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Home My WebLink About2757-334+00 35+00 36+00 TAT NEL lgan Uri 1179 37+00 38+00 39+00 40+00 SCALE IN FEET 40 80 120 160 41+00 42+00 43+00 PROP. STORM DRAIN SEE SHT. 2 OF 11 DWG. NO. 2839 4- J 4— CID 2 LL1 p J co O m cD IFIAtT 188.0E1 T 4 PAlf114 8 11 AM 12 !o LCD /;" RN /Cl/ CONSTRUCTION NOTES Oma, 3S3° 2 R, 4402c9. 4,04: (,) &.)1,0 fb N CO W - J J CA Q 3-‹ w M. H Lf7 MM CD + CD H J LCD LLD Ln 60' T 44 00 PROP. STORM DRAIN SEE SHT. 2 OF 11 DWG. NO. 2839 45+00 TF1ACT NEL 181-11,10 Uri 14 46+00 W CATCH BASIN DETAIL N.T.S. 41+50 GB SIDEWALK TW=40.77 TW=41.17 42+50 GB SIDEWALK L=182.46 83.80 1565.12 36 .52FL. 38:9OFL �_T -94/, ��Oi/ ,G r -yam ,.�''1-c?C-c-- -,``,''tom,. CONSTRUCT 6 1/4° A.C. PAVEMENT (MIN) OVER 12° COMPACTED I' N 89°40'49"E 43 4 0 2 BT: C / 6iFS 36 52FL 39.5.7•TC 38 90FL\ (SEE GENERAL NOTE 27 & 28) O CONSTRUCT B° CURB 6 GUTTER PER CITY STD. DWG. NO. 1003. 30 CONSTRUCT 8° MEDIAN CURB PER CITY STD. DWG. NO. 1003. © CONSTRUCT 4° CONCRETE SIDEWALK PER CITY STD. DWG. NO. 1015, W=PER PLAN. © INSTALL STREET LIGHT (SCE #20) 22,000 LUMEN HPSV, PER CITY STD. PLAN 1016. CDs CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 121. W=PER PLAN. 16 CONSTRUCT RETAINING WALL PER DETAIL SHEET 1 OF 10 1565.12 TERIAL ADJUST MANHOLE TO NEW GRADE Con/STRUcT CcvVrn4ERC/4L DR/VEW,4'/ PER C/ TY 5TD. /005 Q . W= PER PLAN FiAE'r 1'.8.a, 1. Ifo DM la DATA 2.5' L_ m m cu 21' 4 - CJD --'C1) 39+50.00 C.L. C.B. W=21'; V=5.92' •-CATCH BASIN DETAIL NOT TO SCALE o, o JeD UM II Ln-. +04 C>7 II MD= SIERRA LAKES PARKWAY ... RECORD RECORD;DRJWIN.G THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN -'ART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. The ENGINEER WILL NOT BE RESPONSIBLE FOR ANY Egg OR OMISSIONS WHICH HAVE RESU1.TBEENPORIITQD Y�tro THE DOCUMENTS AS 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 REV. REVISION DESCRIPTION BASIS OF BEARINGS: THE BEARING OF N89°30'06"E ALONG THE NO. LINE OF SEC. 30, T.1N., S.B.M. PER R.S. 58/5, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN DATE ENGR. CITY DATE ADDED DR/VEWAy EoR Q.4LPN'S ,1311 /(o7/Z 5.14 111111•111. 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. Prepared Under The Supervision Of: PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA. 91730 PHONE (909) 948-1311 Date: J/( f 7,1 .M. MADOLE R.C.E.1.4814 EXP.3-31-05 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: J.K.D. DESIGNED BY: CHECKED B TRACT MAP NO. 15908 SIERRA LAKES PARKWAY STREET IMPROVEMENT PLAN STA. 33+93.17 TO'STA. 46+00.00 APPROVED BY:DRAWING NO. 'F.a-t;//,e 44A-'-"\ 4-0964 DATE: 4//9/0 / 2757 M.N.S. RCS FOA': CITY ENGINEER R.C.E. 5 i --E ^-ten-^1 10 SCALE: AS SHOWN DATE: 4/17/0/ *P40* CARTER AVENUE SHEET 3 - 21[0,231]PF: 1154 6603 17 -Apr -01 08:30 AM / 826-1154-1 DWG. DATE: