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HomeMy WebLinkAbout2992-2r9M1b_qqh%1h_ 10 NOTE: CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF THE SAN SEVAINE ROAD SEWER PRIOR TO CONSTRCTION ITC IM 12 13 681 2 I j ¢' \ t SEWER & STORM 34 34' X 3 X \,DRAIN EASEMENT 22) X 8" VCP SEWER PER 12 13 6 1 0 CITY DWG. NO. 2927 6 11 14 T 5 3 Ld Q 3 5' PUE 11 ,0 N 0 _j + L lu C\4 F7110 UL41 14 W 15 I I . a NOTB IN ORDER TO CONVERT THE ELEVATIONS SHOWN ON THIS PLAN TO THE DATUM USED FOR CITY DRAWING NUMBER 2926, SUBTRACT 0.28'. PROFILE HORIZ. 1 "=4©9 VERT: 1"= 4' TR 15990 2 A,� TR 15990-1 GRAPHIC SCALE 40 0 20 40 80 160 IN FEET �2 I inch = 40 & 50' TR 15990 18 2 /X �0 ij 18 78 11 6 1 TRACT BOUNDARY 5 T_ AL_ U52 00 T .56 ' 12 A 00-12- L6__E 144 Lo 13 14 0 cr) _7i IL0 15 _y EXISTING 60" MH 277.66' .55' VV, ^U) 00 9 17 +00.00 EASEMENT= 2+90.6 jq_0 (Y 1 �24 6 _E U 9 SAN SEVAINE ROAD 1+ X IT &1 ?02 W W !I! PROPOSED STORM DRAIN . .. . �11.11=_"= 3 !�� W 10 0 ... . ...... . PER CITY DWG. NO. 2928 M, — — = — — 3 L LO 5' PUE N 9 3 PROPOSED EX. EDGE OF PAVEMENT + 30" STORM DRIN pp PER CITY DWG. NO. 299--__ 8 I DDr)DnQr'n IkAD0r)\/r_'KAr_'KITQ 7 6 5 4 2 ARLINGTON STREET M W0 ";01 ALM LEGEND SAWCUT, REMOVE & REPLACE AC PVMT & BASE FIRE HYDRANT LOT 18 '-D.1 4,SEWE1 12 11 2 ARLINGTON STREET 3 SEE RIGHT 4 50' 5 12+66.00 25' 25' 11+99.00 7 12_i- 8�10_+72.00 �-4 ' 5' PUE I 111+22.00 SWR ESMTJ CONSTRUCTION NOTES 18 18' X 20' SAWCUT REMOVE AND REPLACE EXISTING A.C. PVMT O—AND 4b' 5' 10 NOTE: CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF THE SAN SEVAINE ROAD SEWER PRIOR TO CONSTRCTION ITC IM 12 13 681 2 I j ¢' \ t SEWER & STORM 34 34' X 3 X \,DRAIN EASEMENT 22) X 8" VCP SEWER PER 12 13 6 1 0 CITY DWG. NO. 2927 6 11 14 T 5 3 Ld Q 3 5' PUE 11 ,0 N 0 _j + L lu C\4 F7110 UL41 14 W 15 I I . a NOTB IN ORDER TO CONVERT THE ELEVATIONS SHOWN ON THIS PLAN TO THE DATUM USED FOR CITY DRAWING NUMBER 2926, SUBTRACT 0.28'. PROFILE HORIZ. 1 "=4©9 VERT: 1"= 4' TR 15990 2 A,� TR 15990-1 GRAPHIC SCALE 40 0 20 40 80 160 IN FEET �2 I inch = 40 & 50' TR 15990 18 2 /X �0 ij 18 78 11 6 1 TRACT BOUNDARY 5 T_ AL_ U52 00 T .56 ' 12 A 00-12- L6__E 144 Lo 13 14 0 cr) _7i IL0 15 _y EXISTING 60" MH 277.66' .55' VV, ^U) 00 9 17 +00.00 EASEMENT= 2+90.6 jq_0 (Y 1 �24 6 _E U 9 SAN SEVAINE ROAD 1+ X IT &1 ?02 W W !I! PROPOSED STORM DRAIN . .. . �11.11=_"= 3 !�� W 10 0 ... . ...... . PER CITY DWG. NO. 2928 M, — — = — — 3 L LO 5' PUE N 9 3 PROPOSED EX. EDGE OF PAVEMENT + 30" STORM DRIN pp PER CITY DWG. NO. 299--__ 8 I DDr)DnQr'n IkAD0r)\/r_'KAr_'KITQ 7 6 5 4 2 ARLINGTON STREET M W0 ";01 ALM LEGEND SAWCUT, REMOVE & REPLACE AC PVMT & BASE FIRE HYDRANT LOT NO. DESIGN STA. "AS–BUILT" STA. 1 15+08.00 2 14+40.00 3 13+85.00 4 13+20.00 5 12+66.00 6 11+99.00 7 10+72.00 8�10_+72.00 SWR ESM 9 111+22.00 SWR ESMTJ PER CITY DWG. NO. 2966 G) j4 3 0/1 EASEMENT SEE LEFT ARLINGTON STREET LOT NO. DESIGN STA. "AS–BUILT" STA. 10 111+42.15 SWR ESMT 11 10+35.00 12 11+16.00 13 11+75.00 14 12+56.00 15 13+14.00 16 1 13+89.00 1 17 14+44.00 14+44.00__L_ 18 1 15+22.00 1 PLANS PREPARED FOR Undergrwid Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CORMAN LEIGH COMMUNITIES NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Fob y APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 42346 RIO NEDO C44 TOLL FREE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE REVISIONS TO THE PLANS TO BRING THEM INTO TEMECULA, CA 92590 CONFORMANCE WITH CONDITIONS AND STANDARDS 227-26W IN EFFECT. (909) 296-5070 L TWO WORKING DAYS BEFORE YOU DIG REVISIONS Engineer city BENCHMARK No. 4p4QatpApproval D. ...... rovpl ,: M Iva, WN06 W, 4 �MILINWIALW. MOMMAM1197 FM_ B.M. #361, SPIKE IN NORTH FACE OF P.Fx. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 0 ff.! 3j 2j PROPOSED 8 5/8" GWMR WATER LINE A RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions is may be incorporated herein as a result 8 z4 f'e A T F 15990-1 t 08 06'41 REVISIONS Engineer city BENCHMARK No. 4p4QatpApproval D. ...... rovpl ,: M Iva, WN06 W, 4 �MILINWIALW. MOMMAM1197 FM_ B.M. #361, SPIKE IN NORTH FACE OF P.Fx. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 0 ff.! 3j 2j PROPOSED 8 5/8" GWMR WATER LINE A RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions is may be incorporated herein as a result 8 z4 f'e A T F 15990-1 t CONSTRUCTION NOTES - 20'_ 20' SAWCUT REMOVE AND REPLACE EXISTING A.C. PVMT O—AND 4b' A.B. PER CITY STD. 131 32' 32 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 64 –i WESTGATE DRIVE CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER SEE SHT 4 CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30) CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN INSTALL BACK FLOW CHECK VALVE RECONSTRUCT 60" PRECAST CONCRETE MANHOLE BASE PER CITY STD. DWG NO. 112 CONSTRUCT 8" D.I.P. SEWER MAIN Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 J! 09 356- 815 Fax (909) 356-1795 2. -11; -o 2- David S. Hammer, R.C.E. 43976 Date (expires 6/30/2005) ESS CITY OF FONTANA, CALIFORNIA S Hj SEWER IMPROVEMENT PLANS C-2 _P Drawn By: Scale: L,O No, 43976 DEA/JK TRACT NO. 1$0=4011 Exp, 6/30/05 Designed By: ARLINGTO EET Date: clvl�_ DEA 5 --- SFzWER E , EVEENT February 2002 CALZ By: App rove t--C_-e-�v -2-1a 7 An , Dw,- No - I DH FIS -7 ( CITY ENGINEER R.C.E. 51152 M2 Filename: M:\DWG\18201\SEWER\SWR-2.dwg