HomeMy WebLinkAbout3397-4CURB FA(
A OR B
x
ACRS--,J5
SEE TABLE 1 m
TYP E 1
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CASE A
MORTAR
f
INLETI IOU LET
VARIABLE
-560
-8-325
tg
SECTION B -B It 2
UNDISTURBED EARTH
OPTIONAL BASE
ELF)\
B B
SLOPE I" IN 12"
MORTAR
Z
Op FLOW,
C>
(SHELF)
(PIPE)
PLAN
SECTION A -A
NOTES
1. EXCEPT AS INDICATED HEREON OR ON THE PROJECT PLANS,
MANHOLES SHALL CONFORM TO STANDARD PLAN 200 PRECAST
CONCRETE SEWER MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PUBLIC WORKS STANDARDSM..'i PRECAST CONCRETE SHALLOW MANHOLE,
201 - 0-
GREENBOOK COMMIT -TEE
ila" __ SHEET 1 OF 1
R
Z=X
Z=X
R
.1
-SEE NOTE 2
CURB FACE X I 1200 mm CURB
(4')
SEE TABLE 2
C FOR X VALUE
SEE TABLE I
TYPE 1
A OR B
PARKWAY
ul—
Z OR, LESS
RL 't
E E
2% MAX.
R
+3p
x
ot
w
WALL AND SLAB DIMENSIONS
j
<
REINFORCEMENT REOUIREMENTS
1 0 0 N
OPTIONAL SUBGRADE
SEE TABLE 2
FOR X VALUE
MAX MAX
SCR
OR MONOLITHIC
W
STIR. GR.
CATCH IN
SEE NOTE 2-
NOTE 2
(6')
(7') (8')
(9')
(10')
(11
(12')
(13') (14')
15') (16')
(17')
(_1 (20')
25 (1
25 (1
CURB FACE
------- ------
CURB X 120( mm
c'
X
(4')
117
+
50 (2")-
SEE
x
< NOTE 2
SEE TABLES 1 AND 2
4q—
FOR X AND Z VALUES
Tt
R
A OB
+
CURB FACE
SEE TABLE 1
TYPE 2
4;l
CASE A
MORTAR
f
INLETI IOU LET
VARIABLE
-560
-8-325
tg
SECTION B -B It 2
UNDISTURBED EARTH
OPTIONAL BASE
ELF)\
B B
SLOPE I" IN 12"
MORTAR
Z
Op FLOW,
C>
(SHELF)
(PIPE)
PLAN
SECTION A -A
NOTES
1. EXCEPT AS INDICATED HEREON OR ON THE PROJECT PLANS,
MANHOLES SHALL CONFORM TO STANDARD PLAN 200 PRECAST
CONCRETE SEWER MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PUBLIC WORKS STANDARDSM..'i PRECAST CONCRETE SHALLOW MANHOLE,
201 - 0-
GREENBOOK COMMIT -TEE
ila" __ SHEET 1 OF 1
R
Z=X
Z=X
R
.1
-SEE NOTE 2
CURB FACE X I 1200 mm CURB
(4')
SEE TABLE 2
C FOR X VALUE
SEE TABLE I
TYPE 1
will
STEPS
CASE B
-- --- -- -- ----
L
cs 75 ram
(WIR
E
Ln
100 mm
(49MIN.
300 mrn 75 mm
(12*)MAX. (3*)R -
STANDARDj
PLA
METRIC
111-2
SHEET
>a 10
on
o
SLOPE
i
PARKWAY
ul—
Z OR, LESS
PARKWAY
2% MAX.
z
+3p
x
ot
w
WALL AND SLAB DIMENSIONS
AND
REINFORCEMENT REOUIREMENTS
1.8
OPTIONAL SUBGRADE
SEE TABLE 2
FOR X VALUE
MAX MAX
SCR
OR MONOLITHIC
W
SEE
CATCH IN
(4')
4
NOTE 2
(6')
(7') (8')
(9')
(10')
(11
(12')
(13') (14')
15') (16')
(17')
(_1 (20')
25 (1
25 (1
c'
117
+
50 (2")-
SEE
x
< NOTE 2
4q—
Tt
+
CURB FACE
TYPE- 2
4;l
will
STEPS
CASE B
-- --- -- -- ----
L
cs 75 ram
(WIR
E
Ln
100 mm
(49MIN.
300 mrn 75 mm
(12*)MAX. (3*)R -
STANDARDj
PLA
METRIC
111-2
SHEET
>a 10
on
o
SLOPE
i
HOWEVER. MAY INCREASE
SLOPE IF Z EXCEEDS 8' SECTION R -R
ul—
Z OR, LESS
PARKWAY
W>l
z
+3p
x
ot
w
WALL AND SLAB DIMENSIONS
AND
REINFORCEMENT REOUIREMENTS
1.8
OPTIONAL SUBGRADE
CONNECTOR PIPE
MAX MAX
U A L# 14
OR MONOLITHIC
W
4.5 4,8
CATCH IN
joll_�ll
HOWEVER. MAY INCREASE
SLOPE IF Z EXCEEDS 8' SECTION R -R
ul—
Z OR, LESS
PARKWAY
W>l
z
STRUCTURAL DATA
x
ot
LN
WALL AND SLAB DIMENSIONS
AND
REINFORCEMENT REOUIREMENTS
1.8
OPTIONAL SUBGRADE
CONNECTOR PIPE
MAX MAX
U A L# 14
OR MONOLITHIC
W
4.5 4,8
CATCH IN
(4')
4
CONNECTION
(6')
(7') (8')
(9')
(10')
(11
SEE NOTE 6 rn Rn Arne
Y 1200 mm (4')
SEE TABLE 3 900 mrn (3') Mt
EXISTING ROUNDED OF
ROADWAY EDGE GAP '
pax. 27. MAX.
'-mA
-��A2-0 CURB AND GUTTER
SECTION A -A
USE TABLE 1 TO DETERMINE
SEE NOTE 6 WHICH OF SECTIONS A --A, B -B
PARKWAY OR C -C IS APPROPRIATE.
EXISTING
ROADWAY
A2-0 CURB AND CUTTER rr
DEPRESS B� OF WALK
SECTION B-9 SEE DETAIL A "e'. 'C" OR "D%
SEE NOTE 6 PARKWAY
Y 1200 rnm (4'
W
EXISTING ROUNDED TOP OF
ROADWAY RAMP
2A MAX. ft
A2-0 CURB AND GUTTER DEPRESS BACK OF WALK
SECTION C -C SEE DETAIL "A", 'B-. 'C' OR 'D"
Z 1200 MM (4) z
It2400 mrn (8 2400 mrn (81 MAX
MAX DEPRESS BACK OF WALK
SLOPE AT 8.33%
HOWEVER. MAY INCREASE
SLOPE IF Z EXCEEDS 8' SECTION R -R
Z OR, LESS
PARKWAY
z 1200 mm (4', 1200 mm (4`
z
STRUCTURAL DATA
2400 mm
AJAX DEPRESS ACK OF W ALK
4fq
WALL AND SLAB DIMENSIONS
AND
REINFORCEMENT REOUIREMENTS
1.8
2.1 2.4
2.7
MAX MAX
U A L# 14
W
4.5 4,8
5,1 5,4 5.7 6,0
(4')
4
MIN
MIN (5')
(6')
(7') (8')
(9')
(10')
(11
(12')
(13') (14')
15') (16')
(17')
(_1 (20')
25 (1
25 (1
50 (2")-
Tt
7'z
75 (3")-
STANDARD PLAN
PRO' WLGALTED BY THE
PUBLIC WORKS STANDARDSCURB,,OPENING CATCH
BASIN
METRIC
GREENBOOK COMMITTEE
300-2
1984
REV. 19%
zgvr wl�
SHEET 1 OF 2
SEE NOTE 6 rn Rn Arne
Y 1200 mm (4')
SEE TABLE 3 900 mrn (3') Mt
EXISTING ROUNDED OF
ROADWAY EDGE GAP '
pax. 27. MAX.
'-mA
-��A2-0 CURB AND GUTTER
SECTION A -A
USE TABLE 1 TO DETERMINE
SEE NOTE 6 WHICH OF SECTIONS A --A, B -B
PARKWAY OR C -C IS APPROPRIATE.
EXISTING
ROADWAY
A2-0 CURB AND CUTTER rr
DEPRESS B� OF WALK
SECTION B-9 SEE DETAIL A "e'. 'C" OR "D%
SEE NOTE 6 PARKWAY
Y 1200 rnm (4'
W
EXISTING ROUNDED TOP OF
ROADWAY RAMP
2A MAX. ft
A2-0 CURB AND GUTTER DEPRESS BACK OF WALK
SECTION C -C SEE DETAIL "A", 'B-. 'C' OR 'D"
Z 1200 MM (4) z
It2400 mrn (8 2400 mrn (81 MAX
MAX DEPRESS BACK OF WALK
SLOPE AT 8.33%
HOWEVER. MAY INCREASE
SLOPE IF Z EXCEEDS 8' SECTION R -R
Z OR, LESS
PARKWAY
z 1200 mm (4', 1200 mm (4`
z
12�4701) m', (87)—
I
[
2400 mm
AJAX DEPRESS ACK OF W ALK
4fq
MAX
SECTION S -S
STANDARD PLAN
METR
111-2
SHEETS OF 10
------------------- ----------------
STANDARD PLAN
300-2
SHEET 2 OF 2
15M 0 300 MM (04 0 1
L/2
330-C-23 (560-C-32501 CONCRETE
25 mm (11 (TYP.)
k
3-15M (o4) CIRCULAR TIES,
SEE NOTE 9
STANDARD PLAN
THE j, `4
ARDS INC METRIC
ITME 380-2
SHEET I OF 2
OL —I
1/1300 mm (12")
19 MM
T6
r�(1 /4")
GROOVING DETAIL
CONSTRUCT FENCE OR HANDRAIL -
Lb PER PROJECT DRAWINGS
< (6') PAVED SURFACE
PAVED SURFACE RETAINING CURB
D
DETAIL "B"
DETAIL 'AA"
GRADED 150
ou
SLOPE 2:1 UNPAVED SURFACE RETAINING CURB------ UNPAVED SURFACE
MAX.
DETAIL "D"
DETAIL "C" 77
GENERAL NOTES:
1. CONCRETE SHALL BE EITHER CLASS 310-C-17 (520-C-2500) OR 320-C-17
(560-D-2500) AND SHALL BE 100 mm (4") THICK,
2. THE RAMP SHALL HAVE A 300 MM (12") WIDE BORDER WITH 6 mm (1/4")
GROOVES APPROXIMATELY 19 mrn (3/4") OC. SEE GROOVING DETAIL.
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE.
4, USE DETAtL "A" OR -B" IF EXISTING SURFACE BEHIND RIGH -1 OF WAY IS PAVED.
5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND RIGHT OF WAY IS UNPAVED.
G. W = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN.
7. ANGLE = A/2 UNLESS OTHERWISE SHOWN ON PLAN,
B. DIMENSIONS 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.
METRIC
111-2
CURB RAMP SHEET 10 OF 10
CIRCULAR TIES;
PARKWAY
WIDTH,
m
2 1
1.2 1.5
1.8
2.1 2.4
2.7
3.0
3.3
16 3.9 4.2
4.5 4,8
5,1 5,4 5.7 6,0
(4')
4
MIN
MIN (5')
(6')
(7') (8')
(9')
(10')
(11
(12')
(13') (14')
15') (16')
(17')
(_1 (20')
25 (1
25 (1
50 (2")-
Tt
7'z
75 (3")-
100 4")-
E
Z
E
125 (5")-
tj
150 (6")-
7Z
it
175 (7")-
v7z
M
re
200 (8-)-
L)
225 (9-)-
<
250 (10")-
0
275 (11")-
z
300
(12"
OR MORE
76
/7
0 0
.9
"IR) rt
IL
0)
LEGEND:
Eo SECTION
A -A, SECTION A -A SECTION B -B
SEC-RON C -C
LANDING
= LANDING
=
1200 mm (4') 900 MM (3')
TABLE 1 SECTION USAGE & Z VALUES
NORMAL
NORMAL
SECTION A ---Al
CURB FACE
x
CURB FACE
y
50 mm (2") OR LESS
790 mm (32")
75 rnm (3")
1185 MM (47")
100 mm
(4") OR LESS
1200 mm (48")
100 mm (4")
1580 rnfn (63")
125 mm
(5")
1500 mm (603")
125 mm (5-)
1975 mm (79-)
150 mm
(6")
1800 mm (72")
150 mm (6)
2370 mm (95")
175 mm
(7")
2100 mm (84"')
r17 5 Mm (7)
2765 mrn (111
200 mm
(8")
2400 In m (96")
200 mm (8")
3160 mm (126")
225 mm
(9")
2700 mm (108")
225 mm (9")
3555 mm (142")
250 mm
(10")
3000 mm (120")
250 mm (10")
3950 mm (160")
275 mm
(11")
3300 rn m (132")
275 mm (1 1
4.340 mm (174")
304 Im
OR =MORE
-3600 mrn (144")
TABLE
2.
TABLE
3
-ii-M-ERICAN PUBLIC WORKS ASSOCIATION.- SOUTHERN CALIFORNIA CH8LPTER STANDARDPLAN
METRIC
CURB RAMP
111 -2
SHEET 9 OF 10
15M 0 300 MM (04 0 1
L/2
330-C-23 (560-C-32501 CONCRETE
25 mm (11 (TYP.)
k
3-15M (o4) CIRCULAR TIES,
SEE NOTE 9
STANDARD PLAN
THE j, `4
ARDS INC METRIC
ITME 380-2
SHEET I OF 2
OL —I
1/1300 mm (12")
19 MM
T6
r�(1 /4")
GROOVING DETAIL
CONSTRUCT FENCE OR HANDRAIL -
Lb PER PROJECT DRAWINGS
< (6') PAVED SURFACE
PAVED SURFACE RETAINING CURB
D
DETAIL "B"
DETAIL 'AA"
GRADED 150
ou
SLOPE 2:1 UNPAVED SURFACE RETAINING CURB------ UNPAVED SURFACE
MAX.
DETAIL "D"
DETAIL "C" 77
GENERAL NOTES:
1. CONCRETE SHALL BE EITHER CLASS 310-C-17 (520-C-2500) OR 320-C-17
(560-D-2500) AND SHALL BE 100 mm (4") THICK,
2. THE RAMP SHALL HAVE A 300 MM (12") WIDE BORDER WITH 6 mm (1/4")
GROOVES APPROXIMATELY 19 mrn (3/4") OC. SEE GROOVING DETAIL.
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE.
4, USE DETAtL "A" OR -B" IF EXISTING SURFACE BEHIND RIGH -1 OF WAY IS PAVED.
5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND RIGHT OF WAY IS UNPAVED.
G. W = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN.
7. ANGLE = A/2 UNLESS OTHERWISE SHOWN ON PLAN,
B. DIMENSIONS 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.
METRIC
111-2
CURB RAMP SHEET 10 OF 10
CIRCULAR TIES;