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HomeMy WebLinkAbout3159-7137 WILSHIRE DR 20 20 1 1 5 54, AVENAL PLACE SEE SHEET 8 1 R,EC(,JRD DRAWING 1 xZESF, 10 oi;i- : "AVE AVE £TEEN P --l' d PAR , BASIS OF � � 0',lfVr ON Ci`}'X ; FURW, 9Y 011-,1 RS, THEE EtlGINEER WR., RESPO . ' E FO a ANY ERtFlORS 08 0MIS8> ;. 7H I HAVE E �ZOBAT EO ]INTO THE DOCUMENT � , v ,�5 A RESULT - �, SCALE IN FEET 0 40 80 1 BRENTWOOD PLACE p O REV. REVISION DESCRIPT1aN 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE ENGR. CITY DATE 1 CONSTRUCTION NOTES 1D CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (I.D.=48"). 2O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER PIPE 3O INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125. 4O INSTALL BACKFLOW DEVICE 5O INSTALL 8" D.I.P. SEWER PIPE wOr, w� 3 d Y SEMINOLE WAY SEE SHEET 5 40 SCPLE 1 3 r W WW J= O co Z W Ill W � DELTA/BEAPoNG RADIUS LEN./DIST. TANQENT D 35-42'13" 305.00' 190.00' 98.20' f - 8" VCP SEWER PER SHT. NO. 5 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. BENCH MARK: #8-17 CALTRANS BASIS OF BEARINGS: "AS BUILT" BRASS CAP IN CONCRETE S.C.E. TOWER LEG, 343 N 0 HIGHLAND AVE., 0.20 / MI. W/O SAN SAVAINE RD. , 2.65 MI. THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 26, T. 1 R. 6 W. SAN BERNARDINO MERIDIAN SHOWN AS 19+39.17 W ALONG HIGHLAND AVE., FROM SIERRA N89 -37.36-W ON A MAP FILED IN BOOK 88 2 AVE. FI FVAllQN- 1428.6090 PAGES 36-42, INCLUSIVE, OF SURVEY, RECORDS OF SAN BERNADINO COUNTY YES 3 Prepared Under The Supervision Of Q PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 20+73.59 DRAWN BY. No. 62183 N rn Exp: 9-30-05 �9TFOFCq � ���\P 10601 CHURCH STREET, STE. 107 RANCHOCUCAMONGA, CA 91730 PHONE (909) 948-1311 Date : �' 2Z'd D.L.S. DESIGNED BY: S. CHECKED B 6 E.F. C R.C.E. 6218J EXP. 9-30-05 LOT NO. DESIGN "AS BUILT" BACKFLOW 1 19+39.17 YES 2 19+59.17 YES 3 20+53.59 YES 4 20+73.59 YES 5 21+64.75 NO 6 21+84.62 YES 7 22+64.83 YES 8 22+84.63 YES 9 23+56.75 NO 10 19+51.71 YES 11 19+71.71 YES 12 20+61.71 YES 13 20+81.71 NO 14 22+61.73 YES 15 23+35.85 NO 115 18+03.71 NO 116 17+29.78 YES 117 17+09.78 YES 137 17+06.06 YES 138 17+26.06 YES 139 18+06.71 NO CITY OF FONTANA, CALIFORNIA SEWER PLAN TRACT NO. 16095 WILSHIRE D &BRENTWOOD PL -7 BC Y•Zs•Oz J:\826-1171\sewer\sew7.dwg, 07/16/02 04:12:20 PM, cb