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HomeMy WebLinkAbout3085-7ALE: I 40 E- I I Nil 0,4 S � o o"si95 . Cd- P4 96 97 98 Or +- 2 r a STA 14+25.82 - MEDINAH ST. CL MH #103+g5 Q r S8.41 __.__..____. � - -- ___ _. __ _� _ _ D � ,115 �. � • � , , { PROF 'WATERSTREET CL INTERSECTION 92 S' STA 10+00.00-REDLANDS LN s Y = STA 14+20.71 - MEDINAH ST. 91 .3 s 90 4 TYP) v 89 3 a MEDINAH ST. d SEE SHEET 5 H CONSTRUCTION NOTES lO. INSTALL 8" EXTRA STRENGTH V.C.P. SEWER O2. CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (I.D.=48") 4�. INSTALL 4" SEVER LATERAL'PER CITY OF FONTANA STD. DWG. NO. 125 BEDLANDS LN 94 a CQ qk riECORD DRAW \.4 ._ THESE PEMQrrs r)POWINGS HAVE BEEN PRFcbf?r't . PART, ON Tr+E RFtis or INFORmAT+ON COQ+f r � FURNISHED BY 0 rHFPS. THE ENGINEFF RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WK()H HAVE BEEN NCORPORATED INTO THE DOCUMENTS AS A RESULT T"EREOF. SCALE I N FEET 80 ©T7 R� \ai•l•A•l•i� 0 111 r 1wA = STA 17+07.24 MEDINAR CL MH #13 A� �Qr DIAL YOU DI - BEFORE ,� STA 10+00.00 -RED HILL CT = STA 17+02.13 - MEDINAH ST. 1 84 MEDINAH ST. 0° j 83 SEE SHEET 5 + t F t P i I t 85 E"� y ,���r. 1 86 F� _f • f _ T. F; t = N 2'02'22" W v= oo : s ;, - � �2 25 ,.> r _ Z3g'32, T�8 PRTER OP. i -�.,_. ... ^' QD x .. _v _ _. 82 x { 81 79 80 78MEDINAH ST. SEE SHEET 5 RED HILL CT DAZE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 1 3 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. RUM mm w 615 RMAOAD SPMCE AT OfERSECTION OF CRRUS AVE. AND LOS CECROS AVE.. IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE. I&MATIM 1467.59 STA 12+3: CL MH #1 2 LOT NO. DESIGN "AS BUILT" BACKFLOW 78 10+52.97 YES 79 11+06.10 YES 80 11+21.89 YES 81 11+84.65 NO 82 11+98.08 NO 83 12:+28.11 NO 84 12+13.00 NO 85 11+68.22 NO 89 10+52.46 NO 90 11+03.00 YES 91 11+16.82 YES 92 11+82.30 NO 93 12+16.89 NO 94 12+20.05 NO 95 11. +'93.50 NO 96 11+24.60 YES 97 11+08.43 YES 98 10+49.47 NO S CF OEAMOM n BEARING OF NW30'060E ALONG Na LINE OF SEC. 30, T.1 N..R.SW., r I. PER R.S. 58/5. WAS USED AS BASIS OF T SIERRA LAKES SPECIFIC PLAN Z Pi eWd Under The Supervi. w Of PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH U FE T , STE 107 DRAWN 91I: RANCHOP a E (A 9 9�CA 9M DIS DES= IM. DLS to: �' LY nZ I OECIQ:D By, CITY OF FONTANA, 'CALIFORNIA ~ SEWER PLANS TRACT No. 16175 CA sxoWv JMDLANDS & RED HILL CT MIL.Br I Dw►TwG No.: 7 I TY ENGINEER R.C.E. 11 2 DAA 3085 7 - J A826-1176\Sewer\sht7.dwg, 04/24/2002 01:40:08 PM, of