HomeMy WebLinkAboutR-40835100
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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 CORRUGATION CREST _I
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 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
1v- 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
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-408351
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 byis \I/ ® A ��I% �ITCA�J® �� �� 624723 040 3/3/2020
Contech Engineered Solutions LLC eContech" ). Neither this CV41FNTECH 35 x 24 PERFORATED UNDERGROUND RETENTION SYSTEM - 624723-040
drawing, nor any part thereof, maybe used, reproduced or%��modiied in any manner without the prior written consent of �,,, �` `� 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.
www.ContechES.com RENTON, WA CHECKED: APPROVED:
If discrepancies between the supplied information upon which CONTECH JSD/JMD JSD/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: FUCP BASIN #4
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 64 OF 65
inaccurate information supplied 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.
ff
U0�
0 o Call before you 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.
0
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 #4
DATE
02-25-20
FIELDBOOK:
PAGE:
64 65
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