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ROCHESTER AVENUE o p~ O� Exp: os -3o -os N� N� V� �� O 11 OFCAL�F 11 TRAM T 168 11 11 � � o p 13 14 15 16 17 18 19 20 21 22 23 24 NO VA RA A VE/VUE LINE TABLE CURVE TABLE Ll N09'38'08 "E 20.69 CURVE DEL TA RADIUS LENGTH TANGENT C1 89'51 '04" 25.00 39.20 24.94 C2 89'51 '04" 45.00 70.57 44.88 C3 10'01'J8 11 109.58 19.18 9.61 C4 26'05'59" 60.10 27.38 13.93 NO VA RA A VE/VUE LINE TABLE LINE BEARING LENGTH Ll N09'38'08 "E 20.69 REV D � o 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 UPDATE C/ T Y 97AA1r 4)W C4 L L 06/)''s, TRACT BOUNDARY CL. INT. 16+38.10 NOVARA AVE =28+09.67 PARKSIDE WY 1� i' tn- V II� I `p 1 20 201 10 N N) II o I I w � II TRACT BOUNDARY PA RKS/DE WAY SEE SHEET 6 DATE ENGR. ciTY DATE SHOULD CONS TRUC TION 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 ;44sys ro CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 1 2� CONS TRUC TION NOTES O1 - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). 2Q- CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. a- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 100G. a7 - CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. "W" PER PLAN. gO- ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS 200D &G600- 11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K 1 18E -EAR- 11- 150 -HPS-KI6-HSS-TS-PR EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN. All OQ�pFESS/O,V� wC m er C 36637 � EV. ` 2 002 s�. civic �P NOTE: FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON THE APPROVED PRECISE GRADING PLANS. BENCH MARK. • # 8-17 BASIS OF BEAR/NGS: BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089'59'31 "E THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE 343' NORTH OF HIGHLAND, 0.2 M1 WEST AS SHOWN ON TR. NO. OF SAN SEVAINE RD., 2.65 M1 WEST 16427-1, M.B. 29617-11. OF SIERRA AVE. ELEVA 710N: 1428.609 Prepared Under The Supervision Of QRS lOi�r PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. w No. 36637 c 760-A S. ROCHESTER AVENUE * Exp: os -3o -os ONTARIO, CA 91761 PHONE 09 937-9151 OFCAL�F Date RCE 3663 EXP. 3(Y-66* WENDELL L. I WA TSURU CITY OF FONTANA, CALIFORNIA PRI VA TE S T REE T /MPR O VEMEN T PLANS DRAWN BY NO VA RA AVENUE SCALE: MVA/CV STA. 10f00.0 TO STA. 16+38.10 ASSHOWN_ DESIGNED BY DA 7E. - GB - 16874 FEB 2005 CHECKED BY jwwAP OVED BY 03- �<. DRAWING NO. 7 gl SCL mr 3933 13 Q TY ENGINEER R.C. E. 51152 DATE J:\126-2005\streets\.st07.dwo. 1/31/2006 10:36:52 AM. E