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HomeMy WebLinkAbout5606-5' Co _ N QD J : t' C-0coco M + - INSTALL 255.00 L.F. 24" R.C.P o CO C.7 c�0 N440 08' 10"E co o z z 2500-D LOAD M Q 'QBMP = 8.3 CFS co M �z V,,o, = 8.3 FPS 10 11 STORM DRAIN LINE A W ■ — — A. 10+08.75 BC ` STA. 10+25.91 LINE "WQC" a I INFILTRATION TRENCH SHEET 2 19962 'QT AA' TOLL FREE -qqwnlwp� 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT HGLgMP REV. W S — 12 0 TRACT 19962 PARK LOT "A" ; HGLBMP- s INSTALL 274.33 L.F. 24" R.C.P. 2500-D LOAD QBMP = 8.3 CFS ' VMAX = 8.3 FPS 13 14 x rt C1 _ 3: X W W z z� J J PL N - OAK GROVE `f M AVENUE o = - � LO F— Q CO CO co W Direction Length M rn N00° 00'00"E 8.75 CO C.7 c�0 N440 08' 10"E �t i 11.25 C2 LCj z co V 6J co + z M �z X N CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS WAV H ~N~ cn co cn OW 15 NOTE: 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. ;9 vo Y STA. 15+A 8, U —1 3 00° 00'00"E 489.4.1' ,� /- �f C- LINE -LINE "WOX" REVISION DESCRIPTION DATE I ENGR. I CITY I DATE 0 16 PROFILE HORIZ 1"= 40' - VERT 1"= 4' PLAN 1"= 40' SCALE IN FEET 80 120 WATER QUALITY CONSTRUCTION NOTES O -- — CD 13 ST 15+41.23 LINE "WQX"n w G S A.20+ 4.75 "X" Q A 4 ° � con B C) C 1 ' co ID 4co " co T RM RAIN LINE "X" �Q Q a. W TRACT 19962 O� 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. INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013 CONSTRUCT MODIFIED MANHOLE PER PLAN AND CITY OF FONTANA STD. 3011 Line Table Line # Direction Length L1 N00° 00'00"E 8.75 L2 N440 08' 10"E 7.39 Curve Table Curve # Delta Radius Length Tangent C1 090° 00'00" 11.25 17.67 11.25 C2 045° 51'50" 22.50 18.01 ::952 160 1 BENCH MARK: # B-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 ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP. � WOMPp17-000005 PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA SS/wq F = G y t� -)3rn Ld 3 No. 36637 C r * Exp: 06-30-18 * MA D O L E 9302 PITTSBURGH AVE.,., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 E ineerin Communities for Lie FAX: 909.481.6320 TER QUALITY MANAGEMENT PLAN DRAWN BY: TS/DM TRACT 19960 �[ LINE "WOX" SCALE: AS SHOWN DESIGNED BY: DATE: C / V 1 ��Q TFCFCAL�F 1PZ- ►. DA l TS JAN. 2017 CHECKED BY: WLI APPROVED 6/8/17 DRAWING IN 5606 5 6 WENDEL L. I TSUR EXP. -30-1 CITY ENGINEER R.C.E. 51152 DATE 0 rn rn of I— C'J O M N I cD N L7J J:\126-2659\WQMP\TRACT 19960\19960-WQMP-05.dwg, 4/25/2017 4:57:45 PM, DWG To PDF.pc3