HomeMy WebLinkAbout3085-40
s
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
1
11+72.92
16+02.25-YORBA
NO
2
11+21.37
NO
116
17+26.35
6+79.36 -BEL
NO
117
16+62.71
122
NO
116
16+46.71
FONTANA
NO
119
15+82.71
INSTALL
NO
120
15+66.71
115
NO
121
15+02.71
DETAIL ON SHT. I
NO
122
14+86.71
NO
123
14+22.71
NO
124
14+06.71
NO
PR. SD
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
125
13+42.71
16+02.25-YORBA
NO
126
13+26.71
NO
134
12+13.96
6+79.36 -BEL
NO
135
12+65.55
122
YES
136
12+94.15
FONTANA
YES
137
13+61.15
INSTALL
NO
138
13+77.15
115
NO
139
14+41.15
DETAIL ON SHT. I
NO
140
14+57.15
NO
141
15+21.15
NO
142
15+37.15
NO
SCALE IN FEET
0 40
80 1204 2
===0 CIOIL
to d
LOT NO.
DESIGN
"AS BUILT"
BACKFLOW
143
16+01.15
16+02.25-YORBA
NO
144
16+17.15
NO
145
16+61.15
6+79.36 -BEL
NO
146
16+97.24
122
NO
147
17+62.39
FONTANA
NO
146
17+79.03
INSTALL
NO
158
11+66.69
115
NO
159
12+18.69
DETAIL ON SHT. I
NO
STREET CL INTERSECTION
c�
STA 10+00.00 BC to
C CL +
MH #5 v-4 03
L
ro +
STA 14+46.01
Bev= �-���
8" SEWER PLUG
z
(j V2
0(j
z
e3
4
0
2002'10" IC -41
:82.13 PROP. WATER -
w
i4
-3.77
Ic-
16e, b
43.
STREET CL INTERSECTION
STA 19+54.02 - MEDINAH ST.
= STA 10+00.00 - BEI;, AIR DR c
VT nTMATJ RT
$17$p -y
--'N-88`5917"'--E,.T 537,47,,
j7
0
04 Inn E"
i-7 T-
iT
"'Ki
is r
137
136 138 139 140 141 y142 143 144 145 C6
c') 146
1 J:
135
134 + 147
STA 12+70.94
PR. SD CROSSING
148
co
14S RECORD DRAWL 4:;
STREET CL INTERSECTIO + U)
10+00-00-YORBA LINDA LN
;1AR f, ON THE aAsis or. I
10+00 -00 -SOUTH HILL WAY oNLZU-L8+j9,Qfi- - E.C. WORMATM COMMED
FUP"'�' -�i'O 8'y OTHEFLS. THE EMW*EA %"LL NOT BE BENCH MM 615
STA 12+23.04 /,;ZN E- CL MH #4 1� I
rnl PF-S-"n-N-6l'8LE FOR ANY ERRORS OR OMISSIONS WHICH
CL 42 kll�) HAVE BEEN.NCORPORATED INTO THE IDO -A
RALROAD SPIKE T INTERSECTION
YO RBA LINDA - LANE I 1� RFSULT TmtmEop CUME14TS AS
OF CITRUS AVE AND LOS CECROS
CONSTRUCTION NOTE
-
INSTALL
8" EXTRA
16+02.25-YORBA
LINDA U
CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF
FONTANA
STD. DWG. NO.
6+79.36 -BEL
AIR DR.
126 4 (TYP) 125 124
123
122
121 120
119 118
117 116
FONTANA
STD. DWG. NO.
125
INSTALL
8" V.C.P.
SEWER PLUG
115
INSTALL
CONCRETE
7
DETAIL ON SHT. I
C14
04
PROP WAIPOn
c�
STA 10+00.00 BC to
C CL +
MH #5 v-4 03
L
ro +
STA 14+46.01
Bev= �-���
8" SEWER PLUG
z
(j V2
0(j
z
e3
4
0
2002'10" IC -41
:82.13 PROP. WATER -
w
i4
-3.77
Ic-
16e, b
43.
STREET CL INTERSECTION
STA 19+54.02 - MEDINAH ST.
= STA 10+00.00 - BEI;, AIR DR c
VT nTMATJ RT
$17$p -y
--'N-88`5917"'--E,.T 537,47,,
j7
0
04 Inn E"
i-7 T-
iT
"'Ki
is r
137
136 138 139 140 141 y142 143 144 145 C6
c') 146
1 J:
135
134 + 147
STA 12+70.94
PR. SD CROSSING
148
co
14S RECORD DRAWL 4:;
STREET CL INTERSECTIO + U)
10+00-00-YORBA LINDA LN
;1AR f, ON THE aAsis or. I
10+00 -00 -SOUTH HILL WAY oNLZU-L8+j9,Qfi- - E.C. WORMATM COMMED
FUP"'�' -�i'O 8'y OTHEFLS. THE EMW*EA %"LL NOT BE BENCH MM 615
STA 12+23.04 /,;ZN E- CL MH #4 1� I
rnl PF-S-"n-N-6l'8LE FOR ANY ERRORS OR OMISSIONS WHICH
CL 42 kll�) HAVE BEEN.NCORPORATED INTO THE IDO -A
RALROAD SPIKE T INTERSECTION
YO RBA LINDA - LANE I 1� RFSULT TmtmEop CUME14TS AS
OF CITRUS AVE AND LOS CECROS
FT
------------------
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE -800-227-260C
A PUBLIC SERVICE BY UNKRGRMIG SERVICE ALERI
JJJ lamILARaimilIM
0 =mlru/mm
i'kv il-ty m-IFIVOIN
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.
AVE.. IN POWER POLE NO. 9011 E
ON THE EAST SIDE OF CITRUS AVE.
ao
2
BEARING OF NW3Cr066E ALONG
No. LINE OF SEC. 30. TANJUM,
I. PER R.S. 58/5. WAS IBM AS
BASIS OF BEARINGS FOR THIS
Prepared Under The SupervWm Of :
SIERRA LAKES SPECIFIC
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
V= O*FCH MTEF-7, STE 107 DRAM BY.'
RANCHO CUC CA 91M
PHONE DLS
03001 or
DLS
We CHEM W.1,
CITY OF FONTANA, CALIFORNIA
SEWER PLANS
TRACT No. 16175
YORBA ,LINDA LANE
-,!:) Z --
DATE
PLAN
DALE:Dw►rM+c Na:4
3085 27
J:\826-1176\SeweAsht4.dwV, 04124/2002 0127:48 PM, of
CONSTRUCTION NOTE
-
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" SEWER
LATERAL PER
CITY OF
FONTANA
STD. DWG. NO.
125
INSTALL
8" V.C.P.
SEWER PLUG
INSTALL
CONCRETE
BLANKET PER
DETAIL ON SHT. I
FT
------------------
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE -800-227-260C
A PUBLIC SERVICE BY UNKRGRMIG SERVICE ALERI
JJJ lamILARaimilIM
0 =mlru/mm
i'kv il-ty m-IFIVOIN
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.
AVE.. IN POWER POLE NO. 9011 E
ON THE EAST SIDE OF CITRUS AVE.
ao
2
BEARING OF NW3Cr066E ALONG
No. LINE OF SEC. 30. TANJUM,
I. PER R.S. 58/5. WAS IBM AS
BASIS OF BEARINGS FOR THIS
Prepared Under The SupervWm Of :
SIERRA LAKES SPECIFIC
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
V= O*FCH MTEF-7, STE 107 DRAM BY.'
RANCHO CUC CA 91M
PHONE DLS
03001 or
DLS
We CHEM W.1,
CITY OF FONTANA, CALIFORNIA
SEWER PLANS
TRACT No. 16175
YORBA ,LINDA LANE
-,!:) Z --
DATE
PLAN
DALE:Dw►rM+c Na:4
3085 27
J:\826-1176\SeweAsht4.dwV, 04124/2002 0127:48 PM, of