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HomeMy WebLinkAbout90-7107 THE UNPROJECTS - S.S. EXT TO UNSEWERED AREAS OF TOWNa M 0 0 z z a _ Qo 0 M Z z m w 0 0 0 0 x 3 a C7 1 z � � I U U Ld 0 o ff 0. U 0 w W 0 W Q o IU 0 ¢ = ^` v O x y � a it � H nnna none 111119 nnn� L 94 INSTALLATION INSTRUCTIONS 1. Excavate for manhole in normal manner. 2. Make cut -nut, keep as close to size as possible. A saw with carbide grit. carbide tip or masonry blade is recommended for making cut-out. Make sure cut so as a minimum of 4" of utanhole will embed into concrete base. I" PIPE FA 3. Set depth of manhole so that a minimum of one concrete ring can be installed for adjustment of cover to final grade. ( WELDED) 4. Minimum concrete stab base required. (6'x6 x6' deep) - 5. Recommended handling procedure: Insert a WxWOO" timber into top of manhole with cable attached. Lift as required. 6. Place manhole in position. The depth of the manhole in the concrete is to be 3" min. and a min. of 2" of concrete beneath manhole. 7. Level manhole. 8. Seat by working concrete around base and cut-outs. 9. Back fill: Allow base to set and proceed to back fill as soon as possible. Back fill to be added in 12" lifts to avoid excessive pressures. T� _ /� 5>:d• 231fz"Fnmc I -- ocbncre/e QIM14 I 6' 1 %2 3" II/2• -J�- TO FIT" D. PIPIt EED PIPE NI DRILL 258"0 HOLES EACH END AS SHOWN 2xsx%. t WELDED TO EACH END PIPE CLAMP DETAIL Lifting eyes I �'*...__�J OrequiredPer #21 /o be lied la NOTE: J�c/ion/. m2C) .,. /'/V"V � x1pCA - ' PIPE GUARD TO BE PAINTED IN TT Iu�v L38 93 u � � :t u It i x ' W � C F L b L V 4' �'1c Sfa. 3t24.G6 � � T EXi s7< 5'ar7. IV Al. No. //54 'e., P' e I ACCORDANCE WITH CURRENT SPECIFICATIONS FOR "PAINTING STEEL CARRIER PIPE' 11/ " F MITRE WEI tr?E. FIPE 45" MITRE �= 4.53 4Ff. Die. APPROVED: ��'� (To /3E ,PEMoVEo) OG F1. $gaare g?a. -u WARNING Hams county Flood ColiGDi District �� Overhead lines may exist on the property. We have not 71//1 TD FIBERGLASS MANHOLE attempted to mark those lines singe they are clearly - ^-7 SEQUENCE OF CONSTRUCTION: N.T.s. visible, but you should locate them prior to beginning Date any construction. Texas law, Section 752, Health 6 Safety THE ABW6 SIGNATURE VALID I . CONSTRUCT MANHOLE NOTE Code, forbids all activities in which persons or things MAY FOR (1) Y�i( QNL.Y 2. SET UP TEMPORARY PUMPING REINFORCING BARS SHALL 8E NEW, DEFORMED come within six (6) feet of live overhead high voltage lines. It 4-NO. 5 VERT. BARS �� INTERMEDIATE GRADE STEEL WITH NO SPLICES Contractors and :Owners are legally responsible for safety of 3. PLUG 8 SANITARY UP a DOWN STREAM S NO.3 SPIRAL AT 6" .` A. S.T. M., A-305, A-15. construction workers under this law. This law carries both 4. REMOVE CROSSING T.B.M. cTR6. / t CONCRETE SHALL BE CLASS "B" 5. INSTALL PILE AND CASING CHISELED "X" EAST RIM SANITARY �- MIXED AND PLACED PER SPEC. criminal and civil liability. To arrange for lines to be MANHOLE NO.1154. / 1. turned off or moved, call HLBP at 228-7400. 6. INSTALL SEWER AND MAKE TIE-INS ELEV.= 13.43 \�1sr/ _ e"R.- ( �2-T/a HOLES AT EACH 7. TEST 2 FLAT LOOPS OF SPIRAL STRAP 3/8'x z I/2" STEEL SECTION. ND OF REINS +'-I I �- ...� ,___ _.__ --_ ;. _._ --.- _._. _ ;... �. -.., :. _. • Ott%I� �G�/G: _ - / =20 i.. :...- ;.. ,.-....... ,. f. ::. 18"SONOTUSE TOO BEN---_.., 2� AFTER CONC. rN n 14 CURES ED CONCRETE SURFACE TO BE I I a + t pit I Fn ANn TROWELED F DETAIL 'ION CAP REINFORCING o - - _ 1 I T/e EX%Sit "San. Sw� DRILL SHAFT TO FIRM - TO P/-OP. �'" rJ.M H. CLAY BOTTPM ---� m 22„ I"R. ALL BENDS \ / to 2 NO 3 BARS REDUIR 7-/;- Prop. /Z"5'an• wr. iq{v { 5'an. Swr *SIMILAR PRECAST PILING EXl's-f San. M.H.- 3.47 _ - - - •_ -- /f IS ACCEPTABLE // CONCRETE PILING FOR SUPPORT OF 20" STEEL CASING , V r l Np -- - - ---- p �1N!N Of 00 > Z 3 3 f-5O DESIGNED BY PRAWN BY : // i%� % ®,t, •.. °'' - ESPEY, H USTON & ASSOCIATES, I NC@ CHECKED BY : DCONt3E A .............. 4627Q......: ,STER��.��� Engineering & Environmental Consultants APPROVED BY: y111 �1`ON ... DATE : t/u/if 5r /990 N0. REVISION BY DArE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-880CI t N.T. S. STEEL CASING TO. EXTEND 10 MIN. INTO BANK (TYP.) PER EACH WELDED STEEL PIPE CASING. ---, 1.0. OF CASING PIPE TO BE A MIN. OF 2" LARGER THAN O. D. OF BELLS ON.,SAN.SWR T CASINO INSULATOR B SKIDS BY MALONEY (OR EQUAL) AT BELL AND SPIGOT ENDS OF CARRIER PIPE AND AT MIDSPAN OR 10' O.C. WHICHEVER IS LESS. I TYPE "Alt CASING AERIAL CROSSING CASING DETAIL •-"TABLE OF DIMENSIONS FOR VARIOUS PIPE SIZES I6" 20" 24" 30" 36" A II /4 2-3.43 2-T 3•I -7 / B W4' 2 /q 3-6 i0 410 C 46 / 4.6 4.6 /4 5 ! 4.6 /q D -5/ 2". 6L 0312 8^x � �I/p'x23/q"MACH, BOLT -. (SEE DETAIL) (4 REQUIRED) PIPE GUARD DETAIL N.T.S. NATURAL GROUND COMPACT SELECT EXCAVATION MAIL. % / �SOILSTURBED TO 85%STD PROCTOR DEENNSITY(12'ILIFTS a COMPACT' TO BS', % ae PIPE'ij i � % •F- :i STO. PROCTOR DENSITY48"LIFT a d MAX.) N.T. S. eZ-P -` 90 - 71 Off} - CITY OF La PORTE TEXAS 12 SANITARY SEWER REPLACEMENT PLAN 81 PROFILE CRUSHED ROCK, WASHED SHELL OR 2500 Pal CDNC. FOUNDATION ONLY IF REWD. 9APPRCM 9" PIPE 9" BY ENGINEER. MIN O.D. MIN. PVC(USUAL)-►6"THROUGH 15"--ASTM D-3034,SDR 26 ,PVC(CLASS 150 AS REO'DJ-�-6" -THROUGH-15"-AWWA C-900, DR-I8 OR ASTM D-2241,SDR26,PLP O.D-(15") TYP. EMBEDMENT DETAIL ( PVC PIPE) N.T.S.. _.... I TOP of TIMBER BENT EXPOSED IN SLOPE I/2" X 22"-' GALV. BOLTS Dio. PILE �� �a_Ci o~ N � 0 PILING AND TIMBER. TO BE PRESSURE TREATED WITH,AN APPROVED PRESERVATIVE TIMBER BENT DETAIL N.T.S. SHEET NO. 2 STA.0+00 TO STA) 3+30.78 of 2 SHEETS MISCELLANEOUS DETAILS FILE NO.12789-01 a R � o { 3 W � � to w z >� ¢ n �A W H w iZ p z Z rn W ~ m ¢O p O U 0 0 o fy. � Z 5 i on a f a !i i C a a a c c r W U. a A 10 0 Q t- />y ' (/) Z o m .FNo (VOTE: �.00AT/Oi!! G/n ,Fv AeL- tiol I� va j n"n 0S� I _ �w I 2 ------- ----------------T {-=------ I : I `\ / /rl1'7A/L.BOk ,,. II / \ If -r- � -►- — r -i i 1 T 1 T T T T T T i j7 --...—._=..._--. J_ _L _J __,L_ �L _ l �l ( J` = L -L l J _! J � _ _ _ ` �f II � / 1�. L �•J�JC�Jj...-J �./ �,J +-I neFE .•.. \ BUSHES �YE7E.2 � .__ ONE CONNECTION TO EXISTING EXISTING 8'I PVC TO BE REMOVED. SANITARY. SEWER _MANHOLE. EXISTING SERVICE LATERALS TO BE I.E.=14.20EA$T - RECONNECTED TO PROPOSED LINE. STA.I+00 35 13� - OF EX/ST/N�j WA7Fit� S'E.2V/CE Aar=,eox. - ti J � i ,Ar-�-,eOX. GOCAT/Ox! ' �rV 3 q15 6, T-- -- -------------------------------�------------------------------------ ------------ - ----{---- ---{ a i NORTH IV' STREET, (801 �R/W) EL�^E Or' Ex/ST. F�I//7T l OX \ /'7G/LBOX / '/t9A/GBOX i TT T T T T T_ _r _F _r_ I- _r __F _F T -T - - -F � �I ,� T --r- T _T T T 7 T T T PP. k//4uY--,..-- ~ a _1 _L _1 _f_ t y l _)_ , j- , - _.l_ ,_.l_ . l_ _I . l_ ._l._ -A- _ j _- >/ I (_ 777 11—%—X—x—x—X�'+'t 1 T 7— I Ex/S7. �r -/ � -; - '. I 'T� � 3 PROPOSED CLEANOUT AT STA:5+60, RT. 35' — PROPOSED 300 LIE OF 811 SDR-35 PVC PROPOSED 160 L.F OF 8"SDR-35 PVC . SANITARY SEWER LINE AT 0.33% SANITARY SEWER LINE AT 0.33 /o. +,'z�-° PROPOSED SANITARY SEWER MANHOLE - I.E.=15.29 EAST, I.E.=15,19) WEST STA. 4+00, 36 RT. BENCH MARK L.PB.M. U 79 ELEV. 21.58 - DESC. A BRASS CAP WITH PUNCH MART, LOC. AT SOUTH EAST COR. OF NORTH P ST. & SENS RD. _ 1978 DATUM..ADJUSTMENT - 5 A 5 c, 5 24 - --- - - -- - -- - --- - -- -- --- ---- --- --- - - ----- - --- -v _ -- - - - - - -- --- -- - - - -- --- -- 24 I a F- 2.2 __ _ - 22 n _ _ _ i � 1 --• ,Z4 _ \ , 2O (, — r 20 _ _ F— r 777 = --- Ib8 - 113 I. !J-E-X-ISING-• ERVI �L-A -ERAL �•0 i 16 -REG NNEG D-T_ -PROPOSE- LINE.- _ -- - -_ I;6 t - -.82- EST oU --.o- e-r_-em v _ IT -- LWER= I . 12 NI 86Q, Iu 2 3 4 5 HIGHWAY FEDERAL AID SHEET PLATE t-SINGLE PLAN AND PROFILE -FULL LINE DRAWN:MIKE OATEI 11/19/90 i' 'MTELEUVNE CITY O PORTE NORTH °P° ST. / EAST OF SENS RD. PRINTED IN U.S.A. YS•• DESIGN I HOZA SCALE ENGINES 1 � RTMENT lu__20' P.O. BOX 1115 PORTE, TEXAS 77571 II I HORZ. • APPROVED:W.T.M. I =2 VERT. PROJECT NO.•§D'71 7 SHT. I OF I I I a Z 2 LLI 0 Z �0 z p z } m o�Z 0 o o m J = 1 5 3 W � 0 C� 0 o m a PROPOSED SANITARY SEWER MANHOLE I.E.=16.10 SOUTH (new line) CONNECT 8" LINE (east -west) M STA. I+00, 15' LT. H a U) I x E.�l.......... 0 0 x i I O a "s u 4 ¢ O D w _. 00 L 0n. n O Z O Z �rrr�rr...rr���ttt L6 {{{ y Z 0 1 D W w Z i w p y Z D •. U C 0 Q� C W X O O o _ Z Z 4 Z v� � J o O � � hl � nt Yr 'aye"AR. if/v '1. NpusB 300 L.F OF 6" SDR-35 I SEWER LINE AT 0.50% -IgIIIIIIIIIIIIIIII, i gym— W� Z � ' � 5 v /�GvL ffovE,x 23//; I r PP PROPOSED SANITARY SEWER MANHOLE I.E.=17.70 SOUTH I.E.=17.60 NORTH STA. 4+00,15' LT. 57rG5r 170.2 d swer a�u w IYOUSE � J� v =0 �o _--- HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE "ii'TELEDYNE PRINTED IN U.S.A. PROPOSED 234 L.F OF 6" SDR-35 PVC SANITARY SEWER LINE AT 0.50% 0 0 C+� i h s I f PROPOSED CLEANOUT AT STA. 6+34,15' LT. I � fir• HOUSE �/ CITY 0�y, E --'—' P.O. BOX 1116 NGINEEf 1 y 257A8• —�1.. FNc 3/B�/.R.... FEA/cE x BENCH MARK L.PB.M. # 92 ELEV. 22.19 DESC. A BRASS CAP WITH PUNCH MAR LOC. EAST OF WHITE MIIILI�,OX#11129 AT NORTH SIDE NORTH H ST. AT rL #+ DUANE ST. 1978 DATUM ADJUSTMENT q ORAWN1MIKE DATE,7/91 I — rE [BUCHANAN/SOUTHT'ROM OESIGN,HOZA SCALE' TEXAS 77571 (11 20 HORZ. APPROVED IWTM I = 2` VERT. PROJECT _ N0 190 7107 a Oq I l ; d z Q U z z 0 0 . w z m ❑ z Y m D. a U 0 a •I F, �0 z o U vW] w z Q E . m o z 'z tj � o a z � 0 o F W, i i I y i c�4 o r ;f I Ii cr. cn I I �I Z I ► 1 -- -- -- -- 1 w 1 i it r.� II VIP I I j I I I nrTPE \ . I 4A5 7'TT-TTTTTTZ —F 7 . �` � _ f , r �' `T T• �7"T•TT "Y-�('•TTTTTT'rTT T'T-1""TTT �T-T-1"� I— T� I II .. 1 � t II 1 s..t__-------_ -_ '/'." `\----_--.-_._ I_-___ ,. -- -. -L_t... �I,.dl �_I �1=..-'•yr__ -_ ______ -_��,� �_______ _--__ - _______------_mow--Y�=-_------ -_ __----____---_____--_—�: i— __ __ ___I--- ------------- _ _J--—T-____ - SwaT�--------------_---_- --it Il ----- _ 1- --�- ---- -- ---- ----------- ' ------------ ------------- --- --- 1 6A5 ' �a -- ----------- Y -:-- ---- � _-- I� I � i II � w�44.�/ sWP. uNE T r _,- I, NORTH L ST. (80 R/W) �05 SAU sww Linea. Sw T II, 1 I I i I one �'1 O 0 111 s 1111l _-----------� --� --�--- ---- _ �' _ 2 IIIII 1 II -------- ------- --------------- ---- ' --- ------------- ---- - - --- 0 ox i - - -'- III 1 ( i MB APr&P-8"5'cvSw� I t=_===______-___--_-•_-_ ---�' IS _ YL--- -�---- -:- _ - \. ♦ 'ice 1 -�\.. SdV SWR NH — f i lis ( / _ ------ - -----------------------t- __...---' - -- --- ' --------------1----------- - ------... ' _.• --- -- -- - D 1.. �._��,.�- ...___...__...-.....—....-__... _._.-...- �t II: I I -i, : -r r�PP� 1 � � 1_ � _l _�-1 _J 1 ��1 J ' I I - - l_ l '�- -.C-. �L � Fly Il l L .,,T� -;� iJ_i „_i �L Jl 1 ! ,,:d .......-�i �--. _--___ __-- --__ `------------------u-._�- L_ I -I wn e 1��-tr------- y -- - r --( --� - 1 4ii ryM_ I rs,•ar • % I FENcc rx16r 8 T+ Es QM F� CE I I' I I FENCE - -I - SNvSwz IT i �` i :. ��� Buses _ _ PROPOSED 40 L.F. OF 2" SDR 26 PVC - - -. ... .-+t.( ,, .. ,... TZF6"S r S ( t.s.ne3= Ir �.,... C f PP L ).:II•••;•••••••••••••• •� 1 WBT. SANITARY SEWER LINE FORCE'' MAIN -� L Ex�s� a"sdvSx%e �� iI i ! LIFT STATION'AT STA. 5+87, RT. 101 1 PROPOSED' 13 L.F. OF 8"SDR-35 of PVC SANITARY SEWER LINE AT 0.33% L �`l0W �� BENCH MARK M� w �a DESC. A RASSLC P IW WITH PUNCH h 0 0 9�0 2 R.� �� 9� +`r»a LOG. AT THE NORTH WEST COR. OF tug NORTH DLD ST. & SENS RD. -j ku ip"'ro �pp� he aa hP�P 1978 DATUM ADJUSTMENT vljm h� �h32 e - -.-_- _ 7 _ -- - MM w Z)UU I ". JIUC HIGHWAY FEDERAL AID SHEET PLATE: 1-SINGLE PLAN AND PROFILE -FULL LINE 'P?`TELEDYNE . PRINTED IN U.S.A. ' CITYNEER O ENGI P.O. BOX 1115 �\ DRAWN: MIKE DATE: 4-18.91 PORTSARTMENT DESIGN:HOZA SCALE_ ', PORTS, TEXAS 77571 1 20 HORZ; APPROVED 1 W.T. M.4 VERT NORTH IT' ST,/E, PROJECT NO.:90-7107 9 I 0 0 LL Ld o g; 0 0 z LD o o u UO 0 a Zc) ZX 55 C* �,z PO -J­7 7 _F __F T _T 7 -F _T _r -7- T I -F-F T T7 TTTTT7- -r-F _T _r_r_FT_FT-FTT7-FTTTT7F_r-F-FTT 7- -F 7- 7- _'F 7 7- 7- T T-r -T-T-T- 7-� l-T_FT7-TT-�- rT T _41 —A r L+---U 0 r 0 -L.L-L I _L _L lJ_1_L_L_L_Lj_j__L_L_Lj_j_j__Lj ,L j- -L 3� _L J_ 'L J_ -A- _JL L -L -A- 0 + _I i- _L J� _L -i- _,L _�_ I --------- -------- + : - - - - - - - - - - - - - - - (D - - - - - - \_ < 0 c7v < NORTH "L" ST2 \(80'R/W) Is- 0 7 8 9 io . . . . . . . . . . . . . . . . . . . . . . . + 4-- 4- ------------------------ -Z _J_ J_ _t J- J_ -I- __L __L _J__L WL _J_ _L _L _L -A- L _L _L -L-14- _1�- fiL._L -L- + Z\z _J_ J_ A- - I- 4 a- .1 -1- 11 77" 1 El NhrE)/ i i i i wr> i i i 17 _7 PROPOSED 40 L.F F 8 SD� \_j PROPOSED SANITARY SEWER SANITARY ARY SEWER LID NE T 03i� PROPOSED 260. L.F OF 8" SDR-35 PVC MANHOLE I PVC r SANITARY SEWER LINE AT 0.33% I.E.= 11.93 EAST 1,E. = 11.83 WE STA. 8+60, 10' RT aim Ilk BENCH MARK w L.PB.M. # 78 ELEV. 19.98 94 0 DESC. A BRASS CAP WITH PUNCH MARK "L" ilk LOG. AT THE NORTH WEST COR. OF NORTH , ST a SENS RD. IT 1978 DATUM ADJUSTMENT �o K L HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE TELEDYNE PRINTED IN U.S.A. "AJ 11 a =Q I Mom MA4rom 47AT,%-Jr juLINE SCALE: VERT. I _ 3 I_ ..:. j rt LUCJ ITI U 5 o a Z o 9 g s o a 5 a o Z o . i o o o w Z '< > K zo o ; o " ` ` _ °o m °z z Q Q----------- Q W -Z a N d V r ( __ �. 1_ _L J__.l_ I JL..L J_ J_ J_L1 j_ij_ JL_ i ..Jl_ -a i l _.l_ Jl_ J—1 j —L ------------------ I-----------------------�_---------------------------------------- Iil - r I I - Io_ r I�l��i� 0G✓cn NORTH ST(80R/W) —--- ._ -- 114 15 16 13 — _.__—__-----_—'.—__--------=—i—I---�—_---s--'------.------- ---- ---------- _—_ ----- - -- ---- PII _ _ —�— -- — -- _ _ _ _ __ —. �� // �— l—FMB — i —� = --- -•.•-_-.r•�-__...-- ++i:.c�-v.. ...r--irr �.�.-:nr-�_r..---...--__...--_.d _A �L _ l_ I - - "' _ �L _ L �L I I' \NPROI` OSED 160 SANITARY SEWER CYt _qn L _l \ ` ;, rnEE L.F OF 8 .:SDR-35 PVC LINE AT 0.33% --- - I Q q -..- __.-._.�-_r. _--_�..-�_-..r-� L ' _.1 PROPOSED SANITARY SEWER MANHOLE I.E.=13.68 EAST I.E.=13.58 WEST STA.13+60 — — — __ .--..ur--..-......_.r-__ru �L .L 1� I 1 _L - ._- L__,,L P`. 0 4 r j:� ' — — -- -.r,.-._.ter.._- -- _ _L . L -.l_ J _ \ Ilk rob°° Q vhj9 __ — -. ....-__... ;�--._._--•----•- _L J_ 1 �i•M ( PROPOSED 400 L.F SANITARY SEWER — — — — — — — — — --_...-__...__ L L _,l _ _ I ;• ❑ o. OF 8" SDR-35 PVC LINE AT 0.33% PROPOSED SANITAR SEWER MANHOLE ; I.E.=15.10 EAST LE.=15,00 WEST STA. 17t60 hq Q hh h h :.. l PROPOSED 20 L F OF 811 SDR-35 PVC SANITARY SEWER LINE WITH PLUG AT,$3% -. BENCH MARK L.PB.M.#78 ELEV. 19.98 DESC. A BRASS CAP WITH -PUNCH MARK LOC. AT THE NORTH WEST DOR OF NORTH LII ST. a SENS RD. 1978 DATUM ADJUSTMENT MENI,., I O 20 Z — — Q I - a W _ ca 1 6 D .. O Z m ' Q 15 .. O o¢ — — ------- _ — f u o o o — -- rn__ • _ — i z - 1._.. - - 1i ti 1 I I i 1 oo w0 1 °o ww - A °z w, vo h y .`'*: IM X 1 f .� w uu ,'" \_: t . S s'^; ea"5" V ... _. "7n =, • `-- -- f1 J i O A :; �.Nf- } ?,.. t , c ia' _ !? _ U' m K' — — _ — — — -- — ammmm 5 - -- - -- -9 - - i- - --- 1 - - F i - - - -- --- I .r _ - - - CAA TFt� ITARY EW -LINE- 16 - -- _ — U -- -OP . - SE - 6.0 L. -ONF : qR- =s _CVA = , 58 W -, ; ANIT RCS WER--INE- �� T-O- - °/ wttNN ...•...e :..� uuG- :� 1-2 _ ...... HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -Fuuuroe �E1 T�ttse IN U.S.A. CITY P�RTE ENGINEE 1 ARTMENT 5 PO. BOX 1115 PORTE, TEXAS 11511 .. DRAWNIMIf�E DESIGN: �i DATE:•18'9I SCALE 1 n=20 1 lion.PRINTED NORTH "12' ST. /EAST OF SENS RD. APPRovEo`: W T.M.` ' 1"= 4� VERT. PROJECT N0.190-7IOT / I e a It z o i a I U 1 w z o _ n 0 . w o o a Q O u U p a } I 0 O 0 0 3 � a w W > o w Z= U f Z �w 0m Q�o` UO 9 0 O ga z Y �I I ONE-GONNECTION EXISTING SANITAF SEWER MANHOLE STA. 0+00, RT. 17' 2C 144 12 A O Z' r , PROPOSED 360 L.F OF &' SDR-35 PVC ( W SANITARY SEWER LINE AT 0.33% x IO } is f- x NORTH BROADWAY (1001 R/W) ��_ —I c 1� 4 �I o — 45,n.94 T % -- ---_ - -- �/.e7-" r r' - � -. r /- -ter '-�/- ---� /- -� r- -� r- --� /- 1 r --� /- -� r '- ---. r -ter -� r- —� l-- -� r -� '-- ---� r- � r- ----• r- --� r- T.r- -� r- -� r- -� r -. `- ---� �/��.Cr� �I- �J '�4'PYri\ �O///Di/L. ♦ J '�'� `_+\— JL J`_ J\._—J`�`._.l--J\_ JV. J.\_J`J`_J `- .�.. (API- E C/40ACNMEt17 \\ O f'PlT ;u R/W APPo_ LQCAT/DA/ OFR�j✓ PROPOSED ORY HOHw CLEANOUT .WAY AST3+TCG- A. 60, i, I VIRGINIA AVE (60' R/W) li BENCH MARK LEPB.M. * 70 ELEV, 17.37 DSC♦"A BRASS CAP WITH PUNCH MARK ' LOC. AT CL TYLER ST. ON EAST SIDE OF NORTH BROADWAY ST. 1978 DATUM ADJUSTMENT 20 18 i 16 14 I H R 4 — ------ DRAWN:BRIAN D_ATE:3/5/91 — HIGHW AV PEOERAL AIO SHEET CITY O M` PORTS BaRBouR'S CUT AT NORTH BROADWAY ,z.. SCALE PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE ` ENGINES 1 a RTMENT DESIGN:HOZA _ _ '- ^M1aEovNE (H=20' HORz. PRINTED IN w U.S.A. P.O. BOX 1115 '; PORTE, TEXAS 77671 '' :: : APPROVED:W.T.M. I =2 VERT. PROJECT N0.:90-7IO7 -SHT s OF 1� m 0 1-4 P4 0 0 Ld z 0 0 z aO 0 0 u 0 0 P4 Z Y, HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE K'TELEDYNE PRINTED IN U.S.A. CITY L ENGINE .0. Box 1115 p In A ­­ CUT AT NORtH BROADWAY -I DESIGN: HOZA SCALE : I =20 1 HORZ. 11=2' VERT. PROJECT NO.:90-7107 -SHT 6-OF I -I APPROVED: W.TM. i m s 0 W w O U w w Z ¢ V V wi g O o u z0 a ¢ z 2 v= a 0 o O o m o 0 Z Z a � "�K QROPOSED SANITARY SEWER MANHOLE. I.E.=12.27 NORTH new line I.E.=12.17 SOUTH STA.3+69,4'LT. r v , l i 2-4eBENDS t PROPOSED 526 L.F OF 2° SDR-26 PVC II SANITARY SEWER LINE FORCE MAIN 3Ip OF 6° ITH AT BOTH ENDS \ s w I \ \ PROPOSED LIFT STATION AT ST .6+,9� ' . Q STA. 6+9 , 24 LT � d PROPOSED CLEANOUT AT STA. 8+78 new line STA.8+75 ` C 5 DR0P0SE0.i8[f:L.F OF 611 SDR-35 PVC 'ANiTARY SEWER LINE A 00.50%. ( -b/ 00 \coa�� �j� _- .r-- suer — .� _ � •� 450 BENDS 6T 1 Qj AI oa o� BENCH MARK FM. # 12 ELEV. 16.56 C. CHIZELED °X" C. CL OF HEADWALL AT NORTH WEST COR. OF AST MAIN ST. & LOBIT ST. 1978 DATUM ADJUSTMENT 9 CITY O PCYkTE **~ ENGINES I RTMENT P.O. BOX 1115 • r PORTS TEXAS 775TI ' DRAWN,BRIAN. DATE14/23/91 NORTH BLACKWEL-L S.T./ NORTH FROM<MAIN S tl DESIGN 1 HOZA SCALE I"=2d HORZ. I"=2' `' VERT. , PROJECT NO.190-17107" - SHT 7 OFF APPROVEDIW.T.M. ON O w �p m a w�sy U ✓� A w m �F r O w F � Q SON � o � z a i W Qa ,y �= w00 F, � I 0 W 12 ' C� z ¢ ❑ w o m z � m UO o 0 U ¢ xz ���aa�yyrr �E'Wrn W u W F G ❑ u m o aim co N + Z QTFfEE e gRlb•/ a vE SH G I ��' of Swne.E i N1 PROPOSED .SANITARY SEWER MANHOLE I.E. =11.23 WEST, I.E=11.23 NORTH I.E. = 11.13 EAST, I.E. =11.23 SOUTH: STA.6+75 Ia CL OF 8" 0 PIPE PROPOSED 20 L.F. OF 8" SDR-35 PVC SANITARY SEWER LINE WITH PLUG AT,33% EAST POiK (60' / BLOCK IH'J PROPOSED SANITARY SEWER MANHOLE I.E.=12.22 NORTH I.E.=12.12 EAST STA.9+44 ew I�ne a. F LL N .-. CID Zo V)` d o PROPOSED 40 L.F OF 8" SDR-35 PVC cr CD SANITARY SEWER LINE AT 0.33% a I--11T %1T' —� o . , Fz CID+ (n - GARAGE P SNoP P I F-- a. Q: ) Z ='c_ J PROPOSED CLEANOUT AT STA.11+04 new line, Q STA.11+20, 23' LT. ' J ❑nd �. 6 �•`/" I PROPOSED 54 L.F OF 8" SDR-35 PVC SANITARY SEWER LINE AT 0.33% — R W) -- ! PROPOSED .55. -L.F OF 8" SDR-35 PVC PROPOSED 269 L.F OF 8" SDR-35 PVC ' SANITARY SEWER LINE AT 0.33% SANITARY SEWER LINE AT 0.33% ,. _ _ S?d'. /O t33 5,�• of L//fESTGN/E roR • _..._ /8 LF of /Zt?CP � ^^ r. ^i••. i•.r�^ �n,1'�^ f'�'n/,{�r�.•-.. TS-•�'7f^�i�'^. ^'iC�'�. ^'X� �^.G�^.^%,�-.�^. .^��"..^-C'�/�^/1 n /� ^ ^ .-^ �^^ .� ^^/1^/� � •i"•^i"�:•� i-..••. i'?n^/i-�^�i�^ r�^^^ ^ ^ I1 /'\ /� /� /1 /1 /y /� /� /� /\ //� ^ /� ,��i'�1 i1ii�^�i��i� �������/��/� � ^� / r'• _ ,mow-_ _ '� ^ 1 .- _ - -h- /.crUCE --"^ - -"^ - -�' - -'- - -%-- -"- - -/'- - -`" - -n- - -'- - -"•- - -x- -.-."- -"- - -x- -'-*- - -x- - -"'- x- ---"-._- -"".---'^-----"^--. "`" - - -'- - -`- FNO /Y /.R.` WHO � - ..� J J .J .l ./ � v v `�Ji�i�`.Yv v v �:'C� vw..S<J�� v� i v..% .X.�..Yv.i'C. .�..`L✓ivJliv� Vy viiw�� �ti'�.i�ii'�i�� �� V � V J ✓ V �V ./ � V v V V t/, :' .,1 (� 7�E6 c f3Ru L/h/E PROPOSED SANITARY SEWER NIANHOLE5 E. = 12.50 WEST �E._= 12AO SOUTH STA. 9+98 new line [t3 STA. 10+50,13r RT. -- My /n._ �. SANITARYPVC OF zw _ _ LIME' r PROPOSED 36 L F OF ••.35 SANITARY" • 1A, BENCH _ ••BRASS LOC. NORTH• OF -�'PROPOSED SANITARY SEWER OF OHIO •• • • - - , as ': � •, , � EWAM �....re�.ra�.rr�a��re��ras-�.r � — ��a�� ..�■...r....i.....■.�■ ■ i......��.r�■�■�.�II� � �t��I���..�®■r �������r ■������������������ �®���� ■� ��'a �� . - �aa ■�� ■ice v������� �■��� ■��������������� �.� . • :ilk • � ± 1 ! 7 ��O �� � ����_�� �������_�!v �J� ��_�� � z LL r a c m Z 6 91 t j O 1 t � O •- 1 F ° M > - 3 IT —UO _ 0 ° z � o� 1 jj 1 f 0 Y DW � •' M „ v K O Q p C His Y I y �G —MATvt7 WNE T-AT- 1A_.6i+V2 Oak.Cxa(r,Hj�',. . OuK (gee PROPOSED 30 L.F OF c 8" SDR-35 PVC SANITARY ' 3 SEWER LINE AT 0.33% m C4OD co co i- In (n °o cal 6 Z W z U J � r l ONE CONNECTION TO EXISTING SANITARY SEWER MANHOLE 0 8" SDR-35 PVC I.E.=788 SOUTHWEST STA. 6+12, 01 TIE STA.5+92,dTIE 0 0 rnL cp Wki HIGHWAY FEDERAL AID SHEET ,. "p^� DRAWN,MIKE DATE, 9/9/91 PLATE 1-SINGLE PLANANDPROFILE-FULL LINE CITYYNE : O ter•• `` POR 1 I= " SOUTH BROWNELL /EAST FROM PARK DR. ENGINEE I L, RTMENT DESIGN,HOZA SCALE, PRINTED IN U.S.A. 11—_ t HORZ. P.O. BOX 1115 ' PORTE, TEXAS 77571 ( 11 20 1 APPROVEDIW,T.M.-I::.•=2 VERT. PROJECTNO.190-7107 SHT.IDOF I. .. s •____ A I li • uuliFri S liliAn ar` YYY aYi y. 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W NORMAN LMALONE�tr pNo o CD f® a I t P " _ STREET J P ST. �- o W I I I 6 a 0 JERRY CLARK A SKEET DESCRIPTION I PLAN AND PROFILE - SOUTH 14TH ST. & WEST (SOUTH) I` I" ST. STA. 0 + 0 0 TO STA. 12 + 32 2 PLAN AND PROFILE - SOUTH 12TH ST. , STA. 12+32 TO STA. 15+87 3 STANDARD SAN. SEW. DETAILS 4 TRENCH SAFETY SYSTEM APPROVED: JOEL H.ALBRECHT DIRECTOR OF COMMUNITY DEVELOPMENT W I L L I A M T. MANNING , P.E.�/�/i� CITY ENGINEER STEVE GILLETTE DIRECTOR OF PUBLIC WORKIS OWNER: CITY OF LA PORTE CONTRACTOR: Mc KEY CONSTRUCTION AND EQUIPMENT INC. DESIGN ENGINEER: H CARLOS SMITH ENGINEERS AND SURVEYORS INC. LOCATION SCALE I"= ... PROJECT LOCATION H. CARLOS SMITH ENGINEERS AND SURVEYORS, INC. PO BOX 529 423 N. HWY. 146 LA PORTE. 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