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HomeMy WebLinkAbout2682-11N.. N 0 • c0 c0 cO 0096__ -- • N.:.. �_ tn 0 EXIST _9. 00% co • ..+ co + -0 .:• Z', +: K cr HORI=Z: :VERT := :1_ _.4.!.. • 86 00 87+00 z H w w A_P_N_ 22G-092-03 w 0 n_ n_ X EXIST GUY A_P_N_ 226-171-29 CONSTRUCTION NOTES 13 88 00 89+00 PROP. EP EXIST ;'R EXIST PP #NONE 90+00 A_P_N_ 22G-092-02 CONSTRUCT AG PAVEMENT OVERLAY 0.125 FT. CMIN) SAWCUT AND REMOVE EXISTING AG PAVEMENT 14 GRIND EXIST. PAVEMENT A5 REQUIRED 16 CONSTRUCT 4' AG PAVEMENT CMIN.) OVER COMPACTED NATIVE MATERIAL. (SEE GENERAL NOTES 27 4- 28) 89 PROP. R/W 21 A_P_N_ 226-191-18 PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. GLEN CROSBY 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA. 91-768-2641 PHONE: (909) 802-1100 FAX: (909) 802-1111 REV. TRACT 50' 91+00 EXIST PP #NONE PLAN 1"= 40' EDWARD AVENUE FUTURE STREET LI V O O G�000 811 / Pe. 52 MMOT REVISION DESCRIPTION COR 92+00 / FUTURE R/W 93+00 EXIST EARTH SWALE EXIST R/W 9°.:4Q'.: EXIST SAWCUT A-:: JOIN: LI PROP 2:1 CMAX) SLOPE -J DATE ENGR. CITY PROP. R/W 20 A.P.N. 229-192-01 94+00 95 RECORD DRAW' ' ?SE RECORD DRAWINGS HAVE BEEN PREPARED, IN f ' RT, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF i VI' LJE 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. 00 96+00 A_P_N_ 22G-092-01 EXIST PP #NONE 5. 'ROP_ 97+00 fl �O �o N 11-1 v C. Z Q X Ow i Z 90 FUTURE CG ti PROP. R/W PROF EXIST PP #NONE 98+00 O 33 O4 — IEP v A_P_N_ 226-192-15 SCALE IN FEET 40 80 120 160 BENCH MARK: # 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE.. IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 BASIS OF BEARINGS: THE BEARING OF NB9°30'06"E ALONG THE NO. LINE OF. SEC. 30. T.IN., R.5W., S.B.M. PER R.S. 58/5, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. Prepared Under The Supervision Of: PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. OF THE INLANI EMPIRE 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA. 91730 PHONE (909) 948-1311 Date:?4(O/ �.M. MADOLE R.C.E.14814 EXP.3- 1-05 n_ wq w 0 ,Z Z t1_ v 0 0 °- c_) O n< - n LI Z1- � Qnc O w� O0 L9 N tr 826-1163 FUTURE G PROP. A_P_N_ 22G-192-18 DATA 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 8°31'52" 269.65 40.15 20.11 N 81°47'23"W 40.45 CITY OF FONTANA9 CALIF°SIA STREET IMPROVEMENT PLAN DRAWN BY: M.N.S. DESIGNED BY: M.N.S. TRACT MAP NO. 15808 SUMMIT AVENUE TA. 6G+00.0 T 98+00.00) SCALE: AS SHOWN DATE: CHECKED B APPR ATE: -It!. .CITY ENGINEER R.C.E. 51152 EXP. 9-30-0.1 DRAWING NQ_ 2G82. 11 16 *P40* SUMMIT AVENUE SHEET 11 - 21 [0, 231] PF: 1154 7480 08 -Apr -01, 02 18 PM / 82641154-1 DWG. DATE: