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PART, ON THE BASIS OF INFORMATION COMPILED AND
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CITY OF FONTANA STD. DWG. NO. 112 ( ID=48-
INSTALL 4" VC.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125
INSTALL BACKWATER VALVE DEVICE
REV. REWSION DESCRIP77ON DA 7E- ENGR. CITY . DA TE- I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YE4RS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
A I STANDARDS IN EFFECT.
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A PUBLIC SERMCE BY UNDERGROUND SERMCE ALERT
RECORD DRAWING
THESE RECORD DRAWINGS -HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
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Lr) 1�3 Lai
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FESS/
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0
uj C 36637 x
w
E p
XP.
C.1 1\�
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'60F
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CONSTRUCTION NOTES
INSTALL 8" EXTR4 STRENGTH VC.P. SEWER
CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( ID=48-
INSTALL 4" VC.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125
INSTALL BACKWATER VALVE DEVICE
REV. REWSION DESCRIP77ON DA 7E- ENGR. CITY . DA TE- I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YE4RS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
A I STANDARDS IN EFFECT.
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1 x '50 ..M. mnf, ---THE -INSIGE.
F'A-,','E OF MANHOLE: 70 BE 30 irnm H';,GHtR 'TH'AN EX-SlING
OU'PLE�T INVERT ELEVATON.
2. THE CORE CUT HO",E SHALL aE MACt Vol"17H EOUIPN�ENT SPECIALLY
OFSI,,*,,NE:D TO CU7 A SMOOT--il HOLE WITHOU'T Sr-IALLING CR DAMAGE
TO 11 -IC- REINFORCIN-G STE�L OR S",iRU=REr:,
D P, TO'BE 200 mm (8") &41NINUJIM,
4. ALL k9ORK SHALL SE UMC0'rtREVj �A,140 (-,ONVENIEN7 FOP THe
INSPECTION.
'AS$ "D" PER SSPWC 201-5�-'
rk. ALL CEME-XT *OR71A.R. SHAU. SE
-It.
i,10ij$EJ,A RAL NOTES!
1. 10.15 q�4ALL BE LAID VJI-rh' 3 ITIM SiVE7) M.f 300. wim 1 A I ANO 150 alm
TAL U4_'M"!SS 0 1CRAISE'. WOTEO
Sr M AT' 45 FRCM
tk PLANS,
'D" X 100- min 4"). WYE OR TEE M0 10 M
irr (4-) HOUSE Lk -FERAL MA"t
SE SUBSTITUTED' r0A "0" x 15-0 rr�m (6") WYE OR = AND t,50 mrm
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BENCH MARK.-- BASIS OF BEARINGS. -
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OF SIERRA AVENUE, DRIVE PIN IN
ZZ
ppjfl441ljE 70-6j FACES 1N7Fj?SFC7j0jV WA S USED A S THE BAMS OF BEARINGS
FOR 7HIS MAP.
F.,
BENCH MARK.-- BASIS OF BEARINGS. -
THE BENCHMARK IS AT SOUTH*EST CORNER THE BEARING OF N 89*5648" If ALONG
OF WALNUT & _VD?RA A VENUES, 32 FEET
SOUTH OF WALNUT A VDVUE, 42 FEET *EST THE CBVTERLINE OF BA5EZJNE A VENUE
AS SVO*N ON PM NO. 1588, P.M.B. 17195,
OF SIERRA AVENUE, DRIVE PIN IN
ZZ
ppjfl441ljE 70-6j FACES 1N7Fj?SFC7j0jV WA S USED A S THE BAMS OF BEARINGS
FOR 7HIS MAP.
EIEVAIRON: W 1470.7WO
Under The Supervision Of
CITY OF FONTANA,
CALIFORNIA
Prepared
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