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HomeMy WebLinkAbout1822-21_ CITRUS" AVE. ` c SEE SHEET NO. 19 MD I/ED MANN L E /! U 0 STOR/Ill ,DRQ I N CaR' 1/6" C)A i rA O L /7 r = roa ° 00'00" 22. ,50 23, 5G I2, 99' 2 l.9 55'26" 22.50' 7.82' 3, 95' 3.9' TD DDWNcgT/FEAM N � , I PIER WRVZ 6R5 . TRACT 13612 u� `^ r y s TRACT 13613 O NII \ Qell4- S 5 Tole&!-?Ielq/i(/ —w W Q -cr.N O I - - - - . - W .54 /?C./' ,Se6F 617145eT 110. 22 LL. _1 /25 5 0 o Q- . / 0 ( O = Q. ---------------------------- -- - -- -_ ( - --- – ____---------_– -----------------------------------------------------------�---- – ---- --- — cD W P// PWO 6TA. 74,5-1-19 3 �) I TF 1003. 11 y r I Q PH MWP STA. 740+93 � �-- c �C, S.� ST.4. lOf/2. ¢9 T P EL. _ 10//,05 ao LT O METROPOLITAN HATER DISTRICT Of SOUTHERN l:8 R. C. P 3 �I �I R. C. P• Q _� t� 5'TO�P/t�! D�E'A/�t/ E5'/�l T Gp�/ST. 3Co��/?C.1? 0 I( _ /V 9 2 7 5 5 E // CALIFORNIA CONSTRUCTION REOUIREMENTS V q) ' THE CONTRACTOR SHALL PERFORM NO WORK WITHIN M.W.D. RIGHT-OF-WAY Z �- �. �� _ z OR PROPERTY UNTIL HE OBTf►INS THE NECESSARY PERMIT. IT WILL BE -CaNs7. 3!0 ,S?C.P S O. U lUO t THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL M.W.D. '��/QC,t'• I 1 ( 2250-D (CL. Y) "J REQUIREMENTS 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 -� 0 IS BETWEEN 4' AND 12'. IF TEMPORARY COVER OVER, THE PIPELINE TRACT 13608 ( o w N�-� �- v"� `V F - DURING MASS GRADING OPERATIONS IS BETWEEN 3 AND 4 EQUIPMENT Q,Ii k �) T RACT 13610 Q MUST BE RESTRICTED TO THAT WHICH IMPOSES NO GREATER THAN AASHTO i H-10 LOADING. IF THE COVER IS BETWEEN 2' AND 3' , EQUIPMENT MUST of 1S `Al lk BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF O 01 U�'^� O Q J h A CATERPILLAR D-4 TRACK TYPE TRACTOR. IF THE COVER IS LESS THAN V' moi. U� v �1 2 ' �ti ',r"k -IN, - 2'. ONLY HAND EpUIPMENT MAY BE USED. IF CONTRACTOR PROPOSES TO '47 7 � � Q� ^�I �G � � � � �) USE ANY EQUIPMENT OVER M.W.D. PIPELINE WHICH WILL IMPOSF GREATER Q N�O o a THAN AASHTO H-20, IT WILL BE NECESSARY TO SUBMIT THE .` Q SPECIFICATIONS OF SUCH EQUIPMENT TO MR. JIM HALE ( 213) 250-6564 �% h rr QZ �' h Q� FOR REVIEW AND APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO ITS (L 0 rn C^ USE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING MR. ART r B EECH AVE• � � v/ � �� ^r 4 � v� � � Q KNOOP (213) 250-6432 TWO (2) WORKING DAYS PRIOR To START OF WORK (� \ Q (r� h I. q WITHIN THE M.W.D. RIGHT-OF-WAY. V Ul � � C-) _ v v �o U v SEE SHEET N2 18 APPROVED BY – --- r CITY OF FONTANA ,CALIFORNIA A L Engineers FASAUf NA i81f3 , 792 3090, Consulting ' SANTA ANA (714 919 1761 PUBLIC WORKS DEPARTMENT DRAW" BY SOUTHRIDGE VILLAGE SCALE„ , • PAL M SPRINGS 1619) 320 4220 � � ( = 40 i RILCMD DRAWINC7 `` !o-/81 it•/�•y R E 11543 ILLIAM D. WIS E,rP � :�o a9 - STORM DRAIN r DESIGNED BY M. W. D. R. 0. W. SO, OF DATE \lr NO. DESCRIPTION ENGR. DATE CITY DATE POPLAR 8k - .- BE H AVE. APPR. APPR. DESIGNED BY CHECKED BY SCALE FILE NO t CHECKED 8Y SHEET NO. REVISIONS oRnwN BY DATE w� t Assoc,', APPROVED 3 CITY ENGINEER R.C.E. 18932 2� OF l y