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C) r•-) — PROPOSED 8" WATER I /(_i__ rzr .1 TYP BY OTHERS C3 "4- t,-...7 P I Nkl 1 N /EXISTING R/W 91 \ 1 I -PROPOSED R/W 84 83 cs rn = 4- c4 --1 ....---() 82 C) 81-PROPOSED R/W 80 Ci -I- M 0 ...... ./7,-,-.4. --i 0 t // i / co,\=0,1_ PROPOSED 8" SEWER PER CITY DWG. NO. 3609 FUTURE 60" STORM DRAIN BY OTHERS ..4 _ 10+00.00 BIDWELL LANE= 41 a %ID • — — — — — - _ — _ ....... : i -ci 19+17.65 PETAWMA DRIVE I alv c.,111.j11" T,) ii-)- BNI ! i=I 2- 1...........,15+07.66 CL BID WELL LANE= .. 10 .... 27+35.04 CL JUNIPER AVENUE 92Illibi. . . 118959'20V 11 230.0ff -...i- 12 1.3- N8959'21AV 14 230.00! _ 1 - , Ifil) _ 10+00.00 BIDWELL LANE= 0 1 to it_f_f -c, 0----1 1 0 1 1 1 0 1 r 's-: cc, 19+17.65 PETALUMA DRIVE I 0 4", 11 I CL MH i 9 I _ ;_..., . • - 1,5-..\.- t 1 -1,7=1 _ _ _ — — - - — - - — 113j / \-PROPOSED R/W 1-PROPOSED R/W -2--- -)j.: ixI I4 93 1 ,p2' I nr i 73 74 75 76 77 78 79 IR. 4' 1 Ni30' 1 12' 20" 20' 12' sr* 12' 1Ppi 1 1 ' CONSTRUCTION NOTES ___I i___L- 1-- F (...) I C) 0 II 1 5' (;) 4, ( CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN TYP 1. lip11 _ ...., 1' I is 1 0 CONS-MCI,. 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 BIL)irivELL LANE . 0 CONSTRUC 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER pEi-ALumA DRivE JUNIPER AVENUE CITY STD bwc NO. 125 (SEE GENERAL NOTE NO. 30) SEE SHEET 5 SEINER LATERALS TRACT 16572 LOT NO. DESIGN STA. "AS-BUILT" STA. BACKWATER LOT NO. DESIGN STA. "AS-BUILT" STA. —BACKWATER YES NO YES NO 73 10+54 X 83 12+00 X 74 11+19 X 75 12+15 X 76 12+35 X 77 13+00 X 78 13+53 X 79 14+51 X 80 14+46 X BASIS OF BEARINGS: 81 13+86 X BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE 82 13+05 X BEING NORTH 0000'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN -, MAP BOOK 300 , PAGE 59-62 , RECORDS OF SAN BERNARDINO COUNTY. : c_..) ix Ni- Prepared By: _ CITY OF FONTANA, CiALIFORNIA cz, REV. REVISION DESCRIPTION DATE ENGR. CITY DATE (z) ORIGINAL BENCHMARK c., 0, D SHOUU) CONSTRUCTION OF REQUIRED ,, ,. 9 ESs4/041 (<, T.... IMPROVEMENTS NOT COMMENCE WITI-IIN PREPARED FOR: CITY OF FONTANA BM-361 R.R. SPIKE IN PP NO 1536697E AT THE SW CORNER uE'AND SULTANA AVENUE. 1 _. i ALLAFID ENGINEERING .......r Civil Engineering - Land Surveying - Land Planning 0 S'' H SEWER IMPROVEMENT PLAN Two YEARS OF THE DATE OF APPROVAL OF BASELINE AVEN ..(Itt.lCE DESTROYED 0 DRAWN BY: SCALE: YOUNG HOMES ELEVATION: 1365.01, ._ 8253 Sierra Avenue -:i 4.' It_ WNW: SHOWN HEREON AND CARRIO)FORTH IN A Fontana, California 92335 c.., AE TRACT O. 16572 I , .... ___.1 _WORKING 10370 TRADEMARK STREET w No. 43976 ',I 1 o DILIGENT WtNNER, THE OTY ENGINEER MAY BENCHMARK 09) 556-1815 Fax (909) -1795 1 .3ir.,,, Expr. 6/30 05 ,.‘,,i..; DESIGNED BY: DATE: 0 DIAL i .27 REQUIRE REVISIONS TO THE PIANS TO RANCHO CUCAMONGA, T.1N., R.5W., S.BM.-2" I.P. ci.) . DEA SEPTEMBER, 2004 '11/ Iii:',.., .1 pAy,?u DIG CA 91730 SW CORNER, C it 143(60 4- 4 BID I. LiANE 'PPR . I-BY.7 DRAWING NO.: 7 A i-42 YOU DIG 1.1,-,:::.1 Y BRING THEM INTO CONFORMANCE WITH (909) 291-7600 WITH BRASS CAP C SE 5:11.3Es44 AT THE INTERSECTION OF //... CI)/11.- .?.. CHECKED BY: I' ¢ '27-2600 CITRUS AVENUE. David S. Hammer, R.C.E. 43976 Da e AL‘C 131...Aml / .. ..... !P.!" Y,di7 1 ill • -( -(5•611 0 ,-- , CONDMONS AND STANDARDS IN EFFECT (expires 650/2(1951 _ ., 4111. R.C.E. 51152 3608 1-- TOLL FREE -:1' '''` I.---800.---21ICE ALERT BASELINE AVENUE A-N-1::: ELEVATIOtt 1395:16 0 EP A PUBLIC SERVICE BY UNDERGROUND S CITY k E ' SEWER\INTRACT\16572-S07.dwg cl.. . Filename: M:\dwg\15916\final design\