HomeMy WebLinkAboutS-355710IT
PRECP
(6' -0"L
DIMEN
10.024!
ri21
GENERAL NOTES:
A. ALL SUPPORTS AND FASTENERS SHALL BE CONSTRUCTED OF
STAINLESS STEEL.
B. NOT ALL OF THE REQUIRED PIPE SUPPORTS ARE SHOWN ON
THE DRAWINGS. CONTRACTOR SHALL PROVIDE ALL OF THE PIPE
SUPPORTS SHOWN ON THE DRAWINGS AND ADDITIONAL PIPE
SUPPORTS AS REQUIRED PER SPECIFICATIONS. SUPPORT
SPACING SHALL BE AS SPECIFIED UNLESS SPECIFICALLY
INDICATED OTHERWISE.
C. NOT ALL OF THE REQUIRED FITTINGS ARE SHOWN ON THE
DRAWINGS. CONTRACTOR SHALL PROVIDE ALL OF THE
FITTINGS AS REQUIRED FOR PIPING ARRANGEMENTS SHOWN
ON THE DRAWINGS AND PER EQUIPMENT FURNISHED.
KEY NOTES:
:)WGS FOR CONTINUATION.
04, ENLARGED SITE PLAN, FOR DOOR
TAILS.
', 77
I LADDER PER SUB - SECTION 10.02490.
'' -E ANGLE, THREADED HOSE VALVE,
TF OR EQUAL
TO SUMP, TYP ENTIRE VAULT
ATCH DRAIN. ROUTE TO SUMP,
LLY SLOPE. TERMINATE 2" BELOW
,TING, CUT AND BAND GRATING AS
'PORT PER TYPICAL DETAIL P662/TYP
THICK X 5" WIDE FRP STEP TO LADDER
CONNECTIONS. LENGTH AS READ TO
fH OF LADDER. MODIFY LADDER
ON TO VAULT AS READ TO
GATE FRP STEP.
TO 95% MDD
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED 3= 3 5 51 I 0
IN PART ON INFORMATION PROVIDED BY OTHERS
THIS DRAWING WAS PREPARED ONLY FOR THE
PROJECT AND SITE SPECIFICALLY IDENTIFIED
HEREON AND IS NOT TO BE USED ELSEWHERE
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