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TIBURON WA Y ,;_; TIBURON WA Y
SEE RIGHT HEREON
PAD=53.0 PAD=52.7 PAD=52.5
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PAD=52.3
SEWER LATERAL TABLE/ TR. NO. 16267-4
TIBURON WAY
SEE RIGHT HEREON
CANYON LAKE LANE
LOT #
DESIGN STA.
AS—BUILT STA.
BACKFLOW
1
11+15
L2 A125 0
NO
2
10+57
7
NO
3
10+36
YES
NO
4
10+07
127.17
NO
5
10+12
RECORD DRAWING f
NO
SEWER LATERAL TABLE/ TR. NO. 16267-5
SEWER LATERAL TABLE/ TR. NO. 16267
LOT #
DESIGN STA.
AS—BUILT STA.
BACKFLOW
7
14+95
L2 A125 0
NO
SEE SHEET 4
U � U � v -I
2 I
=55.2 PAD=56.1 PAD=56.8 PAD=56.5 \
3 2 1 7 \\
671-6 J F?,J\JJ,
CONSTRUCTION NOTES:
la— INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2� CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
40 — INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125,(SEE NOTES 30 & 31).
REMOVE EXISTING 8" VCP PLUG AND JOIN EXIST. PIPE
LOT # DESIGN STA. AS—BUILT STA. BACKFLOW
1 14+46 NO
2 14+03 NO -
3 13+82 NOR
O REV. REVISION DESCRIPTION
4 13+ 13 YES
5 12+92 YES
C=
6 12+26 YES
7 12+82 YES DIAL TWO WORKING
8 13+54 NO BEFORE DAYS BEFORE
YOU DIG YOU DIG
9 13+74 NO TOLL FREE 1-800-227-2600
10 14+52 NO A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 j fr, Lb DMOW
i
6-
i 4 C6
W
Q
{ I
SEWER LATERAL TABLE/ TR. NO. 16267-4
LOT #
_ CURVE
DESIGN STA.
AS—BUILT STA.
BACKFLOW
6
L2 A125 0
12+02
LENGTH
NO
7
14'18'9Q"-
12+55
76.14
YES
C2
24 41 'S8"
12+60
127.17
NO _
P
de JeS��t�y
PREPARED IN THE OFFICE INC.SEWER
nnADOLE AND ASSOCIATES, IN
RECORD DRAWING f
3�
C: No. 65195 °
10601 CHURCH STREET, STE. 107
DRAWN BY: TR. NO. 16267,
THESE RECOM DRAMIINOS HAVE 2EEN PREPAP�ED, IN !
as
RANCHO CUCAMONGA, CA 91730
32 3 7 `=
AS SHOWN
PART. ON THE BASIS OF T10N Oi�M1�IL&O AND
,� f,
PHONE (909) 948-1311
FURNISHED 6Y O THE WA.L NOT It
�'
Date : Z ry.�
RESPONSIBLE POR ANY 0R WNICH
14K
3
HAVE B� :N IrTSD MM TME DOOLVMM'i At
A
MJG/LP l Z - ZL :°
A RESIXT THEREOF
DATE ENGR. CITY 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.
SL WLIY (:AN rUN LAKL LANL
SEE LEFT HEREON
SEWER CANYON LAKE LANE
SEE LEFT HEREON
TIBURON WA Y
8
PAD=56.7
9
PAD=57.7
�3'.
' \
5
SEWER PENNARD LANE
SEE SHEET 4
LINE TABLE
_ CURVE
LINE BEARING
LENGTH -
L 1 N50'4555"E
CURVE
L2 A125 0
RADIUS .
5'55"E � 47.79
1'09"W _ 21.40
BENCH MARK: # 615
_ CURVE
TABLE:
CURVE
DEL TA
RADIUS .
LENGTH
TANGENT
C1
14'18'9Q"-
305.0
76.14
38.27
C2
24 41 'S8"
295.00
127.17
64:59
BENCH MARK: # 615
BASIS OF BEARINGS
RAILROAD SPIKE AT INTERSEC77ON OF
CITRUS AVENUE AND LOS- CEDROS
THE BEARING OF N70'35'271 ALONG THE
CENTERLINE OF SIERRA LAKES PARKWAY
AVENUE, IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVENUE.
AS SHOWN ON PARCEL MAP NO. 15629,
BLED IN BOOK 198, PAGES 60 THROUGH
64 OF PARCEL MAPS, WAS USED AS THE
BASIS OF BEARINGS FOR THIS MAP
SIERRA LAKES SPECIFIC PLAW
ELEVATION: # 1467.59
Supervision Of
CITY OF FONTANA, CALIFORNIA
Prepared Under The :
P
de JeS��t�y
PREPARED IN THE OFFICE INC.SEWER
nnADOLE AND ASSOCIATES, IN
IMPROVEMENT PLANS
3�
C: No. 65195 °
10601 CHURCH STREET, STE. 107
DRAWN BY: TR. NO. 16267,
-
SCALE
CS
RANCHO CUCAMONGA, CA 91730
CC _ _
TR.N0.16267 4, TR.N0.16267 5
AS SHOWN
DATE:-
DEC. 2003
h
ExP� 9 -3o -os
PHONE (909) 948-1311
DESIGNED BY
MJG/ EW ON CANY LA LA E do TIBURON WAY
9 CIVIC- ��
CALF
Date : Z ry.�
BY: APPRO BY: j
DRAWING NO.:
3
RCE 65195 EXP. 9-30-05
MJG/LP l Z - ZL :°
3504
5
CI ENGIN R.C. . 51152 DATE
0 G
J:\826-1181\Sewer\sewO3.dwg, 12/18/2003 08:58:08 AM, cc