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HomeMy WebLinkAbout5112-214 W (/) 0 N 0 v 0 0 CL SUMMIT AVENUE SEE SHEEP 8 8WISTING sroFM � EXISTING sE►vaR TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROVIDE CURB DEPRESSION /-FOR FUTURE ACCESS RAMP 0.70Z 6"C&G FDANfE wwwMCE FLORENTINE AVENUE "kr, 1.16x LAI (611 MIN IF 2 s SUMP CASE wir REV. REVISION DESCR'TION GATE ENGR. CITY DATE SHOULD CONSTRUCTION Of REQUIRED MOVMNTS NOT COMWSUWITHIN TWO YEARS Of THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGW MANNER, THE CITY BQNEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN WECT PREPARED FOR: STRATHAM HOMES, INC 2201 DUPONT DRIVE, SUITE 300 IRVINE, CA 92612 TEL (949) 833-1554 400.00' 05'0010' 33.37' 16.69' B 400.00' 05'00'OT 31.71' 15.86' C 25.00' 9(700'00' 39.27' 25.00' D 477.05' ND©'37'4ir W E 154.66' N00'3533" E F 420.00' 04146'4!r 35.04' 17.53' G 3M.00' 04'32'34" 30.13' 15.07' H 38'0.00' DOMN LANE SEE SHEEP 6 OXX 6" C&G BASIS Of BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LI OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: 1489'30'06"E BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST ALONG HIGHLAND AVE. FROM SIERRA AVE. SHATM = UZIM LAI LH VMN IF.5 sym(WE �f') .03% ("Fur) _ tm•40 FE CONSTRUCTION NOTES_ Qi --- consrRucr 3.5' nc aavEiaEnr OVER it of Sox COMPACTED NATIVE Sll66RADE (SEE GENERRL ROTE 31 dr 32) 2O- CONSTRUCT 6' PCC CURB & GUTTER PER CITY STD. PIAN N0. 1000 3o-- CONSTRUCT PCC CROSS GUTTER AND SPANOiEI PER CRT SPD PlMI N0. 403, W =8' coNsrRucr a• PCC sIoEwauc PER CITY STD. raw NO. coos, w=s' 5� CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD PLAN N0. 403, M =10' O6 -- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, A=16' UNLESS NOTED OTHERfY15E 7Q- CONSmR:i IOGN. DEPRE55101V PER GTl' STD. PIm N0. 3003 SEE OETRA.S THIS SHEET INsrau 5800 Lu►Ero rrPsv (70 wnrr, 17) LupmaartE PER crn STD. PLM NO.aoa. SEE stir uctrr atan 10 INSTALL STOP SIM PER CITY STD. PLAN N0. 4003 11 INSTALL STREET NAME SIGN PER CITY STD. PLAN N0. 4003 12 ADJUST MANHOLE FRAME ct COVER 70 GRADE PER GTT STD. PLAN 2000 13 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0. 1003 is INSTALL STOP &1R AND LEGEND STRIPING PER CA NJiCD FIGURE 38-103(CA) (TYP) CONSTRUCT 8' PCC CURB AND GUTTER PER Cfi1' STD. PLAN M0. 1000 Q ,gFESS/6 p/�► ORAW N BY. No. 36052MI HMG DBW Exp. 6/30/16 9 DESIGNED BY: DEW CIV 1 l ` CHECKED BY: --- OF CA\ - JAB CITY OF FOWANA CALIFORNIA STREET IMPROVEMENT PLANS 71ncr tsersi -- ROREIVTINLAVENVE YiA-'I DA ,LO STA DA378 2.Z . CITY EXGNfE R.C.E 5152 SCALE: AS NOTED DATE: February, 2015 5112 2 9 ClJRVE do LINE TABLE RAi11US DELTA LENGTH TANGM BEARING A 400.00' 05'0010' 33.37' 16.69' B 400.00' 05'00'OT 31.71' 15.86' C 25.00' 9(700'00' 39.27' 25.00' D 477.05' ND©'37'4ir W E 154.66' N00'3533" E F 420.00' 04146'4!r 35.04' 17.53' G 3M.00' 04'32'34" 30.13' 15.07' H 38'0.00' 04'46'49" 31.7(Y 15.86' J 420.00' 0f32'34" 33.30' 16.68' K 35.00' 90'0754' 55.06' 35.08' L 35-00' 8752'W 54.90' 34.92' m+ 25.00' 90VT&C 39.33' 25.06' N 25,00' W5ZW 39.21' 24.94' 0 7.21' 1 109'01"E Q ,gFESS/6 p/�► ORAW N BY. No. 36052MI HMG DBW Exp. 6/30/16 9 DESIGNED BY: DEW CIV 1 l ` CHECKED BY: --- OF CA\ - JAB CITY OF FOWANA CALIFORNIA STREET IMPROVEMENT PLANS 71ncr tsersi -- ROREIVTINLAVENVE YiA-'I DA ,LO STA DA378 2.Z . CITY EXGNfE R.C.E 5152 SCALE: AS NOTED DATE: February, 2015 5112 2 9