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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED
PUBLIC WORKS STANDARDSDARDS INC.,
GREENBOOK COMMITTEE
BLANKET PROTECTION FOR PIPES
STANDARD PLAN
METRIC
^ ^
LL
7964
10+67
REV. 7996
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 1
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10+00 11+00 12+00 13+00 PLAN 1 "= 40 12+00 11+00 10+00
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In
3
PAD-58 3
GLEN ABBEY PLACE
SEE SHEET NO. 3
15'
_ \ /
U U 1 \ \ PAD=57.2 PROP. R/W
2
PAD=57.7 I PROP. 8" WATER
10+00.00 OYSTER BAY LNI
2
_11+ GLEN ABBEY PL 10 — — 11 — Ln
CL MIH #J I
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1
PAD=55.8 J
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rr?, 1650c JJl
10
PAD=62.8 /
W W
C.L. ST.
SCALE IN FEET
BROOKHA VEN COURT
SEE RIGHT HEREON
5' 15'
f1, I I III it
II I 16
l I PAD= 6.6
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/ 17
PAD—= -622.0
N 8,9147'24" E ^ JJ4.112 Ll1 /
PROP. R/W �� ----- j} 70.(
--��� �23 22 Q: 2120 19 18PAD=58.2 PAD=59.2 LoPAD=4 PAD=60.7 PAD=61.2 PAD=61.7
I 24 2
PAD=57.2
it
SEWER LATERAL TABLE/ TR. NO. 16539-1
LOT #
DESIGN STA.
AS—BUILT STA.
BACKFLOW
10
10+67
NO
11
10+15
NO
12
10+09
NO
13
10+06
NO
14
10+12
NO
15
10+39
NO
16
10+55
NO
17
11+30
NO
18
13+28
NO
19
13+ 18
NO
20
12+66
NO
21
12+47
NO
22
11+55
YES
23
11 +36
YES
24
10+58
YES
0 YS TER BAY LANE
TOLL FREE —-`1 —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0 C SCALE: 1 " = 40'
OYSTER BANE LANE
SEE LEFT HEREON r) / /
5' 15' JT7� JJ:5f DJJ
J1 117
1 I 10 11 . ¢
20 I �AD= 62.8 4 PAD= 63.3
PAD= 60.7 'r 1 -13 12
V PAD 63.8 E
OOKNAVEN CT.
°° °°
'I BR
' N
19 \\ i N *r2,3 W v� lip. 17' ' 1 O CL M/ #1
PAD=61.210 13
LO
C.L. ST. 1 �? I PAD=63.8
\ W /
PROP. 8 WATER
Al/
18
PAD -61.7 Q �P _
PROP. R/W 14
PAD=62.0 — —15 PAD=63.9
16 4 PAD= 63.2
PAD=62.6 ¢
Es�1, RECORD DRAWING
THESE PZDM DRA"NBB HAVE BSI PREPARED, W
fro/ 3F537 �{Ai �'t��SAW �INFORMATKAI O'=l�ICOMPILED AND
OTHERS. THE ENEER
Imo.
T BE
k k,� RESPONSIBLE FOR ANY ERRORS OR OmLSSIOW WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
i A RESULT THEREOF.
t
REV. REVISION DESCRIPTION DATE I ENGR. CITY
RECORD DRAWINGS
BROOKHA VEN_ 'COURT
DATE 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.
9ENCH MARK: No. 615 BASIS OF BEAR/NGS:
THE BEARING OF N00' 12'36 E ALONG
RAILROAD SP/KE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENUI
OF CITRUS AVE. AND LOS CEDROS
AS SHOWN ON RECORD OF SURVEY,
AVE., IN POWER POLE N0. 9011E FILED /N BOOK 103, PAGES 1 AND 2,
AVE.OF RECORDS OF SURVEY, WAS USED
ON THE EAST SIDE OF CITRUS
AS THE BASIS OF BEARINGS FOR THIS
:LEVATION: 1467.59 MAP.
Prepared Under The Supervision Of
OQRe�s91 PREPARED IN THE OFFICE OF
6e us c Fy M'ADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
wNo, 65195 ° m RANCHO CUCAMONGA, CA 91730
* a (* PHONE (909) 948-1311
Exp: 9-30-05 Q
�9T C1VI\-
FOFCA0 Date I—M -0
RCE 65195 4Z EXP. 9-30-05
CONSTRUCTION NOTES:
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2� CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (0=48").
INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
M
O
aft
Rbilt LAKES SPECIFIC PLANZ
V
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
DRAWN BY: TR. NO. 16539-1 SCALESs
: Q
DESIGNED BY: OYSTER RAY LANE & DATE s SHOWN
SS = ROOK VEN COURT MARCH 2004
0H ED BY: APP VED BY: DRAWING NO.: 2
MJG/LP y8 3579 5 W
CI ENGINEER R.C.E. 51152 DATE 0)
J:\826-1739\sewer\sew02.dwg, 03/25/2004 04:10:12 PM, cc