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HOWL Vzz W .............. . ... ............. 10+00 11+00 12+00 V--M--T.- 1ft- 4' 10+00 11+00 lz+uo GRANBC SCALE 40 0 20 40 80 160 TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1. — 10+00.00 CL ANGELICA LANE= 16+20.85 CL VILLAGE PARKWAY EXISTING RIW VILLAGE DARKtVAY a" SEE SHEET 2 82' CN Til V JI'Vel aA' el. a 4r; ' or lvr?100101 - ;W-,. 0, YES I NO 19 10+65 (CJI C14 ELDERBERRY COURT SEE SHEET 4 20' PROPOSED RIW PROPOSED 8" WATER PROPOSED RIW U-) C-4 04 19 o 11+67.46 CL ANGELICA LANE= N9h0'00"E N 04 CN 10+00.00 CL ELDERBERRY COURT PROPOS 8- SEAER—/ TRACT BOUNDARY EXISTING 12" WATER R1 10+00.00 CL BLACKTHORN DRIVE= 10+86.00 CL ELDERBERRY COURT ' 2 PROPOSED RIW "4- o l = Co _j 0 ELDERBERRY COURT SEE SHEET 4 46' 18' 18' 50 BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. I N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE AVENUE BEING NORTH 89*58'21" WEST AS SHOWN ON TRACT 16085-1, RECORDED IN MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE IM SHO CONSTRUCTION OF REQEMM BENCH IM M,ROVFJZM NOT C01MUCE M77M PREPARED FOR: TWO YEARS 07 nM DATE OF APPROVAL YOUNG HOMES CITY OF FONTANA BENCHMARK NO. 361. SHOWN MUM AND CAMED FORTH IN A 10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE DILIGENT JIAN= THE aff ENGU'V*M MAY RANCHO CUCAMONGA, CA 91730 NO. 1536697E AT THE SOUTHWEST CORNER OF REQUIRE REVISIONS TO THE PLANS TO TEL (909) 477-6715 SULTANA AVENUE AND BASELINE AVENUE. JGMG 77M, INTO CONF01MANCE WITH FAX (909) 477-6725 COMMONS MU) STANDARDS IN EFFECT ELEVATION: 1365.00" Dlq4 wlNr LLI I� IoW UNC I�--�Zo af PROPOSED 8" WATER 82 C-) '-I- LO OPOSED 8" SEWER 4 04 1 JCN N90*60'00"E10 ILO 0 -------- ------------- ------------ I ------------- T_ PROPOSED RIWY >_ cl:f PlUINUMS And km ( IN FEET ) I inch = 40 ft. SE WM LATERALS =ACT 1603-1 LOT NO. DESIGN STA. "AS—BUILT" STA. BACKWATER YES I NO 19 10+65 20 11+40 PROPOSED 8" WATER di 13mv CONSTRUCTION NOTES 19 20 I 2 I CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. DWG. NO. 128 C2) --CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER 7 T T 77 T',,T CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 7-ese Record Documents have be en prepared based on informiation provided by others. 'Frhlt Desion Professiona" has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions S. Lh a y be incorporated herein as a result cc NO. 43976 Z DAT' O CA F Of ESS / y Hq DRAWN BY. U.1 No. 43976 mDAIWF Exp. 6/30/05 DESIGNED BY\s9TF C V L o���� : DAIJWB CHECKED r OF L\ 0.1 � H M% A a CITY OF FONiNA, CALIFORNIA ar.WER IMPROVEMENT P]LANS TRACT NO. 16403-1 SCALE. 1"=40' ANIMUCA LAM & BLACUTHORN DRM DATE: FR011 EIDERBWY COURT ± 1W E/O OF ELDWESMY COURT APRIL, 2003 EIS BY DRAWING NO.: CITY ENGINEER3370 R.C.E. 51152 Filename: M:\DWG715908\SEWER\16403-1\SHEET3.DWG