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CONSTRUCTION NOTES:
PLAN in= 40'
INSTALL 18' R.G.P. D -LOAD PER PLAN.
INSTALL 24' R.G.P. D -LOAD PER PLAN.
INSTALL 30' R.G.P. D -LOAD PER PLAN.
INSTALL 4V R.C.P. D -LOAD PER PLAN.
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-0,
DETAIL ON SHT.
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-0.
DETAIL ON 511T. 7
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A.
STD. PLAN 300-1, DETAIL ON SI1T.
CONSTRUCT BRICK PLUG PER SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT STD. DWG. 5.F. 17GA.
DETAIL ON SI1T.
CONSTRUCT JUNCTION STRUCTURE PER A.W.P.A. STD.
PLAN 332-0. DETAIL ON 51-1T. 9.
co
17
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28
29
0014STUGT JuNGTION ST1V+CTUFEN A.P•1N.A•
STi. PLAN 331-1 , si4T. q .
11 CONSTRUCT MANHOLE PES4,P.W.,4. STD. PLAN
321-0 (NO -SHAFT) DETAIL ON .SHT. 8.
17 CONSTRUCT C0/IC12ETE CoLLz1 R FORRCP, PER 4.eWA. 67:0.
PLAN 380-1, .DMMETER PER PLAN y tETA tL ON 5H6: 9
/5
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50'
30
SCALE IN FEET
40 80 120
160
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PLANS PREPARED FOR
ATTN: MR. MIKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA 91768-2641
PHONE: (909) 802-1100
FAX (909) 802-1111
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED A.ND
• FURNISHED By, OTHF-RS. THE ENGINER WILL NOT BE
frO§PONSOIE FOR ANY ERRORS OR OMISSIONS WHICH
RAVE SEEN INOORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
. 62183
Elp '40
rri
REVISIONS
ENGR'S
APPROVAL
DATE
CITY
APPROVAL
DATE
Oki
O INSTALL 52.79 L.
/13"R61'; 1400-0
LAT5RAL `,/3
Opp
42
0 4 ?Cf
IN T4 LL 26,85
00
%8'xxP,/400-
L A
400 -LA TERA'
FINIS :6 / ,4 c . .
BENCH MARK: NO. 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
BASIS OF BEARINGS:
THE BEARING OF N89°30'06" ALONG
THE NORTH LINE OF SECTION 30,
ON RECORD OF SURVEY FILLD IN BOOK
58.PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
FOR THIS MAP
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC .
OF THE INLAND EMPIRE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
)-\-1 -)-Y% 0144-- 4-7- 91
CC
oF ESS/04,
No . 14814 01
EXP: 3-31-01
o
CITY OF FONTANA
ALIFORNIA
DRAWN BY:
DESIGNED:
ff
CHECKED:
SIERRA LAKES
STORM DRAIN PLAN TO
INFILTRATION BASIN NO, 5
SCALE:
AS SHOWN
DATE:
826-1163
APPROVED
41,1g.diedwit 44/3.•,,
CITY ENGINEER R.C.E. 25126
DWG. NO.
78
SHEET NO .
OF
DWG . DATE: IS mAREI.CD