HomeMy WebLinkAboutR-413737DURASLOTw Slot Dimensions 12" to 36" Diameter Piue
�_O_�
VARIES
SEE PLAN
0
LU
6 "
Shown withc
(Oper.
SLOT HEIGHT
Product
Product E
PIPE
H
W
F
0
S
Description
DIAMETER
12" DIA.
1
1220DS
12"
32„
18„
4„
14„
24l,
2 j2„ Slot Height
12"
12" DIA.
1260DS
7„
119'
8
419
14"
24ff
6" Slot Height
15" DIA.
6" Slot Height
1560DS
j y"
7„
All
4
3»
4
131,
4
21»
4
18" DIA.
1860DS
18"
7"
11,,
2
30,
14"
24"
6" Slot Height
24" DIA.
2460DS
24"
74"
i8"
1"
14"
24"
6" Slot Height
30" DIA.
3060DS
30"
Bit,
22"
1"
14"
24"
6" Slot Height
36" DIA.
3660DS
36"
81"
22"
ill
All
6" Slot Height
Dimension from grade to pipe invert:
H (actual slot height) + PIPE DIAMETER + RECESS
12", 15" , 18" , 24" DURASLOT® ADAPTER
.90 A
ACCEPTABLE ALTERNATE FOR THIS PART
MODIFIED
ORIGINAL
PIPE
A
B
C
D
PART Na
PART NQ
SIZE
1262-DS
1214-AA
12"
14"
14.6"
15.4"
5.5"
1213-AA*
1562-DS
1514-AA
15"
16"
17.75"
18.6"
6.575
1513—AA*
1862—DS
1814—AA
18"
18"
21.4"
22.4"
7.5"
1813—AA*
2462—DS
2414—AA
24"
14.8"
28.2"
29.25"
6„
2413—AA*
HCPS DWG #AD-3
DURASLOT SURFACE DRAIN BY HANCOR
NTS
F
DURASLOTO Assembly Example w/ Open Slot
SLOT, DEPTH VARIES
15"/18" DIA DURASLOT PIPE
L./V I\ll.J L_\J I I\LL/V\1 LI\
12" CONCRETE PAVEMENT
A - DURASLOT End Cap
B - DURASLOT Pipe
C - DURASLOT Adapter
D - ADS N-12 Pipe / Hancor HiQ
F - DURASLOT Sot CapBand DURASLOT DRAIN CONNECTION DETAIL
I - 5/16" - 18 Thumbscrew x 3" Long w/ 5/16" Wingnut
J - Plastic Sleeve Spacer (goes on I — not used with 4" dia.)
K - Hex Head Assembly:
5/16" - 18 Hex Head Screw x 3" Long
w/ (2) Washers and 5/16" Hex Nut
L - DURASLOT Band Flange Assembly
NTS
EX ASPHALT
PAVEMENT
End Cap (A) or Adaptor (C) comes with a Slot Cap (F). _
Coupler Band (E) comes with standard hardware: one Thumbscrew/Wingnut (I); a pair of Band
Flanges (L); where applicable: one Plastic Sleeve Spacer (J) and one Hex Head Assembly (K)
for 12" diameter and larger with 6" slot, variable height, or taller slots.
PROPOSED PAVEMENT
SECTION PER DETAIL
12" , 15" , 18", 24" DURASLOT® END CAP
END VIEW TOP VIEW
MODIFIED
PART NQ
ORIGINAL
PART NQ
PIPE
SIZE
A
B
1233—DS
1267—AA
12"
5.76"
4.25"
1533—DS
1567—AA
15"
7.77"
6.25"
1833—DS
1867—AA
18"
8.04"
6.50"
2433—DS
2467—AA
24"
9.45"
8"
HCPS DWG #EC-3
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING IL
jchavez 05/05/2021 W
Section of pipe
removed to
accept the slot
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
®
D
C.� of W"
Q
ORIG
737 MAX FLIGHTLINE UTILITIES —APRON A CI PROJECT
RT
TWN
04.13.16
—
APRON A CI PROJECT — SITE DCN-06
RT
TWN
09.27.16
—
CITY OF RENTON PERMIT REVIEW COMMENTS
RT
TWN
05.23,16
—
RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES
RT
TWN
10.28.16
—
APRON A CI PROJECT — SITE DCN-01
RT
TWN
06.13.16
—
APRON A SITE STORMWATER IMPROVEMENTS-30%
RT
TWN
01.17.18
-�
GIs
'"F
�JoNal
—
APRON A CI PROJECT — SITE DCN-02
RT
TWN
07.19.16
—
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT
TWN
07.14.20
—
APRON A CI PROJECT — SITE DCN-03
RT
TWN
08.05.16
—
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
RT
TWN
09.29.20
1/2 #1:3 :304 STAINLESS
STEEL EXPANi)EI) > IFTAL
Corrugated
HDPE Pipe
Size per plan
�H
-D
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
R. TEMPLADO
TCHECKED
ENGINEER
APPROVED BY
DEPT.
DATE
T. NEU
CHECKED
sR4a
D. MURATA
��
��
APPROVED
rN
- )1
TQFI\I(-`I—I I-1QAINI ACpuAI T FDAWFNAFNIT QFrTlnm
H
4"
C511 I C296, C302—C303
NOT TO SCALE C511 I C296, C302—C303, C221—C223
i
9° 9"
I FF
�
1 26" --__
24" �� #4@12" O.C.` V)
PAVEMENT
(ASPHALT OR6@ 12" O.C. EACH WAY
CONCRETE) DURASLOT �r#
cllnrnnr nnnlnl �» nII, 3" CLR (TYP)
6" MIN CRUSHED ROCK
COMPACTED TO 95%
PER ASTM D-1557
AIRPLANE RATED STRUCTURAL FOUNDATION
PERMIT SUBMITTAL
C296, C302—C303, C221—C223
DESIGN BY DOWL
R-413737
AIL SUBTITLE
09.29.20 STORM DRAINAGE DETAILS
09.29.20
09.29.20 I TITLE APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7
09 SITE 05-YD
CIVIL MASTER
RENTON, WA DWG No.
40'6DOWL
REVISION SYMBOL
W5184605
C511
DATE 09.29.20
05—APRON—A—0511
09.29.20
C34