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HomeMy WebLinkAbout3084-51 SCALE IN FEET 80 1 N W 1 TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. �? p is ORD DRAWINGS HAVE BEEN PRE:` K=0 It TSE BASIS OF IWORmAT )N COkC' J7 - _ Oy OTHERS. THE ENGINEER WJL s ;r F Ff)g ANY ERRORS OR OMISS:( r„c 1F.rt•f 4 t '�P�'ORATED INTO THE DOr u,s,I` : =O REVISION DESCRIPTION VJJ" MAAS. V LOS COYOTES STREET I :ORD DRA1 i s DATE I ENGR. I CITY DATE o 44.0c ., cl II laG 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. CONSTRUCTION NOTES CURVE TABLE CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED �, CURVE DELTA RADIUS LENGTH TANGENT Cl 11627'24" 25.00 50.81 40.36 C2 16'27'56" 57.00 16.38 8.25 C3 252'25'00" 38.00 167.41 51.94 C4 3325'35" 57.00 33.25 17.11 C5 9'34'01" 620.00 103.52 51.88 C6 14'34' 15" 600.00 152.58 76.71 C7 94'28'09" 25.00 41.22 27.03 C8 1'09'58" 580.00 11.81 5.90 C9 90'00'00" 30.00 47.12 30.00 C10 90'00'00" 30.00 47.12 30.00 TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. �? p is ORD DRAWINGS HAVE BEEN PRE:` K=0 It TSE BASIS OF IWORmAT )N COkC' J7 - _ Oy OTHERS. THE ENGINEER WJL s ;r F Ff)g ANY ERRORS OR OMISS:( r„c 1F.rt•f 4 t '�P�'ORATED INTO THE DOr u,s,I` : =O REVISION DESCRIPTION VJJ" MAAS. V LOS COYOTES STREET I :ORD DRA1 i s DATE I ENGR. I CITY DATE o 44.0c ., cl II laG 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. CONSTRUCTION NOTES BE OW k4W. No. 615 OF BEAF&M RAILROAD SPIKE AT INTERSECTION FHo. EARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS LINE OF SEC. 30. T.1N..R.5W.. AVE.. IN POWER POLE NO. 9011 E PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. ASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN ELENATIM 1467.59 Prepared Under The Supervision of : O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED �, NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) o IMPROVEMENT PLANS CONSTRUCT 6"CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 10601CKm"SWIET' am 107 RACIJCAb10�q, CA 9D30 PhIO�E (900} 948-1311 O %40m%40mNCFI� AS DATEI 2002 N Q CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006 DRAWING NO.: 5 3084 10 © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 / (103 FOR MEDINAH ST.), W = 16' UNLESS NOTED ON PLAN. O INSTALL STREET LIGHT 5.800 LUMEN PER CITY STD PLAN W NO. 1016 (SCE #7) Z 1 p INSTALL STREET NAME SIGN PER CITY STD. NO. 139 E-; x 1© CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. PLAN 151-1, "S" PER PLAN. U DETAIL ON SHEET NO. 10. P4©p REMOVE AND REPLACE EXISTING CURB AND GUTTER. 16 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. BE OW k4W. No. 615 OF BEAF&M RAILROAD SPIKE AT INTERSECTION FHo. EARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS LINE OF SEC. 30. T.1N..R.5W.. AVE.. IN POWER POLE NO. 9011 E PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. ASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN ELENATIM 1467.59 Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA PREPARED ' A ASSOCIATES, N THE OFFICE MINC. ADO ED STREET IMPROVEMENT PLANS 10601CKm"SWIET' am 107 RACIJCAb10�q, CA 9D30 PhIO�E (900} 948-1311 RA MR -A. TRACT No. 16175 DESIGNED BY. LOS COYOTES STREET E.R.F. %40m%40mNCFI� AS DATEI 2002 c,(� Date : ' .f'n RCE am EXP 9- CHECKED BAFIPM)OBY: E.R. CI ENGINEER R.C.E. 51152 DATE DRAWING NO.: 5 3084 10 J:\826-1176\Street\st05.dwg, 04/25/2002 04:07:12 PM, of