HomeMy WebLinkAboutWWP2703557.10GENERAL NOTES:
A. ALL SUPPORTS AND FASTENERS SHALL BE CONSTRUCTED OF
STAINLESS STEEL.
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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.
SEE CIVIL DWGS FOR CONTINUATION.
SEE DWG C-04, ENLARGED SITE PLAN, FOR DOOR
SWING DETAILS.
ALUMINUM LADDER PER SUB -SECTION 10.02490.
3/4" BRONZE ANGLE, THREADED HOSE VALVE,
CRANE 17 TF OR EQUAL.
2% SLOPE TO SUMP, TYP ENTIRE VAULT.
4CCESS HATCH DRAIN. ROUTE TO SUMP,
ONTINUALLY SLOPE. TERMINATE 2" BELOW
SUMP GRATING, CUT AND BAND GRATING AS
REQD. SUPPORT PER TYPICAL DETAIL P662/TYP.
THICK X 5" WIDE FRP STEP TO LADDER
CONNECTIONS. LENGTH AS REQD TO
FH OF LADDER. MODIFY LADDER
ON TO VAULT AS REQD TO
iDATE FRP STEP.
u I I 1'-6" MIN 12"
1 a
a I 900 ELL I 1 r
R I Y
I I � EL 22.8± � � o >
zn ( I 4 Z
zi
I ao m
I �yz
a I I I a (TYP) P626 m
PRECAST CONCRETE VAULT a Z x
4 I I SUMP PUMP TYP n
(6'-4"L x 6'-4"W x 5'-1 "D INSIDE I SP-01 r"
DIMENSIONS) PER SUB -SECTION
10.02490
17111I I1
SCALE: 1 1/2" = V-0"
FILE: 82351310-M-100
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
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
COAM
Date 2�8 /20 2
By
VALVE VAULT SECTION
SCALE: 1 1/2" = 1'-0"
FILE: 82351310-M-300
12" CSBC COMPACTED TO 95% MDD
PER ASTM D1577 (TYP)
S=3557 10