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Home My WebLink About5606-2TOP OF STRUCTURAL PVM'T. SUBGRADE INE INFILTRATI ON -WOVEN GE ER DETAILS 01 ---------------� iso • • i=i CCC �.._. _ : 1 111 --• ICC •• C C C C _ . ""'SCC: NOTE: minim THE CONTRACTOR SHALL POTHOLE PRIOR TO ANY CONSTRUCTION WORK ALL EXISTING UTILITIES OF POSSIBLE CONFLICT & THE POINTS OF CONNECTION TO VERIFY THE LOCATION AND ELEVATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS AND/OR DISCREPANCIES. �NV 1725.77 BEDDING MATERIAL SHALL MEET OR EXCEED SECTION 306-1.2.1, STD. SPECS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. LOCALLY EXCAVATED NATIVE MATERIALS MAY BE BLENDED TO THE REQUIRED SAND EQUIVALENCY OF 30 OR GREATER TYPICAL RCP TRENCH DETAIL NOT TO SCALE 33' CITRUS AVENUE 14 EXIST. SW EXIST. C&G ' EXIST. RAISED MEDIAN 12 11 10IA +-;iii PROP. MAXWELL z S6ter__ INJECTION WELL ti EXIST. WATER LINES c� 1 150' Ln z PERFORATED 96" M RETENTION. INFILTRATION CONNECTION FUTURE SCHOOL 6 j QO QO pO pO O pO pO n 18" RCP N PIPE j� 0 PIPE @ S = 0.010 10 INFILTRATION TRENCH EXIST. 15" RAA/ / �n ^n �n m 0 o o MA NLINE VCP SE ER OUTFLOW= 1.1 CFS OWATER QUALITY INFILTRATION TRENCH SCALE: 1" = 40' DETAIL B /��,F:S=CAL:F::1 " =40' LINE "WQX" SEE SHT 5 "OFF-SITE PH1" WQMP16-000018 TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION L a v PVC OVERFLOW PIPE W 0 00 (� (V Z II LO ~ Q O � J J LL LL z NOTE: CITRUS AVENUE BMP CONSTRUCTION DETAILS PER CITRUS AVENUE STORM DRAIN MPSD LINE "C" DWG NO. 5495 SHEET 4 *TORRENT RESOURCES RESPONSIBLE FOR MATERIALS AND INSTALLATION OF MAXWELL IV INJECTION WELLS SECTION A -A: TORRENT RESOURCES MAXWELL IV INJECTION WELLS C(`AI F. 1" = 10' DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CCCCCCCC III=III=�\ 3" MAX. SIZE NATIVE SOIL III=III= COMPACTED 95% 1:1 SLOPE OR FLATTER ��% OR ADEQUATE SHORING /// 90% COMPACTED 1"MAX. SIZE NATIVE BACKFILL 6" MAX. SIZE NATIVE BEDDING \� \/ COMPACTED TO 90% NOTES: = _ 1. TRENCH WIDTH SHALL BE _ , 6'A MIN. , 6" MIN. III CONTROLLED TO TOP OF PIPE ZONE. N z III 8" MAX. 8" MAX. = I I I 2. TRENCH DEPTHS OF GREATER THAN z III III = J 5' SHALL HAVE ADEQUATE SHORING. N III m 3. CLASS II AGG.BASE ALL TRENCHES a co LESS THAN 100' IN LENGTH. III = I 0 co NOTE: o HE '� z COMPACTION SHALL BE 90% IN ALL j ZONES UNLESS OTHERWISE _ d SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. STORM DRAIN PIPE - EX. 42" RCP -�j j ------- 21.49 INV --- ------- DESIGNED BY: --- CCCCCCCC CCC o �(, DA - ------- N --- = _ z NV. 18.86 - M o _cD(0SELECTED +`n I` CD cnDAIRY DAIRYQ O 1i1 1V116 ' RK LOT "A" FS OVER TRENCH - - (~ Q = z "' z INSTALL 2 L.F. 18" R.C.P. = .83 X 1750-D LOAD iii! • liiiii•CCCiii�� Il C � - - INE INFILTRATI ON -WOVEN GE ER DETAILS 01 ---------------� iso • • i=i CCC �.._. _ : 1 111 --• ICC •• C C C C _ . ""'SCC: NOTE: minim THE CONTRACTOR SHALL POTHOLE PRIOR TO ANY CONSTRUCTION WORK ALL EXISTING UTILITIES OF POSSIBLE CONFLICT & THE POINTS OF CONNECTION TO VERIFY THE LOCATION AND ELEVATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS AND/OR DISCREPANCIES. �NV 1725.77 BEDDING MATERIAL SHALL MEET OR EXCEED SECTION 306-1.2.1, STD. SPECS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. LOCALLY EXCAVATED NATIVE MATERIALS MAY BE BLENDED TO THE REQUIRED SAND EQUIVALENCY OF 30 OR GREATER TYPICAL RCP TRENCH DETAIL NOT TO SCALE 33' CITRUS AVENUE 14 EXIST. SW EXIST. C&G ' EXIST. RAISED MEDIAN 12 11 10IA +-;iii PROP. MAXWELL z S6ter__ INJECTION WELL ti EXIST. WATER LINES c� 1 150' Ln z PERFORATED 96" M RETENTION. INFILTRATION CONNECTION FUTURE SCHOOL 6 j QO QO pO pO O pO pO n 18" RCP N PIPE j� 0 PIPE @ S = 0.010 10 INFILTRATION TRENCH EXIST. 15" RAA/ / �n ^n �n m 0 o o MA NLINE VCP SE ER OUTFLOW= 1.1 CFS OWATER QUALITY INFILTRATION TRENCH SCALE: 1" = 40' DETAIL B /��,F:S=CAL:F::1 " =40' LINE "WQX" SEE SHT 5 "OFF-SITE PH1" WQMP16-000018 TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION L a v PVC OVERFLOW PIPE W 0 00 (� (V Z II LO ~ Q O � J J LL LL z NOTE: CITRUS AVENUE BMP CONSTRUCTION DETAILS PER CITRUS AVENUE STORM DRAIN MPSD LINE "C" DWG NO. 5495 SHEET 4 *TORRENT RESOURCES RESPONSIBLE FOR MATERIALS AND INSTALLATION OF MAXWELL IV INJECTION WELLS SECTION A -A: TORRENT RESOURCES MAXWELL IV INJECTION WELLS C(`AI F. 1" = 10' DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CCCCCCCC CCC EX. 42" RCP -�j j ------- 21.49 INV --- ------- DESIGNED BY: --- CCCCCCCC CCC o �(, DA - ------- N --- = _ z NV. 18.86 - M 6) _____ N Z - (~ Q = z "' z INSTALL 2 L.F. 18" R.C.P. = .83 X 1750-D LOAD iii! • liiiii•CCCiii�� Il C � - 11 � • 1 • �L •. TOP OF ROCK EL. = 22.49 2500-D LOAD 1720 ----- ---------------------- '----- ---0 1 &3 Fd I W11111; ---------------- ----- IIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIN ------------------ iC====_ 82.0 LF OF •• SRPE - PROFIL - - ORIZ 1"= 40' VERT 1"= 4' DETAIL A 10 PLAN 1"= 40' NOTE: CITRUS AVENUE BMP CONSTRUCTION DETAILS PER CITRUS AVENUE STORM DRAIN MPSD LINE "C" DWG NO. 5495 SHEET 4 MAXWELL IV INJECTION WELL Q EXIST. SW --- _- - -�- — —� - XISTC& TEXIST. 16" WAT�EX ---3-" WAT-_----EXIST_10" WAT�------- - X _ - - PERFORATED SRPE PIPE 18" RCP ONTECH HS72 CLARIFIER m EXIST. 15" VCP SEWER b SSRIS S XIST S _ — — CITRUS AVE CL — EXIST 25" WAT PROP. DIV�SION MH �� EXIST. 42" SD �- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - " _ Q . — � 2.86% 18 r�, 2.98`0 rc�9 2.72% Tc� 2.88% �c 9 2.86% Tc� EXIST. C&G �- — _ PROP. 42" SD PROP. LOW FLOW CATCH BASIN - - 2=:�>pSC=AL=El�-::_=_4C_ WATER QUALITY CONSTRUCTION NOTES ( INSTALL 18" HDPE STORM DRAIN O6 CONSTRUCT WATER QUALITY INFILTRATION TRENCH PER DETAILS SHEET 2 BENCH MARK: # 6.7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: r�M A D O L E EX. 42" RCP -�j j DRAWN BY: 21.49 INV STA. 10+43.50 = DESIGNED BY: 0 O+ M NV. 20.81 TS o �(, DA - WENDE L L. IWATSU U EXP. 30-181 N STA. 10+50.50 = _ z NV. 18.86 - M 6) N Z - (~ Q = z "' z INSTALL 2 L.F. 18" R.C.P. = .83 X 1750-D LOAD 2500-D LOAD 1720 ----- ---------------------- '----- ---0 1 &3 Fd I W11111; ---------------- ----- IIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIN ------------------ iC====_ 82.0 LF OF •• SRPE - PROFIL - - ORIZ 1"= 40' VERT 1"= 4' DETAIL A 10 PLAN 1"= 40' NOTE: CITRUS AVENUE BMP CONSTRUCTION DETAILS PER CITRUS AVENUE STORM DRAIN MPSD LINE "C" DWG NO. 5495 SHEET 4 MAXWELL IV INJECTION WELL Q EXIST. SW --- _- - -�- — —� - XISTC& TEXIST. 16" WAT�EX ---3-" WAT-_----EXIST_10" WAT�------- - X _ - - PERFORATED SRPE PIPE 18" RCP ONTECH HS72 CLARIFIER m EXIST. 15" VCP SEWER b SSRIS S XIST S _ — — CITRUS AVE CL — EXIST 25" WAT PROP. DIV�SION MH �� EXIST. 42" SD �- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - " _ Q . — � 2.86% 18 r�, 2.98`0 rc�9 2.72% Tc� 2.88% �c 9 2.86% Tc� EXIST. C&G �- — _ PROP. 42" SD PROP. LOW FLOW CATCH BASIN - - 2=:�>pSC=AL=El�-::_=_4C_ WATER QUALITY CONSTRUCTION NOTES ( INSTALL 18" HDPE STORM DRAIN O6 CONSTRUCT WATER QUALITY INFILTRATION TRENCH PER DETAILS SHEET 2 BENCH MARK: # 6.7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: r�M A D O L E 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: RANCHO CUCAMONGA, CA. 91730 PHONE 909.481.6322 TS / DM DESIGNED BY: ng' eering Communities for Life FAX 909.481.6320 TS eVV4 �(, DA CHECKED BY: WLI WENDE L L. IWATSU U EXP. 30-181 DETAIL WOMP17-000005 CITY OF FONTANA, CALIFORNIA WATER QUALITY MANAGEMENT PLAN TRACT 19960 SCALE: AS SHOWN CITRUS AVENUE AND PARK DATE: JAN. 2017 APPROV_ ED DRAWING NO. 6/8/17 CITY 5606 2 CITY ENGINEER R.C.E. 51152 DATE 6 J:\126-2659\WQMP\TRACT 19960\19960-WQMP-02.dwg, 4/25/2017 4:48:32 PM, DWG To PDF.pc3