HomeMy WebLinkAbout2997-8A
SKEW ANGLE, a
120 •' '
SKEW ANGLE a=45' Y 00
OFFSET b-0
UNLESS OTHERWISE I
NOTED X
ac
GROOVING GROOVING �c
OFFSET, b
O
G
CURB FACE (CF) �JJ' X _
SEE..TABLE 3 FOR Y VALUE A
CASE C
AMERICAN PUBLIC- WORKS.ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
STANDM_DPUN•:
METRIC
111 - 2
SHEET 6 OF 10
CURB RAMP " '
IMENSION5 SHOWN: QN- THIS PLAN FOR ;METRIC AND ENGLISH -UNITS" ARE :NOT :EXACTLY _EQUAL
VALUES. IF METRIC UNITS' ARE USED; ALL VALUES USED FOR CbNSTRUGTION SHALL BE• METR10
VALUES: -IF ENGLISH UNITS: ARE USED, :ALL VALUES :USED FOR CONSTRUCTION SHALL. BE
ENGLISH VALUES;
AMERICAN.PU9LIic WORKS ASSOCIATION -SOUTHERN CALIFORNIA d14APTtR'
STANDARD PLAN
METRIC
111-2
X :m
3.0
4.5.
.. ........: ... L
7.5
(3REENB I
OOK COh9N TiEE
w�
a
1.4:1 1:
1984
18;0
Q
ii
X
24A
27:0 ::30,0
Z
L; m
W int
1.
75 (3"
w
.
10
_
20'
m
.
_ .'BASE• LINE
�
45
� �
50
Y'
�:'1(75')'
70 I:
�
75 : .06)
.
PARABOLIC FLARE
AiVGENT w T: T
a
z
1500
240
w
960.'
00
Q.,
X VALUE IN
TABLE 2
'
Z
AND. MAY 8E .ANY OF THE. FOLLOWING.:
150 mm (&'1' WYE
200 (8" '`
R
Q
25'
5' .
...
- -
1.80'
L = LENGTH OF i=LARE,
W MAXIMUM OFFSET 'DISTANCE
X 2:
Y W(-)
_
.. .. -
IE .STATION '0" RADIUS` POINY IS NOT.
I ON FLAN: 'TANGENT biSTANCE
G_VEN.
.250 (10" •.
x.= bISTANCE•.ALdNG :BASE LINE'
Y ..t OFFSETBASE LINE,
2W,
-..,. _
T :MAY k :fG, NbRED;
PLANTING AREA
.FRO
1' TANGENT LENGTH
AN
'TAN 9 --.
.•, •• `,, .
87.5'
k = RADIUS 'OF: NOSE........:.. : ........
6 = MAXIMUM .FLARE DEFLECTION ANGLE:
. a 8
1 1AN2
120:
270: .
OFFSET Y . mm
0 ....
0:.
IMENSION5 SHOWN: QN- THIS PLAN FOR ;METRIC AND ENGLISH -UNITS" ARE :NOT :EXACTLY _EQUAL
VALUES. IF METRIC UNITS' ARE USED; ALL VALUES USED FOR CbNSTRUGTION SHALL BE• METR10
VALUES: -IF ENGLISH UNITS: ARE USED, :ALL VALUES :USED FOR CONSTRUCTION SHALL. BE
ENGLISH VALUES;
AMERICAN.PU9LIic WORKS ASSOCIATION -SOUTHERN CALIFORNIA d14APTtR'
STANDARD PLAN
METRIC
111-2
X :m
3.0
4.5.
6,0_
7.5
(3REENB I
OOK COh9N TiEE
E .
1.4:1 1:
1984
18;0
21.0. :
22:5
24A
27:0 ::30,0
E'
L; m
W int
1.
75 (3"
275 mm (11")
.
10
.
15
20'
� 19,0;
26
r . 112,0
3b: '
]13;P_'jj15.P
i
46
�
45
� �
50
6b: - . ;
'
�:'1(75')'
70 I:
�
75 : .06)
.
�
90 : € :
�
100 :
L ..= 1: 5 .. .
z
1500
240
40
960.'
00
Q.,
X VALUE IN
TABLE 2
'
Z
AND. MAY 8E .ANY OF THE. FOLLOWING.:
150 mm (&'1' WYE
200 (8" '`
•• •,
Q
25'
5' .
0:80'
1.80'
a
90 • �
ADJACENT TO A
.250 (10" •.
•. •.
•. •. ..
25'.
PLANTING AREA
"275 (11"
CURB FACE
.•, •• `,, .
87.5'
15.0
3000
120:
270: .
480.
0 ....
0:.
'�Q?� ��?¢ '�Q?� '��� 'Y� '�Q�s �'�? '109 �'��oe '��ftaQ0
1.4.1':
•
;00
�*J ���J ��r�J
r?J
? -
LEGEND:
8.59'
9.•38'
9.84'
10 ..
D:40'
_
0.90'
1.60`
2:50'
11920
3:60' :6;40'
-
8:1
10;00'
USAGE & Z VALUES
.BY .PLANS.
SLOPE FOR ALL PIPE SHALL BE 2 PERCENT (S=O.0 2 MINIM
:. I I t
11:' (0.171)4(O'.691-
W=MAXIMUM OFFSET 't�1STAN CE.
WL =1:10 :...... ..... ..... ....... ............ _
15.0
1500
60
135-!.
240_
375=
540:.:960'
t0;e3'
121.5,; :
1500
INVERT OF THE UPPER END OF THE. HOUSE CONNECTION SEWER .SHALL •BE: CONSTRUCTED. IF
mm BRANCH....
Y 'Of'FSET FROM: BASE ,LINE;3600
16.;00'
(16•)
50'
S� :
0.20'
0:45
0.80:
1.75'
1.80' :
3:20'
4.05' '
am,
T. BRANCHES SHALL 9E .EITHER TEES OR WYES AND: SHALL BE ROTATED• UPWARd•FRdM THE:
(7..50'5:,(9.
:00' :.
10:31' �
1:1.75,'
11,81'
70:
3000
30
68
1120..
1188
270 ...
480
1608.
750.. ,.
1o80..,.
1470j:11688-
1�9.OtS'
1920,..
2430::
3000:
100'(1011):
7:50
0,10'
0:23
0:40:
0.63' :
0.90'
1.8D::
203'
2:50' '
3aitl'
4.90
5,63.':
6;40'
6.10.
10.00
L := :: 15
13.5
900
44
100
178.
278_ .
40D:
711:
SHEET
1 O:5d'
13.13' �
15:75'
18.05': �
1.9.69`
20.67
21:00:
45'
3' .....
, .
0:15
_.
0;33'
0:59'
0.93111.33'
412
13.75
2 3T
3:00.
6188
20:62'
6 497 .
21.66'
22A0_'
12. DIMENSIONS SHOWN. ON :THE PLAN: FOR METRIC. AND •ENGL)SH. UNITS; :ARE NOT EXACTLY_
(SEE .NOTE. 4)
- :LENGTH B
22.5
1500
27
60
107
167
240:
427
540
667
960
1
1500.
15'
S .
0:09'.
0:20'
0:36'
0,s6' '
0.80'
1.42' :
1:80'
2:22'.
3120'
4:36'
5:00'
27:0
1800
22:
50
89:
139 _.:200
6:
450 :
555
8
.
4
IT07
90' ..
6' _
0:06
0:17.`
IMENSION5 SHOWN: QN- THIS PLAN FOR ;METRIC AND ENGLISH -UNITS" ARE :NOT :EXACTLY _EQUAL
VALUES. IF METRIC UNITS' ARE USED; ALL VALUES USED FOR CbNSTRUGTION SHALL BE• METR10
VALUES: -IF ENGLISH UNITS: ARE USED, :ALL VALUES :USED FOR CONSTRUCTION SHALL. BE
ENGLISH VALUES;
AMERICAN.PU9LIic WORKS ASSOCIATION -SOUTHERN CALIFORNIA d14APTtR'
STANDARD PLAN
METRIC
111-2
CURB RAMP
STANOARb PLAN'
PROMULGATED RY THE
OUBWWORKSSTANCARDS,Nb.
MEDIAN :FLARE
METRIC
(3REENB I
OOK COh9N TiEE
E .
1.4:1 1:
1984
. SHI36T 10F I
UBE WITH STANDARD BPECIFICATION8 FOR PUBLIC WORKS CONSTRUCTION
SEE NOTE 2
♦ i' D
E�
EZ
C4 3 �g
C4
a.
CURB FACE
SEE DETAIL "A". "B". "C" OR "D"
- SEE NOTE 3
D
.j
�5R MAX.
-POINT A
CURB
• TYPE 2
ROUNDED EDGE ALLEY OR ROADWAY
x
5% .MAX'
EXISTING S/W 8.33X X
Al -0 CURB
SECTION D -D
USE CURB FACE
AT POINT A
TO DETERMINE
X VALUE IN
TABLE 2
CASE D.
AMERICAN PUBLIC WORKS ASSOCIATION.- SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
111-2
CURB RAMP
SEE DETAIL "A", "B", "C"
OR "D"
1500 Irim (60")
208-1
2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0
(7') (8') (9') (101) (11') (12') (13') (14') (15') (16') (17') (18') (19') .(20')
X
SEE NOTE 3
25 (1'
REV. 1996
SEE
NOTE 2
mm (108")
50 (2"
3000 mm (120")
E'
D
a JD
75 (3"
275 mm (11")
.4340 mm (174")
300 mm (12" OR. MORE
4736 mm 190"
100 (,C
•'' ,
15'
22.5'
30'
��'
N 3
52;5'
(60')'
SSR MAX.
USE CURB FACE
a
z
31N �
POINT A
TO
TO
o
Q.,
X VALUE IN
TABLE 2
'
Z
AND. MAY 8E .ANY OF THE. FOLLOWING.:
150 mm (&'1' WYE
200 (8" '`
•• •,
Q
40 . J(50'
X-1200 mm (41 WHEN
225 (9"
,,' •.
a
90 • �
ADJACENT TO A
.250 (10" •.
•. •.
•. •. ..
25'.
PLANTING AREA
"275 (11"
CURB FACE
.•, •• `,, .
87.5'
CURB RE -GRADE AS NEEDED
(PARKWAY EARTHWORK)
112;5'
SEE NOTE 2
♦ i' D
E�
EZ
C4 3 �g
C4
a.
CURB FACE
SEE DETAIL "A". "B". "C" OR "D"
- SEE NOTE 3
D
.j
�5R MAX.
-POINT A
CURB
• TYPE 2
ROUNDED EDGE ALLEY OR ROADWAY
x
5% .MAX'
EXISTING S/W 8.33X X
Al -0 CURB
SECTION D -D
USE CURB FACE
AT POINT A
TO DETERMINE
X VALUE IN
TABLE 2
CASE D.
AMERICAN PUBLIC WORKS ASSOCIATION.- SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
111-2
CURB RAMP
STANDARD PLAN
METRICGREENBOOK
SHEET 8 OF 10
EXISTING PRECASY
CONCRETE MANHOLE
EXISTING
BRICK I I
::.MANHOLE I
t / 1
r i
CORE CUT. HOLE
I
BREAK OUT BRICKS
I I I CAREFULLY AND NEATLY I
I
I I
TO FORM MINIMUM I I
I 'D•ic300: mm I OPENING OF OD FA•DSO mm i CORE CUT HOLE
(I') STUB
)
I. (2 . SECURELY STEN . O.D. SO mm
I1
� I 300.mm (I I STUB INTO 1 (2'l MAX.)
EXISTING
INLET j I HOLE WITH CEMENT MORTAR I 1.
i W) STUB
dao I
-; „r 3iGA0 of
EXISTING -_-_-- -_-�-�
INLET
SECTIONAL. ELEVATION:, A. ---!A.
SECTIONAL ELEVATION C -C
EXISTING':
UT EIG
:EXISTING SHELF r EXISTING;:
t I 1 I :EXISTING
BRICK MANHOLE :OUTLET
EXISTINI SHELF.
`EXISTING 1
::CHANNEL: , I EXISTING
CHISEL Ug EXISTING r CHANNEL
a
CONCRE E SHELFTO I
i
FORM NEW CHANNEL.
i I SMOOTH CHANNEL; l
i� I SURFACE WITH 15 m
i
- --`• (t/2 ) CEMENT
MORTAR � )
EXISTING`:
::EXISTING
XISTING 3 a ` \ J% PRECAST:
CONCRETE
,.il MANHOLE:
Z=
a
= EXISTING 3 w
INLET it
II it CORE CUT HOLE
At to 5 (DIAM •O.D.+
II II
50 mm (2')
(D
V) STUB 1/8 BEND C** l J * C mm
MAX')
I
;INSTALL '0'xISO mm. SECURELY FASTEN•D'x300 mm (R) STUB
(6'I WYE OR TEEINTO CORED. HOLE
WITH CEMENT MORTAR
STOPPER ISO mm (6.) INSTALL 'D'il50 mm ISO mm (8•)
�-+ HOUSE LATERAL (e) WYE OR TEE HOUSE LATERAL `.
B STOPPER
SECTIONAL PLAN OF BASE
INSTALL 'D•xl50 mmEXISTING MANHOLE 8
(s•) WYE OR TEE SECTIONAL PLAN OF BASE
NEW CHANNEL EXISTING:
-EXISTING RE OUTLET
SHELF: TO REMAIN
D -x300: a 'e e: 15 mm II/2•11
U') STUB o , ' a . , •'o • CEMENT MORTAR
STOPPER
SECTIONAL: ELEVATION B-�;B
CHANNEL BASE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN .CALIFORNIA CHAPTER
PR°t4tru-,�TEoerTNE
;PU811GiM)RKsbTANOAROSINC..
BREAKING INTO EXISTING'. MANHOLES
STANDARD PLAN
METRICGREENBOOK
COMMITTEE
1500 Irim (60")
208-1
2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0
(7') (8') (9') (101) (11') (12') (13') (14') (15') (16') (17') (18') (19') .(20')
175 mm (7")
25 (1'
REV. 1996
SHEET 1 OF 2
UBE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SEE NOTE 6
W
;'TING
DWAY
Sx ti,
SEE NOTE 6
SEE TABLE 3
ROUNDEDGE
IR -
A2 -,D CURB AND GUTTER
SECTION A -A
unun t.3)MI
-PPOF
r --2X MAX.
nc-v aurin P~ az, l
SECTION B -B
USE TABLE 1 TO DETERMINE
WHICH OF SECTIONS A -A, 8-8
OR C -C IS APPROPRIATE.
SEE NOTE d PARKWAY
tM Y 1200 mrrl 4'
EXISTING
ROADWAY �
TOP OF
d 3 �QUTT:�Z�
X.
Az-ocxlReAND`
SECTION --- ` oEPREss 9ACl'j- -
Ir S OF wSLIt
C -C SEE DETAIL "A . 'B', C DR "O",
Z 12lall mm (41. 4 Z
400 mm 2400 mm 8 MAX
•.� DEPRESS BACK OF WALK
PCC SIDEWALK
� SLOPE AT 8.3371
HOWEVER, MAY INCREASE
SLOPE IF z ExCEEDs 8' ,_SECTION . R -R
�rZ OR LESS
DEPRESS B�,C1� QF.W�IL�C "
SEE DETAIL A.. 8 , C OR b .
PCC SIDEWALK
SECTION S -S
ANERICAN PUBLIC WORKSASSOCIATION -SOUTHERN CALIFORNIA CHAPTER-
STANDARD.PLAN
11METRIC2
•
CURB RAMP
WIDTH, m
SHEET a OF 10
NOTES:
1• INVERT ELEVATION OF "D' x 300 mm (I FT.) STUB AT THE INSIDE
FACE OF MANHOLE .TO. BE 30 Irm (0.10 FT.) HIGHER THAN EXISTING
OUTLET INVERT ELEVATION.
A M NT
2. THE CORE CUT HOLE SHALL BE MADE WITH H EQUIP E SPECIALLY
DESIGNED TO CUT A SMOOTH HOLE WITHOUT SPALLING 0R DAMAGE
TO THE REINFORCING STEEL .OR STRUCTURE.
3. "D' TO BE 200 mm (S IN.) MINIMUM:
4. ALL WORK SHOULD BE UNCOVERED AND CONVENIENT FOR THE
INSPECTION.
5, AIL CEMENT MORTAR SHALL BE CLASS "D' PER- SUB -SECTION
201-3.1 OF THE SSPWC.
HOUSE LATERAL NOTES:
I. WYE TO BE LAID :WITH 3 mm (1/8 IN.) RISE PER 300 mm (I FT.) AND 150 mm
6 1N SPUR AT 450
FROM HORIZONTAL UNLESS OTHERWISE
NOTED
ON PLANS.
• M
2. D X 100 mm (4 IN.) WYE OR'TEE AND .100 mm (4 IN.) HOUSE LATERAL MAY
BE SUBSTITUTED FOR 'D' x 150 mm. (6 IN.) WYE OR TEE AND 150 mm
(6 IN.) HOUSE LATERAL,
3. USE TYPE 'D" OR "G' JOINTS- PER SUB -SECTION 208-2 OF THE SSPWC.
. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
208-1
SHEET 2 OF 2
BREAKING INTO EXISTING MANHOLES
PARKWAY
NORMAL
CURB FACE
X
PARKWAY
WIDTH, m
125 mm (5")
1500 Irim (60")
1.2 1.5 1.8
(4') MIN (5') (6')
2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0
(7') (8') (9') (101) (11') (12') (13') (14') (15') (16') (17') (18') (19') .(20')
175 mm (7")
25 (1'
200 mm (8")
2400 mm (96")
225 'mm (9") .2700
mm (108")
50 (2"
3000 mm (120")
275 mm (11")
330.0 mm..(132").
300 mm (12"). OR MORE
75 (3"
275 mm (11")
.4340 mm (174")
300 mm (12" OR. MORE
4736 mm 190"
100 (,C
•'' ,
15'
22.5'
30'
��'
••'
52;5'
(60')'
E125
(5"
p. ELEVATIONS; 'E' :AND''F' -SEE PROJECT PLANS '
90`
31N �
'L
150 (6" ''
,, ,• ,,
•
Q.,
175 (7"
'
:i
AND. MAY 8E .ANY OF THE. FOLLOWING.:
150 mm (&'1' WYE
200 (8" '`
•• •,
.,�
40 . J(50'
V
225 (9"
,,' •.
,,
90 • �
100 •
.250 (10" •.
•. •.
•. •. ..
25'.
O
"275 (11"
`. •, .
.•, •• `,, .
87.5'
(1'00').
112;5'
175'
PROVIDED THAT CHANGES FROM ONE TYPi:. `OF MATERNAL :OR SIZE TO .ANOi'HER SHALL BE' M)4DE:
W m� �%. �. •
mm � , :mm
300 12
.OR M
'�Q?� ��?¢ '�Q?� '��� 'Y� '�Q�s �'�? '109 �'��oe '��ftaQ0
1.4.1':
(2.50),-(115).
��BJ ��eJ ��eJ ���j 0) "b ��sJ �
�*J ���J ��r�J
r?J
? -
LEGEND:
8.59'
9.•38'
9.84'
Y=-2..25W{�--
L:'
®
A AIM A -A SECTION 8-B
'••. SECTION C -C
LSENDICTION
LENDING
1200 mm (4') 900 mm (3')
5.. EXCEPT AS CONTROLt:Eb F=LEVATI(1NS INDICATED ON THE :('.RO;IECT -THE•'MINIMUM
L=LENGTH OF 'TAPER•
TABLE 1 - SECTION
USAGE & Z VALUES
.BY .PLANS.
SLOPE FOR ALL PIPE SHALL BE 2 PERCENT (S=O.0 2 MINIM
:. I I t
11:' (0.171)4(O'.691-
W=MAXIMUM OFFSET 't�1STAN CE.
1,55':4:13'
S.50'��.
6:88'
(8'i25')-.
X=DISTAN CE; ALONG 'BASE'LINE
•10,'31'.
t0;e3'
1.1.00'
INVERT OF THE UPPER END OF THE. HOUSE CONNECTION SEWER .SHALL •BE: CONSTRUCTED. IF
mm BRANCH....
Y 'Of'FSET FROM: BASE ,LINE;3600
16.;00'
(16•)
THE. PROFILE. WHERE, NEITHERDEPTH NOR ELEVATION. IS INDICATED. `THE INVERT SHALL BE
'
12' 0:1.9'
0:75'
1:69':
3.D0' .4:50:.
T. BRANCHES SHALL 9E .EITHER TEES OR WYES AND: SHALL BE ROTATED• UPWARd•FRdM THE:
(7..50'5:,(9.
:00' :.
10:31' �
1:1.75,'
11,81'
12:00.
ARE NOT REQUIRED BUT MAY BE USED AT.THE:OPTION OF .THE.CONTRACTOR::. WHEN BRANCH
-THE
4:75'
71-3'
9.50'
11,88' •
14,25'
16.33'
1.7:51'
1$:70'-
1�9.OtS'
(0.31!);'
1:25.
2:81
5.00 ..
7:50
10:00
12.50..
15.00'
1.7:19'
18.75'
19:fi9'
20.Od
9
4
TABLE
2
TABLE
3
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
s1r'ANDARD�PLaH
METRIC
111-2
CURB RAMP
21' 0.33'
1.31'
(2.95,7)'
:7:88'
SHEET
1 O:5d'
13.13' �
15:75'
18.05': �
1.9.69`
20.67
NORMAL
CURB FACE
X
100 mm (4`) OR LESS
1200 mm (48")
125 mm (5")
1500 Irim (60")
150 mm (6")
1800 Inm (72")
175 mm (7")
2100 mm (84")
200 mm (8")
2400 mm (96")
225 'mm (9") .2700
mm (108")
250 mm {10")
3000 mm (120")
275 mm (11")
330.0 mm..(132").
300 mm (12"). OR MORE
3600 min (144") •
NORMAL
CURB FACE
SECTION A -A
Y _
50 mm (2") OR LESS
790 mm (32")
75 mm (3")
1185 .mm (47")
100 mm (4")
1580 mm (63")
125 mm (S")
1975 mm (79")
150 mm (6")
2370 mm (05")
175 mm (7")
2765 mm (111")
200 mm .(8")
3180 mm (126")
225 Irm (9")
3555 mm (1.42")
250 mm (10")
3950 mm (160")
275 mm (11")
.4340 mm (174")
300 mm (12" OR. MORE
4736 mm 190"
..
�7'bP bF CuRJ3
STREET SURFACE
P RTY� LINE
" PR 0 E IN
8 OF 10
1 Q'
UNLESS OTHERWISE CENTER LINE
NOTED OF MAIN SEWER
} . _ . ... LENGTH A, .. .. .
CAP, UNLESS .
JOINING: EX. H.C.
(SEE NOTE 4)
ELEvAT10N• F:
BRANCH J
PROFILE
TYPE A 41
TOP of CuRl3
• STREET SURFACE
PROPERTY LINT: .CENTER..LINE .. .
UNLESS: OTHERWISE OF MAIN .SEWER-
. NOTED
y- LENGTH A.
CAP UNLESS .LENGTH B
JOINING `EX. H.G
(SEE NOTE; 4•)
' I/8' OR :1716 BEND
" A5 NEEDED
i
ELEVA?ION :F
LI:E.YATION :E. ' x
qw
h `bO
BRANCH ..
PROFIL-
TYPE C
AMERICAN. PUBLIC WORKS;ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
160' � 5'
1 Q'
15'
20'
25'
'30'
35'
140'
445.1.
150' .... '
S5:
60' _:..
SHALL BE. TYPE 'A' AND SHALL.BE CONSTRUCTED ON STRAIGHT :LINES ANp GRADES: BETWEEN
4:
(30')-... .
36'
(42')'
UNLESS OTHERWISE
NOTED OF MAIN -:SEWER,'
60''
66'•
72'.
(§0'). 7.5'
15'
22.5'
30'
37.5'
4$'
52;5'
(60')'
67,5'
75'
p. ELEVATIONS; 'E' :AND''F' -SEE PROJECT PLANS '
90`
31N �
i
CAP-
3. AL •HbU NN .. ... .. .. ... .. ..... .. .....
L . SE CO EC'tION SEW J1 I E� `SHALL .BE 15
E P P 0 mm `I6 IN.I UNLESS OTHERWISE: INDICATED
4 I
:i
AND. MAY 8E .ANY OF THE. FOLLOWING.:
150 mm (&'1' WYE
120 10 :(201.
Y, I; W. BASE' LINE
40 . J(50'
.
60
70
80 �
90 • �
100 •
-
120
150' 12.5' . �
25'.
A
L�.3. G
..
D
87.5'
(1'00').
112;5'
175'
PROVIDED THAT CHANGES FROM ONE TYPi:. `OF MATERNAL :OR SIZE TO .ANOi'HER SHALL BE' M)4DE:
W m� �%. �. •
mm � , :mm
(0.62.):
1.4.1':
(2.50),-(115).
X' 2
5.00�� :6:25'
? -
7.50` `
8.59'
9.•38'
9.84'
Y=-2..25W{�--
L:'
OF THE CAP. .. ..... ........._ ..
_
15(� mm..(66) WYE
� �-•��� '
5.. EXCEPT AS CONTROLt:Eb F=LEVATI(1NS INDICATED ON THE :('.RO;IECT -THE•'MINIMUM
L=LENGTH OF 'TAPER•
.BY .PLANS.
SLOPE FOR ALL PIPE SHALL BE 2 PERCENT (S=O.0 2 MINIM
:. I I t
11:' (0.171)4(O'.691-
W=MAXIMUM OFFSET 't�1STAN CE.
1,55':4:13'
S.50'��.
6:88'
(8'i25')-.
X=DISTAN CE; ALONG 'BASE'LINE
•10,'31'.
t0;e3'
1.1.00'
INVERT OF THE UPPER END OF THE. HOUSE CONNECTION SEWER .SHALL •BE: CONSTRUCTED. IF
mm BRANCH....
Y 'Of'FSET FROM: BASE ,LINE;3600
16.;00'
(16•)
THE. PROFILE. WHERE, NEITHERDEPTH NOR ELEVATION. IS INDICATED. `THE INVERT SHALL BE
'
12' 0:1.9'
0:75'
1:69':
3.D0' .4:50:.
T. BRANCHES SHALL 9E .EITHER TEES OR WYES AND: SHALL BE ROTATED• UPWARd•FRdM THE:
(7..50'5:,(9.
:00' :.
10:31' �
1:1.75,'
11,81'
12:00.
ARE NOT REQUIRED BUT MAY BE USED AT.THE:OPTION OF .THE.CONTRACTOR::. WHEN BRANCH
-THE
4:75'
71-3'
9.50'
11,88' •
14,25'
16.33'
1.7:51'
1$:70'-
1�9.OtS'
(0.31!);'
1:25.
2:81
5.00 ..
7:50
10:00
12.50..
15.00'
1.7:19'
18.75'
19:fi9'
20.Od
9
4
•OF`
CURVE .MEASURED AT .OUTS.IDE PIPE BARREL). � � '
.4
9. CONNECTION .01= ,A BUILDING- SEWER .Slu(ALLER THAN 150 mm 46.'IN.): TO A;.150 :rttm (61N.) HOUSE
21' 0.33'
1.31'
(2.95,7)'
:7:88'
1 O:5d'
13.13' �
15:75'
18.05': �
1.9.69`
20.67
21:00:
1 `
2Z` 0:34.' .
4
(1.38!j..
3.09:
5.50`
8:25'
11;00:
412
13.75
0
T6.50':
5672 ; .._
6188
20:62'
6 497 .
21.66'
22A0_'
12. DIMENSIONS SHOWN. ON :THE PLAN: FOR METRIC. AND •ENGL)SH. UNITS; :ARE NOT EXACTLY_
(SEE .NOTE. 4)
- :LENGTH B
..EQUAL
VALUES. IF :METRIC:UNITS ARE'USED. ALL VALUES USED FOR 'CONSTRUCTION .SHALL.BE:
�ELEVATION'F -
MEl'R16 VALUES... IF ENGLISH UNITS. ARE ,USED, ALL• VALUES- USED FOR •CONSTRUC.TION
'
SHALL BE ENGLISH VALUES.
4
yZ 0 t
IrB. OR'06. BEND.
AS .NEEDED :.
56--
225
06.
900
570
6000
89 .356
94
B02-1425
2138
2850
3562
(201
.375
3300..
.NOTES:
TO 'DETERMINE OFFSET
DISTANCE FOR ANY:LENGTH OF'TARER�'USE: THE
-.FORMULA Y='2.2'3VY(X�
FOR THE 'PORTIONS AB" AND C'D' WHICH::AftE :P.ARAI30LIC `CURVES: INE:
PORTION IS
L
'TANGEN:T;
WHEN
.8'C' ,A;�
THE BASE :LINE IS' CUR1/ED,. THE, :OFFSETS. ARE.. APPLIED TO THE. CURVED
'BASE LINE; AN0 :8'C' IS ,NO LONGER A. TANGENT:
,
IMENSIONS
SHOWN ON .THIS PIAN. FOR: METRIC °-AND ENGLISH UNITS :ARE. NOT -:EXACTLY
EQUAL
:VALUES. :VACUES.
IF METRIC UNITS ARE USED, ALL-'VALUES� USED FOR CONSTRUCTION SHALL BE' METRIC
VALUES.
IF ENGLISH :UNITS ARE,: USED, :ALL. VALUES. USED FOR- CONS.TRUCTON::SHAI;L .BE
:ENGLISH VALUES.
AMERICAN. PUBLIC WORKS;ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
160' � 5'
1 Q'
15'
20'
25'
'30'
35'
140'
445.1.
150' .... '
S5:
60' _:..
SHALL BE. TYPE 'A' AND SHALL.BE CONSTRUCTED ON STRAIGHT :LINES ANp GRADES: BETWEEN
24'
(30')-... .
36'
(42')'
UNLESS OTHERWISE
NOTED OF MAIN -:SEWER,'
60''
66'•
72'.
(§0'). 7.5'
15'
22.5'
30'
37.5'
4$'
52;5'
(60')'
67,5'
75'
p. ELEVATIONS; 'E' :AND''F' -SEE PROJECT PLANS '
90`
CAP-
3. AL •HbU NN .. ... .. .. ... .. ..... .. .....
L . SE CO EC'tION SEW J1 I E� `SHALL .BE 15
E P P 0 mm `I6 IN.I UNLESS OTHERWISE: INDICATED
ELEVATION P'-
AND. MAY 8E .ANY OF THE. FOLLOWING.:
150 mm (&'1' WYE
120 10 :(201.
30
40 . J(50'
.
60
70
80 �
90 • �
100 •
(11:0.
120
150' 12.5' . �
25'.
137.5' :
50':
62:5'
75'
87.5'
(1'00').
112;5'
175'
PROVIDED THAT CHANGES FROM ONE TYPi:. `OF MATERNAL :OR SIZE TO .ANOi'HER SHALL BE' M)4DE:
W m� �%. �. •
mm � , :mm
(0.62.):
1.4.1':
(2.50),-(115).
5.00�� :6:25'
? -
7.50` `
8.59'
9.•38'
9.84'
10.00' .
OF THE CAP. .. ..... ........._ ..
_
15(� mm..(66) WYE
� �-•��� '
5.. EXCEPT AS CONTROLt:Eb F=LEVATI(1NS INDICATED ON THE :('.RO;IECT -THE•'MINIMUM
.. ..
r
.BY .PLANS.
SLOPE FOR ALL PIPE SHALL BE 2 PERCENT (S=O.0 2 MINIM
:. I I t
11:' (0.171)4(O'.691-
1,55':4:13'
S.50'��.
6:88'
(8'i25')-.
9,45`• .�
•10,'31'.
t0;e3'
1.1.00'
INVERT OF THE UPPER END OF THE. HOUSE CONNECTION SEWER .SHALL •BE: CONSTRUCTED. IF
mm BRANCH....
16.;00'
(16•)
THE. PROFILE. WHERE, NEITHERDEPTH NOR ELEVATION. IS INDICATED. `THE INVERT SHALL BE
'
12' 0:1.9'
0:75'
1:69':
3.D0' .4:50:.
T. BRANCHES SHALL 9E .EITHER TEES OR WYES AND: SHALL BE ROTATED• UPWARd•FRdM THE:
(7..50'5:,(9.
:00' :.
10:31' �
1:1.75,'
11,81'
12:00.
ARE NOT REQUIRED BUT MAY BE USED AT.THE:OPTION OF .THE.CONTRACTOR::. WHEN BRANCH
-THE
4:75'
71-3'
9.50'
11,88' •
14,25'
16.33'
1.7:51'
1$:70'-
1�9.OtS'
(0.31!);'
1:25.
2:81
5.00 ..
7:50
10:00
12.50..
15.00'
1.7:19'
18.75'
19:fi9'
20.Od
9
4
•OF`
CURVE .MEASURED AT .OUTS.IDE PIPE BARREL). � � '
.4
9. CONNECTION .01= ,A BUILDING- SEWER .Slu(ALLER THAN 150 mm 46.'IN.): TO A;.150 :rttm (61N.) HOUSE
21' 0.33'
1.31'
(2.95,7)'
:7:88'
1 O:5d'
13.13' �
15:75'
18.05': �
1.9.69`
20.67
21:00:
1 `
2Z` 0:34.' .
4
(1.38!j..
3.09:
5.50`
8:25'
11;00:
412
13.75
0
T6.50':
5672 ; .._
6188
20:62'
6 497 .
21.66'
22A0_'
AMERICAN. PUBLIC WORKS;ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PR°Mu`aATE°TME
P(18LIC WORKS 5TANtMti0.5 INC.:
IVIEDIAN TAPER
STANDARD PLAN
.. M�'c
OREENBOOKCOMMRTEE
. . ...... ...
1.40 -2
REI/ 1992, i99A
SHEEP 16 1
USE.WiTH STANDARD BPECIFICATIONS.FOR PUBLIC:WORKS CONSTRUCTION
.
PROINULtiATED B1'THE
HOUSE;CONNECTION SEWER
NOTES
..
TOP OF -CURB
STREET SURFACE
:METR'�.
���
'THE
_
��'tlaob
I. EXCEPT AS .OTHl:RWI'SE INDICATED ON PROJECT PLANS`, ALL HOU$�E: CO,NNEC`1'ION S�WER3.
`USB WITH STANDARD SPECIFICATIONI3 FOR PUBLIC WORKS CONBTFtUOT10N ..
SHALL BE. TYPE 'A' AND SHALL.BE CONSTRUCTED ON STRAIGHT :LINES ANp GRADES: BETWEEN
PROPERTY' LINE_ •• • • •• • •• •••
CENTEF2 LINE....
CONTROL POINTS'AND ELEVATIONS: -
UNLESS OTHERWISE
NOTED OF MAIN -:SEWER,'
2. DIMENSIONSJ:
LENGTH A
A. Y = L85 •m (ti FT.1
� CAP UNLESS
B: LENGTHS.'A' AND '8' -'SEE PROJECT PLANS
C. HEIGHT 'H• '- 'SEE. PROJECT PLANS
JOINING EX.:H:C:.
p. ELEVATIONS; 'E' :AND''F' -SEE PROJECT PLANS '
(SEE -...NOTE 4)
CAP-
3. AL •HbU NN .. ... .. .. ... .. ..... .. .....
L . SE CO EC'tION SEW J1 I E� `SHALL .BE 15
E P P 0 mm `I6 IN.I UNLESS OTHERWISE: INDICATED
ELEVATION P'-
AND. MAY 8E .ANY OF THE. FOLLOWING.:
150 mm (&'1' WYE
A. VC PIPE.
z :.
B, PE PIPE:
.t? • `' CLASS 265.CI4:
C. 'ABS' SOLID WALLPIPE
D. ABS COMPOSITE PIPE:
F, c e• - . (450-C-2000)
E. PVC PLASTIC :P IPE:
•� CONCRETE ENCASEMENT'
:.
- ...�
PROVIDED THAT CHANGES FROM ONE TYPi:. `OF MATERNAL :OR SIZE TO .ANOi'HER SHALL BE' M)4DE:
W m� �%. �. •
:
ONLY BY MEANS OF SUITABLE ADAPTERS APPROVED BY THEA ENGINEER:.
S-, W� `�• `V8 SENO
oo.
4. THE, UPPER END :OF THE HOUSE. CONNECTION :SHAC:L.6E SEALED .BY INSTALLINta 'A CAP AND
? -
SEALING THE CAP' WITH 25 rnrn it IN:) THICK: TYPE 'F• :MORTAR''AROUND THE: t:1�iCUMFERENCE'
_ aZ. •�'
OF THE CAP. .. ..... ........._ ..
_
15(� mm..(66) WYE
� �-•��� '
5.. EXCEPT AS CONTROLt:Eb F=LEVATI(1NS INDICATED ON THE :('.RO;IECT -THE•'MINIMUM
.. ..
r
.BY .PLANS.
SLOPE FOR ALL PIPE SHALL BE 2 PERCENT (S=O.0 2 MINIM
:. I I t
.. ... .. .. .. ....UMI.
•..•,e;�::
6, THE: FIGLIRE.IN A CIRCLE ON THE PROJECT '.PLANS ADJACENT TO A HOUSE:•CONNECTION SEWER
'ELEVATION E
STATION .INDICATES. THE -DEPTH: IN METERS..BELOW THE EXISTING TOP OF CURB TO .WHICH -THE'
"
:CAA
X06
INVERT OF THE UPPER END OF THE. HOUSE CONNECTION SEWER .SHALL •BE: CONSTRUCTED. IF
mm BRANCH....
N0 DEPTH. IS 1NDICATED..THE INVERT OF THE UPPER .END. SHALL BE THE ELEVATION SHOWN ON.
(16•)
THE. PROFILE. WHERE, NEITHERDEPTH NOR ELEVATION. IS INDICATED. `THE INVERT SHALL BE
'
1:89 m (6: FT:) .BELOW. THE TOP OF THE EXISTING CURB. '
QUAR
T. BRANCHES SHALL 9E .EITHER TEES OR WYES AND: SHALL BE ROTATED• UPWARd•FRdM THE:
CIRCULAR
HORIZONTAL .TO..AN ANGLE OF. 22-1/2. DEGREES. DEGREES WHEN TEES ARE USED. BENDS.
PROFILE
ARE NOT REQUIRED BUT MAY BE USED AT.THE:OPTION OF .THE.CONTRACTOR::. WHEN BRANCH
-THE
.THE
' ROTATION ODES NOT CONFORM TO THE SLOP.,E OF HOUSE' CONNECTION :SEWER; PULLED.
TYPE, .B
JOINTS MAY.'BE USED' FOR .ADJUSTMENT,
B. THE MAXIMUM DEFLECTION .AT EACH..JOINT :FOR. 100: mrri .(4 .tN:l and 150 mm .(6::IN�1: VITRIFIED.
CLAY, PIPE HOUSE CONNECTION SEWERS SHALL:BE 4 DEGREES WHICH IS EQUA •:
L PULL 'OF•
.TO .A
14 mm (9/16 1N.) FOR .A 150 mm (6 IN.) PIPE: AND 10: mm (3/8 .IN:J FOR .A IOD mm: (4 IN,) PIPE.
-(PULL IS ;DEFINED AS* HE SEPARATION OF HE ABUTTING PIPE: ENDS ON THE- CONVEX SIDE THE
;HE
•OF`
CURVE .MEASURED AT .OUTS.IDE PIPE BARREL). � � '
.' TOP OF`CURB FACE
STREET SUR
9. CONNECTION .01= ,A BUILDING- SEWER .Slu(ALLER THAN 150 mm 46.'IN.): TO A;.150 :rttm (61N.) HOUSE
CONNECTION SEWER SHALL ;BE MAGE USING :AN. APPROVED INCREASER. - TEE. OR -AN INCREASER
-
FOLLOWED BY 'A. TEE.
PROPERTY LINE • • :CEN1'ER::LINE
UNLESS OTHERWISE
OF' MAIN $EWER.'
10. ALL HOUSE .CONNECTION, SEWERS OR .PORTIONS THEREOF CONSTRUCTEDfiN A. SLOPE EXI;EEI)ING.
NOTED
45 DEGREES SHALL. BE ANCHORED PER STANDARD PLAN 221.
?. ... .... . -LENGTH A.... .. ..
HALL'.
11. HOUSE CONNECTION SEWERS CONSTRUCTED: PURSUANT TO A HOUSE CONNECTION, PERMIT'S41
:CAP :•UNLESS ,
CONFORM TO ALL .APPLICABLE STATUTES AND ORDINANCES:
JOINING EXi .H'.C;
12. DIMENSIONS SHOWN. ON :THE PLAN: FOR METRIC. AND •ENGL)SH. UNITS; :ARE NOT EXACTLY_
(SEE .NOTE. 4)
- :LENGTH B
..EQUAL
VALUES. IF :METRIC:UNITS ARE'USED. ALL VALUES USED FOR 'CONSTRUCTION .SHALL.BE:
�ELEVATION'F -
MEl'R16 VALUES... IF ENGLISH UNITS. ARE ,USED, ALL• VALUES- USED FOR •CONSTRUC.TION
'
SHALL BE ENGLISH VALUES.
4
yZ 0 t
IrB. OR'06. BEND.
AS .NEEDED :.
PROFILE
TYPE D
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA -CHAPTER
PROINULtiATED B1'THE
HOUSE;CONNECTION SEWER
STANDARD PLAN • .
�E �K�I� •.
:METR'�.
���
1864
��'tlaob
BHEE`I"1 OF'2;
`USB WITH STANDARD SPECIFICATIONI3 FOR PUBLIC WORKS CONBTFtUOT10N ..
AMERICAN PUBLIC WORKS ASSOCIATION" SOUTHERN CALIFORNIA:CHAPTER
STANDA�o PLAN .
METRIC'
HOUSE CONNECTION SEWER
GREET• 2 OK. 2