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HomeMy WebLinkAbout5496-3123 124 125 w z J x N cn w Uj N com BENCH MARK: # 6-7 SAN BERNARDINO COUNTY BENCHMARK # 6-7. A BRASS DISK AT THE SOUTHEAST CORNER OF CASA GRANDE AVENUE AND SIERRA AVENUE. ELEVATION: 126 I I DUNCAN CANYON ROAD (FUTURE) C7Av V O D AAAA SIS OF BEARINGS: DIAL TWO WORKING THE CENTERLINE OF CITRUS AVENUE AS BEFORE DAYS BEFORE SHOWN ON RECORD OF SURVEY 3619 TAKEN YOU DIG YOU DIG AS N 01'10'30"W WAS USED AS THE BASIS T FRS OF BEARINGS FOR THIS MAP. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 127 REV. I REVISION DESCRIPTION UNDER SIDEWALK DRAIN - STA. 123¢35.36 128 I PLAN 1-= 40' I 129 CITRUS DATE I ENGR. I CITY I DATE 9. Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 9943'27" 35.00' 55.42' 35.45' C2 91'02'55" 35.00' 55.62' 35.65' C3 8845'39" 35.00' 54.22' 34.25' C4 1 89'27'58" 1 50.00' 1 8.07' 49.54' --f =E�SCALE: 1 " = 40' AVENUE 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. (NMADOLE 99MHUSURCHAVE, SUM 230 DRAWN BY: RANCHO CNCAMONGA, CA 91M GB awknoft commmww for L& W9. FAX: OWAK6rm DESIGNED BY GB �I �,,p �� fX/ -! DATE�J Zs/17 CHECKED BY: WLI NSI NDEL L L IWATaM ©(P. 6"— RCE 36637 CONSTRUCTION NOTES O CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER IT NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN NO. 401. O2 CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO.1000. O3 CONSTRUCT 8" CURB FACE P.C.C. CURB ONLY PER CITY STD. PLAN NO.1000. ® CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6'). O6 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184043 (124 WATT, ACTUAL) PER CITY STD. PLAN NO. 404, CASE 1, CARPINTERIA POLE AND TEARDROP FIXTURE. O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.1003. ® ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 2000. O ADJUST WATER VALVE TO GRADE. 10 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001. 11 COLD PLANE EXIST. PAVEMENT FOR MIN. 0.12'&C. PAVEMENT OVERLAY (5' WIDE MIN.). FEATHER FOR SMOOTH JOIN. SAW -CUT MIN. V WIDE ALONG EXIST PAVEMENT EDGE. 12 SAWCUTIREMOVE EXISTING AC PAVEMENT. 13 RELOCATE EXISTING GAS METER, ETC. (BY OTHERS). 14 PROTECT IN PLACE EXISTING POWER POLE, GUY WIRE, STREET LIGHT, ETC. AS SHOWN. 15 REMOVE EXISTING STRUCTURES, SIGN, ETC. AS SHOWN. 16 INSTALL BARRICADE PER CITY STD. PLAN NO. 4000. 17 REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING OVERHEAD FACILITIES. 18 INSTALL BLUE DOT MARKER PER CITY STD. PLAN NO. 6001. 20 CONSTRUCT ENHANCED CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO.1003 AND DETAIL ON SHEET 1. 22 CONSTRUCT UNDER (SIZE SIDEWALK DRAIN PER CITY OF FONTANA STD. PLAN CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS CITRUS AVENUE STA. 123+19.84 TO STA. 127+00 AS SHOWN JUNE, 2016 DRAWING N0.3 5496