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HomeMy WebLinkAbout1823-12L11 ff 7 =_7 4 t �-_T­ 77� t4 - ___­ I I- ____ __ - - ... __ I - - - ____ -.-- ___ - - � ___= __ __ - _ ___ ___ ­ ___ �___ - - __ , - A J__ — - - - - - - + + AE� J-=_ -4 f -4- 7 J t __:4 4- IN - - - - - - ---- ­­ - � - _­ - __ __ - _ ___ -i _4 -4 U -4- 4 + - T - Q t Ilk A 7 L f f 4 =7 __6 VE -4 �O -4- -4� al -4 C - --------- ------ X14 t t dg-. t------ 77= 4 4 -4 t ----------- t L -4- t 4 :T= C 7. I-jq _T f 1- J Lj rl s dfm_� 77 �=t= 4 t LOA ------ I + + + t t 4 r -4 - 4-- L 4- -ff4 -4 171 q: t C/_ W V 5 4 -4 201 02 2 3 204 205 206 207 08 09 Uj 0 -4 -4 16,00 n 4 4 t I I t f T N r - N IgTRICT OF SOUTHEM CALIMMIA CO THE CONTRACTOR SHALL PERFORM NO WORK WITHIN M.W.D. RIGHT-OF-WAY OR PROPERTY UNTIL HE OBTAINS THE NECESSARY PERMIT. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D. REQUIREMENTS WHILE WORKING WITHIN THE RIGHT-OF-WAY. METROPOLITAN'S PIPELINE IN THE AREA OV THIS PROJECT IS ADEQUATE FOR AASHTO H-20 LOADING PROVIDED THAT THE COVER OVER THE PIPELINE IS BETWEEN 4' AND 121. IF TEMPORARY COVZR OVER THE PIPELINE DURING MA�S GRADING OPERATIONS IS BETWEEN 3' AND 4'. EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSE$ 80 GREATER TOM AASHTO H-10 LOADING. It THE COV9A 10 BETW94N 3' AND 3', 9001PNONT 14URT BE RESTRICTED TO THAT WHICH IMPOS9$ WADS NO ORRATER THAN THAT OF A CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN 21, ONLY HAND EQUIPMENT MAY 89 USED. IV CONTRACTOR PROPOSES TO, USE MY EQUIPMENT OVER M.W.D. PIPELINE WHICH WILL IMPOSE GREATER THAN AASHTO H-20, IT WILL BE NECESSARY TO $VOMIT THE specirICATIONS OF SUCH EQVIPMENT TO MR. JIM HALE (213) 250-6564 FOR REVIEW AND APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO ITS USE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR.- ART KNOOP (213) 250-6432 TWO (2) WORKING DAYS PRIOR TO START OF WORK WITHIN THE M.W.D. RIGHT-OF-WAY. 0 0 0 < LLP Z W 0 _j W X F- PASADENA (818) 792-3096 SANTA ANA (714) 979-1761 PALM SPRINGS (619) 320-4220 I ASL Consulting Engineers - � a I ,a 11543 gm %_. - R. E. WILLIAM D EXR 6-.30-4� F— WUULAI W _77 X r�7ex,-,"- x 5.- U) W W L3 9eCOR0 OR41VIAi Z 2-7,90 X 1f6_111960 964RIA16 mq;r- 1-1.3-6,9 X PU15,W 0,4S h qT— 5-2,7_,66 NO. DESCRIPTION ENGR. APPR. DATE CITY APPR. DAT E DESIGNED BY S / J M DRAWN BY MK CHECKED BY JH DATE 7- -87 1 SCALE R E V I S 10 N S PASADENA (818) 792-3096 SANTA ANA (714) 979-1761 PALM SPRINGS (619) 320-4220 FILE NO. 1400�,529 _j APPROVED BY k� 0. %. - FLOOD CONTROL ENGINEER DATE A S E M E/N T F A3 < These Record Drawings have been prepared based on. information submitted, in part b W E. Blakely/ B.F. & Associates, Inc., and' Lsi�rn Land Concepts, Inc., that performed the field work on 1/30/90 through 2/8/90. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy nor for errors or omissions which may have been incorporated into these Oans as a result. tAND D........ ..... PS No. 4337 Exp. 6-3G.92 NO. 041 - txp.jlj 30 eel OF CiNoN, APPROVED BY: CITY OF FONTANA 1893 011T y E N GW F% E R R.C. E_ DATE SAN BERNARDINO COUNTY FLOOD CONTROL DIS7-RIC*T' SCAUl 1 11 :! C�O' DECLEZ CHANNEL PROJECT 1-\O. STA. 20 1 +00 TO STA�l 209+00 j I M DWG,� No, 12l NM,� 4823 0 x F— WUULAI W _77 X r�7ex,-,"- x 5.- U) W W Z W W X _j X F A3 < These Record Drawings have been prepared based on. information submitted, in part b W E. Blakely/ B.F. & Associates, Inc., and' Lsi�rn Land Concepts, Inc., that performed the field work on 1/30/90 through 2/8/90. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy nor for errors or omissions which may have been incorporated into these Oans as a result. tAND D........ ..... PS No. 4337 Exp. 6-3G.92 NO. 041 - txp.jlj 30 eel OF CiNoN, APPROVED BY: CITY OF FONTANA 1893 011T y E N GW F% E R R.C. E_ DATE SAN BERNARDINO COUNTY FLOOD CONTROL DIS7-RIC*T' SCAUl 1 11 :! C�O' DECLEZ CHANNEL PROJECT 1-\O. STA. 20 1 +00 TO STA�l 209+00 j I M DWG,� No, 12l NM,� 4823