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HomeMy WebLinkAbout2673-6. E AA� .4 • aOn.p.•aa..+.a aa.+nor PRESTWICK WAY f ... `. a.cxm_arxm.vxm 11 10 O Q Lor Lor NO, DESIGN ``4I51 U/LT" TR156.83 _1 6 /0 74 24 7 /07L8/ 6_ //-BOO -t- l l TR 15683 -2 14 f/ 747/ 17 !2 -rz 08 /271 I2 /2 ¢4.3. fl +30. Is 10 SHINNECOCK .LANE SEE 5H7 3 ,O' .uraama..rxme+rxme.rx ...rxm 1 1- 5 r C\I 00 OD (0 ( 6 ID w I ---12: I— (010 — • Q ,, L:78.26 16 L=44.43 12 MERION LANE MIS SH;T. (ivGHT) N 0 N '7 0 I 9 13 17 10 A/ 29/ 29/ 39-°2 11 *Si w 9 / fw t\1 Z 5 00 N ��O on 11 O a0 4 - 7= 87.9 L=40.00 L=40.00 7.. 6 15 14 13. PRESTWICK WAY CONSTRUCTION NOTES= !INSTALL 8' ..X7 -r.,4 sne�,vifr VC•P sew •CONSTRUCT PRECAST CONCRETE MANHOLE PER STD. DWG. NO 112. C I.D.= 48'). INSTALL 4' V.G.P. SEWER LATERAL PER CITY OF STD. DWG. NO 125. CONSTRUCT PRECAST CONCRETE MANHOLE PER STD. DWG. NO. 112. C I.D.= GO') E/e - CITY OF FONTANA FONTANA CITY OF FONTANA L., regA,(a c vMD To leMAI OLes SHALL. ,BE CoNsTicz/CTEO f'o1CG/TY 3TD. DW6.. 1llD. I/¢, _CASC V/. m....cxm.vxm...cY-e...rxm...rxm.v,c..im.arac t" -r. --`mak ��. V7)1� n} . M 55 � •1-v )G0 0 e0 NC) 11 PLAN V= 40' 0 10 20. 30 40* 4.0 80 120 � X X O° -i 4, % , 61911,/ a�no�-464.71 I / 7 ma..rxm �'im m...cacm.+racma.r_xm 10 0/ • (/ 11 r-..._- _m�axaarcxm ._+mwcaoa.a+cac.._. ,. -.• 12 TR 15683=2 7 `61./ 10 11 9 __LL=22.46 3239 35.31 L=9.76Li�" L_33 .62 . 3 12 13 9s 9436' • --- ?4o L =27.397-- I r L=45.00 L=9.36 35.64 62.07 ALLEY DRIVE E s'Y?= 3 20 THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OR INFORMATION. COMPILED AND FURNISHED SY. OTHERS. THE ENGINEC-R WILL NOT SE RESPONSIBLE FOR A ERRORS OR .OMISSIONS WHICH HAVE BEEN INCORPORAMOMYTHE DOCUMENTS AS A RESULT... • 19 0 0 17 PRES-I-WICK WAY MERION LANE 15 0.fit 40' • MER1ON LANE TR.Na 15683-2 LOT 20 7 19 8 1/7438 9 /14 10 PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR; MHO PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 -POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 BENCH MARK: RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: BASIS OF BEARINGS: THE BEARING OF N89°30'06" ALONG THE NORTH LINE OF SECTION 30 SAN BERNARDINO MERIDIAN, AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 58,PAGE 5 OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP CITY OF FONTANA, CALIFORNIA wergtor 4-tV 4/03 71 n1493 REVISIONS ENGR'S APPROVAL DATE CITY APPROVAL DATE 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 J. MADOLE R.C.E.14814 DATE DRAWN BY: DESIGNED: CHECKED: SIERRA LAKES TRACT NO.,15683 SEWER PLANS PRESTWICK WAY, MERION LANE) AS SHOWN DATE: -JOB NO. 826-1163 tdoxt CITY ENGINEER R.C.E. 25126 • DWG. NO. SHEET NO 60F8 J.N. 826-1163