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I I I I I I I I I I I I 1 1 e 1 -. � p , I 1 I 1 I r 1 I I I 1 '� I N O- -- cI ` _•. s—'I t I 1 I I I f P 1 I I I I A t f I ; t I t I I ; t I ; I ' � I I 1 I t I I I I I I cam., o I I o �; ► ► i I I rte; I I ! ( I I I ! �I I �► I_ ' ► I f , I I 1 I I 1 I I 1 + 1 __ - , 1 1 E ls�LNG� I 1 I I I 1 I - 1 1 A 1 1 1 I 1 1 I t - I - I PRORLESCALE.� p HOR/Z % -40 - i n VERT —T I I -123 f24 X-25- f26 LEGEND BASIS OF BEARING CENTERLINE OF SLOVER AVENUE BETWEEN SAN BERNARDINO CO. SURV. GPS CONTROL MONUMENT .NOS 21158 & 21219, BE/NG THE INTERSECTION OF CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING: N89'30'14 "E. BENCHMARK BENCHMARK NO. 291 ELEV. 1047.36 RXR SP/KE /N PP 1586962H N/E COR. SANTA ANA & OLEANDER DIG �L TOLL FREE -qqmwi-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OL EA NDER A VENUE ® CONSTRUCT NEW AC PAVEMENT ® REMOVE EX/STING AC PAVEMENT LENGTH CONSTRUCT .20' AC OVERLAY AO (AVERAGE THICKNESS) 35.00' r . :• r PROP SIDEWALK > EXIST SIDEWALK cAs a/STING GAS LINE "' EXIST/NG WATER UNE s EX/ST/NG SEWER LINE _SD— EX/STING SD LINE BASIS OF BEARING CENTERLINE OF SLOVER AVENUE BETWEEN SAN BERNARDINO CO. SURV. GPS CONTROL MONUMENT .NOS 21158 & 21219, BE/NG THE INTERSECTION OF CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING: N89'30'14 "E. BENCHMARK BENCHMARK NO. 291 ELEV. 1047.36 RXR SP/KE /N PP 1586962H N/E COR. SANTA ANA & OLEANDER DIG �L TOLL FREE -qqmwi-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OL EA NDER A VENUE ® RECORD DRAWING 1/13/11 FN LENGTH •1,D�1( AO 90'0737" 35.00' 55.06' 35.08' REV. REVISION DESCRIPTION DATE ENGR, CITY DATE DATA O BEARING/DELTA RAD/US LENGTH TANGENT AO 90'0737" 35.00' 55.06' 35.08' RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FIIRNISHFn AY OTHERS_ THE Cf1Y WILL NOT BE CONSTRUCTIONNO-T-ES Q1 CONSTRUCT 4 1/2" AC OVER 12" 95r' COMPACTED NATIVE (12" MIN/MUM) 20 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN. NO. 1000. 30 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003 ® CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 (W-5) 50 REMOVE EXISTING AC PAVING. © CONSTRUCT .20' AC OVERLAY ON EXISTING STREET SURFACE (AVERAVE THICKNESS) 10 INSTALL STREET LIGHT PER CITY OF FONTANA STD. PLAN N0. 404 1© RELOCATE EXISTING FENCE TO PROPERTY LINE Q CONSTRUCT RES/DENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN N0. 1002 EX/�T/NG F/ELDTH PER �COND �O�aANO/OR OWNER AND CITY INSY WIDTH AND LOCA77ON IS PECTOR RECOMMENDAT/ON f`CT TO CHANGE BASED ON O4 REMOVE EX/STING TREE Q RELOCATE IX/SANG MAILBOX EXIST/NG TRAFFIC SIGN. SEE SIGNING AND STRIP/NG PLAN 1Q ADJUST EX/SANG MANHOLE FRAME AND CODER TO GRADE RELOCATE IX/SANG POWER POLE BY OTHERS RELOCATE IX/ST/hG FIRE HYDRANT BY OTHERS (FONTANA HAI—ER COMPANY) RELOCATE EX/ST/NG WATER METER TO PROPERTY UNE BY OTHERS (FONTANA WATER COMPANY) RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 40' O 40' 80' 120' HAVE BEEN INCORPORATED INTO THE DOCUMENTS -AS A RESULT THEREOF. SCALE IN FEET 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 STANDARDS IN EFFECT. QFESS/ Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA <c0 QR ON�I STREET IMPROVEMENT PLAN �v �o DRAWN BY: OLEANDER AVENUE SCALE: Li' L KNT/SN AS SHOWN � No. 40964 DESIGNED BY: PLAN &PROFILE DATE: * * KNT SN A 123+= A 128+40.30 / - 3/17/10 `Pq CIVIC- �Q'.r(.�i Date % CHECKED BY: � �� 9Y: , ' � DRAWING NO.: OF CA1-�F D FEUPE U. MOUNOS R.C.E. 40964 SNA1'0 4835 g SI\DESIGN SECTI❑N\CIP IMPROVEMENTS\OLEANDER - SANTA ANA TO SL❑VER\AS BUILTS\SHEET 61dwg Jan 18, 11 - 3125pm