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T T _T_ HORIZ. 1 401
VERT. -I =4
10 11 12 13 14 15
DAY CANYON DRIVE
SEE SHEET NO. 2
67'
�0.5'_j 1 - 3F.5'
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SHEE' 0 6
SEWER LATERALS LOCATION
(BY STATION)
FE,
A M 0
DESIGN LOCATION
AS -BUILT LOCATION REMARKS LOT NO. DESIGN LOCATION AS -BUILT LOCATION REMARKS
1
ffi
VICKSBURG PL. SEWER STA 11 14+92.16 CONNECT TO MH # 10
20
10+54.19
VICKSBURG PL. SEWER STA 10 14+95.16 CONNECT TO MH # 10
19
11+13.28
VICKSBURG PL. SEWER STA
2
11+16.28
VICKSBURG PL. SEWER STA
3
11+54.28
VICKSBURG PL. SEWER STA
18
11+57.28
VICKSBURG PL. SEWER STA
17
12+10.28
VICKSBURG PL. SEWER STA
4
12+15.28
VICKSBURG PL. SEWER STA
5
12+54.80
\VICKSBURG PL. SEWER STA
16
11+00
1 4
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67
36.5'
10. Llr:�bl 20 9 1 0
i
SEE SHEET NO. 2
DAY CANYON DRIVE
LOT NO.
DESIGN LOCATION
AS -BUILT LOCATION REMARKS LOT NO. DESIGN LOCATION AS -BUILT LOCATION REMARKS
1
10+57.02
VICKSBURG PL. SEWER STA 11 14+92.16 CONNECT TO MH # 10
20
10+54.19
VICKSBURG PL. SEWER STA 10 14+95.16 CONNECT TO MH # 10
19
11+13.28
VICKSBURG PL. SEWER STA
2
11+16.28
VICKSBURG PL. SEWER STA
3
11+54.28
VICKSBURG PL. SEWER STA
18
11+57.28
VICKSBURG PL. SEWER STA
17
12+10.28
VICKSBURG PL. SEWER STA
4
12+15.28
VICKSBURG PL. SEWER STA
5
12+54.80
\VICKSBURG PL. SEWER STA
16
12+57.80
VICKSBURG PL. SEWER STA
15
13+13.28
VICKSBURG PL. SEWER STA
6
13+16.28
\ACKSBURG PL. SEWER STA
7
13+54.28
VICKSBURG PL. SEWER STA
14
13+57.28
VICKSBURG PL. SEWER STA
13
14+12.28
VICKSBURG PL. SEWER STA
8
14+15.28
VICKSBURG PL. SEWER STA
9
14+55.28
VICKSBURG PL. SEWER STA
12
14+57.28
VICKSBURG PL. SEWER STA
REVISIONS
19
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0 5' P.U.E.
17 16
7
T 1\10,
1-5' P.U.E.
-50.00 1- - , 7r1 -50.00 9
N00'01'03"E_L'_
MA a, M1
WATER LINE
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CONSTRUCTION NOTES.
&RECORD IDRAWINO F E S.r
The information an this dr*ng is obtairIM ftom omers and CONSTRUCT 8" VCP SEWER EXTRA STRENGTH
must be verified in the field by anyone p
prior to use or 1C13
NO.
construction. HALL & ROAREMAN, INCJs not responsible for CONSTRUCT 48" PRECAST CONCRETE MANHOLE
0N573
under�ground facility locations or depictions. A I above ground Exp. 12-31-og PER STANDARD DETAILS 109 AND 112
AL -s.
facilities can be rea* seen and verdied by e parties um
CM
intand to use same;
��eOF CAO�'��"'*' CONSTRUCT 4" VCP HOUSE LATERAL - EXTRA STRENGTH
'Ilecoed 0^4w�ft 0 -of -e 8 9-04 FM_ 1C/V3/Vz_
F -ES moor & roleman Inc.
Nor A Civil Engineering Planning - Surveying - Public Works
No. 24573 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 (909) 982-7777
Exp' 12/31/01 PREPARED UNDER THE SUPERVISION OF:
clvk\-
OF CA
V/ /
ENGR'S CITY
APPROVAL DATE APPROVAL DATE RICHARD L. BOWMAN R.C.E. 24573 DATE:
LEGEND.
SEWER LINE
SEWER PER LINE _S_ -S
PER OTHER SHEET
EXIST. SEWER LINE
SEWER LATERAL
SEWER LATERAL
PER OTHER SHEET
STORM DRAIN LINE -------------------------
WATER __W - - - - - - W__
SEWER MANHOLE 0
SEWER MANHOLE
PHASE LINE
MAP BOUNDARY
P.U.E. PUBLIC UTILITY EASEMENT
40' of 40' 80, 120'
GRAPHIC SCALE: 1"=40'
CITY OF FONTANA, CALIFORNIA
DRAWN BY SEWER PLAN AND PROFILE SCALE:
RLM,MS,AP HORIZ: 1" 40'
DESIGNED BY FOR VERT: 1 49
RB,MS,AG TRACT NO. 15957-39 -4 & -5 DATE:
CHECKED BY
HG,HP,RB VICKSBURG PLACE 12/21/98
NO. DR. NO. SHT. NO.
5195 APPROVED 2687 5 OF 7
1 �=s CITY ENGINEER R.C.E. No. 25126