Loading...
HomeMy WebLinkAbout4314-733+00 4+00 5+00 SEWER MI -I RIM=1013.76 1) INV= 1007. 5 I 1 10" E --W PP "4088582E 12KV i (SCE) (ADELPHIA) (SB(-) il SEWER MH RIM= 1014. 24 1 NV==994. 74 33" FLOWS W 6+00 7+00 ST. STA. 267+53.37, 35. 97' LT ( JURUPA AVE) STA. 7+96.01 END 30" RCP, LATERAL JI ,.-.,, (SCE) (.ADELPHIA) (SBC); 1`o1E72S 121'.' - - >CE) (ADELPHIA.; `.SK) ST. STA. 267+64.41, 35.97 -LT UJURUPA) n W=28`91 V=4. 5' , TC= 101 2. 93 °J "4088580-'E 12KV (ADELPHIA) (SBC) PP *14088579E 12KV (SCE) (ADELPHIA) (SBC) r' PP *6618641 Ilr-?v PP 114088578E 12KV (SCE) (ADEL 3C) (SCE) (ADELPHIA) (SBC) LEGEND _______= EXISTING STORM DRAIN PIPE - PROPOSED STORM DRAIN PIPE EXISTING CATCH BASIN D PROPOSED CATCH BASIN PP "4088577E 12KV (SCE) (ADELPHIA) (SBC) -- _ !V OHL _ -- _-_ 4�. ,1 _ - - - --_ ------'--- - - - -- - --- - - - - - - - C �7)2 ,� WMIZ WM N N lf) / (FON-A.NA) Itis +J P, '4088583E 12KV NRW 72 N „W - NRW- NRW NHda PJRW - NRW IvRW—__.__. _ - 14,4ti. -- v4 P 11 G _ 33' S,,04 Q (SCE) (AC)FI_PHIA) (SBC' IU NFtW N Cl ---- 4(FO—NTANANW~------------------- - ---- ~ + --- W ------ 26$ - -- ----•__------�-------- ----- ------------------------------------ s-- — _ ?34 265 267 269 2 0 27 1 274 -- W - „ - -- -- - :>--- - -- Vr v tw a4 ra --- - - - - — - -- ;"1 -- — v'� -- -- W _ P� - --r. _ y _ --- - - - _ —_ - - - - - _ _ - lag W _- W Z IO' WATER IO" WATER E -IU WATG R SEWER MH j ) ANA 10" W='' - , W (F `4 r - _._.v�_J -- S WE R MH WE R M`H / -_ — R -I-A4= 1 0 1 f : (, / _.. co W AVi-t WATER; (FONTANA WATER) -- RIM=1016. i9 R+M=1016.6' 0 WATER) INV= 1011c?9 /' (FONTA Wit ---- Z W J r (F NTANA W 10" FLOWS W _1NV 1.009- 19 INV =947, S8 __ JURUPA FLG�'h'S W LAW; W _R MH _ J WAVENUE 12 -KV U/G `lIM E __- - - R 1 M 101 8. 8C I Q I = Q-_ _`; -1 L. i :;�--�.., F>Ey - STLT=-1,gW, , i2KV ,Ji C, �.,, _ _ - _ _---_ f t�t�`i _ _ - -- _-_ r NV.=9�J9. 17 c CE) (" STLT 33 E - i - -- W _LLJ - __. - 00 LL \-INKY U/G E U/G - — {SCE) _-- SEWER MH / 1 ry- RIM I 0 `,.- 46 1 INV=996.16 I O u CL ' — U 33'' F 1 r,- + 01-1 ST. STA. 264+1 1.94, 29. 26' LT (JURUPA AVE) 8 1 p r --- = LL STA. 4+93.53 END & LATERAL JI , Ln N N M O � 0 rr l 00 F-- + -+ (n X CONSTRUCTION NOTES CURVE DATA 102" RCP �; ,� ZV' 72 CONSTRUCT 30" RCP (D -LOAD) PER PROFILE 80 CONSTRUCT MANHOLE PER SPPWC STD. NO. 320-1 No. A R L T © 29° 59' 51 " 22. 50' 1 1. 78' 6. 03' a cn — w ow V) II --3V) 80 81 CONSTRUCT MANHOLE PER SPPWC STD. NO. 321-1 gg 85 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3004 SCALE IN FEET 88 REMOVE EXISTING BULKHEAD AND JOIN PIPE 0 40 80 120 0 O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supery I s 1 on Of CITY OF F O N TA N A, CALIFORNIA via SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT o�.n.,`#b,E,� of Ess JURUPA AVENUE STREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL cE3 WILLIAM OILINGZ DRAWN BY: SCALE: DIAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �' No. 5715 MM DRAINAGE & UTILITY PLAN 1 "=40' HDR ENGINEERING, INC TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO gyp9-30-09 DESIGNED BY: DATE: , BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS T I ONS CIVIL ,'� BJS STA 262+40 TO STA 274+40 12/5/2007 2280 MARKET STREET, SUITE 100 YOU DIG You DIG 'rF o�� AND STANDARDS IN EFFECT. ?` of cAvF CHECKED BY: APPROVED DRAWING NO.: 173/1 RIVERSIDE, CA. 92501 TOLL FREE 1-800-227-2600 �r �,�4 Date :12/5/07 F� f,li(ti' Z ®3�z6�0�1 951 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WF Y l� 4 3 1 4 CITY ENGINEER R.C.E. 51152 DATE: 247 \\ora—filsrv01 \ustnproj\200093\003\project—drawings\drainage\200093i19.dgn 12/12/2007 7:51: 44 PM DFLTUSER