HomeMy WebLinkAbout3018-5RW
PUE
t I
1 I
I I
I
I
25'
18' t I
I I
1 I
I1 I
I IIIQ.
OR11
AE= x111
I
I
I
I
PROPOSED 24' STORM DRAIN
PER CITY DWG. N0. 3407
LOT 67
SCALE,
STREET
r
I L
I EX. 20'
WTR
EX.8„ I
SEWER MAIN I
4.6'1
1.3'1
STRAIGHT LATEF
RW
I PUE
t ,
I I
I
t
1
25' i
t
I
I 18' I
t
t
1 �
1
1
t t
EX. 20"
WTR
I
L I
SWR ' I
PROPOSED 24" STORM DRAIN
PER CITY DWG. NO. 3407
LOT 68,
RW PUE
5'
I
I
I
I
t
t I
T
1 I 4" HOUSE LATERAL CONNECTION
1 ! PER APWA STD 223-1 MODIFIED FOR 4" VCP
i
24'SD
TYPICAL 4' HOUSE LATERAL
CONNECTION
SCALE 1"=20'
L
- o
CONCRETEo.'oJ ,
SUPPORT
WALL (SEE
NOTE 10)
CASE A
L
-I
SEWER LATERAL CROSSING TABLE
L_
LOT N0.
SEWER MAIN
INV. ELEV.
TOP OF LATERAL
BELOW WTR
BOTTOM OF WTR
ABOVE LATERAL
ENCASE
YES NO
67
133T2-0
1334.83
1335.17
YES
68
1334.50
1335.27
1335.44
YES
69
1335.18
1335.95
1336.31
YES
70
1335.53
13M.30
1336.89
YES
71
13M.26
1337.361338.51
25 mm (I') THICK
NO
72
1336.45
1337.53
1338.98
NO
73
1337.88
1339.60
1340.80
NO
74
1338.29
1340.00
1341.27
NO
75
1339.88
1341.60
1342.81
1 NO
76
1345.71
1347.43
1348.44
77
1M6,09
1347.81
13W.96
NO
78
1347.55
134.7
1350.40
NO
79
1347.93
1349.65
13W.76
NO
80
1348.88
1350.60
1351.67
NO
L
- o
CONCRETEo.'oJ ,
SUPPORT
WALL (SEE
NOTE 10)
CASE A
L
-I
L
L
4 t" - �♦
+' A
25 mm (11 THICK UNDISTURBED EARTH
EXPANSION JOINT 2S mm (I') SAND
FILLER CUSHION OR APPROVED
EXPANSION JOINT
MATERIAL (SEE NOTE 8)
CASE D
OPTIONAL
CLEANOUT
/ (SEE NOTE II)
Y
i �
25 mm (1') THICK
EXPANSION JOINT UNDISTURBED EAR
FILLER
L
CASE E
-- -----
o t ( ♦. - 6
25mm (I')
THICK
EXPANSION 11 I -
JOINT
FILLER - -� -
- I
UNDISTURBED
EARTH
UNDISTURBED I
.
A EARTH A
25
mm (I') SAND CUSHION �_'_ t 25 mm (11 SAND
OR APPROVED EXPANSION 25 mm (1') THICK CUSHION OR APPROVED
JOINT MATERIAL EXPANSION JOINT EXPANSION JOINT
(SEE NOTE 8) SADDLE FILLER MATERIAL (SEE NOTE 8)
CASE C CASE F
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MINIMUM DIMENSIONS
. X
mm (inch*$)
L_
Q
STANDARD PLAN
1 I �n
'•
125 (5)
i
ISO (6)
PUBLIC 1M
HOUSE CONNECTION REMODELING
1
OREENOOOK COMMITTEE
1 ! I I
223 1
UNDISTURBED
two
REV. low
1.2 m (4•)
SHEET t OF 3
t
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
It II
CONCRETE SUPPORT
WALL (SEE NOTE 10)
CASE B
L
L
4 t" - �♦
+' A
25 mm (11 THICK UNDISTURBED EARTH
EXPANSION JOINT 2S mm (I') SAND
FILLER CUSHION OR APPROVED
EXPANSION JOINT
MATERIAL (SEE NOTE 8)
CASE D
OPTIONAL
CLEANOUT
/ (SEE NOTE II)
Y
i �
25 mm (1') THICK
EXPANSION JOINT UNDISTURBED EAR
FILLER
L
CASE E
-- -----
o t ( ♦. - 6
25mm (I')
THICK
EXPANSION 11 I -
JOINT
FILLER - -� -
- I
UNDISTURBED
EARTH
UNDISTURBED I
.
A EARTH A
25
mm (I') SAND CUSHION �_'_ t 25 mm (11 SAND
OR APPROVED EXPANSION 25 mm (1') THICK CUSHION OR APPROVED
JOINT MATERIAL EXPANSION JOINT EXPANSION JOINT
(SEE NOTE 8) SADDLE FILLER MATERIAL (SEE NOTE 8)
CASE C CASE F
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MINIMUM DIMENSIONS
. X
mm (inch*$)
`
Q
STANDARD PLAN
♦
"STS
125 (5)
'c
ISO (6)
PUBLIC 1M
HOUSE CONNECTION REMODELING
1
OREENOOOK COMMITTEE
1 ! I I
223 1
UNDISTURBED
two
REV. low
1.2 m (4•)
SHEET t OF 3
t
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CONSTR000N NOTES
3 INSTALL 4" EXTRA STRENGTH VCP SEWER LATERAL PER CITY STD. NAIL 125
6 INSTALL SEWER LATERAL PER APWA STD PLAN 223-1 CASE E, MODIFIED FOR 4" VCP
a- ENCASE 4" SEWER LATERAL
L
EXPANSION JOINT FILLER
CASE H
L
CONCRETE ENCASEMENT
•� ' , �P 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
TEE OR
WYE
1.2 m (4•)
MIN.
C ` ♦
MINIMUM DIMENSIONS
. X
mm (inch*$)
`
Q
200 (8)
♦
250 (101
125 (5)
300 (12)
ISO (6)
100 4
Y
1
CAP
1 ! I I
SEE NOTE 9)
UNDISTURBED
t
1.2 m (4•)
- EARTH
t
It II
II II
A
25 mm (I') THICK
25 mm (I'1 SAND
I
EXPANSION JOINT
CUSHIONOR ON JOINROVED
FILLER
MATERIAL (SEE NOTE 8)
CASE
I
G
EXPANSION JOINT FILLER
CASE H
L
CONCRETE ENCASEMENT
•� ' , �P AS DETAILED HEREON
! SHALL BE USED FOR
TEES OR WYES AND
PIPE WHERE THE SLOPE
OF THE PIPE IS STEEPER
THAN 1=1 OR SEE NOTE 6
TEE OR
WYE
1.2 m (4•)
MIN.
C ` ♦
MINIMUM DIMENSIONS
. X
mm (inch*$)
`
Q
200 (8)
♦
250 (101
125 (5)
300 (12)
ISO (6)
100 4
Y
CAP
SEE NOTE 9)
1.2 m (4•)
MIN.
-t ----
.' A 25 mm (1.1 SAND CUSHION
25 mm (I') THICK OR APPROVED EXPANSION
EXPANSION JOINT JOINT MATERIAL
FILLER (SEE NOTE 8)
CASE K
NEW SEWER
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
`_ I: 1 OR SEE NOTE 6
TEE OR WYE
-NEW SEWER
\-EXIST. SEWER
CASE S
x
x d
.o
�c o
NOMINAL DIAMETER
OF PIPE
mm (inerts)
MINIMUM DIMENSIONS
. X
mm (inch*$)
150 (6)
75 (3)
200 (8)
100 (4)
250 (101
125 (5)
300 (12)
ISO (6)
100 4
75 3
SECTION A -A
CONCRETE ENCASEMENT DETAIL
(SEE NOTE 5)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
223-1
HOUSE CONNECTION REMODELING
SHEET 2 OF 3
NOTES
I. EXCEPT AS OTHERWISE INDICATED HEREON OR ON THE PROJECT PLANS. ALL HOUSE
-CONNECTION REMODELING SHALL CONFORM TO THE APPLICABLE PORTIONS OF
STANDARD PLAN 222. HOUSE CONNECTION SEWER.
2. SEE PROJECT PLANS FOR VALUES OF D. L. V. AND W. (DIMENSION L IS THE
HORIZONTAL LENGTH OF THE HOUSE CONNECTION REMODELING).
3. EXISTING SEWERS ARE INDICATED BY DASHED LINES. HOUSE CONNECTION SEWERS
TO BE CONSTRUCTED ARE INDICATED BY SOLID LINES AND SHALL BE OF THE
SAME MATERIAL AS THE EXISTING SEWER. THE CONTRACTOR MAY CONSTRUCT THE
SEWER WITH OTHER MATERIALS ALLOWED PER STANDARD PLAN 222 PROVIDED HE
UTILIZES APPROVED ADAPTORS.
4. 1/16 (22.5°) OR I/8 (450) BENDS SHALL BE USED TO REMODEL OR CONSTRUCT ANY
SEWER ON A CURVE OR AT ANY CHANGE IN ALIGNMENT. WHERE PHYSICAL OR GEO-
METRIC LIMITATIONS PRECLUDE THE USE OF 1/16 (22.50) OR 1/8 (450) BENDS. THE
CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL HIS PROPOSED ME-
THOD OF REMODELING OR CONSTRUCTION.
5. ALL HOUSE CONNECTION SEWERS TO BE CONSTRUCTED UNDER A PROPOSED CONDUIT
SHALL BE ENCASED IN CONCRETE AS SHOWN HEREON. WHEN THE HOUSE CONNECTION
SEWER SLOPE EXCEEDS 1:1 THE CONTRACTOR MAY. AT HIS OPTION. PLACE A
CIRCULAR CROSS SECTION WITH MINIMUM COVER EQUAL TO DIMENSION 'X' AS
SHOWN ON SECTION A -A HEREON IN LIEU OF A SQUARE CROSS SECTION OF
CONCRETE. CONCRETE BEDDING AND ENCASEMENT SHALL BE CLASS 250CI4 (450-C-
2000) ANS SHALL EXTEND TO THE FIRST PIPE JOINT AT LEAST 300 mm (I FT.)
BEYOND THE O.D. OF EACH SIDE OF THE PROPOSED CONDUIT.
6. FOR CASE R AND S. WHEN THE SLOPE OF THE PIPE EXCEEDS 1: 1. THE CONTRACTOR
MAY. AT HIS OPTION. CONSTRUCT A CHIMNEY CONFORMING TO STANDARD PLAN 220
ON THE NEW SEWER IN LIEU OF CONSTRUCTING THE ENCASEMENT SHOWN HEREON.
7. FOR CASES E AND F. SADDLES SHALL BE CONNECTED EITHER TO THE LENGTH OF
PIPE CONTAINING THE EXISTING TEE OR WYE OR TO THE ADJACENT DOWNSTREAM
PIPE LENGTH.
8, CONDUITS TO BE INSTALLED OVER OR WITHIN 25 mm (I IN.) OF ANY CONCRETE
ENCASEMENT OR STRUCTURE. WHETHER EXISTING OR TO BE PLACED IN CONFORMITY
WITH THE REQUIREMENTS HEREIN. SHALL BE INSTALLED ON A 25 mm (I IN.) SAND
CUSHION OR APPROVED EXPANSION JOINT MATERIAL. CONCRETE ENCASEMENT
INSTALLED PURSUANT TO THIS STANDARD PLAN SHALL BE SEPARATED FROM
EXISTING CONDUIT WITH 25 mm (l IN.) THICK EXPANSION JOINT MATERIAL.
9. THOSE PORTIONS OF AN ABANDONED PIPE LOCATED BENEATH OR WITHIN 150 mm
16 IN.) OF A RELOCATED HOUSE CONNECTION SEWER SHALL BE REMOVED. THE
EXCAVATION SHALL BE REFILLED TO THE GRADE OF THE NEW PIPE INVERT WITH
CLASS 60E70 (100-E-100) CONCRETE. THE CONTRACTOR MAY. AT HIS OPTION.
SUBSTITUTE MECHANICALLY COMPACTED BACKFILL IN LIEU OF THE CLASS 6OE70
(100-E-100) CONCRETE. THOSE PORTIONS OF ABANDONED PIPE NOT REMOVED
SHALL BE SEALED. WHERE CAPS ARE USED. THEY SHALL BE SEALED BY FILLING
THE SPACE ABOVE THE CAP WITH SAND AND A 25 mm (I IN.) THICK COATING OF
TYPE 'F' MORTAR.
10. SUPPORT WALLS SHALL CONFORM TO STANDARD PLAN 224.
11. WHEN INDICATED ON THE PROJECT PLANS OR THE SPECIAL SPECIFICTIONS. A
CLEANOUT SHALL BE CONSTRUCTED IN CONJUNCTION WITH CASE E AS FOLLOWS*
A. SUBSTITUTE A 'Y' FOR THE 45• BEND.
B. PLACE A 450 BEND ON THE UPPER END OF THE 'Y•.
C. CAP TOP OF 45" BEND WITH A CAP AND SEAL WITH 25 mm (I IN.) THICK
TYPE 'F' MORTAR AROUND THE CIRCUMFERENCE OF THE CAP.
12. DIMENSION SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY
EQUAL VALUES. IF METRIC UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR
CONSTRUCTION SHALL BE ENGLISH VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
223-1
HOUSE CONNECTION REMODELING
SHEET 3 OF 3
p sHouLD coNSTRucnoN of R[QUN�® BENCHMARK p - Prepared By: row
oFESS /oCITY Of FONTANA CALIFORNIA
OREV. REVISION DESCRIPTION DATE ENGR. CITY DATEMO NOT OOrMA11Ma WUM PREPARED FOR: RELAID ENGINEEFlING,��FyRANCHO FONTANA SPECIFIC PLAN
TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA BENCHMARK N0. 361. Q Civil Engineering - Land Surveying - Lend Pkoning�SFiOMRV I�tEON ALS CARRrED FORTH MVA YOUNG HOMES 8253 Sierra Avenue DRAWN BY: TRACT 16471SCALE:
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE Fontana,. 43976 m AE AS NOTED
DIIGM M TE CfTY E X*M MAY NO. 1536697E AT THE SOUTHWEST CORNER OF Caiifr�n)ta 9x35Exp. 6/30 (05 DESIGNED BY: SUET 1 AVEN<1E DATE.
DIAL TWO WORKING RANCHO CUCAMONGA, (909) 356-1815 Fax (909) 356-1795 * * DEA TM ` MARCH, 2004
BEFORE DAYS BEFORE REQUNI:E REVISIONS TO THE PLANS TO CA 91730 SULTANA AVENUE AND BASELINE AVENUE.�J_ LL�,
(909) 291-7600 A- 9T C I V I L p�� CHECKE 5
m
YOU DIG YOU DIG BRMYG TF�N NVTO WRH David S. Hammer, A.C.E. 43976 3-e OF F APPR BY • 0ge
DRAWING NO.:
TOLL FREE 1-800-227-2600 CONDITKM AIS STANDARDS MI UFECT CALF
0
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION 1365.01 (expires si3orzoo5) CITY�ENG&lR R.C.E. 51152 3018 5
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