Loading...
HomeMy WebLinkAbout3433-2PROPOSED R/W a FUTjRI EXISTING 200 WATER o GUT +. C\L STREET `L FUTURE 6r ORM RAIN_ —--- —5---.. FUTURE SIDEWALK PROPOSED R/W "N MO -331-0 CURVE DATA RL T A 60'01'270 45.00' 47.14' 1 25.99' TOLL FREE `r 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION RECORD 1_2R4 W11/G ADAMS LANE V�z' / DATE I ENGR.I CITY I DATE 61crc GARFIELD DRIVE FUTURE IMPROVEMENTS 60' 30' 30' GW19CCA 4/ / 20 40 :1 ( IN FEET ) 1 inch = 40 APN 0 Zw .. Cli EXISTING L STREET I///////dJ�J_ii/,1ir�ti!//ii///i//Oi/.►�'ii//ice/ .1 X01 1=20riaw��»rim7w��i'`"0iW p •' :. .....:. -. -. .: ...-:r"' •',' , 1 LOT "D" � `ti �-. --+yam _ - + ----- EXISTING 5' AC PER CITY DWG N IOROPOSE 8" SEWER EXISTING R/W FUTURE SIDEWALK ER CITY DWG NO. 3538 EXISTING 8" CURB do GUTTER z 36 34 33 32 31 N LO 30 °° , V EXISTING R/W J N I PROPOSED 420 SD �" " N IMSMG DETENTI N PER CITY DWG. NO. 3539M'04CL to �r o— oto io o �-� SHOULD CONSTRUCTION OF REQUMED 00 OVENEM NOT WITM TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FOS'!7i IN A DaJGENT MANNER. THE CITY ENGEMM MAY REQUME REVISIONS TO THE PLANS TO BRING MEN UM CONFOEXAMM WITH CONDITIONS AND STANDARDS IN EFFECT L01 LO SULTANA AVENUE - Z7- RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not 4e responsible for any errors or omissions •ch` MT corporated herein as a result BASIS OF BEARINGS: q THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS DATE N89 -59'420W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. _ PREPARED FOR: The Stratban Groep 2201 Dupont Drive, Suite 300 Irvine, CA 92612 (949) 833-1554 ext.226 (949) 833-7853 BENCHMARK CITY OF FONTANA BENCHMARK NO. 361. RAILROAD SPIKE IN NORTH FACE OF POWERPOLE NO. 1536697E AT THE SOUTHWEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE ELEVATION: 1365.01 �oQofEssro,� yQ�°PCO a Q No.43976 m ¢ Exp. 6/30/07 Prepared By: a ALLARD ENGINEERING 0 Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 356-1815 Fax (909) 356-1795 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) aF CALIF 160 oHAN� 0 II II I I EXISTING 21 x150 C.M.PA. FUTURE STORM II I I PER CITY DWG NO. 1290 BASIN II 11120' CONSTRUCTION NOTES 1 INSTALL 660 RCP STORM DRAIN (1600-D) 2 CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1 3 INSTALL BRICK & MORTAR PLUG PER DETAIL SHOWN ON SHEET 1 4 CONSTRUCT MANHOLE PER APWA STD. 322-1 5 REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY STANDARD NO. 131 6 INSTALL 420 RCP STORM DRAIN (1600-D) Q<OFESS/o CITY OF FONTANA, CALIFORNIA S. ",qM`F� STORM DRAIN PLAN c% DRAWN BY: TRACT N0. 16271-1 SCALE: 0 w No. 43976 m AE D Y -LINE 1 =40 * Exp. 6/30/05 * DESIGNED BY: SUL N AVENUE DATE. 2004 �9T O 1 V I R�\P CHECKED BY: APP VED, BY DRAWING NO.: F OF CAL i E ml ' CITY ENGINEER R.C.!.51152 3433 3 FILENAME: M:\DWG\12908\STORM\DRY PIPE\16271-11