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I I TOLL FREE -"qmmmmw- 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 18U� CD F ER1799.7 II X CV — CL OF STREET J Q ZO Ti�< v S�WER nnn - - PROP. CURB & GUTTER 7. A p BRUSH �/ Cl ATTi i\ /� ARBORETUM AVENUE D U N C A N C A NYO N ROA D FUTURE IMPROVEMENTS BENCH MARK: # 6.7 BASIS OF BEARINGS: REVISION DESCRIPTION DATE I ENGR. I CITY I DATE 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. SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS DELTA A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 3519 TAKEN TANGENT CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01 °11 W WAS USED AS THE BASIS 1200.00' 83.78' OF BEARINGS FOR THIS MAP. C2 ELEVATION: 1739.006' 1242.00' 86.71' 43.37' PREPARED UNDER THE SUPERVISION OF: 04°00'00" QR�ESS/OPV 80.84' 40.44' C4 90°00'00" 35.00' 54.98' 35.00' �MADOLE 180°00'00" DRAWN BY: w 3 No. 36637 C m 9302 o • 3 2 PITTSBURGH AVE., SUITE 23 CK ' RANCHO CUCAMONG9 91730 SCL/EH Exp: 06-30-18 �} PHONE 909.481.6322 9.4 .6322 E ineering ommunittes for Life FAX 909.481.6320 DESIGNED BY: ��gTFFI SCL A FO��\P .� DATC� I CHECKED BY: WLI WENDE L. WATS RU EXP. 6 - 1 ` R.C.E. 3 637 Curve Table CURVE DELTA RADIUS LENGTH TANGENT C 1 04°00'00" 1200.00' 83.78' 41.90' C2 04°00'00" 1242.00' 86.71' 43.37' C3 04°00'00" 1158.00' 80.84' 40.44' C4 90°00'00" 35.00' 54.98' 35.00' C5 180°00'00" 6.00' 18.85' — CONSTRUCTION NOTES O CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN N0.401. O2 CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6'). ( CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184043 (165 WATTS) PER CITY STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE. O9 CONSTRUCT BARRICADE PER STD. PLAN NO. 4000. 11 REMOVE EXISTING AC PAVEMENT. 12 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001. 13 ADJUST WATER VALVE TO GRADE. 14 CONSTRUCT 8" CURB FACE P.C.C. CURB ONLY PER CITY STD. PLAN NO. 1000. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE: DUNCAN CANYON ROAD AS SHOWN STA. 109+00.00 TOA ORETUM AVENUE DATE: JUNE, 2016 APPR_ Z.- BY: DRAWING N0.3 •� � 6/8/17 CITY ENGINEER R.C.E. 51152 DATE 5498 3 M N N