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HomeMy WebLinkAbout2992-6ABaVE SEWER __0 ....... ... -d J, ------------ ­ - 1-7 12 10 9 RECORD DOCUMENT $1 181 6' 1 18] These Record Documents have been prepared 3 6 based on information provided by others. TheTRACT 15990 Design Professional has not verified the accuracy �5' and/or completeness of this information and shall 50 not be responsible for any errors or om,-,sions may be incorporated herein as a result REVERE WAY SIZ4-�04 SEE SHT 5 FAIRHAVEN DRIVI DATE CONSTRUCTION NOTES LEGEND SAWCUT, REMOVE & REPLACE CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 AC PAVEMENT & BASE CONSTRUCT 4" EXTRA STRENTH VCP SEWER LATERAL & CLEANOUT fiFIRE HYDRANT PER CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN RECONSTRUCT 48" PRECAST CONCRETE MANHOLE BASE PER CITY STD. DWG NO. 112 PLANS PREPARED FOR No. REVISIONS J:, jlt-00)1?0 02AWIAIC7S Underground &erv[ AW SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CORNLALN LEIGH COMMUNITIES NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF ORE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 42346 RIO NEDO 3 Cat TOLL MEE 1) DILIGENT MANNER THE CITY ENGINEER MAY REQUIRESUITE L REVISIONS TO THE PLANS TO BRING THEM INTO TEMECULA, CA 92590 CONFORMANCE WITH CONDITIONS AND STANDARDS 227-2IN EFFECT. (909) 296-5070 6W L TWO WORKING DAYS BEFORE YOU DIG M11 --fix" LOT NO. DESIGN STA. "AS—BUILT" STA. 19 12 11 to >LLJ :D 12+18.00 22 OL, 0 0 0 z z 0 SEE DWG4 NO. 292 7 SAN SEVAINE ROAD 3 3 3 6�$ "t 0 T 34' 1 34' T 0 (0 CF) 20 21 22 4 ++ 122' 12' PO 04 f - - - - -- - - - - - - --------- - - - - 15 W W 12'ACE W W 15 12— i256, 0 04 III .. .... ...... II ri I (IF �o 6, 18' 18 6$ 3 IIr 18 11 25' 25 ! goEX. EDGE OF PAVEMENT �2' '112' ARLINGTON COURT 34' SEE SHT 3 6�' SAN SEVAINE R 0 SEE DWG� NO. 29* M11 --fix" LOT NO. DESIGN STA. "AS—BUILT" STA. 19 12+54.00 20 12+34.00 21 12+18.00 22 10+56.00 neer city BENCHMA- P. Approval Date: UM939501 B.M. #361, SPIKE IN NORTH FACE OF P.Pv #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. LEVATION: 1365.01 012-791ST-F&EIM MH No. 11 GRAPHIC SCALE 10+00.00 FAIRHAVEN DRIVE= 4 12+71.61 SAN SEVAINE ROAD 60" STORM DRAIN PROPOSED SEWER IN FEET WATER I inch = 40 ft. PROFILE HORIZ. 1"=40' VERT: 1"= 4" fell ONOR Vol in N Ll IN ILI I M Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 bo 356- 815 Fax (909) 356-1795 nRVid S. 14RMMP.r, R.17-1. 43.q7F; TlRfp (expires 6/30/2005) ESH S CITY OF FONTANA, CALIFORNIA $ Hq SEWER IMPROVEMENT PLANS LODrawn By: TRACT NO. 15990 AND Scale: No, 43976 In JK/DEA VP=40" Exp. 6/3 Designed By: TRACT NO. 15WO-1 Date: IX= February, 2002 DEA ---FA HAVEWORI/T-9- I Dwa. No I Appro7ved: ti��4 Ile At 1f Checked By: I - . I r, - i DH /CITY ENGINEER R.C.E. 51152 6 riienarne: m:\uyvu\iozL)i\z)Lwr_m\z)wm—o.a IT