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E E
E 3 L 600 mm _I o
C) :� (24") o .d
� v
E SEE NOTE 8
7
y`", LO ° .4
A�•'L I �� � V • r
r
SECTION
INLET TYPE 2
250 m
16 BmmAml
(5/8")p
B�L
�
DETAIL OF ANCHOR
CURB FACE
FL
POINT M POINT N
INLET INLET
TYPE 21 TYPE 1
A
PLAN
3000 mm (10') S
TC GRADE LINE AS S/2 ap
SHOWN ON PROFILE
TOP OF CURB
FL
- POINT M POINT N PROFILE
S. mm
J BAR
SPACING mm
300 12"
240 7"
450 18"
240 Y
600 24"
240 7"
750 30'
240 71
900 36"
240
1050 42"
210 6"
1200 48"
180 5"
1350 54"
225 (6-1/21
1500 (601
180 5"
1650 66"
180 4"
1800 72"
120 (3-1/26)
RECTANGULAR
FRAME AND
COVER PER
STD. PLAN
152---\
E
E
HINGE COVER AT
TOP OF FRAME
PIPE PER
IMPROVEMENT
OR GRADING
SECTION E
Br w I I r- •-r- -I %ire r -1
mm
CURB FACE
,-- FL
POINT P POINT'Q
3000 mm (10')
/C TOP OF CURB
FL
�-- POINT P POINT Q
- GALVANIZED STEEL %
ANGLE
") MIN
SIDEWALK
FINISH
FOR S = 750 mm (30") AND LESS, USE 2 10Q mm m -
ANCHORS. OTHERWISE, USE 3 ANCHORS. 10 m (4') BATTER 3:12 `-SEE NOTE 8
FOR S = 1200 mm (48") AND LESS, LIZ.
r•
8 = 75 mm i3') 200 mm 150 mm
USE 66514.5 (2-1/2"x2 x3/8") (g•) 6")
GALVANIZED STEEL ANGLE. GUTTER
MATCH TO SECTION A -A
OTHERWISE. B = 100 mm (4"). USE 890602.7 EXISTING
(3-1/2"4"A/2") GALVANIZED STEEL ANGLE.
.. E
150.mm E S 150 mm
J BARS ARE fIGU (#3). " '1 OM o 420 mm
1#3 0 12") MAX OC
MT J BARS - E
4 f 4
•
SECTION B -B
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC..'.. .,..
151 =.1.
PARKWAY DRAIN
STANDARD PLAN
PROMULGATEDPARKWAY
WORKS DRKS STANDD ARDRD S INC.
DRAIN
METRIA
GREENBOOK COMMITTEE
1903
—
REV. 1M
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 8 + 125 mm (5")
AT POINT N AND P.
7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.07.. (IN R.O.W.)
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..'.. .,..
151 =.1.
PARKWAY DRAIN
SHEET 2 OF 2
PARKWAY DRAIN_
PR'FPARP.n $Y;
JOSEPH E. BONADIMAN & ASSOCIATES INC.
consulting engineers land surveyors
588 W. 61h Street, San Bernardino, CA 92470
Phone: (909) 885-3806 - Fax. -(909)381-1721