HomeMy WebLinkAbout1868-6a3 2' -0' Z INLET INLET RECTANGULAR
a
TYPE 2 TYPE I COVE PER aIPE PER
S2. PLAN IMPROVEMENT
OR GRADING
SEE NOTE 8
PLAN
I -u- 24'
SECTION A I R/W
INLET TYPE 2 —�'—'—
I
I I NOTE e
10'
BAR I 3 I ;° *7 `►.
5/8'0 I 1
I c I 6' MIN.
~ W
a I
`?' 90,4 B i e SECTION
DETAIL OF ANCHOR i I INLET TYPE I
I I
3
CURB FACE III -i•11 III CURB FACE -ANCHOR 1 II
--- FL ----- FL --
POINT M POINT N POINT P POINT 0-7
10'
TC GRADE LINE AS
SHOWN ON PROFILE
TOP OF CURB
_ FL _
POINT M POINT N
S
8
GALVANIZED
STEEL ANGLE
ANCHOR
AR
SIZE SPACING
12'
3'
1 21/2'x2'x3/8'
2
#3
7'
18'
3'
1 21/2'x2'x3/8'
2
13
7'
24'
3'
21/2'x2'x3/8'
2
e3
1'
2'-6'
3'
21/2'x2'x3/8'
2
03
1'
3'-0' 3'
21/2'x2'x3/8'
3
#3
7'
3'-6'
3'
2I/2'x2'x3/8' 1
3
#3
6'
4'-0'
3'
21/2'x2'x3/8'
3
@3
5'
4'=6' 4'
3 1/2'x3'xl/2'
3
#3
61/2'
5'-0
4'
31/2'x3'xl/2'
3
v3
5'
5'-6'
4'
31/2'x3'xl/2' 1
3
13
4'
6'-0' 4'
3 1/2'x3'xl/2' 1
3 1
#3 1
3 1/2'
A
PLAN
S 10'
S/2
TOP OF CURB
FL
POINT P POINT Q
PROFILE
GALVANIZED STEEL SIDEWALK
ANGLE FINISH
m
v 6ATTER 3: 12 ,,—SEE NOTE 8
f• •r
8' 6'
GUTTER TO
SECTIONMATCH A - A
EXISTING
6' S 6'
-� _ •3 0 12• MAX.
J BARS
m � ,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE APWA-AGC PARKWAY DRAIN
JOINT COOPERATIVE COMMITTEE 151-0
1993
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
i
NOTES
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 I a 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 Q, 8+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 = I/4" PER FOOT. ,
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
151-0
PARKWAY DRAIN
STANDARD PLAN
SHEET 2 OF 2
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SECTION A—
A
` i t4`
SECTION B -"B
SECTION F -F
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
152-0
• RECTANGULAR FRAME AND COVER
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
.RECTANGULAR FRAME AND COVER
152-0
1993
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
i
NOTES
I. FRAME AND COVER SHALL BE CAST IRON.
2. A PLAIN 1/4" BORDER SHALL BE TYPICAL FOR ALL BORDERS ON
FRAME AND COVER.
z
3. ALL CASTING RADII SHALL BE 1/4" UNLESS OTHERWISE SHOWN,
4. WEIGHT OF FRAME AND COVER IS 43 POUNDS.
5. USE ONE 3/8"-16x1" STAINLESS STEEL SOCKET CAP SCREW. APPLY
HIGH ADHESIVE, OPEN GEAR GREASE TO THREADED PORTION PRIOR
TO INSERTION.
6. USE 4"x4" CAST ALUMINUM LINK HINGE WITH SST PIN FOR 1800
OPENING.
x
AMERICAN PUBLIC WORKS ASSOCIATION —SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
152-0
• RECTANGULAR FRAME AND COVER
SHEET 2 OF 2
Ae
W.
FESS�®�,
W i No. 10776
oc Exp
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