HomeMy WebLinkAbout3524-3WHITE OAK LN.
SEE SHEET 4
i I117 118 119 120 121 122
I 115 116
I I
1052.8 1052.7 1052.5 1052.3 1052.0 1051.8 1051.7 1051.5
i 36" RC SD PER
5 I 1+00.00 Pod OAK LANE
1" W TER SERVICE 8" WATER CITY D `G. N0. 3525 30"
2+82.00 SOU WOOD WAY 2
1053.5 �� (TYP)` BY OTHERS MH NO. 44 - - -- P 3 RIW - CITY
4 -,
.9
1053.3 �
2+62.25 POSTZAK
4 1 +00.00 WH OAK i
MH N09
3
1053.2
(*) CONTRACTOR TO POTHOLE &
FIELD VERIFY AND NOTIFY
ENGINEER OF ANY DEVIATION
BENCH MARK:
EL = 1077.40
CHISELED BOX IN EASTERLY TOP CURB,
TAMARIND AVE.; 60' SOUTH OF TAMARIND
CT., 500' SOUTH OF SLOVER
BASIS OF KARINGS:
THE BEARINGS HEREON ARE BASED ON THE
CENTERLINE OF JURUPA AVENUE SHOWN AS
NORTH 89'04'00" EAST PER PARCEL MAP NO.
16074 P.M.B. 278/78-92.
/ I , VY�2
R W XING
D R6 NO. 3525
1 22' 2 1
1 E 8" WATER XINC 139
1052.8 I 5' II 6 I 12" SEWER 1052.0
140
SOURWOOD WAY 1052.2
SEE RIGHT
• • T
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N
1
4
WHITE ASH LN.
SEE SHEET 5
123 i
1051 . 7i
I
SD PER �� I
-N0 3525
T� I 132
1052.2
� L��
0�1
i
131
� 1052.4
i
3+29.53 77 RIW
12 SEWER XING
24" RCP SD ER
CITY DWG. NOi 3525
138 137 136
1051.8 1051.6 1051.7
REVISION DESCRIPTION
RECORD DWG.
4+67.47 POST OA LANE
CC.
1 +00.00 WHITE ASH LANE
MH NO. 45
135
1051.8
C
' $
=
N0.63494
Exp. Sept. 30, 2008
s� CIVt\-
�rFOF r.AvF
133
1052.1
134
1052.0
1
1 22'2 1 '
6 I-.,--,2+82.00 SOURWOOD LN.
I�5' S MH NOPO 4T OAK LN.
i
-
I
1 , 71.37
� C�j
1""
SEWER 2
" RCP SD ING J�'' 3 N
t CL N
W �
LLJ�...
I �
3
POST OAK LN.
SEE LEFT
115
116
� I
117
I Qo
R IN 2
N In
I A -i
1+5700 118
REMOVE PLUG 140 ic
JOIN EXISTING 1052.2
t 5 I ( 12" SEWER PER
CITY DWG. 3518 119SHEET 3 r i
UNDERWOOD DR. POST OAK LN.
SEE TR. NO. 15455-1 SEE LEFT
CITY DWG.' 3518
0
SOURWOOD WAY
PROFILE SCALE
HORIZ. 1" = 40'
VERT. 1" = 4'
SEWER CONSTRUCTION NOTES:
Q INSTALL 8" EXTRA STRENGTH VCP SEWER LINE
2O INSTALL 12" EXTRA STRENGTH VCP SEWER LINE
3O INSTALL 4" SEWER LATERAL & RESIDENTAIL CLEAN-OUT PER CITY OF
FONTANA STD. 125
® INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD. 112
POST
UNEK.UI AVE DATA TABLE
®0
BEARING/DELTA RADIUS
LENGTH TANGENT
1
N89 2742E --
162.25' --
2
N89 27'42"E --
367.47' --
3
N0032'18"W --
125.00' --
POST
OAK LN. &
SOURWOOD WY.
LOT NO.
DESIGN "AS
BUILT" BACKFLOW MODIFIED WYE
PREVENTER
1
1+76
NONE
NONE
2
2+25
NONE
NONE
3
2+51
NONE
NONE
115
1+94
NONE
NONE
116
1+46
NONE
NONE
117
1+05
NONE
NONE
118
1+53
NONE
NONE
119
2+01
NONE
NONE
120
2+54
NONE
NONE
121
3+01
NONE
NONE
122
3+56
NONE
NONE
123
4+07
NONE
NONE
134
4+62
NONE
NONE
135
4+26
NONE
NONE
136
3+72
NONE
NONE
137
3+25
NONE
NONE
138
2+70
NONE
NONE
139
2+29
NONE
NONE
140
1+76
NONE
NONE
'
RCE NO. 63494 EXP. 09-30-08 40 30' 20' 10' o' 40' 80'
GRAPHIC SCALE. 1 "=40' Q
J
C o
DATE ENGR. CITY DATE '
PLANNING ■ DESIGN ■ CONSTRUCTION �'�� OF ■ ON� � %+ CALIFORNIA U
Q�p f E S S I pN9 3536 CONCOURS, SUITE 220 V
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o ��+► ONTARIO, CALIFORNIA 91764-5592 SEWER IMPROVEMENT PLAN
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��� ��� 'Sj� ��, ® e ® 909.581.0195 ■ FAX 909.581.0192 ■ wwrw.RBF.com SCALE: o
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� N m DRAWN BY: POST OAK LN. & SOURWOOD WY 1 " = 40'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO W "° .63494 ^' CONSULTING M. E.
Exp. 9/30/06 JOB NUMBER
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s� ��
PREPARED ND H U ISI OF: DESIGNED BY: TR T 6495 15-100636 Q
STANDARDS IN EFFECT .qjF OF C �`�Eo�� DATE: R G PP D B . DRAWING N0. 3
07 - CHECKED BY: - �� " 3524 a_
03/08 MCH c� ®1 MATT W C. HICKS RCE N0. 63494 EXP. 09-30-06 ,( U B RIC'"T"" SANDOVAL R.C.E. 51152 DATE: 8