HomeMy WebLinkAbout5497-3C=) I
O
CD Ln
O c'?
+ r --
CIA
N LC)
N
ALL 2j 0 LF
15" EXTRA STRENGT
V.C.P. SEWER
O
w
N N 0 -
Pe)
M r; a
r- r-
+ +�
N N W
N N m
122+00
NOTE
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL
VERIFY EXISTING LOCATION AND ELEVATION AT POINT OF
CONNECTION AND SHALL NOTIFY ENGINEER IMMEDIATELY
OF ANY DISCREPANCIES.
Z �\
1
N —I' ---
Q
W 1 _ -
O (j)
+ W 12 +00
N
r
H
123+00
INSTALL 296.00 LF 15" EXTRA STRENGTH V.C.P.
125+00
SCALE: 1 "= 40'
CITRUS AVENUE
Ilk
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
7
REVISION DESCRIPTION
L
+I
J N
U rn
N 11
Lf)
I� rr
Lr)
N
r
d �w
�N Nom_
o++6
Z:U-)LOw
IW C104cn
126+00
h
� I
DUNCAN CANYON ROAD
DATE I ENGR. I CITY I 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.
BENCH MARK: # 6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
PROFILE
HORIZ T'- 40'
VERT 1"= 4'
PLAN 1 "= 40'
SCALE IN FEET
M
CONSTRUCTION NOTES
O1 INSTALL 15" EXTRA STRENGTH V.C.P. SEWER MAIN.
O2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY STD. DWG. NO'S. 2000, 2001 & 2003.
O3 INSTALL VCP PLUG.
4O INSTALL 12" EXTRA STRENGTH V.C.P. SEWER MAIN.
rr«rrir«v IIV 1 Fir- lJrrlul: vr.
CITY OF FONTANA, CALIFORNIA
LSSI ��
OFF-SITE SEWER IMPROVEMENT PLANS
��G�Z
(NMADOLE
Z�
LLJ No. 36637 C rMin
9 0
302 PITTSBURGH AVE., SUITE 23
RANCHO CUCAMONGA, CA. 91730
DRAWN BY:
EH
CITRUS AVENUE
SCALE:
AS SHOWN
Exp: 06-30-18
PHONE 909.481.6322
Engineering Communities for life FAX 909.481.6320
STA. 122+00.00 TO DUNCAN CANYON ROAD
DESIGNED BY:
DATE:
s, �P
BIL / E H
I'
JUNE, 2016
CCC
---
� CCCCC�
— ------
CHECKED BY:
W L I
APPROVED BY: {
�7/31/2017
DRAWING N0. 3
WE NDELL IWATSURU EXP. 18
C
1
5497
R 36637
3
CITY ENGINEER R.C.E. 51152 DATE
CCC �
CCCCCC�
CCC
CCC CCCCC�
126+00
h
� I
DUNCAN CANYON ROAD
DATE I ENGR. I CITY I 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.
BENCH MARK: # 6-7
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE AS
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
PROFILE
HORIZ T'- 40'
VERT 1"= 4'
PLAN 1 "= 40'
SCALE IN FEET
M
CONSTRUCTION NOTES
O1 INSTALL 15" EXTRA STRENGTH V.C.P. SEWER MAIN.
O2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER
CITY STD. DWG. NO'S. 2000, 2001 & 2003.
O3 INSTALL VCP PLUG.
4O INSTALL 12" EXTRA STRENGTH V.C.P. SEWER MAIN.
rr«rrir«v IIV 1 Fir- lJrrlul: vr.
CITY OF FONTANA, CALIFORNIA
LSSI ��
OFF-SITE SEWER IMPROVEMENT PLANS
��G�Z
(NMADOLE
Z�
LLJ No. 36637 C rMin
9 0
302 PITTSBURGH AVE., SUITE 23
RANCHO CUCAMONGA, CA. 91730
DRAWN BY:
EH
CITRUS AVENUE
SCALE:
AS SHOWN
Exp: 06-30-18
PHONE 909.481.6322
Engineering Communities for life FAX 909.481.6320
STA. 122+00.00 TO DUNCAN CANYON ROAD
DESIGNED BY:
DATE:
s, �P
BIL / E H
JUNE, 2016
�TFOF/CALIF
pq
CHECKED BY:
W L I
APPROVED BY: {
�7/31/2017
DRAWING N0. 3
WE NDELL IWATSURU EXP. 18
5497
R 36637
3
CITY ENGINEER R.C.E. 51152 DATE