HomeMy WebLinkAboutR-40833600
I
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w
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FV-4" 2y2"
*NOTE: WHEN RISER EXTENSIONS
ALL STEEL PER ARE USED, THE PLANT SHOULD
%4" (#6) REBAR CAN BE CUT FLUSH — ° ASTM A36 CUT 3" FROM THE SIDE RAILS AS (4) %6" FILLET WELDS FROM LADDER RAILS
TO OUTSIDE OF RAIL SHOWN EACH ANGLE CORRUGATION AND RUNGS
(BAR LENGTH = 16%4") OR BAR CAN CREST (2 WELDS EACH SIDE)
EXTEND BEYOND RAIL%"± ~ FABRICATION TOLERANCE: ±%4"
° FLAT BAR AND REBAR: MILL
3/8„ TOLERANCE APPLIES (4) L3" x 3" x 3/6" RISER
TYP. 5%2" LONG IV I
7
T
01 _ 6" FROM RUNG TO
it
12" TYP. RISER JOINT
HOLE w/ 3Y4' REBAR RUNG, *3" FROM BOTTOM OF LADDER O
CENTER TO CENTER
RUNG SPACING co WELD REBAR TO RUNG ON RAIL TO RISER JOINT V-4"
OUTSIDE OF STEEL RAIL (2)%4" FILLET WELDS
1" LONG FROM EACH ANGLE
2%2" x 3/8" FLAT BAR SIDE RAIL TO LADDER RAIL
PLAN SIDE PLAN
NOTES:
1. LADDERS CAN BE MADE IN 20'-0" STANDARD LENGTHS AND CUT TO FIT *3" FROM TOP OF LADDER +I
2. ALL MATERIAL TO MEET ASTM A36 RAIL TO RISER JOINT O
3. LADDER TO BE HOT DIPPED GALVANIZED PER ASTM A-123 AFTER 6" FROM RUNG TO
FABRICATION IS COMPLETE RISER JOINT
STANDARD LADDER DETAIL
NOT TO SCALE
PART NO. HALAGVL16 —
PROVIDE MINIMUM OF 4 ATTACHMENT — —
ANGLES (2 ON EITHER SIDE OF LADDER RAIL) _ ' — — _ A
TO CONNECT LADDER TO RISER EXTENSION
RISER w/ LADDER AND STEPS
IF EXTENSION IS REQUIRED _
LADDER RAILS AND RUNGS RISER NORMALLY CMP
WITH 2%3' x%z"
CORRUGATIONS
(4) %6" FILLET WELDS
RISER w/ LADDER (4) %6" FILLET WELDS FROM EACH ANGLE
CORRUGATION CREST
FROM EACH ANGLE TO
AND STEPS CORRUGATION CREST (2 WELDS EACH SIDE)—
(2 WELD EACH SIDE) _
(2)%4" FILLET WELDS 1" LONG _ _ _
ATTACHMENT ANGLE O L3" x 3" x %6" L3" x 3" x 3/6"—
L5" x 3" x %4" x 16" LONG AT V-0" MINIMUM OF 4 ANGLES PER 5%2" LONG 5%2" LONG
SPACING. LONG LEG TO LADDER SECTION, (2 EACH SIDE OF
MAINLINE CMP �_ PROJECT OUT. WELD TOP LADDER) 6' MAX. SPACING
AND BOTTOM OF 3" LEG TO EACH VERTICALLY
22/ x %2, 5 x 1, 3 x 1, ETC. MAX. CORRUGATION CREST
(THESE ANGLES SHOULD BE USED
d FOR LARGER DIAMETER
MAINLINES WHERE ADDITIONAL SECTION A -A
STEPS ARE NEEDED)
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-408336
The design and information shown on this drawing is provided
as a service to the project owner, engineer and contractor by ® ® PROJECT No.: SEC. No.: DATE:
Contech Engineered Solutions LLC("Contech"). Neither this ��I/� �\I/<V�iCiAV �� �� 624723 010 2/28/2020
drawing, nor any part thereof, may be used, reproduced or C741FNTECH �" '� ' ��wx 24 PERFORATED UNDERGROUND RETENTION SYSTEM - 624723-010modiied in any manner without the prior written consent of �.►, �` `� = = DESIGNED: DRAWN:
Contech. Failure essly comply claimssdone a[the
yorruser's
ponsibrisk tyforand
ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS FUPC (FUNDAMENTALIST UKRANIAN PENTECOSTALIST CHURCH) KET JPC/DJB
Contech expressly disclaims any liability or responsibility for
such use.
If discrepancies between the dwww.ContechES.com RENTON,WA CHECKED: APPROVED:
supplied information upon which CONTECH JMD JMD
the drawing is based and actuallfield conditions are encountered PROPOSAL
to siteechim immediately
re-evaluation
must be Contact
11815 NE Glenn Widing Drive, Portland, OR 97220 SITE DESIGNATION: FUPC SUBBASIN #1
to Con tech immediately for re-evaluation of the design. Contech SHEET NO.:
accepts no liability for designs based on missing, incomplete orEARIJDATE REVISION DESCRIPTION B 800-548-4667 503-240-3393 800-561-1271 FAX DRAWING 49 OF 65
inaccurate information su lied 1),
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.
uf
Call before you dig
PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE:
SERVICE VERTICAL: NWD 19ee
AS INDICATED HORIZONTAL• NAD 1983/1991
DESIGNED: ON DRAWING
DRAWN:
ONE INCH DATUM
CHECKED: AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
CITY OF
,R RENTON
•
Planning/Building/Public Works Dept.
MA [1106"110SA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
FIRST UKRAINIAN PENTECOSTAL CHURCH
3811 NE 21 ST ST
RENTON, WA 98056
SITE DESIGNATION: FUPC SUBBASIN #1
DATE
02-25-20
FIELDBOOK:
PAGE:
49 65
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