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HomeMy WebLinkAbout5613-2Q=11 1103 Q100= 293 C.F.S V=10.4 F.P.S. 52 53 OAK GROVE AVENUE I(RiTfly-t71nI Q1 C, -r W + ' IM 2 N U) 75 !7a r F_4 F.P.S. SEE SHEET 4 CLEMENTINE AVENUE Uij 72" SEE SHEET 4 BLUBERRY AVENUE 270 i _m OVER PROP. 8" WATER lel 57 SOUTH RNV MONT WAY IA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT n DDE 0"W i0"E 0"W i0"E i0"E 0"W itOE Curve Table Curve # Delta Radius Length Tangent C1 060-51-20- 45.00 47.80 26.43 C2 042-31-10- 45.00 33.40 17.51 REVISION DESCRIPTION LINE "C" 6100= 260 C.F.S I V=9.2 F.P.S. -f' CD cli SEE SHEET 5 WINTERCRESS AVENUE LANTANA STREET DATE I ENGR I CITY I DATE REVISE STORM DRAIN AND CATCH BASIN (SHTS. 2 & 3) 14/13/17 1 WLI I RS 17/31/1 Wc q 2N Cn Ute, 5=0.0216 Q100= 250 C.F.S V=12.7 F.P.S. 1 ^,100= 238 ,_.)G rZ0 F.P.S. Q100= 238 C.F r.P.S. 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. SEE SHEET 5 GRASSLAND AVENUE O M O O w M + wm:r co (q Q w w U) cl) BENCH MARK: #8-7 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 DM 1 EH OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' DESIGNED BY: PREPARED UNDER THE SUPERVISION OF: gilreeri CommunfH"a for L- FAX: 909.981.6320 WLI 4� F�FCAL�F� "VL DATE CHECKED BY: WENDE L L. I A SUR EXP. 0.1 WLI PROFILE FVERRT III � Mi 0 i • . . . . . . . . . 1"= 4' 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. SEE SHEET 5 GRASSLAND AVENUE O M O O w M + wm:r co (q Q w w U) cl) BENCH MARK: #8-7 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 DM 1 EH OF BEARINGS FOR THIS MAP. ELEVATION: 1739.006' DESIGNED BY: PREPARED UNDER THE SUPERVISION OF: "sic ■O MADOLE DRAWN BY: G $ 9302 PIITSBUP,GH AVE., SURE 230 No.36637 c m RANCHO CUCAMONGA, CA 97730 DM 1 EH PHONE: 909AB1.6322 DESIGNED BY: Exp: 06-30-1 S it gilreeri CommunfH"a for L- FAX: 909.981.6320 WLI 4� F�FCAL�F� "VL DATE CHECKED BY: WENDE L L. I A SUR EXP. 0.1 WLI SCALE IN FEET 80 1 *r 1 O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) O INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE) ® INSTALL 60" RCP STORM DRAIN (D -LOAD PER PROFILE) O INSTALL 66" RCP STORM DRAIN (D -LOAD PER PROFILE) © INSTALL 72" RCP STORM DRAIN (D -LOAD PER PROFILE) O7 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012 ® CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004. 0 REMOVE EXISTING PIPE CLOSURE. 10 CONSTRUCT PIPE CLOSURE WYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY FLOOCONTROL DISTRICT STD. PLAN 176. 11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010. 12 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026. 13 CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011. 14 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022. 15 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009. 16 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013. VIII OF FWAM, AMS CAUF iA N -TRACT STORM DRAM IMPROVEMENT PLANS TRACT NO. 1M2 SCALE: AS SHOWN LANTANA STMET DATE: LSE 'C', STA 52+1619 TO STA %W00 OCT. 2016 APPROVE DRAWING NO. /17 C CITY ENGINEER R.C.E. 51152 6/$DATE 5613 2 g V