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HomeMy WebLinkAbout8" SAN SEWER EXT TO SERVE SHOWER STALLS AT LOMAX ARENA9 w iz Iz N 1 �w fO 3i I Z 0 a ¢ a _ IZ g �� i Xm 1 W a g `LU a ¢ �(1) m City of La Porte, Texas Planning Department kIDINC, ARENA SHOWER T SAN ITA(ZY SEWER EXTENSI CLP Project No. 2003am-.*7102 LLS C]�l 01"'ULLL LLLLLLLLLLLLLLLLLLL ILL LLL tLLLL LLLLLL ' LLLLL LLLLLL LLLLLLLL LULL LLL LLLLLL LI.�LLLLLLL LLLLLLL I LLLLLL LLLLLLLLLLLL ' L LLLLLLLIL LL LLL LLLLLLLLLLLLLL 3(� LLLLLLLLLLLLLL LULL LLLLLLLLLLLLL LL , LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL L L LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL �1 LLLLLLLLLLLLLLLLLLLLLL LLLLLLL IL LLLLLLLLL LL LLLLLLLLL ILLLLLLLLLL LLLLLLLLLLLLLLLLLLL LLLLL LLL LLLLIL LLLLLLLLLLLLLLLLLLL LLULL LLLLLLLLL LLLLLLLLLLLLILILL L LL LLULL LLLLLLLL LLLLLLLLLLLLLLLLLL IL LLLULL L I L t LL LLLLLLLL LL LULL LLLLL LLL L LI LLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLL LLLLLLLLL LLLLLLLIL L LLL - Lt LLLLLLLLLLLLLLLLLLL L L L LLLLLLLLLLt LLLLL LLLLLLLLLLLLLLLL LLLLLLLLLLLLLL - ---------------------- LLLLLLLLt U TEXAS MAYOR Norman Malone COUNCIL Michael Mosteit Charlic Young Chuck Engelken Bruce Meismer LOCATION MAP Not to Scale Howard Ebow Peter Grift <ths dames Warren Barry Beasley APPROVED BY: CITY MANAGER Debra Feazelle ii N.T.S. GALVESTON BAY SHEET INDEX PLANNING DIRECTOR 0 w w N O_ 0 0 N i 0 0 0 W / o DATE: to - �� - Q 3 0- U 2003-7102 SHEET I OF 4 s EXIST. S.S. MH 117A LOMAX SCHOOL ROAD (ASPHALT) I i G G G G G G G G G G G G G G—� 3 Y Z I Y z m F m O 0 O a E.41 of ( a o I • RCP o � BLDG ELEC. (?TALLOW7- TALLO 10 TAL ``../TAL W 8" LOW 24" RCP 6.;LIVECJ�D a TA OW 8" TALL W ' ° DRINKING FOUNTAIN 8" TALL LP 8" TALLOr� o T O I°_ 0 15" RCP / O O 0 EXIST. BALL FIELD 8' CRAPEMYRTLE 0 PARKING I 10" TALLOWti� ;> EXIST O ASPHALT PAVEMENT I j~`1 • >" SCOREBOARD II I IIIIII j1I I _ PROP. 10" PECAN TREE TPROP. 13 LF @20.03 F 8" SDR35@4%P 18" RCP ° ROP. 220 LF S8„ DR35@0.44% BLDG. II I 10 TALLOW :. ° 18" RCP :`- '. II GATE,-. ARENA COVER II i — EXIST. S.S.— II 12" RCP PROP. 19 LF MH 121 o 0 o PROPOSED PROPOSED PROPOSED I I I o FIRE WATER RISER FIRE WATER RISER FIRE WATER RISER $° SDR35@0.44% I I I NOTES: I I (o I 1. BRASS VACUUM BREAKER ON ALL HOSE BIBS 15" RCP PER PLUMBING CODE. EXIST. SHOWER STALLS 2. BOLT FIRE WATER RISER TO ARENA j CONCRETE WALL. w GATE ASPHALT DRIVE o 0 a � X Z a w ui .:.:...:.:.:. COVERED RIDING ARENA a ..........'.'..'...'.' ' 6,. LIOWEE > DETENTION POND'-'- ° .............. - .- ..... O 6 .HACKBERRY TREE .......... .. 19", WI OW 3 ELEC. ARENA COVER RCP RC RCP o o o-a X J i EXIST. 24 L.F. N ° ° OF 24" R.C.P. a I — ! WATER TOWER D_ Ld w I— r• L z Lx "i SCALE: 1 "=40' CITY OF LA PORTE 604 W. FAIRMONT PKWY. LA PORTE. TEXAS PLANNING�� DEPARTMENT DIVISION SITE PLAN SHOWER STALLS SANITARY SEWER rLINE DRAWN: J.R. CHECKED: B.S. rn APPROVED:[ R.C. N +, N REVISIONS o NO. REVISION / ISSUE DATE ORIGINAL ISSUE 01/03 O O N O O O U) U Lu 0 0_ a- PROJECT: - 2003-7102 SHEET: 2 of 4 DATE: 01/o3 U SCALE: 1 �� = 40' ■� z N J Z a s QO U >?=s W z t �w W �m W o N aW w �¢ ll� I Nab ( opZ J Q v I � Nf/)M22 _ II • d - .. PROP. 19 lF 8" SDR35 PIPE 8" X 12" CYNDER BLOCKS. � h EXIST. •. e a CONCRETE 56� W W FLOOR `.�. z d •, • ,,. . FINISHED FLOOR EL = 25.64 I. Q ;,. EXIST. CHAIN -LINK FENCE U .'! .• , � PROP. GRATE INLET - NOTE: .. - t BRASS VACUUM BREAKER ON ALL HOSE BIBS PER PLUMBING CODE. W CITY OF. LA PO RTE OF L ,o 0 0 m , TEXAS` 604 W. FAIRMONT PKWY. LA PORTE. TEXAS PLANNING ENGINEERING -DIVISION . RIDING ARENA SHOWER STALLS , i SANITARY SEWER.' DETAIL, DRAWN: J.R. CHECKED: B.S. APPROVED: R.C. rn N 4- (1) r REVISIONS jNO. REVISION / IS'SUE DATE a ORIGINAL ISSUE 01/03 r� i O O N O O O PROJECT: SHEET: W 2003_7102 O EL DATE: 01/03 3 of 41 c� SCALE: 1 30' z z N m m ,yj In 3� mE5 im z 5 z � � o� a s' w z U) z JZ H U) wa¢ _ m z B Q ' LLI z z W �- a > W �n L w C/) W o --.. Z W d Z y � n�a M Z J Z U . i SEC OF COVER i THRU 1/2"x 2-112' RECESS f. BELL ON - BELL ON .... ..... 1p,B & S PIPE 7/2"x 2-I/2"RECESS W SEE DETAIL 314" HOLES •'t' n AND ilGli DS/NC L%NES 1 Li?DE. B B. 32 COVER WITH FRAME - "� ; _ GROOVES 3/76' DlA. x 3/32"DEEP P _ _ APPROX. 314" TO I" SPACES max Min l" C'LA•S.SAA Afbc l" •L,q MCA 1118 76815(1 1 rB �-27l4 3/16 1f13/ 71 3/16 21li _ "A" CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP T O FLOW L LINE OF PIPE ORABOVE= MINIMUM DEP7715". ..----. "B"CEMENT STABILIZED SAND, TT/OROUGIlLYRODDED,PLACEDAFTER -•- 3� CLASSB PIPEISLAID. :; "C" EAR771 FILL PLACED SAME DAYAS PIPE IS LAID. 3141 "D" EARTTi FILL PLACED NE%T DAY (OR LA7ER AFTER PIPE 1—I : 4 BARS BOTH WAYS �fl AT12"C,C B PLAN IS LAID. 2714 rsue—i,._.lsas 3ia� STANDARD CAST IRON MANHOLE r r r I—■ IBM"r N07E:•CLASSABEDDING USED ONALLSEWERS I5"1AND LARGER UNLESS �•- ,�7�,� �! f63! FRAME &COVER 07HERWISESPECIFIED- , .23I12° COVER WITHh*RCl[Y1L-r HALF SECTION HALFSECTION - -- _ - N.T.S. 32" MANHOLE COVER 23.5" MANHOLE COVER COLDJOINT COMPOUND WITH FRAME WITH FRAME 5-12CENTERING LUGS 4 - 12"CENTERING LUGS CONC CAP PRIMER r: FOR 32" COVER FOR 23-I12" COVER PRUMER BEDDINGS FOR PIPE SEWERS NnrF- d N.T.S. MATERIAL: CAST IRONA.ST"M. A-8 OAKUM PRIMER PRIMER CLASS NO.20 BELL AND SPIGOT T'ONGUEAND GROOVE STANDARD MANHOLE �IRREVERSMX YE FRAME &COVER a DETAIL OF PIPE JOINTS TEE N.T.S. GRADE v CLASS "B" CONC ---CAST IRON FRAME -,,,,, �.---CAST IRON FRAME - AND COVER AND COVER 0 a. RISER SECTION RISER SECTION SAMPLE WELL DETAIL RCP PIPE RCP PIPE f ISOL11 '. 90"BEND SECTION B - B s DROP MANHOLE 6" PVC JOINT SEALED W/ JOINT SEALED W/ N.T.S. CLEAN OUT CAR NONSHRINK GROUT NONSHRINK GROUT - - SAMPLE WELL 4' SCH 40 PVC CUSTOMER SLEVE CTYPJ GROUND LEVEL BUILDINLi BELL REDUCER ON 6" PVC PIPE i CITY SEWER OUT -FLOW SIDE MAIN I 6" PVC TEE O OUTLET 7 INLET FROM .�i I - "SEWER INTERCEPTOR - + < CONCRETE BASE ' - (OPTIONAL)( ) BUSHING ON FRONT VIEW SIDE VIEW I INLET SIDE 1 GREASE TRAP DR - N.T.S. N.T.S. 6" CUSTOMER PRE-TREATMENT FACILITY (IF ' INLET SERVICE LINE APPLICABLE) NU—�! ! 1. SAMPLING WELL MUST BE INSTALLED UNDER A SEPARATE PLUMBING PERMIT, 1 r. i ji . 2. USE 15' T&G R.C.P; FOR INSTALLATION FOR -INSTALLATION 5'-0' DEEP AND LESS. 3. USE 24'„ T&G R.C.P.- FOR•, INSTALLATION, GREATER THAN 6'-0' DEER rolsilc ?. NOTE: ! ° x a` CSTD, RING AND M.H. COVER REQUIRED>, 4. SAMPLING WELL MUST BESET I 3 2 r%a MAKE SURE SAMPLE WELL IS INSTALLED BETWEEN GREASE TRAP OR P -• N A CIRCULAR ❑R SQUARE CONCRETE PAD ( RE TREATMENT FACILITY) AND SEWER LINE TO CITY. (1'-0' GREATER THAN OUTSIDE' DIAMETER OF PIPE) nnwweo suarncE 5 INSIDE INSTALLATION NOT PERMITED WHERE A -MINIMUM 15" SAMPLE WELL STANDARD FOR INDUSTRIAL FACILITIES HAVI OUTSIDE INSTALLATION IS HAVING SERVICE LINE 6 OR LESS. POSSIBLE hOWEVER; ANY SERVICE LINE THAT IS 6' (FT.) IN DEPTH WOULD BE REQUIRED TO HAVE A 24" SAMPLE 6. INSTALLATION INSIDE BUILDING MUST BE POURED IN PLACE (15'MIN). WELL. NO CONCRETE PIPE IS PERMITTED, ❑UTLET THIS DETAIL AS A MINIMUM SHOULD APPLY TO THE FOLLOWING TYPES OF COMMERCIAL FACILITIES: (AIR -TIGHT COVER REQUIRED) I--zo7/ls-� OFFICES 7. LAWN INSTALLATION MUST, BE 4' ABOVE FINISHED GRADE. PLAN VIEW . COMMERCI 8. DRIVE AL RETAIL E AND SIDEWALK INSTALLATION MUST BE BROUGHT TO FINISHED ' GRADE. nacxweosuarna�a N.T.S. . MEDICAL FACILITIES � ! 9, TO BE INSTALLED ON PRIVATE PROPERTY IN AN ACCESSIBLE LOCATIN TO CITY --�� PAVEMENT - CONVENIENCE STORES PERSONNEL.; nn[nsneosuavnce �r SPECIFICATONSIN I / THE FOLLOWING TYPES OF FACILITIES WOULD APPLY TO THESE NEW STANDARDS. 1. CONCRETE, CLASS i CONCRETE OF DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. UNIT IS OF MONOLITHIC 1 �20.3 .RUCKWFINISHING SHES,INCLUDIRES CONSTRUCTION AT FLOOR AND STAGE, OF WALL WITH SECTIONAL RISER T❑ REQUIRED DEPTH. 116* .TRUCK WASHES, INCLUDING THE EXTERIOR WASHING j �233ns-1 2. C.I. CASTINGS, ,CAST IRON FRAMES AND GRATES ARE MANUFACTURED OF GREY CAST IRON CONFORMING To SUBGRADE COMMERICAL CAR WASHES ! ASTM A48-78 CLASS 3D, HEAVY-DUTY%AASHT❑ H-20 .RESTAURANTS .CHEMICAL LABORATORIES .BAKERIES SAMPLE WELL BASIN SAMPLE WELL COVER i. NTS NTS. a UNDER PAVEMENT NOT UNDER PAVEMENT NC h 32"DI4. STANDARD MANHOLE FRAME AND COVER SEE ! - • _ COH STANDARD DETAIL CEMENT - r„ p _- - :. : - CEMENT STABILIZE EARI7i MORTAR (NOTE 7) - -' - _.. SAND BACKFlLL — BACKF . - •ILL (NOTES) - '+__�' _=-i_?M .p IDENTICAL v"MAx N W FL srrnoN BELL ON 6" MI . y Z 6"�- i 3 h B&S PIPE _ p p U z p F W ti BELL O y n� BELL O u� ADJUST MENT'R/NGSTO BE .' Ir,urN - B & S PIPE - ti q B & S PIPE CNO7 I AS NECESSARY ! w Z 2 W M AND SEALED WITT! :.- o APPROVED SEALANT ::. ,1� _ :-- PRECAST CONC • - ( • W W BASE SECI70N RCTE I -• ---•••-•-------- PREGSTOR PREMLY `i ' :_ -- ..--- _ :zx::: _ M/N. MIN. MlN. MIN. ------ - e CONCRL•IE INVERT; -- ••T .r: :r:. ' • CONN NT UNDER STREET OR DRIVEWAYPAVE'MENT N07' UNDER ST REET OR DRIVEWAYPAVEMENT CONNECTO (TYP.) I"MIN 4"MIN. ONNEC7OR(TYH) 4 dRE z-o^Miry .._- ..- - NOTES. ' c I "IFT MIN SLOPE A - CEMENT STABILIZED SAND BEDDING PLACED BEFORE (m) L "CEMENT'STABILIZED SAND" FOR BEDDING OR BACKFILL SHALL BE COMPACTED INACCORDANCE _ - j o •' r. PIPEISLAID UP TO FLOW LINE OFPIPE• OR ABOVE fr " B - CEMENT STABILIZED SAND BEDDING, 7NOROUGHLYRODDED, W1771 SEC77ON 02221 AND SHALL MEET THE REQUIREMENTS OF SECTION 0Z229 OF THE SPECIFICATIONS. -'''="•:`�- 'FOUNDATION PLAN •PLACEDILLPLTER PLAIPECED SAME 2. EARTHBACKFILL"SHALL BECOMPACTEDINACCORDANCEW177iAND SIIALLMEET THE REQUIREMENTS 6- i ,. : C- EARIHFILLPLACEDSAMEDAY SPIPE IS LAID. OFSECTION 02221OF771ESPECIFICATIONS-...-...--_ -__-__ t D- EARTH FILL PLACED NE•XTDAY OR LATER) AFTER _:::•: __i__i_"r_'_:i: _______........................._ •--------..._.._- T ,.: ., PIPE IS LAID. " " 4'-O'�DIAPRE i;.(?- CEMGNTS7ABILlZEDSAND COMPACTED T095%' 3.6INCHES OT CEMENTSTABIL/ZEDSAND BEDDING SHALL BE PLACED IN THE BOTrOMOFTHE TRENCH CAST CONCRETE 1 ' i STANDARD PROCTOR DENSITY. BEFORE LAY/NG 77iL PIPE AND MAKING UP 7HL• JOIN7S. PROVIDE 0"BASE �! ' MANHOLE ' ? C•CTT N A .i EXTENSIONFORALL f� i i NTS) DEPTHS � r•p•R/O/�MrVEM�AqNxoLE , "A A" BEDDING BEDDING FOR SANITARY SEWERS FOUNDAI'10 MAI ER)ALAS PER GIiEA7'ER 7'FLiN 15 FT. ' ,~ coe sTANDAnrJ SPEclFicArloN SANITARYLINE BEDDING & N.T.S. BACKFILL DETAIL a. s ,• :. •,. rl ` y ST. 2. FRAME 1 1 1 SECTION/ A - A \ SHALLOW SAN. SWR. MANHOLE N.T.S. NOTES L GROUTING Or MANHOLESIRUCTUREANNULAR SPACE WILL BE PERMITTED IN CASES WHERE INSUFFICENT WORK SPACE EXISTS FOR PLACEMENTAND COMPACT 47ION OFCEMENT STABILIZED SAND. PER COH STANDARD SPECIFIC4770N FOR TUNNEL GROUT. 2, THISDE7AILALSOAPPLIESTOBACKFILL Or SHAFTS WITHOUTSTRUCTURES 3. ARRANGEPIPEJOINTSASSHOWN WHEN USING RIGID CONNECTION TO CAST IN PLACE MANHOLE BASE. 4. NEED COAL -TAR EPDXYCOATING ON INSIDE OFMANH OLE SYMME77UCAL ABOUT W HALF SECTION UNDER MENI NATURALGROUND NATURAL GROUND .- _-` .: -•� RANDOM BACKFILL IN TRENCH ZONE PER SPECIFICA7IONS m •Y ^ COAL -TAR COAT _ (SEE NO7E 4) ,•: : • •-.•' �S7 • -.r r W SEE NOTE 3 gum TYPICAL CROSS SECTION N.T-S. n CITY OF LA PORTS OF ,o 0 rrl . TEx As. 604 W. FAIRMONT PKWY. LA PORTE. TEXAS PLANNING DEPARTMENT ENGINEERING DIVISION SEWER DETAILS DRAWN BY: J.R. CHECKED BY: _ B.S. APPROVED BY: C.M. REVISIONS NO. REVISION / ISSUE DATE 0 ORIGINAL ISSUE 2103 PROJECT: ECT: SHE 2003-7102 DATE: 02/06/03 4 of 4` SCALE: k N.T.S. , �m�anm®mmmm®�©mm� �1i■■■C!s!ESc°BQQSCll�E