HomeMy WebLinkAbout4780-3EXISTI
AC DI
1E
E
E E INLET INLET
E �� 600 mm _ I o; z
C3 I (24") 01=-� TYPE 2 TYPE 1
E SEE NOTE 8
2'T a
I
SECTION — i --- A I --_ i_ R&
INLET TYPE 2 1 I
I
250 m
16 mm (1Dl)
s o° B
1 4
DETAIL OF ANCHOR
CURB FACE
FL
POINT M POINT N
RECTANGULAR
HINGE COVER AT
FRAME AND
TOP OF FRAME
COVER PER
PIPE PER
STD. PLAN
IMPROVEMENT
15
OR GRADING
r
PLAN
E
600 mm ,
3:12 -SEE- NOTE 8
1
10 m
FOR S = 1200 mm (48') AND LESS,
J
!j�
200 mm
(B')
150 mm
6')
GALVANIZED STEEL ANGLE.
MATTER TO
NOTE B -I
'S mm
(3') MIN
SECTION (6"
4So m
BIA I I f T T\i1�r' w
mm
CURB FACE
FL – –
POINT P POINT p
A
PLAN
3000 mm (10') S 3000 mm (10)
TC GRADE LINE AS S 2
SHOWN ON PROFILE TOP OF CURS
TOP OF CURB
-- -------FL
.FL — —
POINT P POINT Q
POINT M POINT N PROFILE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
HE
PROMULGATED STANDARDS
PUBLIC WORKS STANDARDS INC.
GALVANIZED STEEL
SIDEWALK
FINISH
GREENBOOKCOMMITTEE
1993
ANGLE
ANGLE
REV. 12%
C'
FOR S = 750 mm (30') AND LESS, USE 2 t0q �tm
~�
•BATTER
r
ANCHDRS. OTHERNSE, USE 3 ANCHORS.
(4 1
3:12 -SEE- NOTE 8
1
10 m
FOR S = 1200 mm (48') AND LESS,
B = 75 mm (3")
USE 64x51x9.5 (2-1/2"x2"x3/8')
200 mm
(B')
150 mm
6')
GALVANIZED STEEL ANGLE.
MATTER TO
SECTION A— A
OTHERMSE, B = 100 mm (4'). USE 890642.7
EXISTING
(3-1/2'0"0/2') GALVANIZED STEEL ANGLE.
J BARS ARE /1011 (13).
1m
E S 150 mm
,�.
10M O 420 mm
�y3
O 12") MAX OC
m
J BARS E
ti
V EL
SECTION B=B
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
HE
PROMULGATED STANDARDS
PUBLIC WORKS STANDARDS INC.
PARKWAY DRAIN
STANDARD PLAN
METRIC
GREENBOOKCOMMITTEE
1993
1 5 1 - 1
REV. 12%
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. FLOOR OF BOX SHALL BE TROWLED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED. WITHIN THE R/W, INLET TYPE 1
BEGINS AT. THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2), THE 600 mm . (24") EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK ' IS 600 mm (24")
OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W LINE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD
(5/8" x 6-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 125 mm (5")
AT POINT N AND P.
7. THE 75 mm (31I) LEG OF THE 16 mm (5/8") DIA, �NCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.09. R
9. 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. HOWEVER,
ASTM 615 REINFORCING STEEL MAY. BE -SUBSTITUTED FOR ASTM 615M STEEL.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
PARKWAY DRAIN
151 - 1
SHEET 2 OF 2