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SEE CITY DRAWING
COUNTY DWG SHEET No.16 OF 100 FOR
EXISTING SEWER PLANS
DATE: SEPTEMBER, 1956
STA. 1+00 C/L OF M.H. #1
/CONST.M.H.PERSM.DWG.110
37'` OVER EX. 8" SEWER AND JOIN TO EX.
2+00
20' WIDE
SEWER EASEMENT
FPER CITY STD.6001
5.0'7 NUEVO AVENUE
Z „
SCALE: 1 = 40
6" MAX. SIZE
NATIVE SOIL ---
COMPACTED 90%
6' MIN
10' MAX
N
3' MAX SIZE
— NATIVE SOIL
COMPACTED 95%
1" MAX SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%
12" MIN.
w
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o
8" VCP 4"
TYPICAL BEDDING FOR 8" VCP
LESS THAN 10' DEEP
- NOT TO SCALE
3+00
STA. 3+85, C/L OF M.H #2
INSTALL M.H. PER STD. C
20' WIDE
SEWER EASEMENT
PER CITY STD.6001
mill]
20' WIDE
SEWER EASEMENT
PER CITY STD.6001
.e +
TABLE: 200-1.2 (A)
SLEVE SIZE
PERCENTAGE
PASSING SLEVES
1 1 /2"
—
1"
—
3/4"
100
1/2"
90-100
3/8"
20-60
No.4
0-15
No.8
0-5
ASTM C 131
TEST GRADING
B
Associated Engineers
3311 EAST. SHELBY STREET + ONTARIO, CALIFORNIA 91764
TEL.: (909) 980-1982 • FAX: (909) 941-0891
FILE: W:\\2000\00161\DWG\SEWER\00161 SEWER. DWG
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS
BASED UPON THE CENTERLINE OF VALENCIA
AVENUE SHOWN AS N 89'44' E PER TRACT No.
2266, RECORDED IN BOOK 32 OF TRACT MAPS,
PAGES 43 THROUGH 53, RECORDS OF SAID COUNTY.
BENCHMARK
BRASS CAP LOCATED N. END OF NW CURB RETURN
SIERRA AVE. AND ARROW WHY.
EI. =1275.32
4+00 5+00
NEW 8" VCP SEWER
52.96 IN'
EXISTING 8" SEWER TO BE
REMOVED AFTER MANHOLE
BASE CONSTRUCTION
1. CONSTRUCT MANHOLE BASE AND INVERT AROUND EXISTING
FINI`''I IMr'Al1r
EX. 8" SEWEI
TO REMAIN
NOTE: �� — 53.26 INV
CONTRACTOR TO MAINTAIN CONSTRUCT NEW MANHOLE
EXISTING SEWER FLOW
6+00
7+00
0
- it II
LLJ
W
O C%7 SEE CITY DRAWING
O ' COUNTY DWG SHEET No.16 OF 100 FOR
— l EXISTING SEWER PLANS
N 89'44'20" E 178.00'1 , \DATE: SEPTEMBER,1956
STAB 5+67, C/L OF M.H. #3=
W 5 i TSTA. 14+69, C/L OF EX. 8" PIPE
-- - } -- ---- BEG. ABANDON IN PLACE OF EX. 8" SEWER
z
I t !CONST. M.H. PER STD. DWG. 110 OVER
20' WIDE 'EX. SEWER AND JOIN TO PROP. 8" SEWER
{� WER--EASEMENT r
U PER CITY STD. 6001 6
Q
❑ ❑ : L. ❑
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DURING CONSTRUCTION
SEWER MANHOLE No. 1
PLAN
N.T.S.
NOTES
8" SEWER, INSTALL RINGS NEEDED TO MAKE UP REQUIRED
DEPTH, TAPER CONE AND C.I. MANHOLE FRAME AND COVER
2. EXISTING 8" SEWER SHALL REMAIN OPERATIONAL
AT ALL TIMES DURING CONSTRUCTION
REMOVE INTERFERING PORTIONS
AND RE -CHANNEL BOTTOM
EXISTING 8" SEWER
5.0' DIA.
CONSTRUCTION NOTES
01 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA
STD. DETAIL 110
O2 TIE TO EXISTING 8" VCP SEWER- REMOVE PIPE AND
RECONNECT SEWER INTO PROPOSED MANHOLE
30 INSTALL 8" CLEANOUT AT EXISTING 8" SEWERLINE
PER CITY OF FONTANA STD. DETAIL 128
40 STUB -OUT AND CAP EXISTING 8" SEWERLINE
50 INSTALL 8" EXTRA -STRENGTH V.C.P. SEWERLINE
60 REMOVE EXISTING 8" SEWERLINE
NOTE: CONTRACTOR MAY ELECT TO CRUSH IN PLACE EXISTING 8" SEWER LINE
BETWEEN EXISTING MANHOLE AND NEW MANHOLE No. 3 INSTEAD OF
REMOVAL OF SAID SEWER LINE
/lis_ /539