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4
GRAPHIC SCALE
( IN FEET )
I inch = 40 fL
=i
1
PROPOSED 8" A
PER SEPARATE
19
PROP R/W
21
A,. RECORD,
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
which may be incorporated herein as a result
�-- 4Zjd5
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
BACKFLOW
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
BACKFLOW
11
10+51
O /_5/
YES
18
10+51
10157
12
1+
NO
19
1+
VY O
N
13
10+92
NO
20
11+02
47
N
14
11+02
NO
21
11+02
1 5
N
15
1 11+05
f 916,
NO
22
11+05
ONO
16
1 10+99
atiga
NO
23
10+85
> t
NO
17
1 10+57
faf 57
YES
24
10+57
14911OLS46
YES
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS 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 STANDARDS
IN EFFECT.
PLANS PREPARED FOR:
OWNER/DEVELOPER/APPLICANT
BCA DEVELOPMENT
ATTN: BEN ANDERSON
17780 FITCH STREET
SUITE 120
IRVINE, CA 92614
(949) 863-1055 - FAX (949) 863-0065
PROP R/W
14
-' W
Ln
N
W o N8T5732
LO LOT
N
Ad 141AV-1
26
1ILDLIFE COURT
CONSTRUCTION NOTES TMCT BOLMA r
1 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3 CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY
STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30)
4 CONSTRUCT 8" DUCTILE IRON PIPE SEWER MAIN
6 REMOVE EXISING 8" VCP SEWER AS NECESSARY, CRUSH IN PLACE OR PLUG
AND SLURRY FILL REMAINDER OF 8" VCP SEWER AS DIRECTED IN FIELD
7 INSTALL BACKFOW CHECK VALVE
8 JOIN EXISTING MANHOLE, RE–CHANNEL BOTTOM AS NECESSARY
PER CITY STD. DWG. NO. 114, CONTRACTOR TO VERIFY
LOCATION OF EXISTING INVERT ELEVATION PRIOR TO START
OF CONSTRUCTION.
CONSTRUCT SHALLOW MANHOLE PER APWA STD. PLAN 201-0 (SEE SHEET NO. 4)
8 „ SEWER AND �j ? z N
STORM DRAIN w N m
.. 4 EASEMENT p = N � N
WIDTH VARIES N rn 4 .
/
25'-30' 9 a7 W) z
23 C60
i h w r. o
Cb, 1 � ,P���•� LO OON 0 0 0
:.,
/ h = a rn Ln r- wL—
;, . @ M N 000 00 a- CJ
�i
a J i6' + 0-O •� 0)II '\ o a +� o a ,n rr w
w3 \i '�p�� U o ca w w=
z ` Q_ V)
II z ,� " 4 ,
ego �: 6
f2zo0 2400 .
oN Q 25 EXIST CATCH BASIN ~`�\. � N *3442"W
FTO BE REMOVED 4 29.95
00
-
_ U)0; PROPOSED STORM DRAIN _
+000+ PER CITY OF FONTANA r
J C14 _++ DWG NO 3093
SHALLOW CLINGS
SEWER LATERALS FOR LOTS 22, 23, 24,
& 25 SHALL BE INSTALLED AT 2% SLOPE.
SEE SHEET 1 FOR HOUSE LATERAL DETAIL.
EXIST SEWER
PER CITY DWG. NO. 2482
SHEET 3 OF 5
�/d/a 0 � a .0110Y I SEE DETAIL ON \— EXIST STORM DRAIN
SFIEEr NO.4 PER CITY DWG. NO. 1879
SHEET 8 AND 19 OF 21
LA bt=Mt= TE
Date BENCHMARK Prepared By:
ALLARD ENGINEERING
FWE 43 – R.R. SPIKE IN E.P. BY
PP#1536663E S -LY SIDE OF BASELINE
220'± ETY OF CHERRY AVE.
ELEVATION: 1313.04
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
90) 6-1 15 Fax (909) 356-1795
7--)-03
David S. Hemmer, A.C. 43976 DATE
(wVms 6/30/2005)
CONTRACTOR SHALL VERIFY LOCATION
AND ELEVATION PRIOR TO START
OF CONSTRUCTION
QRpFESS /0'Y9 CITY OF FONTANA, CALIFORNIA
10 \O s "'44f, yc SEWER IMPROVEMENT PLANS
? Drawn By: TRACT 16167 & 16167-1 sale:
No. 43976 m WF AMMY COURT, 10+00.00 TO 11+11.31 1 "= 40'
Exp. 6/30/05 Designed By: WILDLIFE COURT, 10+00.00 TO 11+11.31 Date:
�T C /VII, SF OFFSITE, 10+00.00 TO 12+06.74 FEB. 2003
FOF CALIF 27"DH
ed BY' APProve D p?�- Dwg. No. 3
CITY ENGINEER R. .E. 51152 3092 5
Hiename: L:\UWU\1J4U1\SLWLK\lilt/\Snt—,5.Uwc
101.