Amendment_W912WJ22B0007_0005_Raymark PS 01A-602 Rev-1.pdf
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- Solicitation number
- W912WJ22B0007
About this file
This document contains construction drawings and specifications for a stormwater pumping station project. The drawings depict precast concrete wall panel types, door and louver schedules, a room finish schedule, and hatch schedules. Precast concrete walls will utilize split-faced block and concrete block form liners. The project involves construction of a stormwater pumping station in Stratford, Connecticut for the U.S. Army Corps of Engineers, New England District. AECOM Technical Services is providing consulting services.
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Text version
DESCRIPTION
PARTITION TYPE B1
CONCRETE INSULATED PRECAST PANEL
REMARKS
WALL REINFORCING SHALL BE DESIGNED AND
DETAILED BY THE PRECAST WALL PANEL
MANUFACTURER AND SIGNED AND SEALED BY
THE DESIGN PROFESSIONAL WHO PREPARED
THE DESIGN PER SPECIFICATION SECTION 03
45 33-2.1.1.2 AND THE REINFORCING SHALL BE
DETAILED BY THE PRECAST WALL
MANUFACTURER AS SPECIFIED IN
SPECIFICATION SECTION 03 45 33-2.1.1.2b(3).
FROM INTERIOR TO
EXTERIOR
- 5 1/2" CONCRETE PANEL
- 2 1/2" RIGID INSULATION
- 6" CONCRETE PANEL
FORM LINERS : SPLIT-FACE
BLOCK AND CONCRETE
BLOCK PER SPEC 03 45
33 -2.3.10.2 FORMED
SURFACES
DESCRIPTION
BASE
PLAN
HEAD
VIEW
STRUCTURE
PARTITION TYPE B2
CONCRETE WALL
FROM TOP TO BOTTOM
- FIRE PROOFING AT TOP OF WALL
- 8" PRECAST CONCRETE PANEL
IN
TE
R
IO
R
REMARKS
WALL REINFORCING SHALL BE DESIGNED AND
DETAILED BY THE PRECAST WALL PANEL
MANUFACTURER AND SIGNED AND SEALED BY
THE DESIGN PROFESSIONAL WHO PREPARED
THE DESIGN PER SPECIFICATION SECTION 03
45 33-2.1.1.2 AND THE REINFORCING SHALL BE
DETAILED BY THE PRECAST WALL
MANUFACTURER AS SPECIFIED IN
SPECIFICATION SECTION 03 45 33-2.1.1.2b(3).
1 1
LA
ST
U
PD
AT
E:
PA
TH
/F
IL
EN
AM
E:
PL
O
T D
AT
E
Designed By:
SHEET TITLE
SHEET NUMBER
Drawn By:
Dept. Check:
ISSUE/REVISION
CLIENT
AECOM TECHNICAL SERVICES, INC.
250 APOLLO DRIVE
CHELMFORD, MA 01824
PHONE: (987) 905-2100
www.aecom.com
PROJECT
PROJECT NUMBER
CONSULTANT
New England District
REGISTRATION
DISCIPLINE
Proj. Check:
Date:
Scale:
BI
M
-R ay m ar k
St or m w at er
D es ig n/
R ay m ar k St or m w at er P um p
St at io n
AR
C H
.rv t
2/
/2
2:
:0
PM
2/
/2
2:
:0
PM
1" = 1'-0"
A.QUINN
A.QUINN
WALL TYPES &
SCHEDULES
01 A-602
US Army Corps of Engineers
60610884
RAYMARK STORMWATER
PUMPING STATION
STRATFORD, CONNECTICUT
G.OTTERSON
June 2021
M.MESERVE
KEY VALUE KEYNOTE TEXT
LOUVER SCHEDULE
TYPE COUNT WIDTH HEIGHT MATERIAL FINISH
HEAD
DETAIL
JAMB
DETAIL
SILL
DETAIL NOTES
L1 1 8' - 0" 8' - 8" ALUM ANOD LH LJ LS
L2 1 6' - 4" 2' - 0" ALUM ANOD LH LJ LS
L3 1 2' - 0" 4' - 0" ALUM ANOD LH LJ LS
DOOR SCHEDULE
DOOR
NUMBER COUNT
ROOM INFORMATION SIZE DOOR FRAME DETAIL
FIRE RATING HDW GROUP NOTESFROM ROOM NUMBER TO ROOM NUMBER WIDTH WIDTH R.O. HEIGHT HEIGHT R.O. TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL
101A 1 ELECTRIC ROOM 101 EXTERIOR 6' - 0" 6' - 4 1/2" 8' - 4" 8' - 8 1/2" C HM PT 1 HM PT DH-1 DJ-1 DS-1 NO 90 101B 1 ELECTRIC ROOM 101 PUMP ROOM 102 3' - 0" 3' - 4 1/2" 7' - 0" 7' - 4 1/2" B HM PT 1 HM PT DH-2 DJ-2 DS-2 90 MIN 170 NO GLASS 101C 1 PUMP ROOM 102 EXTERIOR 6' - 0" 6' - 4 1/2" 8' - 4" 8' - 8 1/2" C HM PT 1 HM PT DH-1 DJ-1 DS-1 NO 90 102A 1 PUMP ROOM 102 EXTERIOR 3' - 0" 3' - 4 1/2" 7' - 0" 7' - 4 1/2" A HM PT 1 HM PT DH-1 DJ-1 DS-1 NO 30
ROOM FINISH SCHEDULE
NUMBER NAME
FLOOR
FINISH BASE
WALL FINISH
CEILING FINISH NOTESNORTH SOUTH EAST WEST
101 ELECTRIC ROOM LQH CON P2 P2 P2 P2 P1
102 PUMP ROOM LQH CON P P P P P1
01 A-602 Scale: 1" = 1'-0"
1 WALL TYPES
ROOF HATCH SCHEDULE
HATCH TYPE HATCH MATERIAL LENGTH WIDTH COMMENTS
PERSONAL ROOF HATCH GALVANIZED STEEL 4' - 0" 4' - 0"
ROOF HATCH GALVANIZED STEEL 8' - 2" 5' - 10"
ROOF HATCH GALVANIZED STEEL 8' - 2" 5' - 10"
ROOF HATCH GALVANIZED STEEL 8' - 2" 5' - 10"
ROOF HATCH GALVANIZED STEEL 8' - 2" 5' - 10"
FLOOR HATCH SCHEDULE
TYPE NOTES
ALUMINUM FLOOR HATCH
Grand total: 4
SEE STRUCTURAL FOR SIZES & LOCATIONS
I/R DATE DESCRIPTION
1 FEB 2022 CLARIFY CONCRETE NOTES
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