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CONSTRUCTION NOTES
Ci PROPOSED 72 RCP STORM DRAIN SLOPE PER DATA TABLE
STEP' DRAIN MANHOLE PER CUT OF FONTANA
04 DOABLE DAIN RC CO--R PER 'ABC 6✓f STANDARD PLANS N0..1012
OS PRNP0.SE0 60 RCP STORM D AIN SR PER D- TABLE
AlONSI
PLAINS
DUALTIC WORKSSTo M DRAN (2E STORM DRAIN PER E C45E1E3 TH REZ INSEPAID THEoNJ BETWEEN PIPES
NTM )/
l L(11 TRANSITION STRUCTURE SINGLE POP TO DOUBLE RCP PER DETAIL ON SHEET 8 f
STORM DRMN D474
NO Al -INN BFcroM
}{ 9 4'PC W C 113D0 6579F—C 0.609 72" RGP
12 N23'41361V ,L-0.0702 E9.80' 094.00' 0779 60" RCP
a IIIE TO `Q "E rz SHOULD CONSTRUCTION OF THE REQUIRED 9 a J-, me P Rio, OT. CITY OF FONTANA, CALIFORNIA
FUSCOE ��� � 1 �.D D RED �E P DTL=3
IMPROVEMENTS NOT COMMENCE wITHw Two ��T o T �� BYPASS STORM DRAIN PLAN
�� FEE4R5 OF THE DATE of APPROVAL SHOWN HEREON i
' DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE s� MONARCH HILLS TM 20010
617D 0-eER08E an ENGINEER MAY REQUIRE REVISIONS TO THE PR BYPASS STORM DRAIN ATE
1C/T1/zazl
033 VDU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH o has �o1e / // / 7 rvs
KID E—STANDARDS IN EFFECT. n- : 1 �g aTe llmiazo2l 6094 2