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HomeMy WebLinkAbout4969-2SIERRA AVENUE PPQ l 1 I LJ i I >`�oo l Q `4 ? N Ln I ry 1 2 + o m !�Lu OfmO rn U w M ,n LO 1co U'00 co I� 58 O � r 1 00 a _,1� C j vb - I r h� U M 1< 17' 12 w y 54 63 kn i I SIERRA AVENUE SEE DWG. NO. 4,967, SHEET 4 TERRA VISTA DRIVE Q O REV. 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION MANGO AVENUE SEE DWG. NO. 4980, SHEET 7 W Z J v c� `_+ i MM H W W co O = Fl -ft N tr*1ft LU o W H co MANGO AVENUE SEE DWG NO 4979 SHEET 4 WE Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 90'08'12" 35.00' 55.06' 35.08' C2 5'16'44" 847.00' 78.04' 39.05' C3 5' 16'49" 803.00' 74.00' 37.03' C4 446'07" 361.00' 30.05' 15.03' C5 V46'07" 361.00' 30.05' 15.03' C6 89"59'57" 35.00' 54.98' 35.00' C7 89'54'25" 35.00' 54.92' 34.94' C8 90°05'35" 35.00' 55.03' 35.06' C9 90'00'03" 35.00' 54.98' 35.00' C10 89'51'48" 35.00' 54.89' 34.92' W=10' LOCAL DEPRESSION DETAIL CASE "A" SCALE: 1 "=10' Line Table LINE BEARING LENGTH L1 N89'32'29"E 140.70' L2 N85'41'24"W 30.08' L3 N89'32'29"E 143.53' L4 N89'32'29"E 131.34' L5 N89'32'29"E 81.76' CONSTRUCTION NOTES O CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). O2 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT 8" TO 6" CF P.C.C. CURB TRANSITION O4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (WIDTH PER PLAN). ® CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003. O9 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. 10 INSTALL 9,500 LUMEN HPSV STREET LIGHT PER CITY STD. PLAN NO. 404. 11 ADJUST MANHOLE TO GRADE PER STD. PLAN NO. 2000. 12 ADJUST WATER VALVE TO GRADE. 15 CONSTRUCT MASONRY RETAINING WALL TYPE A PER STANDARD PLAN NO. 618-3 FOR PUBLIC WORKS CONSTRUCTION. 16 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 BENCH MARK: BM #6-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK THE BEARING OF N00'35'43"W ALONG # 6-7. A BRASS DISK AT THE SOUTH- THE C.L. OF SIERRA AVE., AS SHOWN EAST CORNER OF CASA GRANDE AVENUE ON TR. NO. 14500 M.B. 251/70-74, AND SIERRA AVENUE. WAS USED AS THE BASIS OF BEARING ELEVATION: 1739.006' FOR THIS MAP. DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALQ� OFF-SITE STREET IMPROVEMENT PLANS (#MADOLE ��ppn �iI Z G 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT NO.1oQL0 SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, U RANCHOCUCAMONGA,CA.91730 CFB AS SHOWN LU 3 No. 36637 c PHONE 909.481.6322 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 06-30-14 * Engineering Communities for Life FAX 909.481.6320 DESIGNED BY: TERRA VISTA D DATE: TM MB TO STA. 15+77.08 NOV. 2012 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND9TFOFCA��F°DATE K NECKED BY:_-�_' AP O DRAWING NO. 2 STANDARDS IN EFFECT. NV EXP. 6-Z-14 TM/ MB 1��• RCE 36637 CI ENGINEER R.C.E. 51152 DATE 4969 4 0 N 00 00 cn z a o_ w ILLI U) 0 N N L7=