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HomeMy WebLinkAbout4314-60CURVE DATA No. A R L T OA 90° 3 1 ' 45" 85. 37' 134. 89' 86. 16/ © 30° 00'00" 22. 50' 1 1. 78' 6.03/ LEGEND -------- EXISTING STORM DRAIN PIPE PROPOSED STORM DRAIN PIPE -__ EXISTING CATCH BASIN O PROPOSED CATCH BASIN ...... S CALE LATERAL C4 } - (D-2000) LATERAL C HOR 1 z I 40 VERT: 1 " = 4' 2+00 1+00 1+00 2+00 ST. 1 1 +50. 08, 6. 01' LT (CALABASH AVE. )CALABASH 87 STA. 15+57. 11 END 73"w X 45"H RCAP AVENUE ST. 1 1 +04. 70, 28.00 LT (CALABASH AVE.) STA. 1+39.54 END 24" RCP, LATERAL C2 ST. STA. 1 1 + 1 4. 00, 28.00 LT , 85 CB (CAI -ABASH AVE.) 33 r W=28.0' , V=3.47' zs TC=91 8. 80 080 ST. 1 0+85.1 1 , 6.34 LT STA. 1 4+92. 1 4 (CALABASH AVE.) rF0 ANA WATER:/ I INT. LATERAL C2 i I 1+00. 00 Z LATERAL C2 7 1 I 1 85 ST. 1 1 3+34. 78, 43.00 LT - CL CB ,CALABASH AVE.) A ST. 1 1+06. 74, 28. 01 ' RT (CALABASH AVE. ) STA. 1+29. 29 END 24" RCP, LATERAL C3 ST. 1 1 + 1 5. 22, 28.00 LT. 60" SD 21, ,31 � CB (CALABASH AVE.) 85 SOUTH RIDGE VILLAGE W=28.0 , V=3.74" STORM DRAIN PLANS 97 TC=918.67 BANANA AVE. SYSTEM ST. 10+85. 08, 6. 36 LT. (CALABASH AVE.) 80 STA. 14+92. 1 1 CL I NT. LATERAL C3 = 1 +00. 00 (L LATERAL C3 PP #897934E 12KV/66KV 61 (SCE) ;i ;N_ I STA. 14+62.28 EC S/W i RA I N / FL =9I 7, 39 / I DIA ^' S/Yv GR�f DROP INT PP #89791-,8E .2N;,. W=28. 0' , V=3. 48' P 14 02 12KV I _, =916 / S/rY DRAIN f U17. 1 �E;�Ai-;=; r'1 -11A; P. ��9� y37�- IzKV!b6KV STA. 1 +73. TC = 91 8. 2 2scE)A ELPHIA) ` 6- , , ;0„'W,ATER- - ct(_PHIA' SID MANHOLE � ST. 1 15+67. I3, 42. 88' LT CB 85 ` s/W DRAIN FONTANA WAT R` _ _L _f PF #.._KV/66KV - _ _ I I Ij F =9 7 2 - 1 W- 8 V-3 48' IU WATER ( F .A RISER) ? 1 tv4 ' r 7 7 1 f - - 3 -E p , E.� ns / �w � ��' � r- � : `�. TC�91 6.38 � O- - - --- -- 6' --------------------------- y - - - - - - - -- - - - - 97 Ito O ' __ ___ ______ -.� ______ -____ - -------------r - -----------J FF# ��M - - - - - - _ J 1, € # _ . J H i_ W .__._ ---------- : � L - _._. __._ -.-- _ - - , ", _..-_._.__r ;-, _..__- _.-. III _ 0H� _ {��{i tONL CE : i_ SHL __... ) - �C _ 6 wv 0HL { CNC_ - E U/G--TELEP14ONE t _. - _.._... __.. _ -'' -- _ .. _ _- _ . - W 1N - - _W _- ---- r _ _ _-_ ---- -- --- -- - --- -- -- t - --- w - - _._....wM t .. w __ - - w -� _� ---.. Vr - - W _ - tN da �1 ww� g .... --- - -' N ` - - _ G - c cel 1� - G c c-; A �p . uj f114 N U - - - t ',} F' NR 7 W N ------------ ---------------------- --------------------- -- _ _--- LU ---- - -----7777,71"------ -------- ----------- --- ----- --------------------------------- - _ ------ = 2,.M ---------------------------------------------- ---- TJ;f 07 108 - -109 I I 0 --- T I I l-'` 114 ' 1 ` 115 MA- I 16 117 WATER118 Lu C* 2 ch _ 112 113 - - 6 I � ON T ANA wATI! ON T` W _ -c M W - r. j- E E - � E ._ - i nn. - -_.---___.______ __Ft�A _-.---- �._ -_ __ _._______-_-___ _ ___ - WLu J ? , LT �C --- -- _ - - -- ,#I ��HL---------t;LtL--- _ -.;NL ._..y_._�•ONL-__ _-t31�E- _`__.��(,. - _ N.� .. rON,` ... _,..-.._� ._. _.._._.__..C�,� -0Nt CSI -ti.. _. -__: :�'iZ -_ ___ V TP Nps f -_ T - 1 `� - - - -- -- -- -- -- - _- _ _ --------------------------------------------- - - -------------------------------- - - - ---- ------------ - - 97 S s s �- �; Q � 36" FORCEMAIN - - - CONSTRUCTION NOTES I EUA , STA. 2+12.36 TF 533} 1 ST. 1 13+41.78, 43.03' LT R ER} i ( J - ST.- - I 1 5+94. 1 2, 30.97 RT (JURUPA O97 CONSTRUCT 73 Wx 45''H RCAP (D LOAD) ' _ i SEWER MH � i� � �r-E-; END 24" RCP LATERAL C4 uic T L1=�-T#��Ia f �-----� --------------------------------- _---_-------------------------------- -----------------_--_---------- EE PER PROFILE .� _ S _�_ ___�__ ______ _ -_ 91 24--_-_-- 7 I CONSTRUCT 24 RCP (D -LOAD) PER PROFILE Q i + i �' --- ss�C� '� r,�ANic�_.E_ __ t�C�RT kNA h'ATER� ' R(I =9 1 3, 19 ! NV v ER 9. RtN f( -MANHOLE \sS AANHei E -j 1 STA. I +90. 35 EC SEWER ANIia E .t`" _ �6 RCP FLOWS SW IM=915.64 R M=915.65 R 1,M=915.95 - 80 CONSTRUCT MANHOLE PER SPPWC 98 CONSTRUCT TRANSITION STRUCTURE PERI O O � P � �A=9 6. 65 r' � 1 V=9 1 0. 75 .' i NV 908. 25 SPPWC STD. PLAN NO. 340-1 ,� ; W ! I 1 I ^ 6 'RCP F aWs E '' j , STA. I +78. 57 BC `{� 7 afvc W STA. 13+ 17. 39 BCI RCP LawA w� RSP FLOWS N 4 STD. NO. 320- I I �. ReP N sEALEo 1Nv=909.'3 1 NV 90... 50 42 RCP 1 FROM W loo CONSTRUCT 24"x38" RFEP (D -LOAD) r �' j i �`�`Tv [-j STA. 1+00. 00 � LATERAL C4 _t,' y FRAM NE 42'' RCP FLOWS W lNv=910.07 85 CONSTRUCT CURB INLET STRUCTURE PER CITY O 1 , ; ''KV N`" ' TA. I +00. 00 LA j, RCP IN FROM S OF FONTANA STD PLAN N0. 3004 PER PROFILE W Z WSTA. � LATERAL C6 j ! STA. 14+35.72 (SCS-, 9I 1.45 I II i ST. 114+50.65, 29.02' LT (JURUPA AVE.)= 12+93. 55 RC N FROM N REMOVAL NOTES W I 98 ST. 115+68.00, 30.97 RT (JURUPA AVE.) STA. 12+68.49 87 CONSTRUCT CONCRETE BULKHEAD PER 0 NT. LATERAL C4 ST. 115+9I . 06 3 1. 97 RT (JURUPA AVE. ) DETAIL SHT 62 60 REMOVE EXISTING PIPE Z Q ! 2;, .��! A_72° 30' 25" INT. LATERAL C6 BEGIN 73"Wx 45"H RCAP I9K7 I B -24"x38" RFEP A=90 52 37 SCALE IN FEET j' B=24 x38" RFEP - C=2.53' 95 CONSTRUCT COMPRESSIBLE BLANKET CROSSING O j C=2. 90' _ _ PER SPPWC STD. N0. 225-0 61 REMOVE EXISTING STRUCTURED2- DI- 73 W x45H RCAP S=912.19 0 40 80 120 a D2 = DI = 73'W x 45"H RFAP - S=913. 70 Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supery I s l on Of CITY OF FONTANA, CALIFORNIA O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT erb f Q�oFESS JURUPA AVENUE STREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, G NoILLIAM 5715NG DRAwN BY: MM DRAINAGE & UTILITY PLAN SCALE I "=40' HDR ENGINEERING INC DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE: ' BEFORE DAYS BEFORE Exp, 9-30-09 ,� BJS STA 106+40 TO STA 118+40 12/5/2007 2280 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS sT civic p RIVERSIDE, CA. 92501 TOLL FREE I-800-227-2600 AND STANDARDS IN EFFECT. qTF of CNO� � CHECKED BY: APPROVED BY: DRAWING NO.: 60 (951) 320-7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Date *12/5/07 WF Y n 3lZEle 4 3 1 4 CITY ENGINEER R.C.E. 51152 DATE: 247 \ora-tilsrvui \u stn proj\2000`J.5\UU.5\project_drawings\drainage \LUUU9,5iUb.dgn 12/11/2001 b: 52: 55 F'M UFLIUSER