HomeMy WebLinkAboutR-40834600
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*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 EACH ANGLE CORRUGATION AND RUNGS
(BAR LENGTH = 16%4") OR BAR CAN SHOWN CREST (2 WELDS EACH SIDE)
EXTEND BEYOND RAIL%"± FABRICATION TOLERANCE: ±%a"
° FLAT BAR AND REBAR: MILL
3/8„ TOLERANCE APPLIES (4) L3" x 3" x 3/6" RISER
TYP. 5%2" LONG
01 _ 6" FROM R
12" TYP. R JOINT
CENTER TO CENTER 7/$" HOLE w/ 3Y4' REBAR RUNG, *3" FROM O TOM R O
RUNG SPACING ® WELD REBAR TO RUNG ON RISER JOINT
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" FRO TOP
2. ALL MATERIAL TO MEET ASTM A36 RISER JOINT O
3. LADDER TO BE HOT DIPPED GALVANIZED PER ASTM A-123 AFTER 6" FROM R
FABRICATION IS COMPLETE R 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 23/3" x%2"
CORRUGATIONS
(4) %6" FILLET WELDS
RISER w/ LADDER (4) %6" FILLET WELDS FROM EACH ANGLE TO
FROM EACH ANGLE TO FROM CREST _I
AND STEPS CORRUGATION CREST (2 WELDS EACH SIDE)
(2 WELD EACH SIDE)
(2)%4" FILLET WELDS 1" LONG111`4 _ _ —
ATTACHMENT ANGLE O L3" x 3" x %6" L3" x 3" X 316"—
tj 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
1'_ AND BOTTOM OF 3" LEG TO EACH VERTICALLY-
22/ x %2, 5 x 1, 3 x 1, ETC. AX CORRUGATION CREST _
(THESE ANGLES SHOULD BE USED—
o FOR LARGER DIAMETER
E 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-408346
The design and information shown on this drawing is provided PROJECT No.: SEC. No.: DATE:
as a service to the project owner, engineer and contractor by \I/ ® A ��I% UV00h J® �� �� 624723 030 3/3/2020
Contech Engineered Solutions ayb Contech"). Neither this CV41FNTECH - 35 x24 PERFORATED UNDERGROUND RETENTION SYSTEM-624723-030
drawing, nor any part thereof, may be used, reproduced or%��rmodiied in any manner without the prior written consent of 0,,, �` `� DESIGNED: DRAWN:
Contech. comply ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS FUPC (FUNDAMENTALIST UKRANIAN PENTECOSTALIST CHURCH) KET JPC/DJB
Contech expressly disclaims any liability or responsibility for
such use.
RENTON, WA CHECKED: APPROVED:
If discrepancies between the supplied information upon which www.ContechES.com CONTECH JMD JMD
the drawing is based and actual field conditions are encountered PROPOSAL
assiteworkprogresses, these discrepancies must bereported 11815 NE Glenn Wilding Drive, Portland, OR 97220 SITE DESIGNATION: FUPC BASIN #3
to Contech immediately for re-evaluation of the design. Contact SHEET NO.:
accepts no liability for designs based on missing, incomplete orLAR DATE REVISION DESCRIPTION BY 800-548-4667 503-240-3393 800-561-1271 FAX DRAWING 59 OF 65
inaccurate information su lied 11,
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.
U
Call before you ff
dig
PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE:
SERVICE VERTICAL: NAVD 1988
AS INDICATED HORIZONTAL HAD 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.
A 'loe-yeralesj
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 BASIN #3
DATE
02-25-20
FIELDBOOK:
PAGE:
59 65
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