUR LEFT TURN CNANNELIZING LINE PAINT W� 11 B OR CIIANN❑IZING LINE USED TO L DEAD T' T' EDGE & LANE LINES FOR DIVIDED HIGHWAY OISCWRAGE LANE CxANOING. ) � Whlte Type I -C 00000 ❑ 000 a000 ❑ o 900000 ❑ 000 a 000 v 000 o 000 a 000 ❑ <//. � Type W buttons < Type I -C or II -C -R a 40 ! 1 —•I � Whlta '^ �� A� RAISED O O O O ❑ O O O O ❑ •� Yellow v 0000 0 0000 a Y ❑ 0000 0 0000 v /// G7 Typo 1 -A y - Type Y buttons G1 waxsas � 10'� 30' Type I -C or II -A-A / 3 • _q • . g • ti BROKEN 0 0 0 0 0 a 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 a 0 0 0 a 0 0 n 0 Type W or Y buttons a v 000 a 009 a 000 a 000 v O 0 a a 0010 a 000 a 000 a 000 a 0 a 00 LINE . I. 40' . 1 • _-a Type NA •� Type Y buttons t PAlxr ❑ -. ®� ❑ / ® WON CENTER LINE i DEAa Yellow v 0000 a 0000 0 0000 a 0000 a 0000 a Oa LANE LINE, 1 10' 30' White or Yellow ® White ® ® ,3� Type W buttons < Type I -C or II -C-R Type I -C or II -A-A off/❑ c o 0 a 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 v 0 0 0 a 0 0 0 v 0 0 0 (when required) PAINT & BEAD RAISED MARKERS Typo 1 -C REMOVABLE MARKINGS 5 • _5 . WITH RAISED I -1 LANE & CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYSii PAVEMENT MARKERS ® I® Type W buttons Type I -C / If raised pavement markers are used �T' <t' to supplement REMOVABLE markings. Raised Pavement Markers a 0000 0 0000 0 0000 0 0000 0 0000 the markers shall be applied to the ___ White 1 a Type II -A-A Type Y buttons a top of the tope at the approximate o v 0 0 0 0 do 0 a 0 0 0 a o 0 0 a 0 0 0 0 0't ' a a o 0 0 0 0 a 0 0 0 a CO 0 mid length of tape used for broken 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 v 0w 0 a 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 linos and of approximately 20 foot I•- 20' t I ' -- I spacing for solid lines. This allows Yellow 0 0000 0 0000 a 9000 0 0000 0 0000 0 an easier removal of raised markers �• _ � rev and tope. pe. White R Type W buttons Type 1 -C PAINT & BEAD RAISED MARKERS NOTES' Pattern A Is the Department Standard, however Pattern B may be used If approved by the Engineer. Prefabricated markings may be stmsitituted for point and beads. TWO-WAY LEFT TURN LANE STANDARD PLANS ____ a 0000 a 0000 0 0000 a 0000 0000 Raised pavement markers used as standard TEXAS DEPARTMENT OF TRANSPORTATION White ®C3 Type W buttons Type I -C 41/t❑ pavement markings shall meet the require- , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 0 0 0 a 0 0 0 v 0 0 0 a o 0 0 ❑ 0 0 0 o 0 9 a ments of Items 'RAISED PAVEMENT MARKERS' ® a OOOO a 0000 a 0000 a 9999 a 0000 and ' EPDXY. • BARRICADE AND CONSTRUCTION ® ® Yellow Type Y buttons Type ll -A-a STANDARDS a 0000 a 0000 a 0000 a 0000 0 0000 ® 0 00 00 v 000 v0 000000 v000 ❑ 00000000000 a 00000000 PAVEMENT MARKINGS •:, q ; • �� .R�r> � v. " ❑ 0000 ❑ 0000 a 0000 0 0000 a 9000 0 • , • • White • Type W buttons Type I -C BC ( 9 ) - 92 `T/ • RAISED MARKERS •" °" " 4 -9n not "e`• PAINT & BEAD , ,,,", . . . - ' LR " vicew gN .: : j . . 0 . 14 . __ - 4 - - - - VARIES TY. III BARB. DdN YIIR TY. III BARB. )FAt[ MPlIF15 �� TV. III BARR. I � ® , / ° �O O 0 ° ° ® ° 4v EXISTING ROADWAY ° �® �� DeN YIiN I ) WITH TRAFFIC ONE% 1ST ING• EXISTING ROADWAY VEPIIVL PkEIS I7 WITH TRAFFIC ON EXISTING. BUILD ONE DRIVE. BUILD ONE-HALF OF DRIVE. � iri• 1 TY 11I BARR. 2) BUILD OTHER HALF- OF DRIVE . _ - _ _ 2) OPEN COMPLETED DRIVE AND BUILD NEXT DRIVE. um YRH walm PNIS DIN YNR I )M.) IrIP Y[RI . ) 11 III 2) BUILD OTHER HALF OF DRIVE 4 — /! / / / 3) AFTER TRAFFIC MOVES TO NEW ROADWAY ' BUILD REMAINING CURBS. 1 � Dox n,x� MULTIPLE ACCESS DRIVES YFA)I"CN.YPYO.S YtREx Pole —'— ured tim. I 3) OPEN DRIVE. 4 ) AFTER TRAFFIC MOVES TO NEW ROADWAY, BUILD REMAINING CURB. TEXAS DEPARTMENT OF TRANSPORTATION SINGLE ACCESS DRIVES DISTRICT 12 C: CONSTRUCTION SEQUENCE FOR MISCELLANEOUS DRIVES GIST 12 TC8OI0 90 DREG. 34G, IX ) TATE _ REV16IONS �S TEXAS CRP91 (Z6MX noJttT � /4 DtIT.k COUNTY wiHLj I ,, )= NA4RiS A/z m9 52 YD6aT [ 26]. :931 TCP931E . DGH TCP Minor Operation TCP Where Shoulder Is Closed Minor Operation ( TWO WAY ROADWAY) ---_! � _____________________ — --"""-`- Where One Lane And _�----_'---- 1 IY_""�� Shoulder Is Closed ZONE WAY ROADWAY) IfL v i( c VP- iR -- _"'"'-_'� —� �� W _� _\ 1Ati LA � � R20-3 / .l- LJ I ZI DRukS WITH VERTICAL PANLES —�� R\ __"� ON EVERY OTHER ORIH SEE TABLE FOR SPACING run e X / coxslAULna 6 �W tYI a�A0 Q • 20-IspL Eli UTILItY NIAR cze-z �/ in EAU 1 anon AAK 6222TYPE I I i ( D ) BARRICADE • 4 Q _ H X FOR CULVERT i10ENRIG 61 IDEA I50.AIEo WOP[ WI lION its PROJECT IIMITS ,✓ EXCAVATION dad drum 11. truck crol cepabl litV la prfrl FERVICHK and abarricades e rac rbectlonat iYi ,t't :� 21. safetyPlastieas ora m rthe�p ane, be used fa pedestrian ae trlctt In the a. EXCAVATIONII • I COASORTUBULAR • MARKERS SEE TABLE • 30' Min. FOR SPACING Poway IF FLAGGER IS NEEDED CW20-7a SHALL BE — , PLACED OX' DISTANCE IN ADVANCE OF m This berrice5e rot rewired on ore way r PERSPECTIVE 4CW20-7a FLAGGER AND BETWEEN OTHER SIGNS IF FLOG ER t6 NEEDED C INB Ale SNCELO BE / r-y PLACED 'X• D SEANCE IN ADVANCE OF {®-t FLAGGER An0 BETWEEN OTHER SIGNS -� • CW20-7a _ I . • I . _ Eh9 cy4-2R ' LRd U11LIiY MA9K 020-2 I 4SPL ORUm WITHCHEVRON ( CWIOTHER D DI EVERY OTHER OflW CW20- SEE TABLE FOR � / tUa f SPACING °1 sliiroR+ .a.. IO1Y to MA u"I s MwIx5 uN.7 _ OBSERVE • „ LOSS EDNEAO I L LM.C �` .was. s.o 0 I STSATE This barr:cado PLAN P29-3 a CW20-50 - 6aA � OP not Eatend barricade on al de of epproecM1trg y y roe- v \ lrerfleifwidth makes It recta y. StCULFA - 9mLL I `.a we.n :er • 5ECTIDN A-A N B. M. G. F REQUIRED FOR EXCAVATION " LANE CLOSURE SMALL BE DUPING EXCAVATION OPEN OVERNIGHT 'I iiFLlIt, B 0Nu v1 IGE A Iactdes oo ba A B -Dire<tl ac ed actor I• ♦\ OFF-PEAK AND WIN HOURS ONLY AS DIRECTED SEE TEFf;flPRY BARRIER, -A:Kt ftnsxl . \ BARREL MOUNTED GUARD FEANCE STD. a9E tt of sf0 , Type I d 6M1 ming Light I2 9Y S. D. H. P. i, ENGINEER. N / Va \ deal reble 4CW20- 19PL L� L� O O 0 • SECTION AA dl PFe'o.. 8' tt 10' It 2 dml <requig batxeen hum. EXCAVATION n. of 21dnava required: • B. M. G. F REQUIRED FOR 1 • OBSERVE ExSEE AIEMOPARY SARPIEPHT -........«......................._ 6'PANINO BARREL MOUNTED GUARD . . . . . . . . . ................. . . IGNS FENCE STANDARD TALE LA • R20-3 TYPICAL TRANSITION LENGTHS AND Legend SUGGESTED MAXTHJM SPACING OF DEVICES • CONSTRUCTION WARNING ,a , .r eerrtcede TEXAS OEPARTI•ENT OF TPANSPC.RTATION . SIGN SPACING Taper F'Ormul el MI TsIa I--OHy I—IW' Heavy Work Vehicle DISTRICT 12 Ona x L • ( SI • CWl for ,ponds of 45 or awls %.s ) On . agent: pad or Mm-a Olet.c. L • IW) ' CSI • l51 / 60 for apeodsm0t 40 0650` arm ' lapse ae' 760• -15 Troller mounted or loss. 6 1 0' )fT rlauhing arrow Where$ L• 225• 245 i.�✓✓ board 35 in L • Mlntmum length of toper. 40 ICe S • Numerlcei volua of pos cad :peed 295 ]204W . Truck tdountod Attenuator speed. limit work or 85X. X50. Sag. ( optional ) pr to UTILITY CONSTRUCTION • W • Width of i toper offeet. 55 (I 500' •"V Fl aggor B 65 750 50 — 55 L•vs 550• See- 660• 55• It� -142• • It Chaing davaean e ,le_ nneltz DIST 12 TC4050 90 Taper length far the closure of a 12 fast lane with 55 MPN Flag 4a 60 6a0• 66a i t. su &Oswl • a posted :Peed Ilmlt w�A ei 650• 115' 16tt 65• 120 -1>5' GPIG. DWGt5taiE t[¢A+t slo reoaet r0.m L•se 12 •e2th P.ea..wre eased ma. b. .,sed a. . e . naems4 ••a••dL•S60 fee w a tts ..sift easd REVISIONS, 6 TExA5 2 tape wwthe w.. assn .s e d . COUNTYX112R RIS m 0 Wr+.li� OSA?t ( 260. 2501 TCP4e53 7GUGN 34 • SIWIAI TYPICAL TRANSITION LENGTHS AND SIGNAL SIGNAL aDcITY 55 falllsE � � Ai4xr utz CWISIW SUGGESTED MAXIMUM SPACING OF DEVICES CONSTAUCT IO )" I CONSTRUCT IO aasco w AHEAD STATE SGtE UII • _ CW20 - 5DR O Mml oselrable spacing d MDevice AHEAD caIrAACrDl Flagger & FCW20-7o sign may be loner Lenaina tttt Spacing or device required according to field conditions. CY14 - 2R CW205G - ID Posted 10' 11 ' 12a On ° °" ° NI CW20SG - ID G20 6 R20 3 $needtt FO^ to offoe+ or£setofese+ raper Tangent CW2OSG- ID Open X X X 30 x 150 ' 165 ' 180 ' 30' 60 ' - 75 ' "' z trench LOO X X X 100' min L 205 ' 225 ' 245 ' 35 ' 70' - 90 ' Detector A 35 L = 60 CgBl EfIUI 4D' Location Type I v 'V 'Y 40 265 ' 295 ' 320 ' 40 ' 80 ' - 100 ' Barricade 620-2 °t 45 450' 495 ' 540 ' 45 ' 90 ' - 110 ' ee night 8 pl ® ---I � • 50 500 ' 550 ' 600 ' Al ' 100 ' - 125 ' AI (opt local ) ( __ q$ —•- • -•—■ t Flashing 55 L =WS 550' 605 660 ' 55 ' 110 ' - 140' g 60 Arrow Panel 600 ' 660 ' 720' 60 ' 120 ' - 150 ' (optional ) .— -- ■ ■ r 65 650' 715 ' 780 ' 65 ' 130 ' - 175 ' ---° ■ •— MAJOR STREET a * 85th Percentile Speed may be used on o I Channel lung I � roads where traffic speeds narmaEIY a exceed the posted speed limit. I � devices shalt-- -- — �� X. * rapr lenahts have been rounded off. DD L:Length of Taper (FT. ) be ref. i ec+orized. CQv51AIXnm (optional ) w*width of Offset (FT. ) SIGNAL s-Posted spend (MPH) G20 - 2 Daytime - Four Lane Roadway )wE Cal AHEAD IO SIGNAL IAV*ING A(TY5 CONSIRUCTIO X D I STANCE sires STATE �, e-- AHEAD STALE Ur Cpy1RACIOR Posted X R20 - 3 CW205G ID I CW20SG - ID Legend Detector G20- 6 1� 100' min L X 657, Speed Mtn• t Heavy Work Vehicle Location e57 Distance Type 1 `I (MPH) ( feet ) Type I Barricade Paved Shoulder saved Shoulder Barricade " 30 or less 80 da, °® Type I Barricade with warning light ■ a SIGNAL 35 120 (Type A Low Intensity. l coesTEAD 40 160 TYPICAL ADVANCE S I GN I NG ® Chonnellzing Devices _ Flashi nq AHEAD 45 240-Ivp— Arrow Panel 50 320 ® Flashing Arrow Panel ZRIGH " • _� " toptlon 50 500 CW2oSG - IDPaved Shoulder ■ ° Paved Shoulder R4 - 7b Flagger & CW20-7a sign may be required according to field conditions. SIGNAL. Typical channel izing device is the 28 ' cone. Plastic CONSTRUCTI@ Daytime - Two Lane Roadway Bruns nay be used If approved by the Engineer. Metal Bruns AHEAD \\ shall NOT er used os sea chonnellzl ng device or sign support. >ECWI -60 ECWI - 60 For sbe re closely advancing Dcects, advance signing TYPICAL DETECTOR INSTALLATION may not be required In advance of each Intersection, CW20SG- ID but only In advance of the Intersections at the project Ilml ts. See details elsewhere In the plans for advance Nighttime - I . Channellzing Devices shall be reflectorized, signing requirements. 2. Barricades shall hove Flashing Warning Lights. Advance signs and barricades shall be In place when signal . % construction operations are In progress. The contractor may ■ �• reeve advance signs and barricades when no construction SIGNALoperations are underway If permitted elsewhere In the plans. SIGNAL I T CONSTAUCTI Sidewalk ■ Crosswalk Obstructions or hazards at the work area shalt be clearly CON AHEAD 10 -a- � I Z AHEAD Sidewalk w ° Crosswalk "° Qtp marked and delineated at all times. All holes, trenches or other hazardous areas shall be dT adequately protected by barricades, lights or other protective p Bldg. 1 " ■ Bidg' II 5 ' R devices. Trenches shall be covered or surrounded with orange C \ 5 ' R • plastic construction fence as directed by the Engineer. I CW20SG- 10 \ . min max II Flogger and FCW20-70 sign may be required according to CW20SG - ID R Rq 7b I VVVIII ��LLL��yyy111 field conditions. Vehicles parked In roadway shall be equip- Fed with two strobes. High level flags at corners of vehicle may also be used. Work operations that require work vehicle In traveled way 20 minutes or less may use cones, high level _ _ _ _ _ be ps and strobes eh advance warning devices.e Cones shighldmy speed • _ — a-o-o — —a— �e —�— — — ECWI -6C rural Intersections.•• ECWI -6o 4 ' max STANDARD PLANS ° ■ ■�' " , A TEXAS DEPARTMENT OF TRANSPORTATION ft — SIGNAL b RU" . T T Pr e" T e I T■ T - - b COHSTAUCT10t • I RIGHT Sidewalk maxim " min Sidewalk min TRAFFIC SIGNAL AHEAD INSTALLATION • t SIGIiAL •• R4 - 7b Bldg• Bidg. BEEP I COljAHEA910� TYPICAL DETAILS • CW2oSG - ID I a RIGHT `v' Channelizlnq devices should not be placed closer than 5 foot radius (minim m) to signal poles. ( I Of `L ) W Z ( B T S - i ) - 92 R4 7b ( CW20SG- ID • Perking may be eliminated by placing channelising devices In spaces. . w w ,.A19 ei ,n c•m w,c• 4 -9n If pedestrian walkways are blocked, refer to TMUTCD, Figure 68-4. 1 . w"•LRNT c12,c $6w Gal q' e �[cM 531 TYPICAL HANGING • SIGNAL INSTALLATIONS • TYPICAL RESTRICTED PEDESTRIAN MOVEMENTS ___ " "'" '" Advance warning chtnneliznn9 devices are optional . • c �fzo ' IZ oe9 . w„ Operations 116A Division of Maintenance and a tions _ t SC GENERAL R° 11/z • 60 ' All traffic control devices shall conform with the Texas Ri�z . 24 48 • —„ 48 ' - 'Manual on Uniform Traffic Control Devices for Streets and High- ___________ 1 ______________ ways ' (TµU7C0) , and shall be maintained os directed by the _ Es fi Q . D E 4 , D is ' fE (�j D 6 , C Engineer. Additional guidelines for traffic control devices may (((�� uu vv L,2 II PS uv be found In the TMUTCO. ( v( �i 5 ' D 3 • })'� • WARNING LIGHTS ILJ(v�\1 q " II/" • G°aDDG�3C� � 4 • D 24� (r� o (VR � �( � jj !j ��(' � O (�j Wnen required by the Engineer the Cantraator shall furnish o 4 • D 3' Ill`s IUAVI u U u Uv 6 • C copy of the warning lights certification, The certification will be by the manufacturer, stating the lights meet the requirements 1/z ,R % 30' 7 , q • r�'' O Ty 4 • D 4l/z . of the latest I7E Purchase Specification for Flashing and Steady- s / • 42 • 42 lLi U 3 ' Burn Warning Lights, 30 ' y/z • TA 1I 4 ' D Letters - Block REFLECTIVE SHEETING 5• �Q 0 L5 • Gi20 - 2 Reflectorited signs shall be constructed of retroreflective 1°/w T • '4- - - - - __ s/e ' 3 ' Border - Black sheeting nneetln0 the color and reflectivity requirements of 201/14, _ 14]/4 • 6 . C r/� • 60 ° X 2 4 " Background - Orange Refl . Material Specification, 0-9-8300. Day only Is defined as a device � O � `� �Q�'� 0 � , 4 ' D that is used only during daylight hours. 5 " D .I(�- 6 • 3;/z ' Type A. Oar C sheeting mcy be used for all , day only, k-pil - IJrYU` U u • I cations. Type A sheeting should be used for all , white back- ground, regulatory signs. Type C sheeting shall be used for all 3 ' Letters - Black 020 - 6 Letters - Black • j other applications. R20 3 Border - Black Border - Black Letters - Block 48 ° X 42 " Background - White Ref1 . Var . X 42 " Background - White Refl . s4i I p The above apps l cations of sheeting grades to different type R4 - 7b Symbol - Block ( 48 " min . ) 3II �' N �e L� 6• C signs will apply unless otherwise specified In the plans. 24 " X 30 " TYPE A • Engineer Grade •Border - Black y 4Y , TYPE B ' Super Engineer Grade Background - White Ref ). R� TYPE C • High Specific Intensity lam 7 , C • SUPPORTS AND MOUNTING HEIGHT fI j j H``-7ftviMUh`Mtl'2Jl IIItFUrt-VO4lFJM Regardless of the type of support used, regulatory Signs 11 �;I } 11 15 ' D I 1 q� • should not be erected at heights less than 5 feet In rural areas __ IIJ ll 1 6 fp /� or 7 feet In urban areas above the pavement surface. Sign heights i M i I r ••'• n M Ip /eT D 7 • C• ! may be lowered If approved by the Engineer In writing. I is ' I WW E (i-� 1 Wood sign post supports shall be pointed white. R4 8b • �s • ! • I Reflective sheeting is not required on book of barricades used Ips/s • ,yro 1 •recce eaaclnq xor, a as sign supports at locations other than project limits. 10• j a . Signs may be erected on portable, temporary, or fixed supports, . - •-. - • -• - j- - - - - for use an construction projects to warn or guide traffic through 0 / • and/or around the actual construction area. I PORTABLE - Signs erected on portable supports for use on con- pp i o rl • .f; 5/4 • 7 , + - - 4 -- - _ 8 • struction projects normally mean signs which are used during the Q: 1 � ((� igi �� 11 /yt iNvl 1p 6 • C �, j - - - - - -- - CW2OSG - ID J daytime to warn or guide traffic through and/or around the actual JJ� ll�uJJ UU 1u1 LAN IS 1 4 ' construction area, but at the end of the workday such signs ore _ .L - _ 3y% • `+a•• ) 48 " X 48 " IH/z ' removed. _ -' - ' -' �' ' j �D w '� 10" Letters - Block `'• Portable supports shall be as shown on this sheet or as or 6, C ; •I ,, • Border - Black proved by the Engineer, The bottom of the sign shall be a minl - 3/s • ECW ! - 6O J 4 ' 4 . 14 . 4 • Background - Orange Ref 1 . 9p• mm of one ( 1 ) foot above the pavement surface. Signs required . •2 e�� A�D 6 c •36 " X 36 " •s' ! for nighttime usage should not normally be mounted on portable I i supports, except when approved by the Engineer" 9e• ! Legend - Block j Legend - Block F CW20 - 7a TEMPORARY • Where a sign may be required for a few days dura- . Border - Black CW4 — 2R 0tlon and then Is no longer needed, where a sign Is moved from CW20 - 5DR j Background • Orange Raft . Border - Block 48 " X 48 " 46 " X 4 8 " 36 " X 36 " Background - Orange Refl . location to location every few days, where It Is not practical or desirable to provide a fixed mounting, such signs maybe be created Legend - Block on a temporary type of support. Temporary supports shall be as Legend - Black . Border - Block Shown on this sheet or as approved by the Engineer. Signs erected Border - Block TYP i CAL S I GNS USED I N TRAFF I C S I GNAL CONSTRUCTION AREAS Background - Orange Refi . on temporary supports should be mounted at a minimum height of Background • Orange Raft . three (3) feet measured to the pavement surface. FIXED - Signs erected on fixed supports for use on construc- TYPE I BARR I CADES TYP I CAL SI GN SUPPORTS both projects ndrnig t imet signs that ore to, rein place for PORTABLE TEMPORARY both daytime and nighttime usage to oret worn and guide SUPPORTS SUPPORTS traffic In advance of and within the limits of the project In- cluding the crossroad approaches. Signs erected on fixed supports FIXED SUPPORTS TYPE I BARRICADE SIGN TYPE II should be at a minimum height of five (5) feet In rural areas and 2' min. , variable max, SUPPORT BA SIGN BARRICADE seven (7 ) feet in urban areas and other rural locations where Barricade Types 1 , II SUPPORT sight distance obstructions are present. or 111 may be used. SIGN SUPPORT WEIGHTS Where portable or temporary supports require the use of 48 ' weights to keep a sign or barricade from turning aver, the use \ 36 ' of sane type of sandbag Is recommended. The use of pieces of c r e • 2x8 concrete, rock. Iron, steel or other solid objects will not be permitted. 6' to 12' Nominal REMOVING OR COVERING y 4 ' x4 ' When sign messages may be confusing or no longer apply, the ith curbs Ci 6' to 12' post 2' min, i • signs shall be removed or completely covered. When signs are 2z6 with curb, _ _, min 3' covered the material used shall be opaque, such as heavy ml ! Nominal 5' Rural ' min, - min black plastic. Burlap shall not be used to cover signs. Signs q x4 7' Urban R shall be removed upon completion of the work. Type 1 ( R ) 8 post \ 5' Rural 4' FIGII 7 ' Urban •2' min. , variable max, Where a sign Is to be mounted on a barricade. +he barricade length should not be STANDARD PLANS less than the horizontal dimension of the sign. Other types of portable or temporary ' TEXAS DEPARTMENT OF TRANSPORTATION WOOD POST SIGN SUPPOflT, for 36' x 36 ' and smaller warning sir supports may be used with approval of the Engineer. vx gn signs, and other signs having for 4O'x 48 WOOD POST SIGN SUPPORT, .SIGH sign.TRAFF I C S I GNAL an area not exceeding 10 sq. ft. E 45" `r5 • 'r 6 • ` SPECIFICATION REFERENCE TABLE INSTALLATION Signs erected on fixed supports should be at a minlmm height of 5 feet In rural areas and 7 feet In urban MATERIALS AND TEST SPECIFICATIONS (0-9) BARRICADES AND. SIGNS - 70+ areas and other rural locations where sight distance obstructions are present. PLYWOOD SIGN BLANKS D-9-7100 Enbednent depth far wood sign supports and post type barricades should be 3 feet minimum, unless specified ALUMINUM SIGN BLANKS D-e-7110 elsewhere In the plans. FLAT SURFACE REFLECTIVE SHEETING, TYPE A Driveable sign supports may be used and shall be Instolled in accordance with the manufacturers recanmendations, (ENGINEER GRADE) 0-9-8300 ( 2 o f 2 ) WZ ( B T S 2 ) - 92 Type I ( L ) FLAT SURFACE REFLECTIVE SHEETING, TYPE B •u a "L R a Approved driveable supports , (SUPER ENGINEER GRADE) 0-9-8300 „ 4 _ 9P FLAT SURFACE REFLECTIVE SHEETING, TYPE C u,,,IRAH" ` m ' 46;.; C am.Z •10 sctr For Type 1 and 11 Barricades, both sides of • i . ) Franklin Steel Carnpanc - E-Z-Erect (HIGH SPECIFIC INTENSITY) D•9-8300 �Ct1O ,m the rails shall hove reflective orange 2. ) Southwestern Pipe, Inc. - Pot-Lac .,• ON • and reflective white striping. BcZd ( 2, «A " ,I Division of Maintenance and Operations 1166 X34 , I - it s6 • I • BARRICADE WITH SIGN-w ' 0 4 oD R I IV `mAy __ 3y - WORK AREA ¼ r/CRV AREA +- LE -TERS, WH [ 'E TYPICAL LOCATION OF DRIVEWAY SIGN BflOER' BACKGROUND BLJE NOTEI Ong-way roadways. two �—, / signs may be mounted cock to back. D630��Y( TYPE III PVC BARRICADES TYPICAL DESIGN DETAILS tN May be used at the option the Contractor. CONSTRUCTION SIGN NOTES NOTE- _ ` oxl8. - - E MATERIALS 1. All pipe shot be polyvinyl Chloride ( PVC) / \ >6_ sp- :na tructton or rated S0R 21 or S0R 26 ASTM 0224 !. Cpr;s signs shall r made free approved fiberglass pressure pipe I et - 2, Jotn[ fttt logs may be PVC-='6TM 02665 or high Impact pl ast [a as primary m oriels. Acrylonttrtle Ou-ediene Styes 'e ( ASS ) ASTM 02661 I ( Drainage Waste ønø Vent ) . — / 33 ' b•'xYE i I=G n' 'f SIGN ' SHEET 3. I pipe and fittings shat be white, ' �� ru 4. FBI Joints shn ' I be free t . separate upon - 1t n Reflectortingted thestg coiall ''c ecti .ed of retroref lactrve veh:c ! e impect. eating meeting the c I - t : ty requirements of 5. ( -oss hatched _ondult to t . tied together / FRONT - m Mate- to _n.alri _atians, oG< ^c Sae` wttk rope p threaded into pipe p or, Use 3/ 16• No. - s lio braked nylon - u valent. tee SIDE 3 . eg - - shoe a or to 6. Faf .ed ire a pavement - ctlon i5 san . t c . .. v - _^ y sheeting shall I:e opPl ice: : an. pre! -red. 'Send too me y be rs ostituted fe ed .. SIGN E_ AS 41 , rs e -. In, shot be : e .. ..nded capita tiC w N . - letters os ao e p ved by and a put shed . the≥ Feder- ay Hinhway -• j ews. Pdmln . ion. Signs a^.d loge- e -•g she be of ri - t ciciss j wor -n,nshlo aqulva : ant to that o the Oe-aetment' s ntando-d signs.• IEA PMDNT 1flMPD1TA7lD4 ^ .3' bent etbow . DISTRICT 12 . • PLAN DRIVEWAY SIGNING DIST 12 TC8020 91 onus t STA'E n$. •r >nlrttr rlr- 01110 __ 6 TEXAS GRV 91 (Za ) Nx 4'TL YMN - eivt OCO a COUNTY u'� c xtr CO • 2b NA2rsi5 /L 532 • GSR3rI260. 250] -Tf.PBPlO. OGN " 34 ' _ TYPICAL ADVANCE SIGNING • ROAD 811 .2 - TO REMAIN PLACE DURING ALL PHASES CLOSED. W TYPE B FLASNING W TYPE B FLASHING OR AS DIRECTED' BY ENGINEER WARNtNc LIT YARNING LIGHT 11 • D U w- IOL RI - I 11 �� DO �� • I ROAD WI �� ' TYPE 111 B BAflR. END CONSTAUCTIO __ x __ PA'S CONSTRUCTION AHEAD Lw6-s 114 . 1 cw6-s CWlso R5 - i I G20-2 CW20• ID 0 0 TYPICAL TRANSITION LENGTHS TYPE (A ) FLASHING I AND •`� WARNING LIGHT TYPE (A) FLASHING WARNING LIGHT SUGGESTED MAXIMUM SPACING or DEVICES i I Minimum Desirable suggested Mazimm I Taber Langtns•• Soon _ A of oCYlcc Posted ' Formula 10' 11 ' 12' On a On a • .• . ••. -,•,--•,_•••} . .. .... ..... . [ I Speed Offset Offset Offset Toper Tangent•• •... .......... .. I 30 150' 165• 180' 30' 60' -i5'•__ __ _ 60-- __ . . . ..... .. ....... .. . .. .... ... .• . ...._ _ . - . -. • 1 . _ _ . _ . _ . _ . _�. _ . _ . _ . _ . _ . _ - _ .�•. Ls _ _ . _ . _ 1 . • • �• 35 L• WS 205' 225' 245' JS' 10' -90' .-.. f( . . _ . _ . •' •••• � 40 265' 295 ' 320' /0' 8O100' • P .............. _� .._� .._.. . .............• « ••-••••• .•• � •Tfl. PAV. PARK. •• • 45 450' 495' 540' 45' 90 - 110 4 C 5 • i (DOLE YEL. SOLI IREWYI 50 500' 550' 600' 50' 100' - 125 ' ; 1 ; ' � 4• CONSTR. PAY. MARK, q • CONSTR. PAY. MARK. --+ • (TEL. $DL. ) (PEW Y1 IWHT. COLLIE INON-REWV) • _______ _______ 4D 55 L'WS 550' 605' 660' 55' ( 10 - 140' 4 • CONSTR. PAY- MARK. N IWHT. Sot. ) tREWY) 60 600' 660' 720' 60' 120 - 150' ` 4 • CONSTB. PAV. MARK- VP- IR i• I 65 650• 7150 780' 65' 130' - [ 75' . ; (WNT. CATTRACS. ) (REWV) used on raoas vherexceed • • '� ' 05th Percentile Speed may be e traffic speeds normally 17 YP- ll 4 ' CONSTR. PAY. MARK. me pae tad speed limit. IGNT LA (\(U\ I (TEL CATTRAC5) IREWYI ••Toper [engine nave Deeps r ounaea off. ' CLOSED DRUMS IT/ AHEAD - '/I/�\G ON ALTICAL ERNATE OELS RIAIS CW20-50 LLLJJJ DRIIM5 W/ DRWS W/ CWI -3L CHEVRON TE DR 1 .VERTICAL PANELS 20 ON ALTERNATE DRU46 ON ALTERNATE ORUAS CONSTRUCTION WARNING CWI3. 1 SIGN SPACING W TYPE B FLASHING _ Pasted K WARNING LIGHT Deed (S) a Sin. 85K Speed Distance W TYPE 8 FLASHING W/ TYPE B FLASHING [ � INPHI ( feet_ WARNING LIGHT WARNING LIGHT or less BO /� i • tV 35 120 4• CONSTR. PAY. PARK. (L�Irr^''/� 40 160 • /wxr. sDL. ) IREWv> ROAD DO 5 240 S'I YP- IR 4• CDHSTR. PAY. LARK, a 50 320 IYEL. SOL. ) IRE WV) CLOSED S �� 55 500 vA'LSAA`MELWS TYPE 111 8 BARR. W/RII .2 CWI .3R fl4 i Cw6Dl50 Lwl •6o CONSTR. PAY, MARK. ZD(WNT. CATTRAC5) (REWV)ICWIJ- I ;YERTI 4 • CONSTR. PAY. MARK.ON ALTERNATE DRS IYEL. CATTRAC5) (REWV) LEGEND .. . ...........:..... ... ..... .. .... .. -...... .. .. . . ....-. . .. .. .......--.......-.. . .-... .... . ... . . .... ® CONSTRUCTION AREA .. . .. . .... .. ♦ [ .. . ._.* ._. *•_ _ _ _.. . .. ......_.. .. .• . • • .- ' T • . . ..................... ...... _-I — . — . - - _ _ . _ O OPEN TO TRAFFIC ...-...... — • _ _ . .... ........ .. ...•� I 1 .-. . _•1 is .. __...•..._...... 1 t • ••_ •+ • f • �—i 4 .i 1 4 • CON SIR- MARK. 4 OBLE YEL4EL. SOL. ) IREWYI STS f 'y TEXAS DEPARTMENT OF TRANSPORTATION till, • 1 DISTRICT 12 - EFT LAN (� ' ® DO ROAD ' � tI CLOSED (/ O NOT C LO S E D AHEAD U DRws W, ENiFA PASS TYPE III B BARR. W/RII -2 • CW20-SOL Cwl-2L ON ALTERINATEwDRUA5 RS- I R4 i i i i e BLVD . CLOSURESCW63 O WARNING LICHTSxING DIST 12 TC3050 90 ORIG. OWG' °' STATE PROJECT REVISIONS, B/91 tu.6n TEXAS G Jul )A' COUNTY n a:n 3^, ups 0X123 ({4ARIS [big li o0 533 Q OSA3, C 260. 2501TCP 3050 ' . UGN Shoulder , aLegend: _ �E A� Trot I Vehicle 00000 00 -- — ��— _{p-. (��.. n /} (7 (�/j �E �K• Shadow Vehicle 8 D cw2.JF1 - 10 1LVJp4U� IIJU Work Vehicle CONVOY 6 + vWORK ('� /7 5 • 6 • ® Truck mounted _ _ _ C O � �V// OM g • D attenuator I * IJ( Flashing Arrow Panels , Truck Mounted Attenuator, see Note 4 . Shoulder + ) �� 4 Right DIRECTIONAL Typical Trail Vehicle 1500 ' + approx. }I4 60 ' - 100 ' 1/' with Right DIRECTIONAL I c C7 Left D I RECT I ONAL Flashing Arrow Panel LETTERS • BLACK Double Arrow DIRECTIONAL TCP (3-la) BORDER ^ BLACK C� CAUTION mode BACKGROUND w ORANGE C2 - 10 Undivided Multilane Roadway 60' - loo• so' - loo' 1500' * approx. GENERAL NOTES , ( Leadvenlole I . The Engineer will determine if the LEAD VEHICLE and/or TRAIL VEHICLE are optional based on prevailing roadway conditions , traffic volume , Truck Mounted Attenuotor, see Note 4. _ and sight distance restrictions . shoulder a cwxl- w 2 . All traffic control devices shall be in accordance with the " Texas Manual on Uniform Traffic Control Devices ' ( TMUTCD ) , latest edition . © 3 . The use - of blue and/or yellow rotating beacons or strobe lights on — — — � — — * vehicles is optional unless otherwise stated elsewhere in the plans . — — — — — * (� 4 . The use of truck mounted attenuators ( TMA ) on the SHADOW VEHICLE Cwzl - lo or the TRAIL VEHICLE Is optional unless otherwise stated elsewhere �'c Shoulder Truck Mounted Attenuator, see Note 4 . in the plans . 5 . Flashing Arrow Panels shall be Type B or Type C . The panel operation shall be controlled from inside the vehicle . 1500 ' + approx. i 60 ' - 100 ' 6 . Each vehicle shall have two-way radio communication capability. Work On Travel Lane 7 . When work convoys must change lanes , the TRAIL VEHICLE should change Work On Shoulder lanes first to shadow other convoy vehicles . 8 . Vehicle spacing between TRAIL VEHICLE and SHADOW VEHICLE will vary depending on sight distance restrictions . Motorists approaching the work convoy should be able to see the TRAIL VEHICLE In time to slow • TCP (3-/b) down and/or change lanes as they approach the TRAIL VEHICLE . Two-Way Roadway With Paved Shoulders WORK STANDARD PLANS CONVOY 6 ' cwz l - l o - _- �� - T - - - STATND PUBLIC 'TRANSPORTATIONENT OF S TRAFFIC CONTROL PLAN Truck Mounted Attenuator, see Note 4 . MOVING OPERATIONS Typical Trail Vehicle --- - -- - - - -- - --- " " - CONVENTIONAL HIGHWAYS with CAUTION mode 1500 ' + apprpprox. 60 ' 11oo00 ' � 60 ' loo ' Flashing Arrow Panel Lead Vehicle TCP ( 3 - I ) - 91 with Strobes TCP (3-lc) situ w 85 �, I , ' Two-Way Roadway Without Paved Shoulders e ..�9 B7 Z "gip �Mm 9 ( N ... oe 3898 A 5 sco ,t?. . N 175 1500' +. aPProx: ea - loo' 6o' - Ioo • General Notes i . The Engineer will determine If the LEAD VEHICLE and/or TRAIL VEHICLE -i/ ore optional based on prevailing roadway conditions, traffic volure. -- — — • and sight distance restrictions. — CW21 - 10 -- -- 2. All traffic control devices shall In a000rtlaor with the Texcs on _ Manual on Uniform Traffic Control Devices ' (TMUnCD) , latest edition. 3. The use of blue and/or yellow rotating beacons or strobe lights on ® - �I/ �I/ vehicles is optional unless otherwise stated elsewhere In the plans. u 4. The use of truck mounted ton (T on the SHADOW VEHICLE or the TRAIL VEHICLE Is optional unless otherwise stated elsewhere In the plans. 5. Flashing Arrow Panels shall be Type B or Type C. The panel operatlan shall be controlled from Inside the vehicle. 6. Each vehicle shall have two-way radio eemunicatlon capability. Truck mounted attenuator, see Note 4 . 7. When work convoys mustchange lanes, the TRAIL VEHICLE should change lanes first to shadow other convoy vehicles. 8. vehicle spacing between TRAIL VEHICLE and SHADOW VEHICLE will vary depending on sight distance restrictions. Motorists approaching the work convoy should be able to see the TRAIL VEHICLE in time to slow down and/or change lanes as they approach the TRAIL VEHICLE. 9. The LANE BLOCKED sign (FCW20-6) shall be used on divided highways RII -2R and may be mounted an a truck or troller. For divided highways with -- two lanes(FCW4-2,, 481X48c) mayebel substituted6forOtheI LANERBLOCKEDNsignn __ (FCW20-6) . , Ramp Control Vehicle shall LM4E be used when . required BLOCKED FCW20-B . Sign mounted on atruck or trailer by the Engineer 1 2 3 48 ' _ Legend: Shoulder : 5 Troll Vehicle — cw2l - lo ' RAN B D Shadow Vehicle Work Vehicle 30 ' 4 ' ® Truck mounted 1J 0 1S D attenuator 8 ' D - ® L Advance Warning Vehlcfe Truck mounted attenuator, see Note 4 . Shoulder _ 5 ' or Troller 7, , ' 1 1 ® Romp Control Vehicle 150x + approx. 60 - 10o so loo R I 1 - 2R Flashing Arrow Panels LETTERS = BLACK I1 Right DIRECTIONAL ix E BACKGROUND - WHITE `Y' Left DIRECTIONAL KED FCW20-6 Sign mounted on a truck or trailer Do ' Double Arrow DIRECTIONAL 3Y4 R . - I 9 ' I , . L /p�- �I nv i . I2 ' D L CAUTION mode /2 DL CAD 12"° [3dOC� C31D 04 r p/, 31f10 31f B . "e STANDARD PLANS 0 0 0 0 0 0 9 2oa _ I I zlv n o ' D a, B s" STATE DEPARTMENT OF H I GM'aAYS °o 3 Cry f oO AND PUBLIC TRANSPORTATION ®�� IOND CO Uv V O ll a' D TRAFFIC CONTROL PLAN ® ©Y , B . MOVING OPERATIONS • DIVIDED HIGHWAYS FCW20 - 6 � � TCP ( 3 - 2 ) - 9I AP LETTERS = BLACK LETTERS 0 BLACK , max «a< A ' BORDER = BLACK BORDER - BLACK w bd=• 12- 95 � . ft J '=^= '� ^^n'' X'= Typ 1 Ca I Tra I I Veh 1 c I e Modes _ Typical Advance BACKGROUND = ORANGE BACKGROUND - ORANGE C W 2 I - I 0 . (Left . rrow . DIRECTIONAL Warning Vehicle Ds 6-88 m.- 3-91 IS 5o ul a9 176 Al IMPROVED SHOULDER Truck mounted attenuator, see Note 4 . Truokmounted attenuator, see Note 4 . < J 12t _ b0 _r —� I J ■,i,� � / - ORANGE L�l _ RDERKGROUND BLACK * IMPROVED SHOULDER _ _ _ _____ __ _ _ ____!1� _ _ ___ __ ___ __ __ _ _) _ B CW21 10 1500' + approx: 60' - 100' 60' - 100' _� 1500' + °pprox. _ I lJ U OI � I! U 8 • D 7711 - 1 6 . TYFICAL TRAIL VEHICLE �� y oodoo °o Legend: _� Two Lane Highway Trail Vehicle Two Lane Highway WORK Shadow Vehicle WORK CONVOY Without' Paved Shou I ders ' va ' CONVOY 6 ' + W i th Paved Shou I ders - CIE Work Vehi o I e � , + (Work On Travel Lane ) ( Work On Travel Lane ) ® attenuator CW21 - 10 [o] Flashing Arrow Panels , SHOULDER Right DIRECTIONAL Q Left DIRECTIONAL Double Arrow DIRECTIONAL CAUTION mode SHOULDER Cwzl - 10 . SHOULDER - GENERAL NOTES , — \ — I . The - Engineer will determine if the LEAD VEHICLE and/or TRAIL VEHICLE _ E3 t� are optional based on prevailing roadway conditions , trafflc . volume , and sight distance restrictions . • 2 . All traffic control devices shall be in accordance with the " Texas SHOULDER . Trunk mounted attenuator, see Note 4 . Manual on Uniform Traffic Control Devices " (TMUTCD ) , latest edition. 3 . The use of blue and/or yellow rotating beacons or strobe lights on 500' + approx. 60 ' - 100' c�' vehicles Is optional- unless otherwise stated elsewhere In the plans . 44q �rCW21 -4o 4 . The use of truck mounted ottenuators ( TMA ) on the SHADOW VEHICLE Divided Multilane Highway or the TRAIL VEHICLE is optional unless otherwise stated elsewhere In the plans , 5 , Flashing Arrow Panels shall be Type B or Type C . The panel operation shall be controlled from Inside the vehicle . 6 . Each vehicle shall have two-way radio communication capability , 7 . When work convoys must change lanes , the TRAIL VEHICLE should change � . lanes first to shadow other convoy vehicles , B . Vehicle spacing between TRAIL VEHICLE and SHADOW VEHICLE will vary depending on sight distance restrictions . Motorists approaching the work convoy should be able to see the TRAIL VEHICLE in time to slow SHOULDER - down and/or change lanes as they approach the TRAIL VEHICLE , Truck mounted attenuator, see Note 4 . STANDARD PLANS STATE DEPARTMENT OF HIGHWAYS Cwzl - lo _ �� .�I _ AND PUBLIC TRANSPORTATION — — �(> TRAFFIC CONTROL PLAN I ND lV I DUAL UNIT PAVEMENT MARKING OPERATION ff, SHOOULDER J 1500' + °pprox 1 60' - . 100' - 1 TCP ( 3 3 ) - 9 1 s-87 ..�n. w e„ a. , oe eIZ., S�6a ,w.uZ . t , ut Undivided Multilane Highway 6- 88 6 � , DB 3-91 IS 6Om t N I77