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CONCRETE
SUPPORT
WALL (SEE
NOTE 10)-
L
L
CASE A
L
L •, o ,
gyp„ d
�- -� CONCRETE SUPPORT
WALL (SEE NOTE 10)
CASE B
L
•/
1_
25 mm (I') THICK A
UNDISTURBED
HOUSE CONNECTION REMODELING
EXPANSION JOINT EARTH
FILLER 25 mm (I") SAND
GREENBOOK COMMITTEE
CUSHION OR APPROVED
223-11984
EXPANSION JOINT
A
MATERIAL (SEE NOTE 8)
REV. 1988
CASE. D
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
OPTIONAL
- EARTH
CLEANOUT --
(SEE NOTE II)
y
25 mm (I')THIC
THICK 25 mm (I') SAND
I:, I EXPANSION
JOINT CUSHION OR APPROVED
FILLER
SADDLE A
25 mm (I") THICK UNDISTURBED EAR
EXPANSION JOINT
FILLER
L
CASE E
L
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.,
HOUSE CONNECTION REMODELING
STANDARD PLAN
METRIC
GREENBOOK COMMITTEE
SHEET 3OF3
223-11984
----- -- -
A
I 1 I I
I
REV. 1988
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
•...
- EARTH
I I I j
y
25 mm (I')THIC
THICK 25 mm (I') SAND
I:, I EXPANSION
JOINT CUSHION OR APPROVED
FILLER
EXPANSION JOINT
MATERIAL (SEE NOTE 8)
EXPANSION
EXPANSION
-
-
JOINT
I I I I
FILLER
UNDISTURBED
EARTH
�'v`♦
UNDISTURBED
A
I
•-i)
EARTH
Z25
I /,
I A
mm (I') SAND CUSHION
`----
25 mm SAND
OR APPROVED EXPANSION
25 mm (I') THICK CUSHIONOR APPROVED
JOINT MATERIAL
EXPANSION JOINT EXPANSION JOINT
(SEE NOTE 8)
SADDLE
FILLER MATERIAL (SEE NOTE 8)
CASE F
CASE C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.,
HOUSE CONNECTION REMODELING
STANDARD PLAN
METRIC
GREENBOOK COMMITTEE
SHEET 3OF3
223-11984
125 (5)
A
I 1 I I
I
REV. 1988
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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 (22.50) OR 1/8 (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 250C14 (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 I: I, 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 0 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 (I IN.) THICK EXPANSION JOINT MATERIAL.
9. THOSE PORTIONS OF AN ABANDONED PIPE LOCATED BENEATH OR WITHIN 150 mm
(6 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 60E70
(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.
II. 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 450 BEND.
B. PLACE A 450 BEND ON THE UPPER END OF THE 'Y'.
C. CAP TOP OF 450 BEND WITH A CAP AND SEAL WITH 25 mm 01N.) 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
HOUSE CONNECTION REMODELING
METRIC
223-1
200 (8)
SHEET 3OF3
TOLL FREE 'ammor' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
L
I i f^r ---
-
----- ---- --�
L
200 (8)
100 (4)
r1 i l
I I I I
125 (5)
A
I 1 I I
I
_
UNDISTURBED
•...
- EARTH
I I I j
y
- i 25 mm (I')
THICK 25 mm (I') SAND
I:, I EXPANSION
JOINT CUSHION OR APPROVED
FILLER
EXPANSION JOINT
MATERIAL (SEE NOTE 8)
CASE G
L
300 mm
4
i
/A
25 mm (I') THICKA
EXPANSION JOINT FILLER
CASE H
L
1Q CONCRETE ENCASEMENT
i AS DETAILED HEREON
iai•q SHALL BE USED FOR
p TEES OR WYES AND
PIPE WHERE THE SLOPE
THAN H1: 1 ORESEE NOTE 6
• v
TEE OR
WYE
1.2 m (4' )
MIN.
CAP
(SEE NOTE 9)
1.2 m (4'
MIN.
A I
I
A
25 mm (I") 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
�y I: 1 OR SEE NOTE 6
TEE OR WYE
NEW SEWER
SEXIST. SEWER
CASE S
X
X p'.
•p
NOMINAL DIAMETER
OF PIPE
mm (inches)
MINIMUM DIMENSIONS
X
mm (inches)
150 (6)
75 (3)
200 (8)
100 (4)
250 (10)
125 (5)
300 tl2)
150 {6)
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 2OF3
DATE ENGR. CITY DATE BASIS OF BEARINGS:
THE CENTERLINE OF MILLER AVENUE
BEING N89'46'38"E PER M.B. 193/1-2
BENCH MARK: # 255
LOCATED AT THE INTERSECTION OF
ALDER AVENUE AND MILLER AVENUE
DATE 9/67 ELEV 1358.51 PK NAIL
WEST END SW CURB RETURN
• Q8 I&Vlfj ELEVATION: 1358.51
LAGUNA PLACE
SEE SHEET 2
1
PAD= 1352.5 I
I
2
PAD= 1352.6
STA. 10+00.00 DUMOND AVENUE -
STA. 13+08.04 LAGUNA PLACE
CL. M. H. No. 4 1
s
3
PAD= 1352.0
4
PAD= 1351.711 11 1
LAGUNA PLACE
SEE SHEET 2
8' SEWER X-ING
1342.0 TOP SWR
1345.4 BOT. WTR
28
PAD= 1352.5
8' SEWER X-ING
1342.6 TOP SWR
1345.0 BOT SD
9
PAD= 1351.8
RAMONA COURT
SEE SHEET 4
27 19
PAD= 1357.0 I PAD= 1357.5
PROP. R/W
N00` 13'22"W12 IN No �_ 1
1T
AD1
O
N N
PROP. R/W
PROP. 24" SD-/
PER DWG. NO. 4043
10
PAD= 1355.6
DUMOND AVENUE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PjesNo��
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
Ld C No. 65195 Q r'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO fD
f Exp; 9-30-05 Q
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 'q CIT
TFOF
CA
STANDARDS IN EFFECT.
i
1
RAMONA COURT
SEE SHEET 4
X18
PAD= 1355.8
17
PAD= 1355.5
CONSTRUCTION NOTES:
1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2� CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48")
STA. 13+00.06 DUMOND AVENUE=
STA. 13+13.78 RAMONA COURT
CL. M. H. No. 2
SCALE Y•= 40'
SCALE IN FEET
40 80 120 160
A DEVELOPMENT & ENGINEERING, INC.
TG
PLANNING AND CIVIL ENGINEERING
3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764
(909) 581-7212 PHONE (909) 581-7217 FAX
MANUEL DE JESUS GONZALtS, RCE `65195 (EXP. 9-30-07)
ey -
DATE
,i\_MZW--09-V0 1CIO
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
DRAWN BY: JAJ TRACT 16518
DESIGNED BY: JAJ
U OND VENUE
CHECKED BY: 8Y:
,NI_/1WZ M J G 7-,f
SC' AS SHOWN
DATE �
APR 2006
DRAWING NO.:
4042 4