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Home My WebLink About4835-7i c I I i I I I ! I 1 I 1 I I I I I I 1 I I I I I r 1 I r 1 I 1 I 1 1 1 I I I e I , 1 I I I 1 1 Y t I I I G I 1 1 1 t 1 a 1 1 I I ! 1 I I I ( I I ( I I I I �Q % I I 1 I i I ! 1 I I I E 1 I I I I I I I I I I I I 1 ' `50� //IANSI//0� , I 1- i + ._._i _ t I I I I 1 I I I I �_ I 1 I I I �1I Nl I o ' a I I i i I I I I ! I ! i I ! ' I r ; I I ; ; I ! ° I 1 I I I I I I i � , � O I I '� •' `I I 1 � I I 1 � i! t (,� I 1 I I I � I 1 � I I I ! ' � I I I m\ I I � �+ O , I 1 1 I ,� •� I I O ,yam I I I (� , O� t 1 t 1 I I I I I ! I ; I I 1 I I O O � O ``� ,' 1 �• �- � I � ; I I I t I .�_ r` I I i I- _; I ' I � I 1 11 I I --1 I l I I 1 •M - I ' I I _.... _. I I 1 I I I C _ I I .. � . � O _ 7, I ,i (p t I�� I I I 1 I •J � I- I ! I I 1 I ! I I ( ! I I I 1 I 1 I I I I I• � I I I ' ! O 0 1 t I I I I �• � ' I I ' i� �}` I. 1 � I I I ! I Q Q� ! 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I I i I I I 1 I —}- - � t }� I I I I (_ I I ► I I i i I I j ! I I 1 � I I I ( } I I I ( I I I I 1 ! I I I ! I I I I I ; I ► 1 I EX/ST/NG F/N SHED - I ; I I I I ��O ' TRAN,SITI N( I 1 I I 1 1 i PORAO 0 I I I 1 1 1 I /ON Q 1� '` 1 I I I 1 I I ! I I ' I I I ,�,�V� ,yam rte+,-�"l a I I �• ( I I I I %_ 1 I I 1 ! 1�' I I 1 1�_ 1 1 1 1 I i I 1 I I i I I I I 1 I Cp I I I - I I �•�O I I i I I I ( , • ab I I I ! � � p� IN I I ' I I 1 ! I 1 ! I I - � I� Q I _! -_ I I I e 1 1 I I I 1 ;�' I —mI ��® I -a--4®.- �� -� '-�►�I� I f 6��' �- ��I®--}---X0.24%-}�-,�+® tt L ®I--+�r�-�}--+ ®} ---�� }-� ;- PRO- 'POSED E I i®}-®!�-®;� I— ; } r 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 I�p Lk izZ0255-011-13 �I�W I SAS 61 A� G P W W 45 I I I DIG �L TOLL FREE '"Mmmwi-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OLEANDER AVENUE SEE SHEET 3 "V I - � v l -• act ante i v OLMOST A VENUE ® CONSTRUCT NEW AC PAVEMENT ® REMOVE EX/ST/NG AC PAVEMENT LENGTH CONSTRUCT .20' AC OVERLAY AO (AVERAGE THICKNESS) --- •• r =. :• r PROP SIDEWALK © EX/ST SIDEWALK —GAS— EX/STING GAS LINE W EX/ST/NG WATER LINE s EX/ST/NG SEWER UNE sD EX/STING SD LINE DO N 87.15'59" E --- 243.34 --- REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SOUTH I 1 I I I I I I I I 1 I I I 1 1 A I I PROPOSE I So- T , 1 I I ; I 1 PROPOSED 1 I CUR RETURN I SLE �EEHT 81 1 I I 1 I 1 -H- 4— 1 I 1 1 I 1 I 1 e 1 1 1 A 1 I I 1 1 I 1 I 1 I 1 A 1 I I 1 1 I 1 I I I I I I I 1 I I - I 1 1 I 1 1- I 1 r 1 I 1 I I 1 ! I I 1 1 1 1 .. 1 .. ..I. - - -.1.---- - - - - -- - --- --.. !.. _1 . _-------- {. _. - -.-....... ---- - ...- --� - - - -------- - -- -- - - - - � � - PROF/LESCALE.• 1 1 1 I / HOR //-4 , /Z.• 0 VERT 11=4' 46 47 48 49 50 51 52 53 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 I�p Lk izZ0255-011-13 �I�W I SAS 61 A� G P W W 45 I I I DIG �L TOLL FREE '"Mmmwi-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OLEANDER AVENUE SEE SHEET 3 "V I - � v l -• act ante i v OLMOST A VENUE ® CONSTRUCT NEW AC PAVEMENT ® REMOVE EX/ST/NG AC PAVEMENT LENGTH CONSTRUCT .20' AC OVERLAY AO (AVERAGE THICKNESS) --- •• r =. :• r PROP SIDEWALK © EX/ST SIDEWALK —GAS— EX/STING GAS LINE W EX/ST/NG WATER LINE s EX/ST/NG SEWER UNE 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 I�p Lk izZ0255-011-13 �I�W I SAS 61 A� G P W W 45 I I I DIG �L TOLL FREE '"Mmmwi-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OLEANDER AVENUE SEE SHEET 3 "V I - � v l -• act ante i v OLMOST A VENUE ® RECORD DRAWING BEAR/NG/DELTA RAD/US LENGTH TANGENT AO N 86'2347" E --- 350.52 --- © N 84'43'58" W --- 201.02 --- Q N 84.48 20" W --- 200.99 --- DO N 87.15'59" E --- 243.34 --- REV. REVISION DESCRIPTION DATE ENGR. CITY DATE DATA/BEAR/NG Q BEAR/NG/DELTA RAD/US LENGTH TANGENT AO N 86'2347" E --- 350.52 --- © N 84'43'58" W --- 201.02 --- Q N 84.48 20" W --- 200.99 --- DO N 87.15'59" E --- 243.34 --- I 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. CONSTRUCTIONNO-TES Q1 CONSTRUCT 4 1/2' AC OVER 12" 95% COMPACTED NAAVE (12" MINIMUM) Q6 CONSTRUCT .20' AC OVERLAY ON EXIST/NG STREET SURFACE. (AVERAGE THICKNESS) Q7 CONSTRUCT 8' ASPHALT CONCRETE DIKE PER C/IY OF FONTANA STD. PLAN N0. 1007 QO INSTALL STREET LIGHT PER CITY OF FONTANA STD. PLAN N0. 404 1Q RELOCATE EXIST/NG FENCE TO PROPERTY UNE O4 REMOVE IX/ST/NG TREE Q RELOCATE EX/ST/NG MAILBOX kuo EX/STING TRAFF/C SIGN. SEE SIGN/NG AND STRIP/NG PLAN 19 ADJUST EXIST/NG WATER VALVE TO GRADE PER C/7Y OF FONTANA STD PLAN NO 6000 40' 0 40 80' 120' SCALE IN FEET QFESS/ Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA v' Moi STREET IMPROVEMENT PLAN 2 v i__ DRAWN SCALE: z DRAWN BY: OLEANDER AVENUE ,i; v7 M KNT/SN AS SHOWN cy-1 No. 40964 � DESIGNED BY: PLAN &PROFILE DATE: KNT/SN 123+00.00 STA 126+40.30 3/17/10 CIVIC- �P T�i� �� I� CHECKED BY: DRAWING NO.: + Date APPRO Y: F °F CA1-�Fp� % FEUPE U. MOUNOS R.C.E. 40964 DATE: 4835 SN CITY ENG R R.C.E. 51152 9 S,\DESIGN SECTI❑N\CIP IMPROVEMENTS\OLEANDER - SANTA ANA TO SL❑VER\AS BUILTS\SHEET 71dwg Jan 18, 11 - 3124pM