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HomeMy WebLinkAbout1822-23Ot — f { W —� !,� • 1030 • f 1 , i S S i 1 l { 2 + `i J _ • S y .7 .. `. 4 1. .. ,.1r.. f / n ,k0 I • 9q t r a r j Nor t LA I Ilk • .. .i ; � i 1 f • � � i �. t d r w �� � �� ONST /5 t #Q `�•�7OF 3tro �P.C.P, GONST. ,�20. 34 L.F. O.C" .30 i2.G. GONST 5 lC� 30 7 � � t 4 PROFILE SCALE 1 G0//ST 9/.09 � DF i i qq V ERT 1" 4' f 3 F ( _ �� � ` i � � t { S i d � e - . � �� I• . o _ � .. S } ? ` � �... ..� ! . . r 4 HORI 1 C f , , , 17 18 19 20+00 21 22 23 24 t 2500 • MLTROI'OLITAM WATER DISTRICT Of 5QUTHEBl1 ; i CALlf*QRNIA CONSTRUCTION R -0UIRir _Nj,5 THE CONTRACTOR SHALL PERFORM NO WORK WITHIN M.W.D. RIGHT -OF -MAY OR PROPERTY UNTIL HE OBTAINS THE NECESSARY PERMIT. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W,D. REOUIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY. ' METROPOLITAN'S PIPELINE IN THE AREA OF THIS PROJECT IS ADEQUATE FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE - IS BETWEEN 4' AND 12'. IF TEMPORARY COVER OVER THE PIPELIPIE DURING MASS GRADING OPERATIONS IS BETWEEN 3' AND 4'. EQUIPMENT MUST BE RESTRICTED TO THAT WHICH•IMPOSES NO GREATER THAN AASHTO H-10 LOADING. IF THE COVER IS BETWEEN 2' AND 3'. EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF T A CATERPILUIR D-4 TRACK TYPE TRACIOR, IF THE COVER IS LESS THAN 2'• ONLY HAND EQUIPMENT MAY BE USED. IF CONTRACTOR PROPOSES TO / ` USE ANY EQUIPMENT OVER M.W.D. PIPELINE WHICH WILL IMPOSE GREATER ` THAN AASHTO H-20• IT WILL BE NECESSARY TO SUBMIT THE 1 � SPECIFICATIONS or SUCH EQUIPMENT TO MR. JIM HALE (213) 250-6564 N FOR REVIEW AND APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO ITS ` E y ��ct� �� USE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR. ART IL E_E HT1 KNOOP (213) 250-6432 TWO (2) WORKIN(', DAYS PRIOR TO START OF WORK WITHIN THE M.W.D. RIGHT-OF-WAY. c '/ C { / a SEE S14EET 2¢ I I _ TRACT 13613 Z. m 0 O STO�PM 010V/�l/ &9A-1 O h C;zf P1.l MGVD STA. 7.37 -A97 P9 MW19 S 74. 7.36 f 8 (oh P/{ "ImI n 732 4- 22 8 PN MGV/n 73 f / 30 h 011 ,� F- T. p I8. 6 rp EL . 102/• 5�i TP EL. IDS/. /0 r. EL. /04�. 06 — �hh Lv ° �� iz — - Q MWS S TA 79 G4 25 , 75 M1/ PIM Et. /O 2A /37-- AATGy 4-/4,, O = � w� � - � 5�� 5y�,�T 2� W T. FL DOR EL. /023. 2 0 h � P. /. s. D STA. 25 21.50 (AW N) n u-) T FLG EL. = /02d . 0/ ��rage /iVT���O/� sr. -_ O C A TFk14 L STA, 0 k,06.04 , • ALL MWD F.X I STNG STRUCTURE1,S TO BE `- Y // 0 Q 0 3�d �C•p ADJUSTED BY MWI) FORCES AS REQUIRED. 30�C•� STO�PM LWRIN E5"'7 .50/1 a a y 1!/ D 9� 27'55 _ 0 15. C. STS, / t 00.00 _ TRACT 136/0 S 0, STA. 25 f 23.92 �A = r9 ¢.1 4 fi. Ac 5 = o. o/¢ R • P CON5T. M 1/. 0 / PFR L. A.C. F, C. D. STD. OND• 2 STORM /��A�N Cl1l�l/� DATA � -LJ102 Q O oho 46 - n ti j� /,A,vv 11 4 = i 1 ASL Consulting 2 FrEI! sw�LE 111�"T' 3-27-.89 S i� b 0JR11f 04TH i:f T,4T10115 s/14g8 R E 11543 WILLIAM I D. kSW IS ExP 30-89 NO. DESCRIPTION ,PPR' DATE AIPPR DATE DESIGNED BY /P. L . %V CHECKED BY /w G. T. SCALE R E V I S 1 0 N S DRAWN BY—JIL / . _ DATE , a � R L T 1 " Z2. 50 9,41 ' 4,16 ' APPROVED BY PASAUI NA (818) 19 1 30)96 SANTA ANA 1714 i 979 1161 PAI M SPRINGS (619) 320 4??(') p'; O N Q -/G, SEE 5g6L--7- 3S mv A, _1vJ oo LIU 0 (j QL. 100, a. CITY OF FONTANA ,CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN 8YSOUTHRIDGE ' VILLAGE SCALE DESIGNED BY STORPVI' DRAIN DATE I - 40'" / w M.W.D. R.O,W. SO. OF POPLAR BEECH AV 3- 9 --8g CHECKED BY !/ SW7-F-r NO. h APPROVED: ,�,� wf-w5 ASSOC • CITY ENGINEER R C.E. 18932 23 OF'h'.....�;' D� l S)Zz. a