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Home My WebLink AboutWTR & SWR CONFLICT RESOLUTION ALONG FARRINGTON BLVD - FAIRMONT TO SPENCERCloty a � orte, exa Planning Department Engineering Division N.T.S. LOCATION MAP Not to Scale HARRIS COUNTY KEY MAP: 579-B & C CLP Project No. 6700000,"- Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 PROJECT LAYOUT 3-11 CONFLICT DETAIL PLAN & CROSS SECTIONS 12 WATERLINE DETAILS 13 SANITARY SEWER DETAILS 14 TRENCH SAFETY DETAILS TEXAS MAYOR Louis R. Rigby COUNCIL Mike Mosteit Jay Martin Chuck En g elken Mike Clausen OFTFxgs,edd r e Daryl Leonard John P. Zemanek - i RODNEY LEE SLATON j �..........90298 ... .:: ..� Tommy Moser Dottie Kaminski 'o�,o.F�sTE�� O➢➢ASS/ONAL EC'+ CITY MANAGER The seal appearing on this document was authorized by Corby D. Alexander RODNEY LEE SLATON P.E. SHEET 1 OF 14 La w STk 9+85 it rj STA. 4+10 STA. 6+Of a p T. 8r' AC WATERLINE � STA. 11+10 �1 PROP. 12" PVC WATERLINE r PROP. 8 \t WATERLINE �' ,-o PROP. 10 SAN. SWR. 1C fifij0,T RESOLUTIO' x� a l w; CONFLICTFE�§O�UTION0, o CONFLICT RESOLUTION ;HORIZONTAL OFFSET ° ! (_. .1 "' __ 1 �a o Q rtki 4- IL FARRINGTON RD !-• 111 y 1 BEGIN PROJECT I u y 1 STA 1.22.81 t I- _ J 00 V) 1 - W ih OubG . _ ! _.._..._..I o ; STA. 12+40 3 `' -,I PROP. 8"f AC WATERLI �o Ooz i o' 1 00 i "'t !-- PI STATION - 11+72. 09 LLJ CL • o ' DELTA - 20, 31 56.79P (RT) BENCHMARK •, 1.- 'DEGREE OF CURVE - 1. 05 09.84° TANGENT 1 099 79 RM 010315-BflA55 DISK AT THE STA. 18+25 RADIUS ° 5, 275. b3 }lj it I 1 a , PROP. 12" PVC WATERLINE PC STATION n 2+11.80 INTERSECTION OF FARRINGTON , PT STATION - 21+11.69 AND SPENCER HWY LOCATED ON 1 ' t M & 4" PVC SAN. SWR. SOUTH MEDIAN CURB l `' IJ- N15810031.93, E3216136.39, _Z CONFLICT RESOLUTION . STA. 20+10 � � EL 20.20 (NAVD 86,2001 ADJ.) STA. 15+42 a WATER PROP. 12" PVC WATERLINE PROP. 6" AC WATERLINE I , TOWER CONFLICT RESOLUTION o ' CONFLICT RESOLUTION i i II ( PARK o� PARK o to ' a 1 mt 1 ow t -- 4 - Ac �-...---'¢• FAR TON RD 4-._ N rn _ _---- - — --- - -- - __ ------:-�:�;� , —1-m x 30 Of uJ + DROP $AN SWR 1 J + NATURALGROUND -- BENCHMARK RM 010315—BRASS DISK AT THE INTERSECTION OF FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB N 13810031.93 E 3216136.39 EL 20.20 (NAVD 1988, 2001 ADJ.) kSOLUTION o O o �I I` �$ U 1- I I xlp . w STA. 23+07ZD U Ul PROP. 6" AC WATERLINE CONFLICT RESOLUTION Ln STA. 31 +80 PROP. 12" PVC WATERLINE F—rM—IN--I CONFLICT RESOLUTION BENCHMARK ma t o STA. 26+00 STA. 29+20 STA: 32+42 RM 010316-BRASS DISK AT THE NOTE. V 1 PROP. 6" AC WATERLINE. PROP. 6". AC WATERLINE, ' PROP. 8" -AC WATERLINE '9T ` ANDSOF PENCERLOCATEDTON I. MATERIALS AND COATINGS TO M TYPICAL SECTION y IN ACCORDANCE WITH WATER MAIN FITTINGS c�D CONFLICT RESOLUTION coo CONFLICT RESOLUTION I CONFLICT RESOLUTION 1 '1 1 SOUTH MEDIAN CURB STANDARD SPECIFICATIONS. I _ Z p ` . ^ ["! N13810031.93, E3216136.39, 4 - 0 X 45• MECHANICAL JOINT BENDS (MEGALUG FITTINGS) Z H J •� EL 20. 20 (NAVD 88 2001 ADJ.) - 2. RESTRAIN PIPING AS REQUIRED TO I J ) ) p"= I 1 OM ; = ' _ 2 - 0 PVC AC ADAPTERS AS NEEDED •;._---'" = - r PREVENT MOVEMENT. ( ) O 1 O O rZ+< 1 ' Q+ �-'" c.... 3 ADAPTORS.Q R N TRANSITION - • i — ¢- FAflRINGTON RD _ + U _i �._._. l �' F 1..._._. _ .1 U +,., BLOCKING RE UI ED O 0 C 900 PVC WATERLINE (DR 14 (W RESTRAINT JOINTS to .. : _ , , � & -- -! __.�='.-_-^_�='•'-.-"'_ - - 'k°" _ —_-_.._.___---t •- _---•.._••ROW.- -_ _ _ _ '_ - ,f... 137 30 Do 6- _i.✓TYPIC J -ems -' __- ._...__ a:ti _._ ._ p SECTION FOR 1 WATERF MAINS -`,r -- --- -- .-...-......._..___- ROW ,---C}1URC N.T.S. { H� ial I o f ' +� ; STA. 34+50 za I I t u6 PROP. 6" AC WATERLINE c0 � I H� I � ( a ` Q� I m CONFLICT RESOLUTION Z �+ - 37+20.74 i Ocl I STA. 30+50 PI - 21' 26,339.620 (LT) "I= DEGREE LEPROP. 8" PVC SAN. SWR. TANGENT OF CURVE . 621.963B8.67 � OF rFk�Sfff CONFLICT RESOLUTION 284.64 PCDSTATION 31+06.74 fi 1+06.9 PT STATION - J o ~- �.. .........LEE SLATO...1 I Z I 90298 / p 1 w ( I M � .:._� a I x I 1 0 + 1 I U; tt TONAL �• U 1 END PROJECT i O -....--.. , Z i 1 1 STA 47+13. 18 I 0-t HCFCD END OUTFALL tQ J (� 1 ...r...J 1 Q t.T._.1. c t---""1 O� _..-.._) n. �! BISLAND-SO .CONSTRUCTION t 1 4•FARRIN TON RD - (BIG ISLAND SOUTH) o & The seal appearing on y =`-, .:_-��,-_--___:_=�.__ ____::—_ -.__-- _....•"OI%Lp:StG'"t:ur 1 j 1 w � � thisdocument was BEGIN OUTFALL (s I _jr J a authorized by j 40+00 v 'k . --- - i ( CONs7RucTION } 11 RODNEY LEE SLATON �"— _--__— - - - — -J00 f -- �` t I+ l >I r P.E. 90298, on .� CHURCH _ ; :�EASEMENTNA _�� r r n ICI-�Row j �-�•- �-v - - - � 1 1 - a r • I. 1 "1 lip �� f f I , _. r OLD;= - HARD RD RIZZUTO ��.-,i ELEMENTARY m SCHOOL m U �� i SCHOOL STA. 42+72 STA. 45+95 LZ,J PROP. 8" PVC WATERLINE PROP. 8" PVC WATERLINE Cl_ s CONFLICT RESOLUTION CONFLICT RESOLUTION i a F L CAD FILE PLAN a0 O A� ENGINEER - RODNEY SLATON, P.E. DA TE E ti 604 W. FAIRMONT 2 PLOT DAT yr LA PORTE, TEXAS 77571 OWN 3j /13 OFFICE 281-470-5060 RLS E-MAIL slotonr®laportetx.gov CKD RLS APPD RLS CITY OF LA PORTE SCALE (HOR) WATERLINE & SAN. SWR. CONFLICT JOB No. RESOLUTION ALONG FARRINGTON SHEET BLVD. BETWEEN FAIRMONT & SPENCER 2/1 4 PROJECT LAYOUT OF W u•vw Py + ,, 1 1+..i 4Y w1 viA M• Y/ • 7 { .4+- • fi. ir1 a ; iN �'t'tD 1lADIVS o RiriLp z , C ! 30"NDtt S}M FL"1�1• `i/��,,251 '' rr�l C t P$X = aY 7 24' E FL-12.60 N r' H 1 ROW �/, • (.i1%S/G� ♦ ...- -•- -•• _-----. ._-_�_.----•_- - ••_- , � •ry'. __Sa�'YSC-a_ i ---------_-- 12` PVC MATER LII ? a a a p !s_ • _ '__._.--- - ---' ' $ m�xl' 4r, W Fz-. PROP 65 LF � N� d "-1 «� F ' 24 ftCP '� z rkg ar@x A PR PROP. 8" P30" 71 y ALLI�1 tam tx w• Nrx i a'ti7 fl ll -Ito . PROP 8 PVC ti 7aN - BENCHMARK ►+L{nr+•n RM 010315-BRASS DISK AT THE INTERSECTION OF FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB ` Nf. N 13810031.93 E 3216136.39 EL 20.20 (NAVD 1988, 2001 ADJ.) �TI`1'•�£ 1 • ----o .�.... �NGON iiD 6 • -�-,1\ oY t o 8.-+1 +r0CIWATERLINE124.S1_ (TYP) / r Rp90%- _- y PROD 122 LF (TYP) R;;90' - 24" RCP �'A ",} j PROP 8 7 w_.....-{N �N 31 Gn (TYP} PII:JI� �l7 4 PROP 61 LF �9 ro� `r A 24" RCP ��ta 24' RCP �w �� u a �j Iyy 1 SYS-------SV SY9 (TYP) PROP t u r t $ STA 7 TO E!. n 24° (Sp j 0 ! ° 1 STA 6+66. 55p 614. Fiji' TO EL08.41 m cps 1 MATCH EXIST a a EXIST 8" PVC d WATER LINE t MATERIAL SCHEDULE (SAN. SWR.-STA. 11+10) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (35 SY) W/ ASPHALT PER DETAIL THIS SHEET (SEE SHEET 10,,a FOR PROFILE) STA 12+55. 81 p 69. 06" LT TO EL-17.20 ?BATCH EXIST 1 ;7 PROP. 10" PVC ;' PROP ¢BBg INLET #0�-7 . SAN. SWR. x -- STA W55, Shp 61,761 LT ( i FC EL�7.20 r ( t STA TA�af i +911. 28p 24' (N) FL=13. 30 t BEGIN RADIUS ri p B C OW 2" P'iC EVATER INS - x tr `i 300 RCP OP 7 LF x 1 - 4 ---------- - ___-_ C - + 00 -_-_---_ PROP. 8" PVC WATERLINE ._--stio - sv2 t -- M ROW a t STA 11+92s84p 15.60t AT (TYP) ,. _ 2 PROP 23 ___ c as . --- -- - r s - -- -- - --- - - - - _ "': 24" RCP STA 7+77.30p ROW 8 �`� hca -- svo 50' AT END RADIUS •�tot a ej n r 11 STA $490. 43 1 <60' AT � C � � ' ,I "88" INLET #Df14 � BEGIN RADIUS n 1 +28140p 39.50 AT .� AW) FL0 3.10 it t PROP'"8Ba IN -'ET #D"-12 x� STA 9+35. 61 p -164, 15' AT FIT fi TCREL.=16.80 W N _ p 24 (N) FL 12.80 w f' STA 9+34.05, 67.98' AT ! 0 �TO EL=16.88' MATCH EXIST t 1 TCA12+82 01, 65.40' LT Et d 1 MATCH EXIST 6+62 82m 70.90' LT = Q PROP ''68' INLET #D•-5 EXIST ``� STA 12+61.6% 58.28' LT 38u INLET #D-3 d 1 TO EL=17.20 }52.86p 6Q.39' LT xa 1 24" (S) FL=13,10 17.30 t { FLu14.101 I t PROP I STM MH #Wi0------t 1 PROP 23 LF STAt2+97.10,2 242 RCP �" (q I 30" (S) FL�10. 35 C( �, r -" 24' (E) FL•-12. 50 16" (W") FL=12.50 C STA 13431. 09, 15. 50 � - --- END ROW - •- ------ - -� -`- v 1 r ' a\�'• 1 _ _ LO PROP 00 L 12, PVC WAI 36" RCP 1$nIN PROP 203 LF 36" f Y{ R �4 s' _FARRINGTON RD _. 1, 13 00 � € 14+t -_ =- =_' ' Pf M H H ,fir -- �--- ---�•-�•-, ®-e._....�� } 2 tit •. E, _. B NTiY�Z, .--...-. 7 LF D P R-90, - --- tN t t PROP "BB° INLET #D-8 I°°I w;R! I t STA 12+42.27, 64.�79' FIT 1 rr s/d .2 FLOOD STATEMENT THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940, SUFFIX "L" DATED JUNE 18, 2007 NAVD 1988, 2001 ADJUSTMENT BFE = 17.00'-20.00' 2" HMAC 12"CRUSHED TYPE "A", ' GRADE 1 LIMESTONE GEOTECH FABRI TYPICAL ASPHALT PAVEMENT DETAIL N.T.S. MATERIAL SCHEDULE (WATERLINE-STA. 6+95) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (260 SY) W/ ASPHALT PER DETAIL THIS SHEET 115 LF-8" C 900 PVC WATERLINE (SEE SHEET 7 FOR PROFILE) 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. MATERIAL SCHEDULE (WATERLINE-STA. 9+85) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (285 SY) W/ ASPHALT PER DETAIL THIS SHEET 135 LF-8" C 900 PVC WATERLINE (SEE SHEET 7 FOR PROFILE) 1. MATERIAL AND COATINGS TO BE IN �- n1M r.L ACCORDANCE WITH WATER MAIN STANDARD C�i I 420 (N SPECIFICATIONS. 3613 (S) 2. RESTRAIN EXISTING PIPING BEYOND PIPE cr_ 0 24" (E) BELL AS REQUIRED TO PREVENT MOVEMENT. "• • y EXIS TO 8 " I t PROF tC L----- ------------ 42" e STA 16 END RA(mTYP) ,=� - ' z= -C w FA uH -- - ----- -- , W s• MATERIAL SCHEDULE (WATERLINE-STA. 15+42) --------------- SAW CUT, REMOVE & REPAIR EXIST. CONCRETE - _ - (295 SY) W/ ASPHALT PER DETAIL THIS SHEET ►- 122 LF-8" C 900 PVC WATERLINE LF 6 00(TYP) - r W- (SEE SHEET_7 FOR PROFILE) fi 1. MATERIAL AND COATINGS TO BE IN s _ _ N` ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE Rue" BELL AS REQUIRED TO PREVENT MOVEMENT. FARI'rR-vION' G T 0 N PROP. 8" PVC WATERLINE .w . _ _ _ - • - .. ,. --- ----- .�..�� -- (TYP} ', va~ 1 $' _ ----- - - ..=y�� ofrekgsllt A - C ` STA 16+32.0 ....................... r - . -- T t o 116. SQ' RT I .. RODNEY LEE SLATON... - - - -- - TEND RADIUS r 90298 x G 7 ' `�--PROP OBB" INLET #D-10 STA 9+63.00p 69.31' AT TC ELw16r80 24" (Sp W) FL�12. 50 STA 9+6i,69p 73.44' AT TC EL=1 F, 91 MATCH EXIST MATERIAL SCHEDULE (WATERLINE-STA. 12+40) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (300 SY) W/ ASPHALT PER DETAIL THIS SHEET 125 LF-8" C 900 PVC WATERLINE (SEE SHEET 7 FOR PROFILE) 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. ------------- -------------- ! t/ C,F*.: «.. I PROP I38 INLET #D-•Z �Q +n 31 65. 31 C1 C �b ; STA 13¢32719p 8 �; {, v t PROP r1 TTAEIL=17 50 p The seal appearing n *4 t 15. 60• AT 36 INLET #D 4 7. 23�LF -�` 24" (S W) IFL=13.50 this document was I "� i END RADIUS �46 69p 63.61 AT 24 RCP p ; R authorized LAT N p 1 ODNEY LEES o WATER I ) 7.64 EXIST 8$ AC -' - - P.E. 90298, on -------------------- -i FL=14.00 WATER LINE 11 STA t 16+7. 85y-69i;41 RESO j PROP " 8n INLET_#D-6; __ I ��. ' a-t g- �4 . �s. s7. $2' €1T I 0 0 I MATCH EXISTO i BLVD. BI CONFL voy -EXIST 12" WATER 410` RC8 n�+ ca X10 0P 7 J X7' q A 18+68. 1 V EL= "(S) FLxl " (N) FLa" BENCHMARK RM 010315-BRASS DISK AT THE INTERSECTION OF FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB N 13810031.93 E 3216136.39 EL 20.20 (NAVD 1988, 2001 ADJ.) PROP ' 301, R( PROP 8" P PROP 71 E N. SWR. 66" RCP J STA -,4 9+06,. SS i f' � 9; -- -- — FARRINGTON RI FARRINGTON BLVD. `- STA 19 n mr r'� . ,•p +, `"�.cr� on a� 15► 50' I BEGIN R. - 6-.----------- -- -- -- - ----- - ------ GAS S -- - _ -- ------� -- ---- OW w TeC i 4 ps a ecd'xb?y .PROP 11C--21ff NLET"# C-14 J �^a STAr194•39, 3,31 39.25' FIT 0 PROP 244 LF 660 ` RCP I— — 21+00 Uj PROP. 12 PVC A w WATERLINE GAS - ---------GAS------- ------- Ag--------------- GA - _ C i------------- ---------- ---------------- SA 20+43, 9,15�501 ii -� RT EN RADIUS t N ?' k ? PI STATION 11+72,09 1 1 DELTA i a 200 3 ' 58, 79" (RT) DEGREE IR C VIE -a -Tb 0-a' � 09. 84" E 960.30, LENGTH ; a 11,899.79 RADIUS I n 6J 275.63 PC STATION = 2f i i . 80 PT STATI�,ON n 21 +11. 59 I I ` SEE SHEET 11 FOR PROP. 12" PVC WATERLINE OFFSET 2" HMAC FT 12" CRUSHED TYPE "A"; ' GRADE 1 LIMESTONE GEOTECH FABRIC TYPICAL ASPHALT PAVEMENT DETAIL N.T.S. MATERIAL SCHEDULE (SAN, SWR.-STA. 18+25) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (35 SY) W/ ASPHALT PER DETAIL THIS SHEET (SEE SHEET 10 FOR PROFILE) MATERIAL SCHEDULE (WATERLINE—STA. 20+10) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (220 SY) W/ ASPHALT PER DETAIL THIS SHEET 115 LF-12" C 900 PVC WATERLINE (SEE SHEET 8 FOR PROFILE) 1. MATERIAL AND COATINGS TO BE IN - - ---- ---- ACCORDANCE WITH WATER MAIN STANDARD 51A 23+ 17.Vol 39. aQ LT PROP 67 LF TC ELr 17. 69 SPECIFICATIONS. 24m ROP 24a(S) FL=12.80 2. RESTRAIN EXISTING PIPING BEYOND PIPE .•Ajy R=20+ BELL AS REQUIRED TO PREVENT MOVEMENT. �a= 7 % 1 r(TYP) STA 23+55. 18 16, 60' LT ' FLOOD STATEMENT THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940, SUFFIX "L" DATED JUNE 18, 2007 NAVD 1988, 2001 ADJUSTMENT BFE = 17.00'-20.00' .nt? ..---------------------------- ----.-_-•_. r ROW — - — - MATERIAL SCHEDULE (WATERLINE—STA. 23+07) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (284 SY) ASPHALT PER DETAIL THIS SHEET �W/ 125 LF-8 C 900 PVC WATERLINE .�; PRO 13 L "_ (SEE SHEET 8 FOR PROFILE) ROP PROP. 8" PVC' PROP 256 LF 80' 1. MATERIAL AND COATINGS TO BE IN WATERLINE ACCORDANCE WITH WATER MAIN STANDARD rtN. r' SPECIFICATONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE RN6' FARRJ TON R p BELL AS REQUIRED TO PREVENT MOVEMENT. I I t. 1Wt.� 1 UA oV MATCH EXIST 's (TYP) 124+00 58.32` ," N 18° 281 27.00" W - -2 _—�.. ,,,—PROP 66 LF 24" RCP RC 90' PROP29 LF NC, (TYP) R � A Rn2U" - (TYP) . qi{E ,__:---------- GAS A.. - -GAS-- ------------- GAS PROP- 23�LF - ---- ---- �L -------------- ------- —� ------------------------ ROW —I C b STA 23+55,16s 4 15.501, RT END RADIUS PROP A88" INLET #Cu8 OFT Lil STA 22+93, 99, 62. 55t RT � .. OF ,t1It,+, "4, . ... Eg TG EL=f6.80 24' (S) FLi*13.00 , , �* *� � 7GAEi2.217434, 66. 62 LT � SIATON � RODNEY lEE j A ..................: . 90298 j { , �i�,o�?�c\�,: MATCH EXIST The seal appearing on this as ' I authorized by 1 RODNEY LEE SLATON P.E. 90298, on I BB" INLET #C-7 '+63.01 p 57.59' LT 1s. 70 /� E) F'L=13.60 2rJ' +00.10 r RT I �e iN RADIUS ----- ---- 0 LO PROP 121 LF 60" RCP 00r 6YP)= = Ra1 (T2+004 STA75.? BECINrRADIUS )HE -OFIE _-0ns ^----- ------------GA I � C } r 1 1 i ----� ; )POP uBB" INLET #C-4 'TA 25+67. 81 p 62. 58" RT 'C EL -16, 6 :4" (Ws N) FL=12. 50 I TA 25+67. 05t 66, 64" RT C EL=16.99 ATCH EXIST PROF' "OB" IN1 STA 31+69, 63, TO EL-16.84 240(Nt E) FL=1 I-Ru1- U-•G &11L.Q1 Wv%1 STA 26+221.43p 39.50' LT O 0 TO EL/�� n 16. 85 /�n 30' (E) FLm13.0V II I PROP 6' X6' JUNCTION BOX MH #MC--2 PR 24Cf' LF ,� , C RiM EL�2i,44p-21.50' LT �J� 1 I j -------------GO''01;1 S)-fL=B-. 60 PR 30A (El W) FLni2. 00:� I •JP 1 J i -i J �ro STA 26+60.68p _0 ' H i.._.___.. 15.50' LT B 0 OU Fib '..too- Ri}iEfS - ----- it EXIST 18' TO REMAIt PROP 1 30" RCf OP. 8"' PVC_ TERLINE r 70.2 180 28' 27 F % i �-__PROP' 23 LF 24 ROP 0 C� C� FRUF "C-2- I.NLki RG-b STA 26+42. 47p 39,501 LT TC ELAt6.90 30" (E) FLRt2.50 PRQP 13 LF 30"ACP, OP 6' X6' JUNCTION BOX _MH_ 4W--1 A 28}42► 47p 21.*" 'L1 M EL= ; (S) FL m9, 02 1 (Ep W) FL,-12. 00 - - -------------------------`-` - - tt -------------------- ------------------ - -STA 28+21. 00, 1 S, 60" - ---- ------ -- -?---------- - -- ®rk y v> N ,� A � L"� PROP 221 LF 60' RCP _'° - _-- - - - -- - ------------------------------------- ----- -----------------------------------------------------_______ _ :s �- - - - - -- ---- - - PROP 56 LF r r . �, 27+�00 r I �, 28+00 ' -- -,� _sue.._.....- -' o � � FARF IG fi a 8 q, FARRINGTON RD� u RR90' xc� (TYP) °$ 1 CtI tn'czL iS ( y An �4 HE WE- -.---- WE 4HE OffE OHE OH£-----�-- -OHE 0 - - - - --- g,�d - -- - --- sd�-- - ---------yd- - =sits - - - -- - - - - , - - - - - - - -- ---- - - --- - -- -.. -- ----- - -----------------------:... - - - - -- - - ...__.- --- - - ------------------------------------------- --------- ------ -- -- - �- - -- -- -- - - QROW �--------------------- --------�-y-------------1 G STA 26+69 3'.i113.50' RT R STA+2t a i+�p i 5.5{I' RT �* END RADIUS p I BE+GI RADIUS PROP'_-�C=2,n INLET C-3a PAP "C-2" INLET #Ci2t! � ;'STA 26+211, 44 39, 60' RT ST 28+42. 47p 9, 8tI -- T_-_-____, TO FL-16e DS ' TGl$ tL)16. 90, 5{} 24"(SE) FLai2.20 30" (W) FL,;, 12.20 PROP S' X5` JUNGTIVN BOX ;l8--5 '--PROP "BB" INLET #C-3 STA 28+56, 44 2i. 50' RT STA 25+94.05p 62.57" RT RIM EL= ' TC ELw16. 4 42" (N W) FL-9. 65 24' (SF NW) FL=12. 30 24" W FLA12. rJ' 0 STA 31 +99.34p 60.07' LT \ eTO EL=16, 30 (.4" laltl' E) FL=12. 30 STA 25+94. 79, 66, 64' RT PROP "88" INLET 8-14 TO EL=16.9O STA 28+77.40, +62.67 RT MATCH EXIST TO EL-16,50 24" (W, N) FL=12. 80 C MATCH EXIST PROP "88" INLET #B-7 STA 32+26. 101 59, 75' LT TO EL=16.40 24" (P) Kn12. 90 , EXIST 6" PVC 53 f` EXIST I8"- RCP TO REMAIN EXIST 481 TO REMAIN (ice)--- 7 t .0I I �� x r 0 ¢ a L1 0 < L1C Z Of 1 � STA 29+04.1 BENCHMARK TO EL.P 16. 1 RM 010315-BRASS DISK AT THE INTERSECTION OF MATCH EXIST FARRINGTON AND SPENCER HIGHWAY LOCATED ON PROP "813" I SOUTH MEDIAN CURB STA 29;#04. C N 13810031.93 E 3216136.39 TO Wl-6,4 EL 20.20 (NAVD 1988, 2001 ADJ.) 24"(S) FLeg1 STA FLOOD STATEMENT THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD EN1 ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940, SUFFIX "L" DATED JUNE 18, 2007 __ NAVD 1988, 2001 ADJUSTMENT ____--_.. BFE = 17.00'-20.00' - " PROP. 8PVC 2" HMAC WATERLINE S=1 4" FT S=1 eje Fr R{TYP) 12" CRUSHED TYPE "A", R u GRADE 1 LIMESTONE a• GEOTECH FABRIC PROP 144 LF 420 f1CP ---------- --- - _ ----- --- ,STA C = E5 PROP STA 29fO3. ° TC ELn16.3C 24" (S) FL=1 EXIST 60 1 WATER L I t STA 29+04. TO TO EL=16.96 MATCH EXIST WA 11111- L INti---- I --------- ENDD RADIUS15' 1S. 60' LT I pir"t't ?ice '---- --n--�--------- ---n_,- r__.-------------------------------------------- A'•_.. - -nn-1 ROW -__ - ----------- --------------------- --------- ------ ---- - - - I WATERLINE PVC Doi ;'D 35¢00� _JA r - IROP 53 Lt (Np S) .'"L=11.09 + C PROD OBVIN IgNLEgT�y#8n-8 t .--•1 I py[5�y t+ ■t 1 �7 tp r� - I Cr. ,I r-STk!_-32+4L-43p 39, 50' AT I •C PROP STM M11 'i174J-2 r i 1 I I ; TO EL617.16 1 STA 34+4r,11 p 21, 50 RT 24"(S) FL=13,00 RIM EL= 1" ROP3 LI TYPICAL ASPHALT PAVEMENT DETAIL N.T.S. MATERIAL SCHEDULE (WATERLINE-STA. 26+00) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (294 SY) W/ ASPHALT PER DETAIL THIS SHEET 115 LF-8" C 900 PVC WATERLINE (SEE SHEET 8 FOR PROFILE) 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. MATERIAL SCHEDULE (WATERLINE-STA. 29+20) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (294 SY) W/ ASPHALT PER DETAIL THIS SHEET 120 LF-8" C 900 PVC WATERLINE (SEE SHEET 8 FOR PROFILE) 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. MATERIAL SCHEDULE (WATERLINE-STA. 32+42) SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (294 SY) W/ ASPHALT PER DETAIL THIS SHEET 120 LF-8" C 900 PVC WATERLINE (SEE SHEET 9 FOR PROFILE) 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (229 SY) W/ ASPHALT PER DETAIL THIS SHEET 125 LF-8" C 900 PVC WATERLINE (SEE SHEET 9 FOR PROFILE) 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. ne seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on a - /k- 13 24' (N, } a FL=12. 80 PROP STM MH :HMA--2b STA 42+22.85t 35.64' LT RIM ELm 24" (E) FL.=12.74------ � _ - ---------- 15650' LT i InALF 360 RCP p! i A r_ -------------------- t GC -- - STA 41 +67. 97, V ItOW lRT ® BEGIN RADIUS x IUS85' 15.50' LT BENCHMARK RM 010315—BRASS DISK AT THE INTERSECTION OF FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB N 13810031.93 E 3216136.39 EL 20.20 (NAVD 1988, 2001 ADJ.) FLOOD STATEMENT THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD yi.y ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940, 4.,xd SUFFIX "L" DATED JUNE 18, 2007 NAVD 1988, 2001 ADJUSTMENT BFE = 17.00'-20.00' MATERIAL SCHEDULE (WATERLINE—STA. 42+72) - 2" HMAC S=1 4" FT S=i 4" FT SAW CUT, REMOVE & REPAIR EXIST. CONCRETE (294 SY) W/ ASPHALT PER DETAIL THIS SHEET 130 LF-8" C 900 PVC WATERLINE (SEE SHEET 10 FOR PROFILE) 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD 1z" CRUSHED TYPE GRADE 1 LIMESTONEE SPECIFICATIONS. GEOTECH FABRIC 2. RESTRAIN EXISTING PIPING BEYOND PIPE 1 BELL AS REQUIRED TO PREVENT MOVEMENT. TYPICAL ASPHALT PAVEMENT DETAIL N.T.S. f1OP STkI MH ►.� ��:� 1 KOH I a s ^ a [ .. POiTA 42+15.38, 21.50' RT 24$ (S) FLR14.00 !IM EL14 �m�RE IN 16' (S) FLR11.9� EXIST 8" PVC ion (N) FLn12.43 a j WATER LIME :4" (E,W) FL=12. 60 au $ PPAP "Rn" TMI PT *A -A SCHOOL - - - 0 Q 2 p - U Q Q9 0 _ O� C]O �a tS IF9flLT 2) 13.50 PROPS 23 LO STA 47+13, 18, 40, 00' LT-- ' t,z �M I -- - r, i� 24e[ RCP--- ----MATCH EXIST fY 1 u'4A STA 46+36.97, g t gNi�AQIllS_----------$- -- ------ ; .=- =- - -- .................. ...... b...__......_...._. ------- , ....._ .._•_•-•_-•- ----••...._-..i.pn..p►;1•�tiE - - ihPri".rx,..^.._�, _x {TYP} Q EXISr So PVC 5"* MATERIAL SCHEDULE (WATERLINE—STA. 45+95) " WAY LINE„ Fm A SAW CUT, REMOVE & REPAIR EXIST. CONCRETE j PROP .�]`� ROP. $ PAC ,- (250 SY) W/ ASPHALT PER DETAIL THIS SHEET � a 1 24" RCP RBI ' F A RR I N42 TON BLVD. 120 LF-8" C 900 PVC WATERLINE m B (TYP) (SEE SHEET 10 FOR PROFILE) :se R�6's=$s` ^- �� 1. MATERIAL AND COATINGS TO BE IN ,`.— y (TYP} 0 0 $ FARRINGTON RD �r °". ACCORDANCE WITH WATER MAIN STANDARD i 48.04' + n°s °. t - SPECIFICATIONS. ' z _ 1pf ,,__.... �._._ sue,. 2. RESTRAIN EXISTING PIPING BEYOND PIPE r N 2' 56.r 12. a n STA 7416+Z1Z16.9A "I 1_1 BELL AS REQUIRED TO PREVENT MOVEMENT. END RADIUS NN . y PROP 14 LF Q� rsa� 24 n RCP pv - � x . "r w ca...[ x u PROP f ab -� ce�Te q ` Rj==iO ."*; cn0 FILE 7 7 P j! - % *:...........:#a� OF L A PLAN 20 -� ir RODNEY LEE SLATON a O� ENGINEER - RODNEY SLATON, P.E. PLOT DATE _ --- - --- (TYP}........... :........3H0 -� t.........90298.........� � y � ! LA P RTE,604 W. IRMONT TEXAS 77571 OWN 2 13 low ; OFFICE 281-470-5060 RLS _ ' Mao-ara :xz::a:re:rarsrx �I F SC C�yw'� *fps E-MAIL slatonr0aportetx.gov CKD b J 1 s ' i%RLSth\AL�'� APPD RLS The seal earin on CITY OF LA PORTE SCALE g P 9 1'=20' (HOR) EXIST 24n RCS' STA 47+13. 18, 40.00E this document was TC EL= authorized by WATERLINE & SAN. SWR. CONFLICT Joe No. SCHOOL RODNEY LEE SLATON — EXIT ONLY MATCH EXIST P.E. 90298, on SHEET _ RESOLUTION ALONG FARRINGTON BLVD. BETWEEN FAIRMONT & SPENCER [ PROP "BBB INLET #A-'2 EXIST i �--'--'.. 6/1 4- CONFLICT DETAIL CROSS SECTIONS OF 20 20 20 19 18 17 16 15 14 13 PROP. 8" PLUG 12 & CLAMP 11 10 9 s PROP. 4" STM. EXST. W 12" RUNE PVC S EXIT_8"PC R. (F 'TUR ) WA RUNE PROP. WATERLINE " PV N Ld U TOR—OFIf — 19 19 18 18 17 17 16 16 15 15 14 14 13 13 PROP. GROUT 12 EXIST. PIPE 12 PROP. 8" PLUG 11 & CLAMP 11 10 10 9 9 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 8 to W RUNE Sl E (F IST. 8" TUR C ) CIN z �W tV U ROP, IP 8" P N — C 20 19 LEGEND 18 ® REMOVE & DISPOSE OF EXIST. PIPE (ALL SIZES) 17 16 15 14 s=1 q �/�. _ / 13 12 PROP. GROUT 11 EXIST. PIPE 10 9 8 CONFLICT 0 STA. 6+95 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 4-8" 45- MJ BENDS (MEGA —LUG RE51 RAIN I ) 1-8" x 8" T.S. & V. 1-8" WET CONNECTION 3—GROUT END OF EXIST. PIPES 1-8" PLUG & CLAMP 1-2" SAMPLE TAP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. OLLOW) 4-8" 45' MJ BENDS (MEGA -LUG RESTRAINT) 1-12" x 8" T.S. & V. 1-8" WET CONNECT 3—GROUT END OF EXIST. PIPES 1-8" PLUG & CLAMP 1-8" PVC/AC ADAPTER 1-2" SAMPLE TAP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT. MOVEMENT. CONFLICT ® STA. 9+85 WATERLINE ROCKY HOLLOW 220 0 20 20 19 18 17 16 15 14 13 12 PROP. 8" PLUG 11 & CLAMP 10 9 8 7 19 18 17 16 15 14 3 PROP. GROUT 12 EXIST. PIPE 11 10 9 8 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 7 70 60 50 0 30 20 10 -0 10 20 30 40 50 60 ' 70 CONFLICT ®S fA. 15+42 4 WATERLINE CONFLICT ® STA. 12+40 RUSTIC ROCK WATERLINE FITTING SCHEDULE (WATERLINE—STA. 12+40) SHELL ROCK 4-8" 45- MJ BENDS (MEGA —LUG RESTRAINT) 1-12"x8"T.S.&V. 1-8" WET CONNECT 3—GROUT END OF EXIST. PIPES 1-8" PLUG & CLAMP 1-8" PVC/AC ADAPTER 1-2" SAMPLE TAP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS, 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. � I � w RUNE Pvc PRO SWR 36' FU S RE E IST i z PR P. 8' PV iV TOP OF IPE_ 7_9 19 19 18 18 17 17 16 16 15 15 14 14 13 13 PROP. 6" PLUG 2 &CLAMP 12 PROP. GROUT EXIST. PIPE 11 11 10 10 9 9 8 8 s � EX W ST. 12" RUNE PVC I" IT:!L P OP. I I PV NE— SW P 3 (F TUR ) 4-8" 45" MJ BENDS (MEGA —LUG RE5IRAIN i) 1-12" x 8" T.S. & V. 1-6" WET CONNECT 1-8" x 6" REDUCER 1-6" PVC/AC ADAPTER 1-2" SAMPLE TAP 1-8" PLUG & CLAMP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. *.:.................: * i � ROONEY LEE SVQON t 90298 ' j !!! SS.ONAL The sea ta"ring on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �-3 13 — 2" HMAC 12" CRUSHED TYPE "A".--j GRADE 1 LIMESTONE GEOTECH FABRIC TOPICAL ASPHALT PAVEMENT DETAIL N.T.S. BENCHMARK RM 010315—BRASS DISK AT THE INTERSECTION OF FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB N 13810031.93 E 3216136.39 EL 20.20 (NAVD 1988, 2001 ADJ.) FLOOD STATEMENT THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940, SUFFIX "L" DATED JUNE 18, 2007 NAVD 1988, 2001 ADJUSTMENT 8FE = 17.00'-20.00' CONSTRUCTION NOTES 1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE. 2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN. SWR. AND WATERLINE TO ENSURE CORRECT FIT OF TRANSITION ADAPTERS. 3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT CURTIS HERROD AT 281-471-9650. 4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE JOINT RESTRAINT DEVICE OR APPROVED METHOD. NOTE: PROVIDE MEGA LUG RESTRAINT AT ALL MJ CONNEC11ONS 20 20 19 18 17 16 15 14 13 12 PROP. 12 PLU & CLAMP 11 10 9 8 7 6 5 4 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 CONFLICT ® STA. 20+10 WATERLINE RUSTIC GATE 20 20 19 18 17 16 15 14 13 12 PROP. 6" PL & CLAMP 11 10 9 8 _7 6 5 4 E WATERLINE IST. 12" PVC WA rERLINE ,--PROP. 66 IVS ROP. GROUT XISr I g l¢ ATER INE N U _TOP OF PIPE = 5. 8 Lj FITTING SCHEDULE (WATERLINE—STA. 20+10) 4-12" 45- MJ BENDS (MEGA —LUG RESTRAINT) 1-12" x 12" T.S. & V. 1-12" WET CONNECT 3—GROUT END OF EXIST. PIPES 1-12 PLUG & CLAMP 1-2" SAMPLE TAP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. FITTING SCHEDULE WATERLINE STA, 23+07) 4-8" 45" MJ BENDS (MEGA —LUG RESTRAINT) 1-12" x 8" T.S. & V. 1-6" WET CONNECT 1-8" x 6" REDUCER 3—GROUT END OF EXIST. PIPES 1-6" PLUG & CLAMP 1-6" PVC/AC ADAPTER 1-2" SAMPLE TAP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. FITTING SCHEDULE`(WATERLINE—STA 26+00) 4-8" 45- MJ BENDS (MEGA —LUG RESTRAINT) 19 1-12"x8"T.S.&V. 1-6" x WET CONNECT 18 1-8" x 6" REDUCER 3—GROUT END OF EXIST. PIPES 17 1-6" PLUG & CLAMP 1-6" PVC/AC ADAPTER 1-2" SAMPLE TAP 16 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD 15 SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE 14 BELL AS REQUIRED TO PREVENT MOVEMENT. 13 12 11 10 9 8 .7 6 5 4 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 CONFLICT 0 STA. 26+00 WATERLINE COLLINGSWOOD U EXIST. 12" WATERL PVC NE EXIST. WATER 6" AC NE PROP. 60 STN. ROP. XIST. GROtJT PIPE w J P:Zep—. ATER all pie INE TOO OF PIPE I = 6.40 FITTING SCHEDULE (WATERLINE—STA, 29+20) 4-8" 45- MJ BENDS (MEGA —LUG RESTRAINT) 1-12" x 8" T.S. & V. 1-6" WET CONNECT 1-8" x 6" REDUCER 3—GROUT END OF EXIST. PIPES 1-6" PLUG & CLAMP 1-6" PVC/AC ADAPTER 1-2" SAMPLE TAP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. 20 20 19 18 17 16 15 14 13 12 PROP. 6" PLUG & CLAMP 11 10 9 8 7 6 5 4 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 CONFLICT ® STA. 23+07 WATERLINE QUIET HILL E W IST. 12" TERLIN PVC EXIST. WATERLI " AC E PRO . 60' ST R . ROP. GRO PIPE T zaf a POP.8"PVC ATER INE NU TOP OF PIPE = 6.14 20 20 19 18 17 16 .15 14 13 12 11 PROP. 6" PL & CLAMP 10 9 8 7 6 19 18 17 16 15 14 13 12 11 10 9 8 7 6 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 CONFLICT ® STA. 29+20 WATERLINE WINDING TRAIL UG EXIST. 12" WIN TER PVC NE_ PRO SWR, . 42 (FUTURE) STM. XIST. 6 ATERU AC E PROP. I" Pv PR EXI P. GROUT T. PI E WA ILIKILINL �W U LEGEND ® REMOVE & DISPOSE OF EXIST. PIPE (ALL SIZES) OF ? j� re�gs%�tt �I j RODNEY LEE SLATDN ..1 90298 j A•• oa, 111biIAIL- i The seal ap earing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on `)-I p-73 2" HMAC 12" CRUSHED TYPE "A"J GRADE 1 LIMESTONE GEOTECH FABRIC TYPICAL ASPHALT PAVEMENT DETAIL N.T.S. BENCHMARK RM 010315—BRASS DISK AT THE INTERSECTION OF FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB N 13810031.93 E 3216136.39 EL 20.20 (NAVD 1988, 2001 ADJ.) FLOOD STATEMENT THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD ZONE"AE" & SHADED ZONE X PER FIRM MAP 48201CO940, SUFFIX "L" DATED JUNE 18, 2007 NAVD 1988, 2001 ADJUSTMENT BFE = 17.00'-20.00' CONSTRUCTION NOTES: 1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE. 2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN. SWR. AND WATERLINE TO ENSURE CORRECT FIT OF TRANSITION ADAPTERS. 3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT CURTIS HERROD AT 281-471-9650. 4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE JOINT RESTRAINT DEVICE OR APPROVED METHOD. NOTE: PROVIDE MEGA LUG RESTRAINT AT ALL MJ CONNECTIONS ®1 20 20 19 18 17 16 15 14 13 12 11 PROP. 8 PLU & CLAMP 10 9 8 7 19 18 17 16 M. )15 14 13 12 10 9 8 7 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 CONFLICT 0 STA. 32+42 WATERLINE CARLOW PROP. SWR 36 STM. PROR.2"S SWR. (F TUR ull EXIST. 12" WATER PVC NE " WATER NE 2-15ROP. P PROP. EXIST. G PIE OUT Z — x _ iV Lj -I U 20 20 19 18 17 16 15 14 13 PROP. 8 PLU & CLAMP 12 11 10 9 MENEENE NONE 0 MENE.••••.®®WE �®' i No 0 EM N��II E MMMMM NINE 10 1 NEN 70 60 50 4030 20 10 0 10 20 30 40 50 60 70 CONFLICT 0 STA. 42+72 WATERLINE ANTRIM 15 FITTING SCHEDULE (WATERLINE—STA. 32+42) 4-8" 45" MJ BENDS (MEGA —LUG RESTRAINT) 1-12" x 8" T.S. & V. 1-8" WET CONNECT 3—GROUT END OF EXIST. PIPES 1-8" PLUG & CLAMP 1-8" PVC/AC ADAPTER 1-2" SAMPLE TAP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. FITTING SCHEDULE (WATERLINE—STA. 34+50) 4-8" 45" MJ BENDS (MEGA —LUG RESTRAINT) 1-12" x 8" T.S. & V. 1-6" WET CONNECT 1-8" x 6" REDUCER 3—GROUT END OF EXIST. PIPES 1-6" PLUG & CLAMP 1-6" PVC/AC ADAPTER 1-2" SAMPLE TAP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. FITTING SCHEDULE (WATERLINE—STA. 42+72) 4-8" 45' MJ BENDS (MEGA —LUG RESTRAINT) 1-12" x 8" T.S. & V. 1-8" WET CONNECT 3—GROUT END OF EXIST. PIPES 1-8" PLUG & CLAMP 1-2" SAMPLE TAP 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH WATER MAIN STANDARD SPECIFICATIONS. 2. RESTRAIN EXISTING PIPING BEYOND PIPE BELL AS REQUIRED TO PREVENT MOVEMENT. PROP. SWR. 36 (FUTURE) STM. PR SW . . 2 (F " S TORE EXIST. 12" WATERL PVC NE XIST. 6 FI AC E P F WATERLINE O P POP. EXIST. ROU PIPE z E W w TOP OF PPE = 9.2 Cq U 20 20 19 18 17 16 15 14 13 PROP. 6" PLUG & CLAMP 12 11 10 9 8 7 LEGEND 19 ® REMOVE & DISPOSE OF EXIST. PIPE (ALL SIZES) 18 17 16 0. 15 2" HMAC S=1 4" FT S=1 4" FT 7eGEOTECH 14 13 12" CRUSHED TYPE "A", GRADE 1 LIMESTONE 12 FABRIC 11 TYPICAL ASPHALT PAVEMENT DETAIL 10 N.T.S. 9 8 BENCHMARK 7 RM 010315—BRASS DISK AT THE INTERSECTION OF 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB CONFLICT 0 STA. 34+50 N 13810031.93 E 3216136.39 WATERLINE EL 20.20 (NAVD 1988, 2001 ADJ.) BELFAST FLOOD STATEMENT THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940, SUFFIX "L" DATED JUNE 18, 2007 NAVD 1988, 2001 ADJUSTMENT BFE = 17.00'-20.00' CONSTRUCTION NOTES: 1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE 2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN. SWR. AND WATERLINE TO ENSURE CORRECT FIT OF 20 20 TRANSITION ADAPTERS. 19 18 17 16 15 14 FITTING SCHEDULE (WATERLINE—STA. 45+95) 14 4-8" 45' MJ BENDS (MEGA —LUG RESTRAINT) PROP. 8" PLUG 13 1-12" x 8" T.S. & V. & CLAMP 13 1-8" WET CONNECT 3-GROUT END OF EXIST. PIPES 12 1-8" PLUG & CLAMP 12 1-2" SAMPLE TAP 11 1. MATERIAL AND COATINGS TO BE IN 11 ACCORDANCE WITH WATER MAIN STANDARD 10 SPECIFICATIONS. 10 2. RESTRAIN EXISTING PIPING BEYOND PIPE 9 BELL AS REQUIRED TO PREVENT MOVEMENT. 9 aJr EXIST. 12" WATERLINE PVC SWR. (F TUR EXIST. WATERL " PVC- NE P OP. 8" P C PROP. EXIST. PIPE ROU WATERLINE w U —TOF-017-1 70 3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY 19 AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT CURTIS HERROD AT 281-471-9650. 18 4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE JOINT RESTRAINT DEVICE OR APPROVED METHOD. M17 )16 NOTE: 15 PROVIDE MEGA LUG RESTRAINT AT ALL MJ CONNECTIONS 14 13 12 11 10 + 9 1� ....... r*RODNEY LEE SLATON* X ............. 1 L ASP ENGINEER - RODNEY SLATON, P.E. n 604 W. FAIRMONT CAD FILE PLAN PLOT DATE 2 13 ' 9029e �j n r LA PORTE, TEXAS 77571 �Toc�'��STEO' �v.{� OFFICE 281-470-5060 AWN RLS 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 i� F ��?� ram" E-MAIL slatonr®laportetx.gov CKD RLS APPD CONFLICT 0 STA. 45+95 RLS CITY OF LA PORTE SCALE WATERLINE The seal appearing on 1'=20' (HOR) OLD ORCHARD this document was VI (VER) authorized by WATERLINE & SAN. SWR. CONFLICT Joe No. RODNEY LEE SLATON P.E. 90298, on RESOLUTION ALONG FARRINGTON SHEET a-19 73 BLVD. BETWEEN FAIRMONT & SPENCER 9/14 CONFLICT DETAIL CROSS SECTIONS OF 1 20 gn 2n 20 19 18 17 16 15 14 13 12 11 10 9 8 7 5 4 3 2 1 0 —1 � a EXIS 18" SAN. SWR PROP. GR UT EXIST. EXIST. PI " SAN. E SWR. EXIE T. 6" S N. SWR PR P. 6" S .—L—PPAP — -- -- — ' w J WA ERLI E 1' MIN. EXIS 2-12" SAN. S . CLEAR. _ TR = FL = FL = 1e.80 0.80 0.40 -12" 12" FL = FL = FL = 9.70 13.40 (-18 11.60 (-4" 18" ) H PVC__Tl PROP SAN. SWR. C0.3 FIL 0. (W PRO . 8" 19 19 18 18 17 17 16 16 15 15 14 14 13 13 12 12 11 11 10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 0 0 —1 —1 PRO SWR. 4 (FU " S URE . — XIST. 13" SAN. SWR. PR P. G OUT — EXI ST. EXIST. B" SAN. SWR. Z — x iV W U PROP. 45 L —8" PVC EXIST. 2-18" SAN. SWR. EXI T. SAN. SWR. M TR 18.20 FL fL Z 2.20 L 9.80 S-18" E-8") FL = 7.15 (E PR P. 8" 2" HMAC S-114L FT S=1 4" FT 19 12" CRUSHED TYPE "A", GRADE 1 LIMESTONE 18 GEOTECH FABRIC 17 TYPICAL ASPHALT PAVEMENT DETAIL 16 LEGEND N.T.S. 15 ® REMOVE & DISPOSE OF EXIST. PIPE (ALL SIZES) 14 BENCHMARK 13 RM 010315-BRASS DISK AT THE INTERSECTION OF 12 FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB N 13810031.93 E 3216136.39 11 EL 20.20 (NAVD 1988, 2001 ADJ.) 10 FLOOD STATEMENT THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD 9 ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940, SUFFIX "L" DATED JUNE 18, 2007 NAVD 1988, 2001 ADJUSTMENT 8 BFE = 17.00'-20.00' 7 PROP. SAN. SWR. W 6 DROP STRUCTURE TR = 17.70 CONSTRUCTION NOTES: FL = 7.30 (W—PROP. 8") 5 FL = 10.20 (E) 1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE. 4 2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN. SWR. AND WATERLINE TO ENSURE CORRECT FIT OF 3 TRANSITION ADAPTERS. 3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE 2 CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT 1 CURTIS HERROD AT 281-471-9650. 4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE p JOINT RESTRAINT DEVICE OR APPROVED METHOD. —1 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 PROP. SAN. SWR. w CONFLICT 0 STA. 18+25 CONFLICT 0 STA. 30+50 DROP 18.80 STRUCTURE = TR = 1880 SANITARY SEWER SANITARY SEWER FL = 0.96 (E—PROP. 8") NORTH SIDE OF FLOOD CONTROL DITCH CARLOW ALLEY FL _ 11.85 (W) MATERIAL SCHEDULE (SAN. SWR.-STA. 18+25) MATERIAL SCHEDULE (SAN. SWR.—STA. 30+50) 1—SAN. SWR. MH (STANDARD DEPTH) 1—SAN. SWR. MH (STANDARD DEPTH) EXTRA DEPTH MH 7 V.F. EXTRA DEPTH MH — 7 V.F. 2-DROP STRUCTURES 45 LF-8" PVC SAN. SWR. 70 LF-8" PVC SAN. SWR. 1—GROUT END OF EXIST. PIPES 1—GROUT END OF EXIST. PIPES r_got i.. rFxgsi�l 1. MATERIAL AND COATINGS TO BE IN 1. MATERIAL AND COATINGS TO BE IN *._ *ii� F CAD FILE ACCORDANCE WITH SAN. SWR. STANDARD ACCORDANCE WITH SAN. SWR. STANDARD rPLAN .*...........:*.� , ° Op ENGINEER - RODNEY SLATON, P.E. PLOT DATE SPECIFICATIONS. SPECIFICATIONS. RODNEr LEE SUTON 1�� 604 W. FAIRMONT 2 13 A: 90298 ; a 1' P LA PORTE, TEXAS 77571 pyM I, OFFICE 281-470-5060 RLS �I,O�G/STgii��`ar rya E-MAIL slatonr®laportetx.gov CKD ,%� <�LS� APPD RLS CITY OF LA PORTE RLS The seal earin On SCALE PP 9 1'=20' (HOR) this document was 1"=2' (V(ER) authorized by WATERLINE & SAN. SWR. CONFLICT JOB No. RODNEY LEE SLATON P.E. 90298, on RESOLUTION ALONG FARRINGTON SHEET BLVD. BETWEEN FAIRMONT & SPENCER 10/14 CONFLICT DETAIL CROSS SECTIONS of 20 20 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 P OP. 6" S S R. UTUR EXt0 SAN. S -� E IST. 12 ROP. XIST. GRO11 PIPE T PROP EXIS GR PIP UT zd PRO . 11 LF 10" VC cV W V 777 -PROP. SAN. 61 SW LF-10" . ® FVC-L .25 PR P. S AN. SWR. FL = 6. 3 ( & -PR P. 1 19 19 18 18 17 17 16 16 15 15 14 14 SAN. SWR. 13 13 EXIST. 12" SAN. SWR. 12 12 11 11 EXIST. SAN. SWR. MH 1 TR = 18.70 10 FL = 11.10 (NW-12") FL = 11.10 (E-12' FL = 12.30 (W-10 ) 9 9 PROP. GROUT EXIST. PIPE 8 8 7 7 6 6 ., 55 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 4 CONFLICT ® STA. 11+'10 PROP. SAN. SWR. W PROP. DROP SAN. SWR. w SANITARY SEWER DROP STRUCTURE 3 STRUCTURE TR = 18.70 150' SOUTH OF ROCKY HOLLOW & 10 FR = 5. 2 (E-PROP. 8") FL = 7.08 (E-PROP. 10") SHELL ROCK ROAD FL = 7.72 (W) 2 FL = 12.67 (W) 1 0 M TERIAL SCHEDULE (~SAN SWR.-STA. 11 2-SAN. SWR. MH (STANDARD DEPTH) EXTRA DEPTH MH - 10 V.F. 177 LF-10" PVC SAN. SWR. 2-GROUT END OF EXIST. PIPES 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH SAN. SWR. STANDARD SPECIFICATIONS. PF OP. - R 6" S M. —EXIST. 8" SAN. S (V E IST. 8" SAN. S ]PRUP.7 LF8" 13 VC— E IST. z 12" SA . SWR. EXIST. SAN. S MH TR = 8.10 FL = FL = FL .80 S .50 W 12" 8, FL DRO 4.9 S (W UCTU PRO E . 8") 19 18 2" HMAC S=1 4" FT S=1 4" Fr 17 16 12" CRUSHED TYPE "A", 15 GRADE 1 LIMESTONE GEOTECH FABRIC 14 TYPICAL ASPHALT PAVEMENT DETAIL 13 LEGEND N.T.S. 12 ® REMOVE & DISPOSE OF EXIST. PIPE (ALL SIZES) 11 BENCHMARK. 10 RM 010315-BRASS DISK AT THE INTERSECTION OF 9 FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB 8 N 13810031.93 E 3216136.39 EL 20.20 (NAVD 1988, 2001 ADJ.) 7 FLOOD STATEMENT 6 THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201C0940, SUFFIX "L" DATED JUNE 18, 2007 NAVD 1988, 2001 ADJUSTMENT 5 BFE = 17.00'-20.00' 4 3 CONSTRUCTION NOTES: 2 1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH 1 PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE. 2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN. 0 SWR. AND WATERLINE TO ENSURE CORRECT FIT OF TRANSITION ADAPTERS. _1 3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT CURTIS HERROD AT 281-471-9650. CONFLICT ® STA. 21+30 4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE SANITARY SEWER JOINT RESTRAINT DEVICE OR APPROVED METHOD. 150' SOUTH OF QUIET HILL ROAD MATERIAL SCHEDULE (SAN. SWR.-STA. 21 1-SAN. SWR. MH (STANDARD DEPTH) EXTRA DEPTH MH - 10 V.F. 57 LF-8" PVC SAN. SWR. 1-GROUT END OF EXIST. PIPES 1. MATERIAL AND COATINGS TO BE IN ACCORDANCE WITH SAN. SWR. STANDARD SPECIFICATIONS. se OF TEkttl w...... ,• ,9s 1/ CAD FILE w 1 r * ' •,� f PLAN *ROONEY LEE S�TON# ApP ENGINEER - RODNEY SLATON, P.E. PLOT DATE �........................./ 604 W. FAIRMONT 2 13 90298 io a 541 LA PORTE, TEXAS 77571 DWN OFFICE 281-470-5060 RLS E-MAIL siatonrga ortetx. ov CKD i •. /SfE •' P 9 11 FS •......• G\\',C *�." RLS 1>t S�ONAI. e+" APPD RLS �%s`'' The seal appearing on CITY OF LA PORTE SCALE (HOR) this document was 1"=2' (VER) authorized by WATERLINE & SAN. SWR. CONFLICT JOB NO. RODNEY LEE SLATON SHEET P.E. 90298, on RESOLUTION ALONG FARRINGTON _3 13 BLVD. BETWEEN FAIRMONT & SPENCER 0a/1 CONFLICT DETAIL CROSS SECTIONS of . i 28 26 '-'................................ ............................ ............. .............. 1 ...... ............. ..._.- ........................................................ PROF 86TJ .............. NCTION ......... -... X uMC-6 - ........ __ .............. ........... ................. {......_..._. .._._... L TOC YP STA 16+99.00 STA ,18+69.8 , 1 EL-17. 80 Rifw1, EL" 96 , � ' 24 TCH EXIT II __ 68 •(S) 66° Ft°8 f(V1 FL•6 65 .............. ..........:... .----------- ------ ........ ......... ..... ..............jl......_... -rL RUSTIC— 24 ............................ .................R17STI "ROfiH H ... .............PROP. STA It�79. _TAT. 91 96 (Or--2..........._..-.....7.....................................(Tti1 111 _ EiCFbD SMT................__............. TE RD IiI RIM El6 ' , I ° 42 ( 1. FL-6.22 I 1 34P (I FL=8.7 TxTJU CTION 80 aMC-4. 22 22 20 ........_ {1 RT TOC VPI EL-17.6 MATCH E LT TOO .._...STA• �p2 ..:...... STA 1i6+48 (IST VPI A Sv32:'72. .............. 1.. ._ .. _ ....:. ( _.._.. ( I...........I. .......�..... 1 ...... _.�........ __.... . RT TOO LT TO PROP ....fiTk••f 2'1 f NWI-- PI STA VPI STA TM. MN. +02:+9 "�( I 9➢----•-•• 6+94. 16 16+98.9 0-i......... . ............. .............. ........ ..._J..._-� .......... _._..Ru,`..' I .......... m o r-"' ,�'- r: yP. N p ...... ........................................ .......... .... .....__..._._ E� n. z q. ._........ orn m,x.. t.: li I....................... s ............. ..... ......... ..._._....__..........»._........._.........�.-----_-m!?......._.. - ..__-----_. J .._.._PROP RIM 66• 24° N L=39r76,' QS N1 FL k8'W) FL ' L 9 LT •••------- qq 17 $ 13 00 0 i OW --••- m .... ...... ...._.._...... 1 ._.......__�. .............. 20 RT TOC �I "'_'---- WI FL=8113 'CITE&pRT p i -__' u`l~- -- - VNCL mt=u`i_ STA 16* 6. 93 ,� -- - - _ -- uIs 18 (1 " 0. 310 ... E ........ IST LT/ NOL P ___ T TOO I RT ROW ........ .. i , i� ...- (- .__ 0,314% ..........A . ............. 16 LT OC pl STA i6+62 I 16 - EL 7. 3 ._..... TSB I ;............{:: ... ...... ........... s• . .............. G LINE _. I _._;.. ............. ...... -' _. ......... �........ .->::.__...............�,�4�. _._._ _ ......... ._ ... ........ ..... .. _RT ' CAS TOC, VPI _ _ INC STA ___ •• 42 ...... _ .... _ 14 ._ . ........... \ 2 . _... Cb5 L] E ........... EXIST•NO ...... ............................. CHAN _ 2 !... _.... GAS LINE _.. ........... A t 4 RT jOC ELT-1C7. VPI $TA 60 II-EX-F&'F ............. 16+73 =_._ _.............. G' NATEA E : ._. �.._... _ .......-t _ vni i:in -...__................._ _ ......... ... EL 16. API EL-18 9d MATCH E I STA 1 WATER LIN +01 ...... RT IOC EL- 8. ._MATCH - VPI STA 0 XIS7.............._.... 19+88 1 2 Y HOL 12 '''...... _. J........................... 1 .. .. ..... .. 1 ............ _�....... _.... -- ...................... EXI .. B_NaU-j- TI E .. ....... ...... . -------- 20• sru - - 12 TIPR P VER P.LANS. - -. - 1CP'd'D:1 - - : 1 _ ...._ 10 J...._..._........ar' PROP 36° RCP 0 LF 0 0.40% -._._t ROP 22 92° CMP ............. ' ... __..1.___.._....�. .............I......... I f .._.1.._._._. 1 t. ....... g1 5A I �......... _...A II .................... i ... ...e11b '0 i5%.......65" 10 %...._..... 1 I A 11 ....'............. '-•-----_._... -----"----- -. ..... _ ...--'-- - -.� ...... --- ...... -..1...._: PRO. _�T.. �.f.. e..._.. fi. STM.........J.. ._.___.. _ ------ — ---'- a 1 ; ...... ...............•-----.......-•---... ._..._....... 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IN FORVEXISTI �� _ SNOT FI$LD OJUS WATER T VER DEP fF NEE EO 2 •.•• ••••-_•---i2• NATEfl LIKEI 1 • CIPP SRI OWN 2 1 12' C1PP SA AR D 12• CIPP SA II OR -- ........................_._._......._._._._ ...............I ........_ _._._............... ......... .... �... .._.._..._........_................................_ ➢ ! !(( _ I I BENT {(02464- H FCO SPECS) ^2 _._....._.. ............. .._............_........._.._......_........... .............. ....... .:..... .___........ .............. .............. _.._.__.__ .._.......... .............. ... _. .....__ ......_TIMER l ........................................_..........._....._.... ....._...__..1..:........... 1 ^2 -4 -6 -6 II I i ? -8 -8 2" HMAC S= FT 1 4" FT 12" CRUSHED TYPE "A", GRADE 1 LIMESTONE GEOTECH FABRIC TYPICAL ASPHALT PAVEMENT DETAIL LEGEND N.T.S. REMOVE &DISPOSE OF EXIST. PIPE ( ALL SIZES) BENCHMARK RM 010315—BRASS DISK AT THE INTERSECTION OF FARRINGTON AND SPENCER HIGHWAY LOCATED ON SOUTH MEDIAN CURB N 13810031.93 E 3216136.39 EL 20.20 (NAVD 1988, 2001 ADJ.) FLOOD STATEMENT THE PROJECT IS LOCATED PARTIALLY WITHIN FLOOD ZONE "AE" & SHADED ZONE X PER FIRM MAP 48201CO940, SUFFIX "L„ DATED JUNE 18, 2007 NAVD 1988, 2001 ADJUSTMENT BFE = 17.00'-20.00' CONSTRUCTION NOTES: 1. REMOVE EXISTING UTILITY LINES AT CONFLICT WITH PROPOSED STM. SWR. ABANDON ALL OHTERS IN PLACE. 2. FIELD VERIFY OUTSIDE DIAMETER OF EXISTING SAN. SWR. AND WATERLINE TO ENSURE CORRECT FIT OF TRANSITION ADAPTERS. 3. CONTACT PUBLIC WORKS 72 HOURS BEFORE THE CUT & PLUG OF EXISTING WATERLINE TO ALLOW CITY AMPLE TIME TO NOTIFY AFFECTED RESIDENTS. CONTACT CURTIS HERROD AT 281-471-9650. 4. ALL PIPE JOINTS MUST BE RESTRAINED BY A PIPE JOINT RESTRAINT DEVICE OR APPROVED METHOD. FITTING SCHEDULE (WATERLINE-STA. 18+25) 2-12" 45- MJ BENDS (MEGA —LUG RESTRAINT) 2-12" WET CONNECT got gyp._, ....;jqs41+ 1. MATERIAL AND COATINGS TO BE IN *IF of L CAD FPLAN ILE ACCORDANCE WITH WATER MAIN STANDARD �.•:........ ............� o ENGINEER - RODNEY SLATON, P.E. PLOT DATE SPECIFICATIONS. ARODN 9029 SIATON „r«Aa LA4PORTE,W. LTEXAS 77571 DWN RMONT 2 13 2. RESTRAIN EXISTING PIPING BEYOND PIPE �j#f to.,-: o,.�� x� 't h OFFICE 281-470-5080 RLS BELL AS REQUIRED TO PREVENT MOVEMENT. tS •...... ��,: �" E-MAIL 9latonr®laportetx:gov CKD RLS APPD // RLS The seal appbaring on CITY OF LA PORTE 1"= SCALE' (HOR) this document was 1"=2' (VER) authorized by WATERLINE & SAN. SWR. CONFLICT JOB NO. RODNEY LEE SLATON -- P.E. 90298, on RESOLUTION ALONG FARRINGTON SHEET 2 fig, BLVD. BETWEEN FAIRMONT & SPENCER 1 1 14 CONFLICT DETAIL CROSS SECTIONS OF SERVICE CONNECTION NOTES SYMMETRICAL ABOUT THE MAIN SHALL HAVE A MINIMUM DEPTH OF4r BELOW TOP OF CURB GRADE HALF SECTION HALF SECTION UNDER THEWATERSERVICELWESTHATAREINSTALLED BEFORE THE GOMPLETIONOFBTREETOONiTTRUCTIONSHALL UNDER PAVEMENT NATURAL GROUND BE LAID IN THESERVICEDITCHATTHESAME ELEVATION ASTHEWATERMNNORAMWN9UMOOVEROF4B' BELOWTOPOFCURBGRADE,ATTHEPROPER LOCATIONFORTHEMETER BOX,THEMETER(CURB)STOPSHA L BERAMEDT018•BELOWTOPOFCtRTSGRADE wnHEHCUDHMpgg'RBWD TO RAISE THE STOPATAFUTURE SOD OR SEE (AS REQUIRED) PER DATE To0'BELOW T0P0FCURBGRADE - CITY OF LA PORTE STANDARD SPECIFICATIONS LOCATOR WIRE TO13EPLACED ONALL MAINS AND GO KMiMOJ.20OACOPPEM rwe®rt NATURAL GROUND SINGLE METER 8ERITICE LINES SHALL 8E 1' MIN. LR C.TS POLYERiYLENE 80R� J- - �TOFURNISH AND INSTN1DOUBLE fVK7ENETERSO=ATFINISHGRADE. Kamm :'t'. 'e %/ 1 / FIREHYDRANfASSEMBUSSSHALLNORMALLYMAINTAINTHREEFOOTCLEARANCEFROMBACKOFOURB. REQUIRED ASSEMBLY SHALL INCLUDE ONE LINE SIZE BY 0• TEE, ONE SOX INCH OATE VALVEAND BOX ONE FIRic 'l.1 HYDRANT AND SIXINCHPIPMANDTiEBACKS. J- �% / I 44 _ . f WATER VALVES ON MAIN LINES SK41L BE LOCATED AS CLOSEAS POSSIBLE TO EXTENDED PROPERTY LINE AND 117 L PIi J/ SHALL CONFORM TO AW WAC-M. OPEN LEFT'. EO.UIPPED WI H PENTEOON� LOPERAIING NUfMADW. IJ J%:% aruraaa J- J '\I J� J -� •Il %f • i - WATERLINES 4INCH THROUGH 12INCH I.D. SHALL COMPLY WITH THE REQUIREMENTSOFAWWASTANWWDCMD CLASS 1E0.ODR-18WITH CAST IRON OUTSIDE DNMEML •/I .l--\�l J� f J JJ z �N ALL CONCRETE THRUST BLOCKING SMALL BEPLACED TOFORMASOUIDCONNECTION BETWEEN FITTWGB. 3! VALVES AND FIRE HYDROUNITS AND UNDISTURBED EARTH. CONCRETIEFORTHRUSTBLOCKING81AALLHAMEA � L':;.`•::'.:.:::: ww oa MINIMUM OF25WP.S.LCOMPRESSNESTRENG HAT28DAYS, GRAY IRON AND DUCTILE IRON FITTINGS SHALLCONFORM TOAWWA04IO DENDJOINTSOFFITTING AND w MAIN LINE VALVES SHALL CONFORM TOAWWAC•111FOR RUBBER GAS KETEDJOINT&GRAYIRONANDDUCTILE 7>iIRON FITTINOBSHALL BECEMENT LINED OREPDXY COATED. AT EACH FR'RNGTHEREBHALLBEEBAAIRON _ - SERES 15DDFORCE•RESTRAINTSLEEVES. wo�ei Nmzi -SPRING LINE ALL FIRE HYDRANTS ANDVALVE BOXES ARE TO BE ADJUSTED TOFINMiGRADEAFTEFtPAVWGISCOMPLETF- THE LOWEST HORIZONTAL FLANGE OF AFIRE HYDRANT SHALL NOT BE MORE THAN B'ABOVETHE SURROUNDING NATURAL GROUND ATANY PONT. INSTAL•CONCRE tEBLOCK BENEATH FlT�PL REHYDRANT8BEF0AgNOCONCRETETHRUBTBLOCHINGTO EMBEDMENT MATERIAL A RIALPORT MOMTHATFIREHYDRANTSAREINSTALLEDLEVEL PER CITY OF STANDARD SPECIFICATIONS `'s L• CONTRACTORIIHANOTIFYTHEDEPARTMENTOFPU&JCWORKS48HOURSBEFORESTARTOF :.':a .SEE .NOTE .2 i`•::`:;:;`.';`. CONSTRUCTION. DRY BOTTOM NOTE: 2.8• MIN. FOR MAIN DIAMETER QW 1r MIN. FOR MAINDIAMtETER y-W WATER DISTRIBUTION MAIN BEDDING & BACKFILL FOR OPEN CUT TRENCHES N.T.S. PIPING NOTE FITTINGS, VALVES AND PIPE JOINTS SHALL BE SECURED WITH MECHANICAL JOINT RESTRAINTS. THESE RESTRAINTS SHALL BE EBAA IRON 2000 PV FOR FITTINGS AND EBAA IRON SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. WATER DISTRIBUTION NOTES: 1. PRESSURE TEST OF WATER LINES 20" DIAMETER SHALL. BE AT 125 PSI FOR A DURATION OF 8 HOURS. PRESSURE TEST OF WATER LINES GREATER THAN 20" SHALL BE AT 150 PSI FOR A DURATION OF 8 HOURS. 2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492 SIZE = 4.492" 3.ALL WATER METER BOXES SHALL BE NOS MODEL NO. D15AM42—DISB OR APPROVED EQUAL.BOX NEEDS 10 BE COMPATIBLE TO NEPTUNE PRO —READ.) LOCKING LIDS WILL NOT BE ACCEPTED. 4. PROVIDE "UNI—FLANGE" OR APPROVED EQUAL PIPE RESISTANT AND CASING SYSTEM ON UNDERGROUND PRESSURE PIPE SYSTEMS. 5.ALL WATER TAPS SHOULD BE PLACED IN LINE WITH PROPERTY CORNER OR PLACED HALFWAY BETWEEN THE FRONT LOT CORNERS, OR AT PC OF CURB RETURN IN MULTI —LOT SUBDIVISIONS. 45" y. . !1• 2t' WJ•12'BLAROERPIPE • ;r•:. � iB'YDI•tQ'8SMM1ETi [�BENDBalTEE PIPE TAPPING SCHEDULE WATER MAIN SERVICES= TYPEAND DIAMETER sw 1' 1417 r 4" CAST IRON OR DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS DUCTILE IRON 4" ASBESTOS WBSS WBSS DSS, WBSS DSS, WBSS (EXISTING) CEMENT 4" PVC (AWWA C900) DSS, WBSS DSS, WBSS DSS. WBSS DSS, WBSS 6" AND 8" CAST IRON DSS, WBSS DSS, -WBSS DSS, WBSS DSS, WBSS OR DUCTILE IRON § AND ASBESTOS (EXISTING CEMENT DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 6" AND 8" CAST IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS OR DUCTILE IRON gAND 8" PVC AWWA C900) DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS 12" CAST IRON DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS OR DUCTILE IRON 2" ASBESTOS DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS EXISTING) CEMENT PVC DSS, WBSS DSS, WBSS DSS, WBSS DSS, WBSS �2" AWWA C900) 16" AND UP CAST IRON DWBSS DWBSS DWBSS DWBSS DUCTILE IRON ]OR CEASBESTOS DWBSS DWBSS DWBSS DWBSS 11(EXISTING) UP0 PVC (6" AND DWBSS DWBSS DWBSS DWBSS DSS - DUAL STRAP SADDLES WBSS - WIDE BAND STRAP SADDLES DWBSS - DUAL WIDE BAND STRAP SADDLES SI 90" BEND 45- BEND 22� BEND TEE PLUGS ZE A B A B PA. B A I B C D 4"8.1 16" 10" 9" 10" fs" 8" 10" 12" 10" 21" 8" 22" 13" 12" 13" 8" 10" 13" 1 16" 12" 29" 10" 26" 17" 14" 17" 0" 13" 16" 20" 14" 36" 12" 29" 21" 16" 21" 11" 16" 1B" 24" 18" 41" 14' 35" 24" 19" 24" 12" 20" 22" 27' 18" 48" 16" 38" 1 27" 21" 27" 12" 24" 24" 30" 20" 54" 24" 48" 40" 30" 40" 20" 30" 36" 48" 36" 72" SERVICE TAPS TO BE MADE IN THIS ZONE EXCEPT FOR PVC FASTTAP BLOW -OFF &CHLORINATION D - TAPS ARE MADE IN VERTICAL POSITION WIDE BAND SINGLE SADDLE OR DUAL SADDLES SERVICE TAPS N.T.S. AROiMIIN. AIOYF HALF SECTION HALF SECTION UNDER UNDERPAVEMENT NATURAL GROUND PAVEMENT NATURAL GROUND b 4N�2 16II aA HANDLING HOLE \ SELECT FILL d BUBGRADE j J/ - BBACKFLL IN TRENCH ZONE PER TRENCH ZONE 4� 411 SPECIFICATIONS INITIAL A, BACKFIU. "zp� CEMENT'STABILUED - SPRINGLINE 8t 11N8aDIA [2878mm] SAND EMBEDMENT MIN jD MIN . (SEENOTE8) HAUNCHWG 78878•DIA [189/mn] 416, (12&nm] 72 SW CIA [1844mm] 14 718' SEE'NOTE 4 ; BEDDING (877mm] o; \ 1220mm] . 84 EM TYPICAL CROSS-SECTION [2134mm] NOTES: 5100T8AL7qI�18'� DIA al 1. THIS DETAIL MAYBEUSED ONLY 3. MAX TRENCH 411DTH FOR DRY STABLE TRENCH CONDITIONS. GREATER THAN MIN SMALL BE NOT TRENCH NOW P•••` PRIAM SEC110H SEE SPECIFICATION FOR REQUIREMENTS PLUS 24 INCHES, UNLESS IN OTHER CONDITIONS NOTED. OTHER ASE 4. MIN. BEDDING DEPTH SHALL DOE 12 INCHES � MACHINED SURFACE 2. ON TRENCH N UNN SHAII. BE PIPE OD PLUS STHE NOMINAL PIPE SM 5. MATERIALS FOVE R FORC',EE MAINSMAY BE FS.� NOTE: ALLOWED. NOMINAL PIPE SEE 'A' Wm 3w 24' OVER 30' MANHOLE COVER TO BE 32 INCHES. BANrrARYBEuvERBEDDWGANDSALcFnl FOR DRY STABLE TRENCH EAST JORDAN IRON WORKS, INC. P.O, BOX 439 -AST JORDAN, MI. 49727 1-800-874-4100 FAX 231-536-445B DRAWN DATE SOD 01/07/00 APPROVED DATE V-1418-2 FRAME PRODUCT NO. 41418216 CATALOG NO, V-1418-2 REF. PRODUCT DRAWING 41418216 EST. WT. FRAME, 105 LBS 48kg OPEN AREA N/A MAT% SPEC RARE - GRAY IRON ASTM A48 CL3 LOAD RATING HEAVY DUTY NOTES ON USE OF STANDARD DETAIL SAN-015 SEE TAHIEH 2 To 5 .FOR ACrdPTAHE YAW PIPE -SEE TABLES 2 TO 5 NIEXSECISNO ME fm ACCEPTANE ANLIE F➢H EAOI viIERJECRVc TABLE 3 512E PPE ANaE FOR EAOT YIt M MAr4E AND MEDU AND WE 0 SAES FOR W-0. OIA MMAHOE 9S a PIPE s'-D• To iWl°I•RPEiC '•NIEASEC1No YANNOES. PPE A. W %IYYY Am: PW: UNE = TABLE 1 FDA MAXVUM MANAGER FOR MAIN PIPES FROM STRAIGHT THROUGH TO 45" DEFLECTION _ SEE TABLES 2 TO A %FOR A03P:ADLE WIN PIPE / AN�da FOUR EACH NE �AM OF PRE WAN PIPE LDIE NTOLffCIING SPE TABU IF PIPE YAYJYU4 to e,, s•-D• 10 F•-O• PnfEAST CO4CREIE FOR MAIN MAIN PIPE 01TH 45" TO 90" DEFLECTIONS TABLE 1 MAXNIN YNN ME NWETER B D) N N" 01 .5' OEFR£GDdI AEi Ei G& ViewI 5 w 27 2 e a2 9 3 0 36 n eo a s NtERSECDtIo PIPE to VMS MNAWY INIERSECTNG MAGIC 61 DECREES FOR VARIOUS MAN PIPE 0 %as N HONES (N01ES) b 10 tT NV 1' C 30' r 4 ' 6 AO a1 45 4B 51 54 57 61• 63 67 78 10 12 14 47 a0 AS 05 59 62 65 a 70 50 ss 57 56 50 62 6G 52 65 ea 6s _ 65 e8 71 >4 ae 60 71 74 77 83 a6 71 14 T2 eo Ba - �, 83 15 to ) 85 83 21 24 61 - 27 30 - A TABLE 4 MRONY wdE AND NIERSFCNTO WE 0 SMS FOR r-0. MA MANHOLE NOTES TO SPECIFIER: NdAT tARCSR YANNOLi BliB'RIVAL at USdA. D ZORT �S' 16. TBA INITR3dCTIONAIPP6 GRIT IRiCN6Vdfl 3 ORSITS//E� R6TESdN YNN dND NT MR. D PlPd9 ALOYD rN! YANA0IE tNSIDi S. PIPi CALL THICANSSS 11980 A/ TABLES i TO 6 ARL' RA860 ON RCP. TINS GraRLY SNDA7EHR MAY CALCUTATS 10 SSi IF THIMNER TALL PIPES CAN ANIff TICS SEPARATATN CAITSAIA MR ANCLes SAMUAU R TRLV mg rates ALIBI. ~ RudNs "INO BUOYS uRehrr"AIDE,AIDED ON IATER AT GROUND SURFACE AND A SAFETY FACTOR OF 1.80. E A SPA= ASSIGN 14 ASIMORAID Ir IMNAVIS ID Is C =R THAN R FT: NIEXSECNO PPE 0 SEES MMUM IHIERSECRIG ANGLE W DEGREM FOR VAPoOUS MAN PINE 0 VMS W MOIEA (NOTES) ip' 12' 1S 1' r JO' 4 ' A u >D 3B J2 4 .7 4B• 51 54 57 50 65 71 iG ab 40 43 4a 4e eG a3 aP e1 e> n Yx IS 1 46 48 el 03 e6 _aa AA 6t ea ' 70 74 - a 50 a8 a3 xi Ad 65 eb e0 50 61 0] 80 >0 at 0] Go A3 >2 >a 64 6e 6S T >e at as 72 7a is 21 e0 74 aJ 71 n SO 24 22 74 79 85 >G 84 Po ]0 3 Do as 43 - TABLE 2 UI.I ANG .IFlgP. WGF N ..a . V-D• d1 YANN EF NIERSECMG PIPE 0 STIES MROYW NIERMCTLNG :HOE 01 DECREES FOX VARIOUS YNN WE 0 VUS N N405 (NOES) a 10' R' it E' ]1' r 30• w a 49 50 Sa 01 at 66 as 73 >7 a1 as 10 12 J 6T A'. 64 60 T 76 79 84 80 Al _e_ 65 7 ]b 73"' 7e 7B BJ is 70 el as 00 W AS 07 90 W 58 is us - - 9D - _ 21 24 9 TABLE 5 N EC0IO PIPE 0 SIZES YVOYUM INTERSECTING MIMR IN KGAo 4 FOR VARIOUS um PIPE 0 SIZES N NOTES (,HOGS) a 10' tT la' , • 21' 2r JO' 4 AV AT A 30 32 >I 30 SB 41 A3 45 AD 52 •A Al 0 74 10 13 m >5 AD 40 42 A4 el 53 Gb A3 5A 77 0 15 A0 4x 41 M As 40 53 u AO as T 90 42 . 44 - 47 ei AA 5j� 5] Ss 51 u ss 5T At 14a 03 e1 55 55 eA e2 66 26 14 ae 0A S¢ 51 a6 n 7s at E2 64 8> at 73 A a7 73 AI 21 TO n e3 72 Is es 24 'J7 74 >n 66 >e AJ w 33 82 a7 ee _ w 43 _ 4e sa 50 _ - - _ - N.T.B. SEALEDJOINT 33 RUBBER GASKET(iYPJ • NOT APPLICABLE (INTERSECTING PIPE GREATER THAN MAIN PIPE) MANHOLE 11ANITARYSEWE R F�w1WDIAnTANF�Da B, (TYP) CffY OF LA FORTE STANDARD DETAIL 5'-0' TO W-O' DIAMETER PRECAST CEMENT CONCRETE MANHOLE NOTES MORTAR N.T.S. r (NOTE?) 7rs (NOTE IDENTICAL I ON 1114e P2MM] LETTERS a qApp�,� (Gfigg TTpp ggEE COMB ENCEITSARY [42mM(NOTE nV-1418 2) ra .. AND SEALED WITH 44Y DIA APPROVED SEALANT 70 '1O —PRECAS[t78mrN ETA' CRETE y y (2)SE OPEN SASOLES PRECASTORRWD( 11IVrA m]LETTERS (4)1 [28mm]DIA B07TOMMEW >n VENT HOLES ON188k CONNECTOR(tYP) 1427MMI CIA BOLT CIRCLE 2• F TOPym ASIAN '. '....................::..::: ':::::: ' :::'. 77 9/18' 418118• 1 • [1870mm]DIA �[128rn[r1] SECTS DEPTHS FROMNOOLE GR� +ia covER BEcnoN ^I MACHINED SURFACE NOTES: PA BOX AST JORDAN, Mi. 49727 1-800.874-4100 FAX 2)I-S36-4458 DRAWN DATE SW/ 10/V/00 APPROVED GATE MAW �T AVM 41418062 CA'AL➢" NO. V 1418 REF. PRIWCT DRAWN" 41418042 tn. WT, CGVEib 160 LBS 73k8 OPEN AREA NIA 1Vd'L SPEC. VER - GRAY IRON A:TH A48 CL35 MID RATING HEAVY DUTY TRENCH SHORING — MINIMUM ` REQUIREMENTS (**) GENERAL NOTES 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS SIZE AND SPACING OF MEMBERS OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P AND Q. UPRIGHTS STRINGERS CROSS BRACESI SPACING DEPTH OF KIND OR CONDITION OF EARTH 2. THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM- — TRENCH WIDTH OF TRENCH MAXIMUM SPACING BER TRENCH SHORING SHOWN IN THE TABLE, THE ALTERNATE SYSTEM, BE MINIMUM MAXIMUM MINIMUM MAXIMUM IT A TRENCH BOX, STEEL SHEET PILING, TRENCH JACKS OR A COMBINATION DIMENSIONS SPACING DIMENSIONS SPACING _ UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 VERTICAL HORIZONTAL OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED CLOSE SHEETING OPEN SHEETING FEET FEET FEET FEET FEET PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC- TIDN THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET, FEET TYPE INCHES FEET INCHES FEET INCHES INCHES INCHES INCHES INCHES FEET FEET 3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS HARD, COMPACT 3x4 OR 2x6 6 2x6 4x4 4x6 6x6 6x8 4 6 TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO- 5 TO 10 CA) PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH. INSPEC- 3x4 OR 2x6 3 4x6 4 2x6 4x4 4x6 6x6 6x8 4 6 TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS <B) LIKELY TO CRACK THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE, (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 4x4 4x6 6x6 6x8 8x8 4 6 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH SHEETING BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH CLOSE PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND (D) HYDROSTATIC PRESSURE 3x4 OR 2x6 SHEETING 6x8 4 4x4 4x6 6x6 6x8 8x8 4 6 MAINTAINED IN A VERTICAL POSITION, 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY 3 BRACE 10 TO 15 <A> HARD, COMPACT 3x4 OR 2x6 4 4x6 4 4x4 4x6 6x6 6x8 8x8 4 6 LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE, IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE <B) LIKELY TO CRACK 3x4 OR 2x6 2 4x6 4 4x4 4x6 6x6 6x8 8x8 6 ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY) STRINGER (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6 4 4x6 6x6 6x8 8x8 8x10 4 6 6.TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SHEETING SAFELY AND EFFICIENTLY, IF NECESSARY, INSTALL DEWATERING SYSTEM CLOSE 6 TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO (D) HYDROSTATIC PRESSURE 3x6 SHEETING 8x10 4 4x6 6x6 6x8 8x8 Sx10 4 NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE 4x12 4 4x12 6x8 8x8 8x10 1Ox10 4 6 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE- SHEETING QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY UPRIGHT CLOSE MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF OVER 20 <E) ALL KINDS OF CONDITIONS 3x6 SHEETING 6x8 4 4x12 8x8 8x10 1Ox10 lOxi2 4 6 LATERAL TRAVEL PLAN 8.MEASURE 'PERMANENT TIMBER TRENCH SHORING' BY LINEAR FOOT OF 1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT TRENCH PROTECTED, PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID), REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER. WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD, 9. STRINGERS AND BRACES TO BE SECURELY FASTENED, C ) DESIGNATIDN FOR PROPOSAL (BID) PURPOSES 10. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE ( w x ) FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P, FOR LIVE LOAD SURCHARGE, IF LIVE LOAD SURCHARGE IS ANTICIPATED IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC- 2, SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR- ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE. UPRIGHT 11.TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER X MINIMUM IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN. d BENCH[GEOTECHNICAL ALLOWABLE WIDTHLOPE DETERMINED BY 12. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE BRACE ER ENGINEER AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER. STRINGER 13.TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD FOR PIPES WITH O,D, OF UP TO 48 INCHES, THE DESIGN ENGINEER SHALL 1' MIN, PROVIDE SEPARATE DESIGN FOR PIPE WITH O,D, LARGER THAN 48 INCHES, 16.SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWSt A) SOLID ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90° B) COMPACTED ANGULAR GRAVELS = 1/2 1 1 C) RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 1 X D) COMPACTED SHARP SAND = 1 1/2 1 1 p� r � PROJECTED MAXIMUM ALLOWABLE E) WELL ROUNDED LOOSE SAND = 2 i 1 STRINGER SLOPE DETERMINED BY Q GEOTECHNICAL ENGINEER 16. CLAYS, SILTS, LOAMS OR NON -HOMOGENOUS SOILS Fo o� REQUIRE SHORING AND BRACING, THE PRESENCE F5 OF GROUND WATER REQUIRES SPECIAL TREATMENT. NOTE CLAYS, SILTS, LOAMS, OR UPRIGHT NON -HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING TRENCH JAC SEE NOTE 4 UNSHORED SLOPED TRENCH TIMBER TRENCH SHORING H MAXIMUM ALLOWABLE 'V SLOPE (DETERMINED BY GEOTECHNICAL TOP OF TRENCH BOX o� UPRIGHT ENGINEER) CROSS BRACE STEEL SHEET PILING PENETRATIDN AS DETERMINED BY CONTRACTOR'S REG, op Q�QQ. PROF. ENGINEER TRENCH JACK AND STRINGER ` a CITY OF LA PORTE OWN: RS o Am PLANNING DEPT. ENGINEERING DIV. CK'D: RS of rek.I 6LA ,,•SCP�.. OR E. TEXAS, 757 APP'D: RS PENETRATION AS DETERMINED �* :' *rds T 281-471-5020; FAX: 281-470-5005 ` BY CONTRACTORS REGISTERED �.......................... PROFESSIONAL ENGINEER RODNEY LEE aLATON ......... ............... Scale: q: so2sa �r ' �.., � NONE TRENCH BOX * ALTERNATE SYSTEM +tIItSSONAUE�G.T"" C n A' \, FARRINGTON BLVD. Date: °,``. UTILITY CONFLICT RESOLUTION FEB, 2013 PILING TRENCH SAFETY SYSTEM DETAILS The seal appearing on No.: ProjeSTEEL this document was 13-6ct 13-67000001 authorized by SHEET: N T. S. RODNEY LEE SLATON . P.E. 90298, an TRENCH SAFETY DETAILS 14 oF14