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PTA o LEGEND 7 END•72+5RCP6 A V E BEGIN 24" RCP LATERAL H7 LATERAL H5 I STA. 1 +73■ 13 EXISTING STORM DRAIN PIPE � f 0 END 24" RCP LATERAL H7 -- - --- PROPOSED STORM DRAIN PIPE TA. 11+33.50, 42.00' LT {POPLAR AVE) &_�=+39.48 LATERAL H5 I - I T: STA. I I +23. 15 � CB (POPLAR AVE) 1 EXISTING CATCH BASIN = 1+00.00 LATERAL H7 , I TG=993. b5 ST. I 1+0611, 29 CB (POPLAR AVE. I F 7 =28, 0 V-3. 6 PP =4089199E 12Kv O PROPOSED CATCH BASIN 5 I W=28.0' V=1.7' , TC=992. 53 I ' -" ST. 233+97. 70, 7. 0' LT (JURUPA) (SCE) (ADELPHIA) +- + 16■ 75' LT (POPLAR) 80 csac TERMINATES) S:F. �`W'-�`--'�`��' 85 LATERAL H9 I I E _ST 10 05. 75, T c•r'a ����oo c� � r+o ► ,t lot tn� �►►�i � 75 ; " I 1 I I --STA. I +25. 34 �„ INT LATERAL H$ w 28I . 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R Adti - /VER M t5K i =968.'3i i - t _-------- 1 PHAS I TA WATER) 1 FH t�HV I I j 2 I M= i Qt30. fi3 _f�.L=.992. 92 - 4 _- I PE , r_ r- ( SEWER MH I I MY~39 E . 25 I INV=',j7.0. 42 14►FI F `I I -.. .__ ! _ I'ifiVl-hJ �� l .I _1 _.... _.�,._..P.E I i CQ : U I 1 I $2, PIPE pE C..W - I 1 --- RIM ..88.33 P EENE SE1V I �. i a? 969 � 1 k i RPA AVE)AVE33 F I � a I 233 6 cs :INV=966 9■, $,� 4.. 3 ST- + 4 { JU U �� � I'- � I I , 7 -,i 3f ' -P PIPE 010 _ t _ _. 42" P I I'E E 1w ! I f R "_7-_ ___-_- `y I < I I E Slryyl R -MH-- _LAT ElYlr!? Ei` I ,I E � I ! P'1 PE I t I 88 =STA. I +QO.O4. `LATE AL ___o- P_:i ` ` I _ - _ = 95 trl- 92 j s k -9 . 37 ; sl € 1 1 t �; I I R"I M 931 111 IIv- $5, �4 .• . . . r' e ! = t NV=969. 95 t I a r I i 1 I, I . AllLirE I I... :' q" PIPE 1,W 16' PIPE )F_. i � - T_ Ait • �- f , i I I �Aj,/` r' I PES = (IN3, ~\ ,•' i ! E j- _ S" ,�. • _ 1 -': l- VLK LI/t3.i tSC CONSTRUCTION NOTES • ®0® CONSTRUCT 24" RCB W/ PVC LINER (D -LOAD) PER PROFILE (SEE PROFILE FOR LIMITS) 144 MW ®NOTICE: 7I CONSTRUCT 24" RCP (D -LOAD) PER PROFILE 86 CONSTRUCT 36" RCP (D -LOAD) PER PROFILE (WATER) POPLAR NOTIFY .MIKE RUBIO OF METROPOLITAN WATER 75 CONSTRUCT 72" RCP (D -LOAD) PER PROFILE 87 CONSTRUCT CONCRETE BULKHEAD,, AVE DISTRICT WATER SYSTEM OPERATIONS GROUP, ClURVE DATA TELEPHONE (951) 776-2675, AT LEAST TWO 80 CONSTRUCT MANHOLE PER SPPWC STD. NO. 321-I ki REMOVE EXISTING BULKHEAD AND JOIN PIPE INSTALL PIPE TO PIPE JUNCTION STRUCTURE 98 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN NO. 340-1 PER SPPWC STD. NO. 332-1 No. Q R L T A 89059`56" 22. 50' 35. 34' 22.50` WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF OUR FACILITIES. 12 ONSTRUCT I'x4' RCB PER CALTRANS STANDARD SCALE IN FEET 85 CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3004 ® @�CONSTRUCT 24" RCP W/ PVC LINER (D -LOAD) PER PROFILE (SEE PROFILE FOR LIMITS) 1i CONSTRUCT CURB INLET STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3004 W/ PVC LINER iiiiia 0 40 120 QREV. REV19ON DESCRIPTION DATE ENGR. aTY DATE Prepared UnderThe Wpervielon Of 1 CITY OF FO NTANA, CALIFORNIA D A so wP Puw-mEo Lm'H7 di Hs O/3O � 4fE5S SHOULD CONSTRUCTION OF THE REQUIRED I MPROVEMENTS NOT '� r JURUPA AVENUE STREET IMPROVEMENTS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL y MLLIAM ouHC ORAIIN f' SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, w I A D RAI NAGE & UTI L!`TY PLAN � 1 'E =40' DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO °� _ IIESli *D ft DAY: HDR ENGINEERING, INC BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS civ BJS STA 226+40 TO STA 238+40 12/5/2007 2280 MARKET STREET, SUITE 100 YOU DIG YOU DIG+rF b4� DRANrNG NO.t RIVERSIDE, GA. 925x1 AND STANDARDS IN EFFECT. ax c�L� CHECKED BY:�•�`"�' 70 (951) 320-7300 -filsrv01 \ustnpro j\200093\003\project__drawings\drainage\2DOd93i16.dgn TOLL FREE � 1-800-227-2600 II A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I 12/12/2007 2:51:43 PM TUSER Dare 1 12/5/07 WF Y F010114 LA -,..g k'4' I 4314 CITY ENGINEER R.C.E. 51152 DATE: 4