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Home My WebLink About4314-66_ 1 I i - __ i Q= 15. 0 CFS 1 I Q=5 00' CIF i J 95 ---+ - V=4° 8 FPS =0.7 FPS 1 II N �p �V ► I i {... 3 i - _ . I ' • I : may, 3 j Ln -- ; ___ . _ cy + V _ - 4 r N __-}- - , - __ _ I 5=_0. S 0.0072 ; . ; ; I I, et rn N- 008.. 1 , 1 F ( } 36 RCP - - !' ' 11 t Z I I i IEX- 66 - RCP I I �- > O - _ _ -- z z f 1 01 --- -- _ _ INV. (939. I) - } _..-y z I �._._._. _ _. - -- s-- - - .. U! f : i 0- ' W a- l� I It II i Of i f 93 h 1 93 r ; _t CL Of CL_� +1 { o IL ao - to __j I + O N O _ CF)d M O N _...__ Q> } CO- +I � 0+01 ^i- � '� N � 00 U O � U r } � 9 4 O O � O X O u7. o0 � _. - 1 - _. __ }_ +i - N co rn = r� I 1 i vy = . rn O - --- ---- -- .. _ _...-._ _ .....,... N Q'} CO - ln� N N 00 d i_..._ ( __.. 1__._._ __ - p �C ( N Q) N NCO _ �.. I l I p ►� b0 N . - r' ? 00 = ( i § } - p , - p M U 6l + c0 - --- - - - -. d' Z W 00 M �'' V - _ N � � N � Z N � � j-cr �t V � 4- � Z 1 m- r� w rn rn' rn rn- rn i I I rn Q rn- rn - �: o - _ Q O v l.� I Q C D (w + �fi Z (n Q O Q O Q O I Q O W C > C W Q CO 00 Z F- Z Z >W --1 >Z >w >Z I > >WL� �w (n -w 436 I- z m a,_w > > _ z w z z 930 - �_ I 1 , _ �- z w = z z m z m .._. ' ..... -- _ .... m w } - 1 - - - - -- - - - _. _ _ - L.__ _ V) - 1 CONST. I d I . 23 LF I - ___4.-- -�.._ __ _. ___. CONST. 57. 00 LF - - - CONST. 6.. 98 LF I } -- l - - ' --- _ICONS 28 LF 1._ I_ OF 48" RCP 1 CONSTI _ 45 76 LF _ ' OF 19"X30" RFEP OF 36" RCP ! I I 1• - -- - _ 1 _ _ 1 11' T t ; 1 0 148 RCP (D-1300) OF 48" RCP (D-2000) -- - - - -- -t - I - - I CD 1300) - I (b- 1300) 4 LATERAL F2 -- - -_; ---; -_ . , r LATERAL F� LA1�ERAL F4 1+00 2+00 3+00 2+00 1+00 2+00 LIVE OAK AVENUE . STA. 2+84.78 87 i END 48" RCP ' LATERAL F2 ST. STA. 1 1 +02. 58, 25.00' RT(. INT (LIVE OAK AVE) 91 i I =STA. 2+37.36 INT LAT F2 i !, jl-+00. 00 INT LAT F3 & F4 PIP PP 112101648E 12KV/661Kv STA. 1+02.00 I - I �� I (SCE) (AQEEPHIA) BEGIN 24" RCPT I 16" WATER LATERAL F3 i ;I ' it (FONTANA) i 5' ;TA. 1+02.00 i EGIN 36" RCP j LATERAL F4 PP #4089'83F 12KV R=F952.37 1 06 1 I 1 Nv =94 I . 61 5 ST. STA. 1 1 + 1 1 ; 50 � CB (LIVE OAK AVEII 11i ST. STA. 1 1+08. 50 CB (L I VE OAK AVE) E• CURVE DATA No. A R L T OA 460 04' 59" 22.50" 18. 10" 9.57/ © 46004"59"1 22.50' 18. 10, 9. 57' PP #1917033E 12KV (SBC SERVICE/RISER) SEWER MH RIM=952.95 INV=946. 60 12" RCP SEWER MEI RIM=953 67 C0NTR'ACfOf SH-4-L-L-1 VR F LOCAT J O1 A E.LEjVAT ION OF ALL EX 1 G UT'I ---1 T Pk I OR T®_ dO STRUCTiI OPV SCALE HOR I Z: I " = 40' VERT: I" = 4' CONSTRUCTION NOTES 73 CONSTRUCT 48" RCP (D -LOAD) PER PROFILE 84 INSTALL CONCRETE COLLAR PER SPPWC STD. NO. 380-3 85 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. PLAN 3004 86 CONSTRUCT 36" RCP (D -LOAD) PER PROFILE 87 CONSTRUCT CONCRETE BULKHEAD PER DETAIL SHEET 62 91 CONSTRUCT MH STRUCTURE PER SPPWC STD. NO. 322-1 95 CONSTRUCT COMPRESSIBLE BLANKET CROSSING PER APWA STD. NO. 225-0 los CONSTRUCT 19"x30" RFEP (D -LOAD) PER PROFILE W=28. 0 , V=6. 3 85 S1 WE P MH t INV=94x.17 W=28.0 V=7. I �Q MANHOLE � f TC=952. 07 I - T; -r %: i Tr_n�� no PP #4089164: 12KV/66K'v .„,_n� �, RIM 953. ?_ 1 I 10" RCP r�..,� PP 4408a1712KV HDR ENGINEERING, INC 2280 MARKET STREET, SUITE 100 RIVERSIDE, CA. 92501 (951) 320-7300 ora -filsrv01 \u stnproj\200093\003\project_drawings\drainage \200093i12.dgn cam. TOLL FREE 1-800-227-2600 L A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Ir 12/11/2007 REV. REVISION DESCRIPTION 6:52:55 PM DFLTUSER DATE I ENGR. I CITY I DATE 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. Prepared Under nK //The Supervision Of WILLIAM5DUNG Z No, 715 a Exp._ 9-30-09 SATE CIVILo��,P OF CAS\F Date :12/5/07 SCALE IN FEET 0 40 80 120 CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STREET IMPROVEMENTS DRAWN BY: MM DRAINAGE & UTILITY PLAN SCALE.111=40' DESIGNED BY -DAM ®Js STA 178+40 TO STA 190+40 12/5/2007 CHECKED BY: APPROVED BY -DRAWING NO.: Z24 WF Y �� r4� y® �261C F 4 3 1 4 CITY ENGINEER R.C.E. 51152 DATE: rr �� vl�+c. 1 (SCE RIs Inv -------- EXISTING STORM DRAIN PIPE 17 °WATER (FONTANA WATER) I I um WATER ' I I MtGRKINcS I � ST. STA. 180+56.54, 3 I . 00' RT `� I NT (JURUPA AVE) 91 =ST. STA. 9+69. 00, 38. 79' RT IN (LIVE OAK AVE) -PROPOSED STORM DRAIN PIPE WATFR--, V5`h4�v �", j' I t 17K1i II/f`_ - -1+00.00 � INT LAT F2 ---- A I^ _____ EX I ST l ,4lu" -CATCH BAS I N PROPOSED CATCH BASIN HDR ENGINEERING, INC 2280 MARKET STREET, SUITE 100 RIVERSIDE, CA. 92501 (951) 320-7300 ora -filsrv01 \u stnproj\200093\003\project_drawings\drainage \200093i12.dgn cam. TOLL FREE 1-800-227-2600 L A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Ir 12/11/2007 REV. REVISION DESCRIPTION 6:52:55 PM DFLTUSER DATE I ENGR. I CITY I DATE 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. Prepared Under nK //The Supervision Of WILLIAM5DUNG Z No, 715 a Exp._ 9-30-09 SATE CIVILo��,P OF CAS\F Date :12/5/07 SCALE IN FEET 0 40 80 120 CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STREET IMPROVEMENTS DRAWN BY: MM DRAINAGE & UTILITY PLAN SCALE.111=40' DESIGNED BY -DAM ®Js STA 178+40 TO STA 190+40 12/5/2007 CHECKED BY: APPROVED BY -DRAWING NO.: Z24 WF Y �� r4� y® �261C F 4 3 1 4 CITY ENGINEER R.C.E. 51152 DATE: