HomeMy WebLinkAbout2588-9•
A
B
lr
t
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J BAR
SIZE SPACING
PARKWAY DRAIN
151-0
COMMITTEE
JOINT COOPERATIVE COMMITTEE
1
-3
7-
18*
. ;
2 1/2'x2'x3/8'
r
m3
t
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3'
21/2'x2'x3/8'
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2
x3
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3'-0'
3'
1 21/2'.2'x3/8'
A
#3
7'
3'-6'
3'
1 21/2':2'x3/8'
1 3
13
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i
4'-0' 3'
S
r
3
.
•
l
4'-6' 4'
3 I/2'x3'xl/2'
t
1 #3
6 1/2'
5'-0'
A
3 I/2'x3'xl/2'
3
-3
-
Y •
Al'
3 1/2'x3'02'
. ;
1,3
s
r
6'-0'
4'
3 1/2'x3',1/2'
1 3
x3
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Nom. NDBD A 30
0
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sr4 CIV% '
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Q�e� _b�tiv�wGs
P HUODusrom, JR. DATE
QROFESS/pN
No.35275
* Exp.9/30/99
CIVIC!
OF CA1.'►�
NOTES r
I. FLOOR OF BOX TO BE TROWELED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W. INLET TYPE I
BEGINS AT THE TOE RATHER THAN THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2). THE 2' EXTENSION BEYOND THE R/W LINE
IS NOT REQUIRED WHEN BACK OF WALK IS 2' OR MORE FROM
THE R/W LINE; HOWEVER. PIPE SHALL� EXTEND TO R/W LINE IN
ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 181 2) TO BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 5/8'x6 3/8' WITH I' HEADS ATTACHED BY
A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE
ANCHOR.
6. NORMAL CURB FACE AT POINT M AND 0. B+5' AT POINT N AND P.
7. THE 3' LEG OF THE BAR 5/8'0 ANCHORS SHALL BE PARALLEL TO
THE TOP OF SIDEWALK.
8. SLOPE = 1/4' PER FOOT.
AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
151-0
PARKWAY DRAIN SHEET 2OF2
3 HINGE COVER AT
2'-0' INLET INLET
\ ZTYPE I RECTANGULAR
TYPE 2TOP PE PERP OF ��FRAME AND
COVER PER IMPROVEMENT
<Z�41STD. PLAN OR GRADING
SEE NOTE 8 152 PLAN
I 9.
SECTION I A I R/W
INLET TYPE 2 — I
I z I SEE
o I NOTE 8
10'
I n 3 I zD 'j
a
BAR
'071/4
1 I r u
aw
B i e SECTION
DETAIL OF ANCHOR I INLET TYPE I
I
1--i 3'
CURB FACE III ANCHOR I 11 CURB FACE
— —
T -- FL ILL----- -----111 FL
S — — —
POINT M POINT N POINT P POINT 0
A
PLAN
10' I S l o'
TC GRADE LINE AS Sit
TOP OF CURB
SHOWN ON PROFILE
TOP OF CURB FL
FL
-- POINT P POINT 0
POINT M POINT N PROFILE
SIDEWALK
GALVANIZED STEEL FINISH
ANGLE >
s
B
GALVANIZED
STEEL ANGLE
ANCHOR
J BAR
SIZE SPACING
PARKWAY DRAIN
151-0
COMMITTEE
JOINT COOPERATIVE COMMITTEE
-3
7-
18*
3'
2 1/2'x2'x3/8'
2
m3
7'
24• 1
3'
21/2'x2'x3/8'
2
13
7'
2-6'
3'
1 21/2':2'x3/8'
2
x3
7'
3'-0'
3'
1 21/2'.2'x3/8'
3
#3
7'
3'-6'
3'
1 21/2':2'x3/8'
1 3
13
6'
4'-0' 3'
1 2 1/2'x2',3/8'
3
x3
5'
4'-6' 4'
3 I/2'x3'xl/2'
3
1 #3
6 1/2'
5'-0'
4'
3 I/2'x3'xl/2'
3
-3
5-
'T-6'
T -6'
Al'
3 1/2'x3'02'
1 3
1,3
4'
6'-0'
4'
3 1/2'x3',1/2'
1 3
x3
3 1/2'
X3 12 f SEE NOTE 8GUTTER TO
MATCH SECTION A - A
EXISTING
6'. S 6'
I LI .3 O 12' MAX.
J BARS
m
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE AGC
PARKWAY DRAIN
151-0
COMMITTEE
JOINT COOPERATIVE COMMITTEE
1993
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION