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HomeMy WebLinkAbout4204-2c 0j M 1445 0 R :b 66 CONSTRUCT 29.20 LF OF 8* EXTRA STRENGTH VCP SEWER 11+00 12+00 13#00 14#00 15+00 10+00 11+00 12+00 13+00 MT: r__ le D(ISTING 8* VCP PER /CITY DWG. NO. 3699 86' SHEET 3 OF 3 1--431 43'— 5 11 8i 2' 05 1 0 5 2 QI 5 54 ac + 3 53 51 49 + 00 50 C) _j 00 C'4 2 C-" 3 Ej C'4 ='C7114- cr) N** + + 3 + + 3 3 31.2( 3 11*20* �u -16 7 'Y'4c' T 1 T 7ZD -T N 14. N 00'00'48" W. 149.90 W A C� CO cc J ... .. .... ........ CP LOT "C" PROPOSED 36" _E_ PIRO ER Lo STORM DRAIN P Ii _j --I I I A CITY DWG. NO. 4205# C14 100 Cc) L'o 3 A Fn 3 N + 2011 CN <D CN 4 p c\' + + 4/ �32' 3 3 I I VC2, uu'-�) I 64' 2 PROPQSD E WATER BY CCLI AVEL 0 OTHERS 0-1 WALNUT A NUE CL SAN LEANDRO IVE SEE SHEET O. 4 TAHOE WAY 1-3+17 46 00 E DIAL_ TWO WORKING BEF11RE DAYS BEFORE Y' El U D I 6_3 YO(J DIG TOLL FREE 1-600-227--'2"600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION DATE I ENGR. CITY I DATE W'/j I SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE VMIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT hIANNER, THE CITY ENGINEER A4AY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORA4ANCE WITH CONDITIONS AND STANDARDS IN EITECT 41 6 44 42 43 3 N 20 '4 12 4 4 + 3 3 0, N 6, 10+00.00 CL SAN BRUNO COURT C) LO 13+46.45 CL SAN LEANDRO DRIVE t ? 1 00#0048* W 262.60'1 j f it I 10+00.00 f'T'Y' CL MH J6 N le, 3 3 3 PROP. 8 4 4 BY OTHERS 13 40 9 36 3 SH0 Arw A DIVN�C AM 5 " I BRUN""' COURT SEE SHEET NO. 4 .1r1I'4 U BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE BEING NORTH 89#58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN MAP BOOK 304, PACE 38-44, RECORDS OF SAN BERNARDINO COUNTY. ORIGINAL BENCHMARK PREPARE© FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER YH CITRUS LLC OF BASELINE AVENUE AND SULTANA AVENUE, 10370 TRADEMARK STREET ELEVATION: 1365.01, SINCE DESTROYED RANCHO CUCAMONGA, CALIFORNIA 91730 SITE BENCHMARK (909) 291-7600 SW CORNER, SEC. 31, T,1N., R.5W., S.BM.-2" I.P. FAX (909) 297-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. EUVA770tt !I&16 4 (IN FET) I M Mc 40 FT. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fantana, California 92335 (909) 356-1815 Fax (9( 9) 6-1795 David S. Hammer, A.C.E. 43976 (expires 6/30/2007) a /0 S. 44 -P w No. 43976 rn rn 0� Exp. 6/30/07 C 1V11L QP ('A L I CONSTRUCTION N071S I CONSTRUCT 8'0 EXTRA STRENGTH VCP SEWER MAW 2 CONSTRUCT 48* PRECAST CONCRETE MANHOLE PER CITY SID. PLAN NO. 2001 3, CONSTRUCT 4* EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER CITY' STD. PLAN NO. 2005 (SEE GENERAL NOTE NO. 30) 4 BACKWATER CHECK VALVE 5 REMOVE EXISTING SEWER PLUG 6 ENCASE SEWER PER DETAIL 'A' ON SHEET I ,CITY OF FONTANA, CALtFORNlA SEWER. IMPROVEMENT PLAN DRAWN BY; SCALE. AE TRACT NO. 17884 AS NOTED DESIGNED BY: ---TAHOE WAY SAN BRUNO COURT DATE: ML / SEPTEMBER 2006 CHECKED BY: APP vp B DRAWING NO. 2 WMI JIM, -0 DATE: -7 -0 4204 CITY ENGINEER R.C.E. 51152 4 Filename- M:\dwg\15935\F1NAL DES1GN\SEWER\17884—SWR02.dwg SEME LATERAS WCT 17&9 LOT NO. DESIGN STA "AS—BUILT" STA BACKWATER LOT NO. DESIGN STA. 13ACKWATER "AS—BUILT' STA. YES NO YES NO 37 10+65 YES 47 14+08 NO 38 11+24 YES 48 14+37 NO 39 11+90 NO 49 14+42 NO 40 12+50 NO 50 13+91 NO Ald 12+55 NO 51 13+34 )LE5 42 12+00 NO 52 12+68 NO 43 11+56 YES 53 12+20 NO 44 10+50 YES 54 11+49 NO 45 12+72 NO 55 10+85 NO YES I I 1-3+17 46 00 E DIAL_ TWO WORKING BEF11RE DAYS BEFORE Y' El U D I 6_3 YO(J DIG TOLL FREE 1-600-227--'2"600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION DATE I ENGR. CITY I DATE W'/j I SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE VMIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT hIANNER, THE CITY ENGINEER A4AY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORA4ANCE WITH CONDITIONS AND STANDARDS IN EITECT 41 6 44 42 43 3 N 20 '4 12 4 4 + 3 3 0, N 6, 10+00.00 CL SAN BRUNO COURT C) LO 13+46.45 CL SAN LEANDRO DRIVE t ? 1 00#0048* W 262.60'1 j f it I 10+00.00 f'T'Y' CL MH J6 N le, 3 3 3 PROP. 8 4 4 BY OTHERS 13 40 9 36 3 SH0 Arw A DIVN�C AM 5 " I BRUN""' COURT SEE SHEET NO. 4 .1r1I'4 U BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE BEING NORTH 89#58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN MAP BOOK 304, PACE 38-44, RECORDS OF SAN BERNARDINO COUNTY. ORIGINAL BENCHMARK PREPARE© FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER YH CITRUS LLC OF BASELINE AVENUE AND SULTANA AVENUE, 10370 TRADEMARK STREET ELEVATION: 1365.01, SINCE DESTROYED RANCHO CUCAMONGA, CALIFORNIA 91730 SITE BENCHMARK (909) 291-7600 SW CORNER, SEC. 31, T,1N., R.5W., S.BM.-2" I.P. FAX (909) 297-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. EUVA770tt !I&16 4 (IN FET) I M Mc 40 FT. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fantana, California 92335 (909) 356-1815 Fax (9( 9) 6-1795 David S. Hammer, A.C.E. 43976 (expires 6/30/2007) a /0 S. 44 -P w No. 43976 rn rn 0� Exp. 6/30/07 C 1V11L QP ('A L I CONSTRUCTION N071S I CONSTRUCT 8'0 EXTRA STRENGTH VCP SEWER MAW 2 CONSTRUCT 48* PRECAST CONCRETE MANHOLE PER CITY SID. PLAN NO. 2001 3, CONSTRUCT 4* EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER CITY' STD. PLAN NO. 2005 (SEE GENERAL NOTE NO. 30) 4 BACKWATER CHECK VALVE 5 REMOVE EXISTING SEWER PLUG 6 ENCASE SEWER PER DETAIL 'A' ON SHEET I ,CITY OF FONTANA, CALtFORNlA SEWER. IMPROVEMENT PLAN DRAWN BY; SCALE. AE TRACT NO. 17884 AS NOTED DESIGNED BY: ---TAHOE WAY SAN BRUNO COURT DATE: ML / SEPTEMBER 2006 CHECKED BY: APP vp B DRAWING NO. 2 WMI JIM, -0 DATE: -7 -0 4204 CITY ENGINEER R.C.E. 51152 4 Filename- M:\dwg\15935\F1NAL DES1GN\SEWER\17884—SWR02.dwg