HomeMy WebLinkAbout3439-4AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED " THE
PUSLIC WURKS STANDARDS INC.,
HOUSE CONNECTION REMODELING
STANDARD PLAN
METRIC
GREENDOOK COMMITTEE
-
223-1
1964
150 (6)
4
REV. 1Bw
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 3
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PUN
METRIC
223-1
HOUSE CONNECTION REMODELING
200 (8)
SHEET 3OF3
_. _ _ _. _ __. _. -__
_ _ } OR 4
_.__ ____._ ____. -__. ___- _.._ - ___.__.. _____._ _.-__. ._... .. __
_ }VET 4
_ _ I —I
10+00 11+00 12+00 13+00 14-+00 PLAN 1„- 40' 15+00 16+00 17+00
SCALE IN FEET
40 80 120
ccc cuccr *7
160 '��PSC=A1” = 40'
i
SEE SHEET 2 SEE SHEET 5
CONSTRUCTION NOTES:
1� INSTALL 8" EXTRA STRENGTH V- C. P. SEWER.
2Q- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (I51=48").
4�- INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
5a- INSTALL FLAT WYE PER A.P.W.A. STD. 223-1, CASE E.
TOLL FREE 4'4� 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
RECORD DRAWING 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.
L
3
UNDISTURBED
EARTH
CONCRE
AS DET
SHALL
° TEES 0
PIPE WI
' OF THE
THAN I+
SLOPE
STEEPER
NOTE 6
25 mm (I-) THICK 125 mm (1.) SAND "'c
\—NEW SEWER
EXPANSION JOINT CUSHION OR APPROVED 1.2 m (41)
FILLER EXPANSION JOINT
MATERIAL (SEE NOTE 8) MIN.
CASE G CASE R
' CONCRETE ENCASEMENT
AS DETAILED HEREON
SHALL BE USED FOR
TEES OR WYES AND PIPE
-WHERE THE SLOPE OF THE
PIPE IS STEEPER THAN
1:1 OR SEE NOTE 6
Q �y TEE OR WYE
NEW SEWER
(SEE NOTE 9) 12 m (4') 14
EXPANSION JOUNT FILLER
CASE H
25 mm (11) SAND CUSHION
THICK OR APPROVED EXPANSION
JOINT JOINT MATERIAL
(SEE NOTE 8),
CASE S
X
x o:
NOMINAL DIAMETER MINIMUM DIMENSIONS
OF PIPE X
mm (inches) nlm (inches)
150 (6)
75 (3)
200 (8)
100 (4)
250 (10)
125 (5)
300 (12)
150 (6)
4
3
CASE K SECTION A -A
CONCRETE ENCASEMENT DETAIL
(SEE NOTE 5)
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
rM�ETRIC -
HOUSE CONNECTION REMODELING��h� Y ,SHEET 2oF3
SEWER LATERAL TABLE
LOT #
DESIGN STA.
AS -BUILT STA.
BACKFLOW
13
10+56
RAILROAD SPIKE AT INTERSECTION OF
YES
14
11+5J
TOWNSHIP 1 NORTH, RANGE 5 WEST,
YES
15
11+76
TR. NO. 15908, FILED IN BOOK 271, PAGES
NO
16
12+74
ELEVATION: # 1467.59
NO
73
13+84
Prepared Under The Supervision Of
YES
74
14+86
MADOLE AND ASSOCIATES, INC.
YES
75
15+06
10601 CHURCH STREET, STE. 107
NO
76
16+16
PHONE (909) 948-1311
NO
77
16+36
NO
78
16+42
NO
79
16+48
NO
80
16+30
NO
81
15+64
NO
82
14+50
NO
83
14+30
NO
84
13+ 16
NO
85
12+96
NO
86
11+88
NO
87
11+57
NO
88
10+60
NO
fo 3537 RECORD DRAWING
i- *]�nTHESE RECORD DRAWINGS HAVE BEEN PREPARED IN
-
AAW—
BENCH MARK: # 615
BASIS OF BEARINGS -
THE BEARING OR N 89'40'40" E ALONG THE
RAILROAD SPIKE AT INTERSECTION OF
SOUTH LINE OF SECTION 30,
CITRUS AVENUE AND LOS CEDROS
TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVENUE, IN POWER POLE NO. 9011E
SAN BERNARDINO MERIDIAN, AS SHOWN ON
ON THE EAST SIDE OF CITRUS AVENUE.
TR. NO. 15908, FILED IN BOOK 271, PAGES
34 THROUGH 39 OF MAPS, WAS USED
ELEVATION: # 1467.59
rS THE BASIS OR BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of
QR�iV
PREPARED IN THE OFFICE OF
de JeS�C Fy
MADOLE AND ASSOCIATES, INC.
C No, 65195
10601 CHURCH STREET, STE. 107
C$
RANCHO CUCAMONGA, CA 91730
'
PHONE (909) 948-1311
,p, Expl 9-30-05 Q
Date s- t 3 -
E 65195 EXP. 9-30-05
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEEr, WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
` HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RFSI ILT THFRFAF
DRAWN BY:
CC
DESIGNED BY:
MJG/LP
BY:
MJG/L
CITY OF FONTANA, CALIFORNIA
SEWER IMPRO VEMENT PLANS
TRACT"' 16363
WI�I TER N GH T COURT
__
APPROVED BY:
P TY ENGINEER R.C.E. 51152 DATE
SCALE:
1 "=40'
DATE:
NOV. 2003
DRAWING NO.: 4
3439 8
JA685-1650\sewer\sew04.dwg, 05/13/2004 01:44:26 PM, cc