HomeMy WebLinkAbout2767-6lit
W
W
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i�
95
STA. 86+ 56.52
TGT NO. 16 t
FD. R.R. SPIKE, DN. 0.1'
ELEV.= 1045.32
I
i
RELOCATED VERTICALLY �
BY OTHERS PRIOR TO
:E) CONSTRucTION
0237-043-10
M
97
COUNT
--( 0237-043-18 I
A. MWAt t��.'ill F_ls%///////A
NEW
"_0
NMI
(16"W)
CITY
EXIST. CdtG � 0237-091-01
Slover
N
EXIST. CABG
98+00
0
000
U
TGT NO. NORTHING FASTING
BEARING
6
rConstruction
N89'44'51 "E
1320.39
Notes
�a
90 — 100
3/8"
20 — 60
N0.4
0-15
CONSTRUCT 12" EXTRA STRENGTH V.C.P SEWER
11R
0-5
ASTM C 131
ASTM C 131
LEST GRADING
TEST GRADING
O CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD
a:
DETAIL NO. 112
N
SEWER LATERALSIt
Q CONSTRUCT 6" EXTRA STRENGTH SEWER LATERAL PER
APN
DESIGN STA.
AS -BUILT STA.
CITY OF FONTANA STANDARD DETAIL. NO. 1259 125A.
rn�
0237-043-10
STA. 95+47f
°I's c• + ll
AND 1258 NTH STUB
0~
TA. 96+57f
(� t 57
O CONSTRUCT 8" EXTRA STRENGTH V.C.P SEWER
IT
- -
0237 043 18
S
9 7 t 7Z �'
5 CONSTRUCT 8" D.I.P. SEWER WITH MECHANICAL JOINT
O
0237-043-12
STA. 97+77f
RESTRAINT
00
Q
02`)7 -043-16
I
97+ 15t
6 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD
02 T7 -o - o
915+14+ -
DETAIL NO. 112, EXCEPT USE FLAT TOP IN LIEU OF
ECCENTRIC CONE ENTRY SHAFT
`°
Underground Service Alert
As -OHOW N
wI oo
g' •�
SECTION 4216/4217 OF THE GOVERNMENT
REGoR0 DRAWING
7 X700
'��'�
Ln
CODE REQUIRES A DIG ALERT IDENTIFICATION
Ln
NUMBER BE ISSUED BEFORE A PERWT TO
N
c EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
cn
-0
TOLL FREE 1-800-227-2600
cn
'£
TWO WORKING DAYS BEFORE YOU DIG
REN,
REVISION DESCRIPTION
DATE
ENGR. CITY
DATE
U"Up. ?-Tl�
LDK JOB
0237-043-12
10"G
(16"W) -
C�
(4..W)
99+00
100
101
STA. 99+76.91
TGT NO. 19
FD. 1" I.P. W/CO. TAG. FLUSH
ELEV.= 10499.12
F
CORD DRAWINGS
0237-052-10 N"GM cpM0 Wf 7W BI LA WILL NOT BESIBLE POP ANY !ice OA OMIS810NS N HOM
EEN8tJLT TFIER60f
—x x x
PP ,
101+00 /
(10"G)
( 'W)
(10--w)
-
p
p p pp pt30 p4 4
i
44'
0237-101-20
Avenue
SURVEY CONTROL DATA
TGT NO. NORTHING FASTING
BEARING
DISTANCE
16 10028.16 16656.46
N89'44'51 "E
1320.39
19 10033.98 17976.84
E:
y N
Na c 21042
SCALE: 1" 40'
LDC,nSUS
TE 1006 CONVENTION CENTER WAY
ONTARIO, CA 91764
(909) 937-0200
DOUGLAS H. MAYS R.C.E. No. 2f0'62
EXPIRES: 9-30-01
SELECT 1<
MATERIAL
90% COM
APPROVE
FILTER
FABRIC
12" VCP
TABLE: 200-1.2(A)
o
4» w lore °ore 0 iw
TYPICAL CROSS SECTION
N.T.S
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2
—
1"
—
3/4"
100
1/2"
90 — 100
3/8"
20 — 60
N0.4
0-15
NO.8
0-5
ASTM C 131
ASTM C 131
LEST GRADING
TEST GRADING
B
B
Bedding Detail
N.T.S.
PLAN /PROFILE FOR
SEWER IMPROVEMENTS
SLOVER AVENUE
FROM HEMLOCK AVENUE TO POPLAR AVENUE
0
1s•w
F'" 1
� - l
RECONSTRUCT MANHOLE
BASE AS REQUIRED
EXISTING
�) 8" SEWER
8" STUB—OUT
TO BE REMOVED
12" V.C.P. SEWER
L EXISTING MANHOLE, CONTRACTOR SHALL DETERMINE
EXACT LOCATION AND ELEVATION OF EXISTING SEWER
PRIOR TO CONSTRUCTION
Detail 'A'
N.T.S.
CITY OF FONTANA, CALIFORNIA
SLOVER AVENUE SEWER
°RAWNSLOVER AVENUE as saoWr
ccr
DMM Br. STA. 95+00 .00 TO M.H. STA. 97+82.00 DAM
CCp/wpT AUGUST. 1009
acam er: NvrRovEn er: s.. MAW=Na: s
DHT[ DA7E: 276711
e
6Ti3 CITY FNGDIFF)t RCE 29125
1107-S