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hEG(IOIJ 31/32 PROFILE
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ELEV = en&. 242
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b I �' GLF PLAN 6�EENITJ AWING o�D4t23-9 ,
/ / ; � • / DIVERSION STRUCTURE
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GENERAL NOTES
1 / / ® 1 . ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3 , 000 PSI AND
/ / li I 1rymSHALCONFORS WI_N DIVISION 16 OF THE PROJECT SPECIFICATIO?1E- ./ / ® I 2 . ALL PRECAST 'FEINFORCED CONCRETE SECTIONS SHiuL BE DESIGNED FOR A?I PASHTOHS-20-44 LOADINGppopERTY uNEPLAN , 0 / / GRADING PLAN — R.P. 3 DREWA 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOP, ALL TEMPORARY CONTROLS 2E2UIP.ED TO
/ / ® i MAINTAIN CONTINUOUS OPERATION OF THE EXISTING 24" SEWER DURING CCNSTRUCTION. s
'"- _::::-
SO. Cal. Edison Allgn. SCALE I"= 9'.c' THE CONTRACTOR'S OPERATIONS SHALL NOT CAUSE THE EXISTING 24" SEWER TO BECOME
StQ 127+36 to Sfa. 1324-O735 / / > \ SURCHARGED BY MORE THAN 6" ABOVE THE SOFFIT OF THE PIPE AT ANY TINE. TEMPORARY
CONTROLS SHALL INCLUDE, BUT NOT BE LIMITED TO TEMPORARY MANHOLES , PIPING, PUMPS,
/ goo
PROPERTY eTQ' 34`Io• 14
PLUGS, SAFETY EQUIPMENT BULKHEADS AND ANY OTHER ITEMS REQUIRED TO MAINTAIN CON- 3
LINE AIlG8�
t/7-------- LE "33'ol" LEFT TINUOUS OPERATION OF THE EXISTING 24 " SEWER, COMPLETE.
4i.G.E.Go. MN I1o. 33^ leo rJ
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1.
4 . MATERIALS USED TO REGRADE THE REGIONAL PLANT NO . 3 DRIVEWAY SHALL CONFORM TO
I L THE LATEST EDIT=ON OF STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STAN-
DARD SPECIFICATIONS, SECTION 26 - AGGGATE BASES. MATERIAL STALL BE CLASS 2 r;
AGGREGATE BASE WITH A MAXIMUM 1-1/2" SIZE. INSTALLATION SHALL BE FULLY COM-
PACTED TO WITHIN 95% OF THF DRY 'WEIGHT'DENSITY 'FOR THE TOP _ 2"
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RECORDDRAWING
�• C-35487 /Wig/0z !
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SUBMITS D SCALEf
/� Designed RBS 2 82 � � SHEET
e�-- Project Engineer R.E. No. Date
< i FONTANA INTERCEPTOR � Y
_. __-_...m_. , , ... Drawn SC 2-82
WPMA S MUNICIPALWATER DISTRICT
EWA 8-298- nail "AS COESTRI1CTEP /NEO. A19,050 Regional Plant No. 3 - Diversion Structure Details of
�Q� 3 �- - 2 REC MMENI,DED $ NOTE ® i i Cuca Archibald Avenve Post Office Box 697
7-14-tM' o. Q�vIOiIotiIS _ �, C-18657 i1/,/L y ;. Checked R �'S 10 82 Y Cucamonga,California 91730 Telephone (714) 987-1712 DWG, p�0 SHEETS ;
I REV. DATE BY DESCRIPTION Engineer R.E. No. /Dole • s DaPe �4rJ23-8