HomeMy WebLinkAbout5225-3INLET TYPE 2
to'
BAR 250
5/8"
(16 mm) j
F
DETAIL OF ANCHOR
INLET INLET
TYPE 2 1 TYPE 1
IAMB FAQ^
FL
-POINT M POINT N
10' (3000 mm)
TC GRADE LINE AS
TOP a CURB ON PROFILE
-POINT M POINT N
S. INCHES
(mt
J BAP.
SPACING
12. 300
7' 240
18' 450
7' 240
24'
7' 240
_
30" 750
Y 240
36 900
r 40
42. 1050
6 210
48. 1200
5 11gj
54 . 7350
6-1 225
60' fiNo
5.1847
6C (16501
72' 1800)
' 4' 180
3-1/2• (1271
ANIM
FJRfl�li f=
FOR S = 30' (750 mm) AND LE4 USE 2
ANOfORS. ONERYISE, LIT 3 ANOIORS. IPO
FOR S = 48' (1200 mm) AND IESS, (N 41
B=3'(75 mm)
USE 2-19x2'x3/6' (645119.5)
GALVANIZED S'1EEL ANGLE.
OR-ERMISE. B = C (IDO mm).USE 3-1/2'x3'xl/2'
(89x76%127) GkVANIM) STa ANGLE,
J BARS ARE p (#ION)
HNGE COVER AT
TOP OF MME
PPE PER
\ PUNS -
E L�3. 24'
J75 mm) MIN'
mm)
SECTION
INLET TYPE 1
M114
POINT P POINT 0
TOP OF CURB
rFL
-POINT P POINT 0-'
-G&VIAN® STEEL
ANGLE
3:+2 -Ski NOTE 6 0.•
)(2 00 -[150 mm)
MAT�'a+ ro SECTION A—A +*'
EXISTING FF1
0
E S 6' pOpp A1'
-t mm • n i mm ydV
mT L -j EARS ♦ E
.= o
SECTION B—B
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
rna% "m By nE
STANDARD PLAN
PARKWAY DRAIN
j 51-2
I
3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET i OF 2
NOTES
1. FLOOR OF BOX SHALL BE TROWELED 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 24" (6GO mm) EXTENSION BEYOND
THE R/W LINE IS NOT REWIRED WHEN BACK OF WALK IS 24" (600 mm)
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.
S. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1' HEAD
(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS B + 5" (125 mm)
AT POINT N AND P.
7. THE 3" (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE = 2.OX
STANDARD PI ANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
151-2
PARKWAY DRAIN
SHEET 2 OF 2