HomeMy WebLinkAbout3176-2DWG. NO. 2081
STA. EQUATION:
19+72.55 (BACK) SCALE: 1 40
=STA 9+90.00 (AHEAD) Ae
14
REMOVE EXISTING CLEAN-OUT — -- — - --
AND JOIN NEW 8" VCP WITH -7 659.87'_
52 2 3 4 5 6 7 8 9 10 11 2
EXISTING 8" VCP, PER DWG. 1
S
81 [�--
MAINTAIN0.0076 GRADE OF EXIST. PI 120 12' "l 2'
I II
II 1 EXISTING WATER
LP
00 3 (TYP) STA 13-51.54 LJ STA 115+71.54
STA 174-71.54
II I0- CL MIA
CL MH #2
z #3
CL MH #4
II 1 C)o
4 4 4
D ��_
- - - - --
1 II
777;:.4
0 i1
[
"graoil 0 Lr
w L0 00
I D
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
1
11+93
PRECAST CONCRETE MANHOLE PER
YES
2
12+58
Prepared Under The Supervision Of
NO
3
12+83
(-4)
NO
4
13+66
YES
5
13+95
YES
6
14+75
4
NO
7
141-92
4
NO
8
15+65.50
0
NO
9
15+98
YES
10
16+74
a:
NO
11
0
ANVVVVVVVVVVVVANN~
NO
12
17+62
NO
z-
w 1
DESIGN
"AS BUILT"
- - ---
- _- - - -
-
PRECAST CONCRETE MANHOLE PER
NO
SHOULD CONSTRUCTION OF THE REQUIRED IMP OVEMENTS NOT
17+15
Prepared Under The Supervision Of
NO
15
16+79
(-4)
77 -7 -------------------
16
16+08
0
>
15+82
YES
18
4
4
D OFFICE O
PREPAREIN THE MADOLE AND ASSOCIATEFS, INC.
:D
14+65
4
4
20
- -1
0
YES
21
13+61
YES
22
12+93
a:
NO
23
12+68
ANVVVVVVVVVVVVANN~
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
Uj No. 62163 M
10601 CHURCH STREET, STE. 107
NO
DIAL TWO WORKING
THE CITY ENGINEER MAY REQUIRE REVISIONS 1-0 THE PLANS TO
cr x
Exp: 9-30-05
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
cc
PROFOSED
WATER
ROSE
LANI-Pi
YOU DIG YOU DIG
w
_j
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
cl V
UFF'CAU
`CAk
Date :1-t0-07—
BY OTHERS
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
_j
STANDARDS IN EFFECT.
"j
RCE 62183 EXP. 9-30-05
24
23
22
21
20
19
18
17
16
15
14
13
100
- - - - - - - - - - -
- - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - -
-o
- - - - - - - - - - - - - -- - - - -
r - - - - - - - - - - -
BENCH MARK: #360
BASIS OF BEARINGS:
THE BEARING OF N 00'22'40" E ALONG
NOTE: CITY OF FONTANA BENCH MARK # THE CL OF BEECH AVE., AS SHOWN ON
360 A NAIL IN POLE # 1563704E AT TR NO 13325-2, FILED IN BK. 216, PG.
SOUTHWEST CORNER OF LIME AVE. 13-18, INCLUSIVE IN MAPS IN THE OFFICE
**CONTRACTOR TO VERIFY VERTICAL AND OF THE COUNTY RECORDER OF S.B.C.,
AND BASELINE AVE. WAS USED AS THE BASIS OF BEARING FOR
HORIZONTAL LOCATION OF EXISTING ELEVATION: 1376.03 THIS MAP.
UTILITIES PRIOR TO CONSTRUCTION DCA/ DMVISION nC7C'flDlp"nnm DATE r"WID CITYDATE
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
13
17+57
PRECAST CONCRETE MANHOLE PER
NO
SHOULD CONSTRUCTION OF THE REQUIRED IMP OVEMENTS NOT
17+15
Prepared Under The Supervision Of
NO
15
16+79
(-4)
NO
16
16+08
YES
17
15+82
YES
18
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
ESS
Q\AOMA / -
D OFFICE O
PREPAREIN THE MADOLE AND ASSOCIATEFS, INC.
19
14+65
NO
20
13+85
YES
21
13+61
YES
22
12+93
NO
23
12+68
ANVVVVVVVVVVVVANN~
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
Uj No. 62163 M
10601 CHURCH STREET, STE. 107
NO
DIAL TWO WORKING
THE CITY ENGINEER MAY REQUIRE REVISIONS 1-0 THE PLANS TO
cr x
Exp: 9-30-05
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
BEFORE Wkk DAYS BEFORE
YOU DIG YOU DIG
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
cl V
UFF'CAU
`CAk
Date :1-t0-07—
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
STANDARDS IN EFFECT.
"j
RCE 62183 EXP. 9-30-05
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
13
17+57
PRECAST CONCRETE MANHOLE PER
NO
14
17+15
NO
15
16+79
(-4)
NO
16
16+08
YES
17
15+82
YES
18
15+02
NO
19
14+65
NO
20
13+85
YES
21
13+61
YES
22
12+93
NO
23
12+68
NO
24
11+88
NO
0 1
INSTALL
8"
EXTRA STRENGTH V.C.P. SEWER
CONSTRUCT
PRECAST CONCRETE MANHOLE PER
CITY OF
FONTANA STD. DWG. NO, 112 (I.D.=48")
INSTALL
4"
EXTRA STRENGTH V.C.P. LATERAL
(-4)
INSTALL
4"
BACKFLOW PREVENTION DEVICE
SCALE IN FEET
112
CITY OF FONTANA, CALIFORNIA
TR1 6273
DRAWN BY: DLS SEWER PLANS
DESIGNED BY: DLS ROSE LANE
BY. APPRPVtDR:
LLP 7
GfITY ENGINEER R.C.E. 51152 DATE
m
SCALE:
AS SHOWN
DATE:
APRIL, 2002