HomeMy WebLinkAbout3791-3- -- � -_. � _ � - --` - --L�O T 15
S16
15' EASEMENT TO THE WEST
VALLEY WATER DISTRICT
FOR WATER PURPOSES
17
PROPOSED. 42'-' RCP
-z�
IvuyJ01 39 /Wl tvuu Jl '.)q
W
0
VERTICAL: 1"=4'
HORIZONTAL: 1"=40'
O T- 14
i ,lam
S16
S88
S12
Q. All
PRDP. ip-
S69 S (S
S55
S44
Li
r �_., }
S44
N89'29'21 "E
79.50'
644 c
S55.
80'
24+36.00
_j
f
23+90.00
SOB
NO
1 FL,'--
- 052.6 '3 S55
S88
.... ..... .
S89
04
CL
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SEWER CONSTRUCTION NOTES
INSTALL 12" "EXTRA STRENGTH"
VCP SEWER LINE (BEDDING
PER DETAIL ON SHEET 1)
ss
INSTALL 15" "EXTRA STRENGTH"
VCP SEWER LINE (BEDDING
PER DETAIL ON SHEET 1)
ADJUST MANHOLE RIM TO GRADE
AFTER FINAL PAVING IS INSTALLED
PER CITY OF FONTANA STD. 109
+
PROVIDE MANHOLE SHAFT SAFETY LEDGE PER APWA STD. 330-1
CONSTRUCT 5' 0 MANHOLE PER CITY OF FONTANA STD. 112
(MANHOLE DEP77-1>15" OR
+
CO
SEWER PIPE DIAMETER>15")
INSTALL 6" VCP 450 ELL
Clq
INSTALL 6" VCP PLUG
INSTALL 15"X6" VCP WYE
0
VERTICAL: 1"=4'
HORIZONTAL: 1"=40'
O T- 14
i ,lam
S16
S88
S12
Q. All
PRDP. ip-
S69 S (S
S55
u7 7
Nr
30' EASEMENT TO THE CITY
`'. I �' + —
OF FONTANA FQR SEWER -
PURPOSES , ( ,
-6.
QV /IV,-iIALL 5 Z:iLWLH LATERAL BA4313 OF BEARING
INSTALL 12"X6" VCP WYE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
D I't GAL RT
DIAL TWO WORKING
TWO WORKING
BEFORE DAYS BEFORE
YOU
YOU DIG YOI I DIG
\VIM I
TOLL FREE 1—BOD-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
COORDINATE SYSTEM I-UI'4r- U. DAar_U LOCALLY ON THE COUNTY OF SAN
BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON
FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS
STATION 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE
OF SAID COUNTY SURVEYOR.
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE. NO.
REVISED ELEVATIONS
REVISION DESCRIPTION
1 S= 0.02 S= 0.02 1
1056.72 TOP 6"_ -SEW .1658.92 TOP 6
105ZJ5 BOT 42" SD 1060.44 BOT.
12 SD
SEW
SD
"
ss N00 319 Wr
-70
00
45EA SEMEN t TO THE Cl TY
OF FONTANA FOR STORM
DRAIN PURPOSES
llr%
C4
i;5N00'31139"W,:� r\
LOC_yj
LO
r -z
. r14J
---------
15z
I
t C%4
+
ui
LO
O ;
S44
3"
r �_., }
S44
N89'29'21 "E
79.50'
644 c
S55.
80'
24+36.00
_j
f
23+90.00
SOB
NO
S88
.... ..... .
S89
04
CL
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14:zL0
K
C)
*-
oLo.,
qc
+
+
n L
PROPOSED
12" WA TER LINE
+
CO
Clq
u7 7
Nr
30' EASEMENT TO THE CITY
`'. I �' + —
OF FONTANA FQR SEWER -
PURPOSES , ( ,
-6.
QV /IV,-iIALL 5 Z:iLWLH LATERAL BA4313 OF BEARING
INSTALL 12"X6" VCP WYE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
D I't GAL RT
DIAL TWO WORKING
TWO WORKING
BEFORE DAYS BEFORE
YOU
YOU DIG YOI I DIG
\VIM I
TOLL FREE 1—BOD-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
COORDINATE SYSTEM I-UI'4r- U. DAar_U LOCALLY ON THE COUNTY OF SAN
BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON
FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS
STATION 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE
OF SAID COUNTY SURVEYOR.
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE. NO.
REVISED ELEVATIONS
REVISION DESCRIPTION
1 S= 0.02 S= 0.02 1
1056.72 TOP 6"_ -SEW .1658.92 TOP 6
105ZJ5 BOT 42" SD 1060.44 BOT.
12 SD
SEW
SD
"
ss N00 319 Wr
-70
00
45EA SEMEN t TO THE Cl TY
OF FONTANA FOR STORM
DRAIN PURPOSES
llr%
C4
i;5N00'31139"W,:� r\
LOC_yj
LO
r -z
. r14J
---------
15z
I
t C%4
+
ui
LO
O ;
1 LINEA
3"
r �_., }
S44
N89'29'21 "E
79.50'
644 c
S55.
80'
24+36.00
S69
f
23+90.00
SOB
NO
S88
.... ..... .
S89
4/05
DATE 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 STANDARDS IN EFFECT.
Aw- -a,%
ON ir
6 H.
NO. 33366 9a m
EXPIRATION
6-30-2006
clvl\.
1111%4,4.
e of•* * - I
lSCAL& ct: 1 40'
0
2
3"
DISTANCE
1
N89'29'21 "E
79.50'
120'
0 40'
80'
COURSE DATA
❑
BEARING
DISTANCE
1
N89'29'21 "E
79.50'
2
N89 *29 *21 "E
19.50'
SEWER LATERAL TABLE
LOT NO.
DESIGN
AS BUILT
BACKFLOW
LOT 14
27+26.001
NO
LOT 15
24+36.00
YES
LOT 17
23+90.00
NO
PROTECT ALL EXISTING UTILITIES IN
PLACE UNLESS OTHERWISE NOTED.
NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
CITY OF FONTANA, CALIFORNIA'
I lul'ff-qftwz-(xlN_ s
31EWF=muE_'la' OGPum2Q8VFENF=H7 PLAMS
Huitt-Zollars, Inc. Ontario DRAWN BY: LINE A SCALE:
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400 H -Z STAFF HORIZ.: 1"=40'-
H .
APPROVED
0=40' -
APPROVED BY MAURICE H. MURAD R.C.E.
33366
PLAN a PROFILE VERT.: 1 =4
DESIGNED BY:
M.H.M. FROM_ ± 900' NORTH OF SANTA ANA AVE DATE: .
EXPIRES DATE TO *A900' NORTH OF, SANTA ANA AVE 02-26-2005
CHECKED BY:-" ARP D BY: DWG. NO.:
6-30-06M.H.M.
9� - 7- cT
CITY 11 ENGINEER R.C.E. 51152 DATE: 1 3791.. 10