HomeMy WebLinkAboutR-40834100
10
O
w
12'
%4" (#6) REBAR CAN BE CUT FLUSH — a ALL STEEL PER
ASTM A36
TO OUTSIDE OF RAIL
(BAR LENGTH = 16%4") OR BAR CAN _
EXTEND BEYOND RAIL %2"± FABRICATION TOLERANCE: �"
_ � o FLAT BAR AND REBAR: MILL
TOLERANCE APPLIES
TYP. 3/$„
12" TYP.
CENTER TO CENTER 7/$" HOLE w/ 3/4" REBAR RUNG,
RUNG SPACING ® WELD REBAR TO RUNG ON
OUTSIDE OF STEEL RAIL
— o
2%2" x Y8" FLAT BAR SIDE RAIL
PLAN SIDE
NOTES:
1. LADDERS CAN BE MADE IN 20'-0" STANDARD LENGTHS AND CUT TO FIT
2. ALL MATERIAL TO MEET ASTM A36
3. LADDER TO BE HOT DIPPED GALVANIZED PER ASTM A-123 AFTER
FABRICATION IS COMPLETE
STANDARD LADDER DETAIL
NOT TO SCALE
PART NO. HALAGVL16
PROVIDE MINIMUM OF 4 ATTACHMENT
ANGLES (2 ON EITHER SIDE OF LADDER RAIL)
TO CONNECT LADDER TO RISER EXTENSION
RISER w/ LADDER AND STEPS
IF EXTENSION IS REQUIRED
RISER w/ LADDER
AND STEPS
L5" x 3" x %4" x 16" LONG AT V-0"
SPACING. LONG LEG TO
MAINLINE CMP PROJECT OUT. WELD TOP
Fffl AND BOTTOM OF 3" LEG TO EACH
2% x %2, 5 x 1, 3 x 1, ETC. AX CORRUGATION CREST
(THESE ANGLES SHOULD BE USED
LU
d FOR LARGER DIAMETER
a MAINLINES WHERE ADDITIONAL
STEPS ARE NEEDED)
-3"
'NOTE: WHEN RISER EXTENSIONS
ARE USED, THE PLANT SHOULD
CUT 3" FROM THE SIDE RAILS AS
SHOWN
C
SER JOINT
-'• •- • ,.i •I�
LADDER RAILS AND RUNGS
(2)%4" FILLET WELDS 1" LONG
ATTACHMENT ANC
MINIMUM OF 4 ANGLES P
LADDER SECTION, (2 EACH SIDE
LADDER) 6' MAX. SPACI
VERTICAL
SECTION A -A
JOINT
RISER NORMALLY CMP
WITH 2%3" x%"
CORRUGATIONS
(4) %6" FILLET WELDS
FROM EACH ANGLE TO
CORRUGATION CREST
(2 WELD EACH SIDE)
L3"x3"x%6"
5%2" LONG
(4)%6" FILLET WELDS FROM
EACH ANGLE CORRUGA-
CREST (2 WELDS EACH S
(4)L3"x3"x%6"
5%2" LONG
(2)%4" FILLET WELDS
1" LONG FROM EACH ANGLE
TO LADDER RAIL
(4)%6" FILLET WELDS
FROM EACH ANGLE TO
CORRUGATION CREST
(2 WELDS EACH SIDE)
L3" x 3" x %6"
5%2" LONG
LADDER RAILS
PLAN
RISER
\� LADDER RAILS
NOTE:
AND RUNGS
THIS DRAWING IS INTENDED TO APPLY TO LADDERS
INSTALLED IN RISERS HAVING A DIAMETER OF 30" OR
ELEVATION
LARGER. DUE TO SPACE CONSTRAINTS AND LIMITED
ACCESSIBILITY, THE PRACTICALITY AND SUITABILITY OF
UTILIZING RISERS SMALLER THAN 30" DIAMETER
RISER LADDER DETAIL
AND/OR INCORPORATING LADDERS IN THESE SMALLER
NOT TO SCALE
DIAMETER RISERS SHOULD BE ADDRESSED BY THE
OWNER AND PROJECT ENGINEER
R-408341
The design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor is
Contech Engineered Solutions LLC ("Contech"). Neither this
drawing,n part thereof, t ay be used, reproducedor
®
�\I/�
C741FNTECH
�`I/ems
/ 0^�®
!'% ' ��W
lI1 ��
x 24 PERFORATED UNDERGROUND RETENTION SYSTEM - 624723-020
PROJECT No.:
624723
SEC. No.:
020
DATE:
3/2/2020
DESIGNED.
KET
DRAWN:
JPC/DJB
in any consent
y p
Contech. Failure to comply is done at the user's own risk and
Contech expressly disclaims any liability or responsibility for
ENGINEERED SOLUTIONS LLC
� ,► — `� = =
CMP DETENTION SYSTEMS
FUPC (FUNDAMENTALIST UKRANIAN PENTECOSTALIST CHURCH)
such use.
If discrepancies between the supplied information upon which
www.ContechES.com
CONTECH
RENTON, WA
CHECKED:
APPROVED:
the drawing is based and actual conditions are encountered
JMD
JMD
disc
to site work progresses, ediatelyforr-these re-evaluationfth must be reported
to Contech immediately for re-evaluation of the design. Contech
11815 NE Glenn Widing Drive, Portland, OR 97220
PROPOSAL
SITE DESIGNATION: FUPC BASIN #2
SHEET NO.:
accepts no liability for designs based on missing, incomplete or
800-548-4667 503-240-3393 800-561-1271 FAX
DRAWING
54 OP 65::]
AR
DATE
REVISION DESCRIPTION
BY
inaccurate information su plied b others.
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. ABOSSEIN ENGINEERING (AE)
CANNOT BE HELD LIABLE FOR
ACCURACY. CONTRACTOR SHALL FIELD
VERIFY GRADES, UTILITIES AND ALL
OTHER EX FEATURES & CONDITIONS. IF
CONDITIONS ARE NOT AS SHOWN &/OR
PLANS CANNOT BE CONSTRUCTED AS
SHOWN, CONTACT AE PRIOR TO
CONSTRUCTION.
NO.
PERMIT SUBMITTAL
REVISION
BY I DATE
/ O
1
0� � Call before you dig
SURVEYED: GEODETIC SURVEYING SCALE:
SERVICE VERTICAL 111 1988
AS INDICATED HORIZONTAL• NAD 1983/1991
DESIGNED: ON DRAWING
DRAWN:
ONE INCH DATUM
CHECKED: AT FULL SCALE
IF NOT ONE INCH
) P APPROvi SCALE ACCORDINGLY
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
CITY OF
RENTON
•
Planning/Building/Public Works Dept.
W
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FV
ELOPMENT ENGINEERINGan Janders 03/19/2020
FIRST UKRAINIAN PENTECOSTAL CHURCH
3811 NE 21 ST ST
RENTON, WA 98056
SITE DESIGNATION: FUPC BASIN #1
DATE
02-25-20
FIELDBOOK:
PAGE:
54 65
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