HomeMy WebLinkAboutR-388327STRUCTURE SD#Z3
CB TYPE II - 72"
RIM = 20.44
IE=14.00 24" (IN/OUT) SE,N
STANDARD GALVANIZED STEEL -
STEPS. SEE AUSTIN CO SPECS.
ROUND SOLID COVER MARKED
'DRAIN' W/ LOCKING BOLTS
4-.
PLAN
OUT
8" MIN
L
DETAIL H
N.T.S.
ROUND SOLID COVER MARKED
'DRAIN' W/ LOCKING BOLTS
4" MIN 1'-6" MAX
RIM=20.44
LIFT GATE CONTROL ROD
a
SEE DETAIL 'D' MAX W.S.
IE=16.60 EL=17.10
SEE DETAIL 'C'
IE=15.80
18" MIN
STANDARD GALVANIZED STEEL
STEPS. SEE AUSTIN CO SPECS.
INLET PIPE
24" OUTLET PIPE
4
424"
-
IE=14.00
6" THK GROUT ALL AROUND IE=14.00 0
N
LIFT GATE - SEE DETAIL 'B'
d'
PIPE SUPPORT 3"X.09 GAGE
BOLTED OR EMBEDDED 2" IN o
WALL AT MAX 3' SPACING. : �e—MH SERIES 200
MIN ONE SUPPORT `v
TYPE B 72"0
RESTRICTOR PLATE WITH 6.0625"0 ORIFICE
TYPE 9 MINERAL AGGREGATE
'I
W/ PORTLAND CEMENT
4 MIN ��;!
STRUCTURE SD#Z3
CB TYPE II - 72"
RIM = 20.44
IE=14.00 24" (IN/OUT) SE,N
NOTES:
1. USE A MINIMUM OF A 72" DIAMETER TYPE 2 CATCH BASIN
2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW
3. METAL PARTS: CORROSION RESISTANT NON -GALVANIZED PARTS PREFERRED. GALVANIZED
PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
4. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE
C. FRAME IS CLEAR OF CURB
5. IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE
SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4"
6. PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE
WALL (MAXIMUM 3'-0" VERTICAL SPACING)
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN
NTS
8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS
Storm Control Structure 5
OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER
NTS
Not Used 9
NEOPRENE GASKET
LIFT GATE CONTROL ROD
PRESSURE RELEASE ASSEMBLY
CSK 004
REMOVABLE WATER
TIGHT COUPLING
12" ELBOW
6" MIN
DRILLED CAP PLATE 6" MAX
WITH 7.4375 0 ORIFICE
DETAIL G
N.T.S.
REMOVABLE WATER
TIGHT COUPLING
12" ELBOW
6" MIN
DRILLED CAP PLATE 6" MAX
WITH 7.50 0 ORIFICE
DETAIL 'D'
N.T.S.
SEWER SADDLE
SEWER SADDLE
7" MAX
3/4" DIA SMOOTH
ROUND BARS EQUALLY SPACED.
BARS SHALL BE WELDED TO
UPPER & LOWER BANDS.
UPPEP onKin
LOWER BAND
PLAN
24$$
ELEVATION
3/4" DIA SMOOTH
ROUND BARS EQUALLY
SPACED (4" O.C. MAX)
3/4" BAR
A
CB
INNER DI
48
58"
54"
65"
60"
72"
72"
86"
96"
114"
UPPER BAND
3/4" DIA BAR
1/2" PLATE
DRILL HOLES
-9/16" HOLES FOR LOCK
)UALLY SPACED
CV U")
T T LOWER BAND
1 /2"�I
ENTRY GATE DETAIL
NOTES:
1. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36.
2. DEBRIS CAGE SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 (AASHTO M111).
NTS
Bird Cage Style Debris Cage
PLAN VIEW
STRUCTURE SD#Z4
NTS CB TYPE II - 72"
Not Used 6
HORIZONTAL CONTROL POINT HORIZONTAL CONTROL POINT
HORIZONTAL CONTROL POINT ASPHALT PAVEMENT CONCRETE CURBING
ASPHALT PAVEMENT ASPHALT PAVEMENT
J�
I I
I 11 LI I =1
r it I y 1 o
� H
(~ U
L�
O
z STRUCTURES W/ NO CURBING
W
U
24" INLET
24"
TOP VIEW
NOTES:
1. HED-FLEX DUCKBILL CHECK VALVE
SERIES 9900 OR EQUAL
HORIZONTAL CONTROL POINT
CONCRETE CURBING
ASPHALT PAVEMENT-1
PIP'
® i
J
z
U O I
N p U
L�
L�
O Z
W STRUCTURES ALONG CURBING
Z Uj
W W
U Cn
Approved By:
Approved By:
Approved By:
Approved By:
J
N
In Compliance W/ City Of Renton Standards
Date: _
Date: _
Date:
Date: _
SIDE VIEW
NTS
'Duck Bill' Check Valve
HORIZONTAL CONTROL POINT
CONCRETE CURBING
/-ASPHALT PAVEMENT-\
I =1Q `i o
w
N O U
L�
O Z
W STRUCTURES IN CURBING CORNERS
TITLE
LONGACRES
BUSINESS
CENTER
SW 27TH ST & NACHES
AVE SW
CONSULTANT COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE - SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
ISSUED:
DATE DESCRIPTION
03/09/2016 BUILDING PERMIT RESUBMITTAL
04/19/2016 CSK-004 Storm Control Riser
KEY MAP:
PROJECT NUMBER C152268-03
DRAWN BY SAS
ISSUE DATE 05/04/2017
SEAL
-ILL pET�
1�
z
36936
ONAL
SHEET TITLE / NUMBER
Storm Drainage Details
VLn NTS 4.12
Horizontal Control For Drainage Structure 12
R-388327