The URL can be used to link to this page

Home My WebLink About5744-3|ABLE 1.RECOMMENDED M|N|KXUMTRENCHVViDT!�,�, _ MIN. COVER TO RIGID PAVEMENT 4^FOR 12^-24^P|P w^�nn �o��n^p/p " ~~ PIP � NOTES: | MIN TRENCHVV|UTh | �=- (SEETABLE) ~~� MIN. COVER TO �X|BLEPAVEMENT, H AL [IAL �KF|LL UNCH OQ|N8 /rxn/F- 1 ALL PIPE SYSTEMS SHALL BE INSTALL-ED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION, WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE.SOIL CLASSIFICATIONS ARE PER THE LATEST VERSION OFASTMD2321 CLASS |VBMATERIALS (MH.CH) ASDEFINED |NPREVIOUS VERSIONS OF ASTMD2321ARE NOT APPROPRIATE BACKF|LLMATERIALS. 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL. WHEN REQUIRED. 3. WHERE THE TRENCH BOTTOM IS UNST ABLE. THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4, SUITABLE MAT ERIAL SHALL BE CLASS 1, 11, 111, OR IV. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR SMATERIAL PECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BYTHE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE4''(1OOmm)FOR 12''-24''(3OOmm-600mm)DIAMETER PIPE: G^(150mm)FOR 38''-OO^(750rnm'150Omm) DIAMETER PIPE. THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED, PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICUL T TO PLACE AND COMPACT� USE ONLY WITH THE APPROVAL OF ASOIL EXPERT. 5. SUITABLE MATERIAL SHALL BE CLASS 1, 11, 111, OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF I HE PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER- MATERIAL SHALL BEINSTALLED ASREQUIRED {N ASTMD2321.LATEST EDITION. COMPACTION SHALL BESPECIFIED BYTHE ENGINEER |N ACCORDANCE VV|THTABLE 3FOR THE APPLICABLE FILL HEIGHTS LISTED, PLEASE NOTE, CLASS K/MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT: USE ONLY WITH THE APPROVAL OF A SOIL EXPERT. G. MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300nim) FROM THE TOP OF PIPE T0GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TOPREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, CLASS I OR 11 MATERIAL COMPACTED TO 85% SPID AND CLASS III COMPACTED TO 90% SPD IS REQUIRED. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H. |S1Z'(30Omm)UPT048^(1200mm)DIAMETER PIPE AND 24^(6U0mm)OF COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT ORTOTOP QFRIGID PAVEMENT. 7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.84 �zomADS. INC. ADVANCED DRAINAGE SYSTEMS INC. ("ADS") HAS PREPARED THIS DETAIL BASED omINFORMATION PROVIDED TOADS THIS DRAWING |G INTENDED TO DEPICT THE COMPONENTS AS REQUESTED ADS HAS NOT PERFORMED ANY ENGINEERING ORDESIGN SERVICES FOR THIS PROJECT NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. T*eINSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR To CnmsrRuoTmw. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR ExCeeonT1e APPLICABLE NATIONAL, STATE, OR LOCAL. REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HFPFIN, ARE A(-(FPTAal.F FOR THIS DIG�LtRT =DIAL TWO WORKING BEFORE DAYS BEFORE YOU IC YOU DIG YOU DIG f A PUBLIC SERVICE BY BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VALLEY BOULEVARD BEING NORTH 89' 43' 59~ EAST ON PARCEL MAP 19511. P.M.B� 243/64-55 s ncv PIPE DIAM. MIN. TRENCH WIDTH TABLE 2. MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS SURFACE LIVE LOADING CONDITION H-25 HE Y CONSTRUCTION VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER TARI F 3 MAXIMUM COVER FOR ADS HP STORM PIPE, ft P|PEOiA 12" (300mm) 15^ 18^ 601, CLASS I CLASS 11 CLASS III CLASS IV FILL HEIGHT TABLE GENERATED USING AASHT0SECTION 12.LOAD RESISTANCE FACTOR DESIGN (LRFD)PROCEDURE WITH THE FC}LL( ASSUMPTIONS: NDHYDROSTATIC PRESSURE UNIT WEIGHT (]FSOIL (ys)=12OPCF REV DRAWING NAME OR NUMBER TJR 1 01/28/16 TRENCH INSTALLATION I DETAIL (HP STORM) I DRAWING NUMBER: ST D-101D TRENCH INSTALLATION DETAIL IWOT TO SCALE AENCHMI/\RK: THE BENCHMARK FOR THIS CITY OF FONTANA BENCHMARK NO, 322 NGVD29. ELEVATION =11O4.48' CHISELED "X" IN THE EAST END OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF CITRUS AVE. AND HUNTER STREET RM 4640TRusmxwoLvo mu/xnoow/o*onzs ADVANCED DRAINAGE SYSTEMS. U, REVISION DESCR|PllON VERTICAL BARS: CUT & BEND BACK #3 @ 15^ O.C. AT BREAKOUT LIMIT .4" 3" R �0. - � -6�^D-~ 6" | / BACK NEW #3 @ 15" O.C. —tLONGITUDINAL BARS: #3 @ 15" O.C. PREPARED UNDER THE oupc*wSIom OF: JOHNNY MURAO flU- CONC. TO JOIN EXIST, CHANNEL EXIST. CHANNEL TO BE REMOVED IN THE BREAKOUT LIMIT z _ LONGITUDINAL BARS: " VERTICAL BARS: CUT8c LONGITUDINAL B @ 15 O.C. CUT & ^ ^ ''' ' BEND BACK --/// � `--�R��L BARS: #3��15"O.06 LONGITUDINAL �A��'' T `` " CUT & BEND BACK " LONGITUDINAL BARS #3 @ 15^ O.C. CUT & BEND BACK 3" VERTICAL BARS: — CUT & BEND PIPE TO CHANNEL CONNECTION NOTTO SCALE NOTES: ALL CONCRETE TO BE 4,000 PSI AND CONFORM TO SECTION 90 OF THE LATEST CALTRANS STANDARD SPECIFICATIONS. 67512 6-30-19 it)~15-lb exPmcs oArs EL PC 18-000015 CALTRANS PERMIT No: 08-18-0—DD-0403 CITY OF FONTANA, CALIFORNIA ��D �� \��U�\UYYU L��U-��UU`Q UU�7UL�'Lr�V�/YyU��UYYUU�.UTJ U ��AW DRAWN BY: SCALE: R. P. STORM DRAIN DETAILS AS SHOWN DESIGNED BY: DATE: