W912EK20B0011 - REF_DRAWINGS.pdf
PDF 15 MB Posted
- Attached to
- Iowa River Basin, Coraville Lake Reservoir; Coralville, IA; Administrative Building Roof Replacement
- Solicitation number
- W912EK20B0011
About this file
This document provides details for a federal contract opportunity to replace the administrative building roof at the Iowa River Basin Coralville Lake Reservoir in Coralville, Iowa. The Department of the Army Corps of Engineers Engineering District Rock Island is soliciting bids to demolish the existing roof, including asbestos containing materials, construct a new pitched metal roof with a small gable over the entrance, and complete associated electrical, mechanical, concrete sidewalk, and landscaping work. The opportunity type is listed as a solicitation with no specified response or award dates provided in the document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Summary Sheet.pdf | ||
| W912EK20B0011-Amend0001.pdf | ||
| 20B0011 PreBid Sign-In and Discussion Sheet.pdf | ||
| W912EK20B0011.pdf | ||
| W912EK20B0011 - PLAN_SET.pdf |
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Text version
OFFICE OFFICE OFFICE
OFFICEOFFICE
TOILETS
HANDICAPPED
TOILETS
HANDICAPPED
REAL ESTATE OFFICE
TWO PERSON OFFICE
CORRIDOR
D O
W N
10’-0" 10’-0" 10’-3"16’-0"12’-0"12’-0"
12’-0" 9’-0" 7’-9" 7’-9" 10’-0" 10’-3"
FIRST FLOOR PLAN
FIRST FLOOR PLAN
OFFICE
PARK MANAGER OFFICE
PARK MANAGER
ASSISTANT
4 3 2 1 4 8FT
SCALE:�’’=1’-0’’
13’-6"
2 3
4 5 6 7
91011
70’-8" (BRICK)
6’-0" M.O. 6’-0" M.O. 6’-0" M.O.2’-0" 20’-4" 10’-8" F
A C
E
O F
X I
S T
B R I
C K
EJ
6’-0" M.O. 6’-0" M.O.9’-4" M.O.18’-8" 14’-0" 7’-8"
F O
B
5"
F O
S F
O B
F O
B
58’-8" (BRICK)
FOB
FOB
FOB
FOB
1’-4"
1’-4" 9’-4"
FACE OF EXIST. BRICK
" STAIR
103 104 105 106 107
108109110
111112
5"
F O
S
A A A
ABA
A
A3A8
A
A3A8
A
A3A9
A-3
BETWEEN THESE TWO POINTS
WALLBOARD FINISH
PROVIDE NEW GYPSUM
SQUAD ROOM
CONTRACTING OFFICER.
SELECTION BY THE
FLOOR FINISHES. COLOR
BETWEEN NEW AND EXISTING
DIVIDER-JOINER STRIP
PROVIDE VINYL OR RUBBER
TYPICAL AT DOOR OPENINGS:
WALLBOARD FINISH
WITH NEW GYPSUM
WALL AND COVER
FURR EXISTING
EJ
WALL
STUD
2x8
A3A9
CJ CJ
CJCJ
FOUNDATION PROJECTION
NOTCH 2x4 AT EXISTING 1"
EXIST. FOUNDATION
RIP BOTTOM PLATE AT
WITH 2x4 @ 16" O.C.
INFILL WINDOW OPENING
1" PROJECTION @ FOUNDATION
CONSTRUCTION
EXTERIOR WOOD
REPAINT EXISTING
ACOUSTICAL INSULATION
WALLBOARD FINISH
WITH NEW GYPSUM
O.C. AND COVER
WALL W/ 2x4@16"
FURR EXISTING
DOWNSPOUT
NEW INTERIOR
BOX IN TIGHT AROUND
SHEETS S-4 THRU S-8
WOOD DECK.SEE
BOARD TO INSIDE CORNER
NEW GYPSUM WALL
1 1FT
SCALE: 1 1/2’’= 1’-0’’
1 DETAIL
SCREW AND GLUE RAIL TO NEWELS.
SIMILAR TO PROFILE SHOWN. LAG
1�" OAK RAIL. PROVIDE PROFILE
TYPICAL RAIL:
AND TOE NAIL TO RAIL AND SHOE.
4" SPHERE CANNOT PASS BETWEEN. GLUE
1�"x1�" OAK. EQUALLY SPACED SO
TYPICAL BALLISTER:
TYPICAL FILLET
NOMINAL 1x3 OAK SHOE
TYPICAL SHOE:
NOMINAL 1" THICK OAK
FINISHED STRINGER:
A208.1, GRADE 1-M-3.
STEPPING. COMPLYING WITH ANSI
MEDIUM DENSITY FIBERBOARD
TYPICAL TREAD AND RISER:
STAIR RUN
(3) 2x12 CARRIAGE PER
STAIR FRAMING:
AND AT CARRIAGE ENDS
TREADS AND RISERS
PROVIDE BEHIND ALL
FLOOR SHEATHING:
OAK FILLET �" THICK (MIN)
TYPICAL FILLET:
1�"
OAK 1x8
SKIRT:
TYPICAL
LANDING AND FIRST FLOOR
RUN BETWEEN INTERMEDIATE
ON UNDERSIDE OF STAIR
�" GYP. WALLBOARD
3’-6"
WIDTH OF STAIR
OTHERWISE NOTED.
CONSTRUCTION UNLESS
NOTE: GLUE AND NAIL ALL
A3A9
OAK CAP
A3A9
O P
N G
F I
N
MAINTAIN 3’-0" RAIL HEIGHT.
RAIL 12" BEYOND RISER.
PROVIDE OVER EASE & EXTEND
B
A3A9
BASEMENT
LANDING AND
INTERMEDIATE
RUN BETWEEN
UNDER STAIR
PROVIDE WALL
2 1
A
B
C
D
12345
D
C
B
A
5 4 3
Date Approved
Revisions
DescriptionSymbol
Designed by:
Drawn by:
Checked by:
Reviewed by:
Approved by:
Scale:
Date:
Drawing
Code:
Sheet of
US Army Corps of Engineers
Rock Island District
Solicitation Number:number:
reference
Sheet
ROCK ISLAND, ILLINOIS
CORPS OF ENGINEERS
U.S. ARMY ENGINEER DISTRICT
JOHN R. BROWN
COL.,CORPS OF ENGINEERS
c p w w o r k i n g m v r b e d d j c q d m s c o a d g n
A M
IOWA RIVER, IOWA
RWS
ADMINISTRATION OFFICE
ADDITION TO
CORALVILLE LAKE
CS
CRR-72
AS SHOWN
DACW25-92-B-0038
DJH
CS
15 APRIL 1992
ID
Sheet
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US Army Corps of Engineers
US Army Corps
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CIVIL SITE PLAN
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2’-6"
9’-6"
JOINT (TYP.)
SAWCUT
2’1’0SCALE : 1"=1’-0"
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
C-501
A3
20’
C-501
A3
4’-9"
SIM
C4
ACCU CONCRETE SLAB PLAN
A4
AHU-1 CONCRETE SLAB PLAN
ACCU UNIT, SEE DETAIL C4
RELOCATED EXISTING
NEW CONCRETE PAD FOR
NEW AHU-1 UNIT, SEE DETAIL A4
NEW CONCRETE PAD FOR
M J B
/0
/0
W E
K -1
-R -0
3H:1V SLOPE (TYP.)
ELEVATION 779
AREA SHOWN TO
GRADE THE 20’ X 12’
COMPACTED GRANULAR BASE (CA-6)
SLAB WITH WWF ON 6"
NEW 6" 4000 PSI CONCRETE
BASE (CA-6)
ON 6" OF COMPACTED GRANULAR
NEW 4" 4000 PSI CONCRETE SLAB
11’
76’
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US Army Corps
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GENERAL SHEET NOTES
SHEET KEY NOTES
C O
A -1 x x x .d g n
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
A R
C H
IT
E C
T U
R A
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1 1
MATCH LINE - SEE SHEET A-102
N E
W W
O R
K
A1
ARCHITECTURAL NEW WORK FLOOR PLAN
S .W F
IR
S T F
L O
O R P
L A
N
DISPLAY AREA B
MENS
JAN. / STORAGE
HANDICAP
WOMENS
ROOM
ELECT.
MECHANICAL ROOM
THEATRE ROOM
OFFICE / RECEPTION
R A
M P D
N
4 5
A-501
C1 A-501
A1
A-502
D1
A-502
D3
1(ABOVE DOOR)
A-502
D4
A-502
A3
DISPLAY AREA A
A-502
A1
A-502A-502
B4
M .O
C T P
T
A S S
H O
W N
W E
K -1
-R -0
NEW ELECTRICAL RACEWAY. COORDINATE WITH ELECTRICAL.
NEW 24" x 24" RECESSED GALVANIZED ACCESS PANEL. LOCATION SHALL BE CENTERED IN FRONT OF21
NEW 5/8" IMPACT RESISTANT GYPSUM BOARD (PAINT) OVER 3 5/8" x 20 GA. METAL STUDS SPACED @ 16" O.C.20
PAINT WALL19
NEW W10 x 39 LINTEL ABOVE.18
ADJACENT INSULATION AND NOT IMPEDE PROPER DRAINAGE.
ADJACENT ROOFING. PROVIDE RIGID INSULATION AS REQUIRED TO MATCH EXISTING
SHEATHING, PATCH ROOF TO BE WATER TIGHT WITH EPDM SINGLE PLY MEMBRANE TO MATCH
" PLYWOOD4
3AT LOCATION OF DEMOLISHED MASONRY CHIMNEY CLOSE OPENING WITH 17
AS SHOWN IN DETAIL A3 / A503. SEE ALSO SHEET M-104.
AT LOCATIONS OF REMOVED DUCTWORK FROM DEMOLISHED ROOFTOP UNIT CLOSE OPENINGS16
REPAIR ROOF FLASHING TO BE WATER TIGHT AT EXISTING ROOF MOUNTED EQUIPMENT RAILS.15
NEW JACKETED DUCTWORK, SEE DETAILS A1 & B1 / A503 AND A1 & A3 / M-502.14
EXISTING CONCRETE SLAB. SEE ALSO SHEETS P-101 AND P-102.
FLOOR WITH 3,000 PSI CONCRETE, TOP OF NEW PATCH SHALL BE FLUSH WITH ADJACENT
UPON COMPLETION OF NEW DOMESTIC WATER SUPPLY LINE INSTALLATION, PATCH EXISTING13
PATCH INTERIOR OF WALL TO MATCH ADJACENT CONSTRUCTION.
EXTERIOR OF WALL WITH SALVAGED BRICK FROM NEW HVAC DUCTWORK PENETRATION,
PATCH EXISTING OPENING FROM REMOVED HOODED EXHAUST VENT AND DUCTWORK. PATCH12
CONSTRUCT NEW SOFFIT FOR NEW HVAC DUCTWORK. SEE DETAIL B1 / A-503.11
EXISTING WALL EXPOSED FROM SOFFIT REMOVAL TO REMAIN.10
STAIN NEW WOOD WALL BASE TO MATCH EXISTING.
IN THIS ROOM PAINT EXPOSED NEW AND EXISTING GYPSUM BOARD DRYWALL AND CMU. 9
EXISTING FLOORING TO REMAIN. 8
NEW CONCRETE RAMP WITH CARPET TILE FINISH. 7
AND 5/8" GYPSUM BOARD TO FILL IN THE DOOR OPENING ON THE INTERIOR FACE.
DOOR TO REMAIN AND PERMANENTLY LOCKED. PROVIDE STUDS NOT TO EXCEED 16" O.C. 6
NEW CARPET TILE TO MATCH THE EXISTING CARPET TILE. 5
EXISTING CARPET TILE TO REMAIN OR REINSTALLED WHERE TEMPORARILY REMOVED. 4
EXISTING WALL PANELING TO REMAIN. 3
BASE. MATCH EXISTING WOOD WALL BASE.
PROVIDE NEW 5/8" GYPSUM BOARD OVER 7/8" HAT CHANNEL FURRING AND WOOD WALL 2
PROVIDE SEALANT AT PERIMETER OF GYPSUM BOARD.
FILL IN OPENINGS, OR MISSING WALL ABOVE WITH GYPSUM BOARD AND METAL STUDS. 1
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US Army Corps
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EXISTING CONSTRUCTION
TYPICAL - INDICATES
ACOUSTICAL CEILING
SUSPENDED
NEW CONSTRUCTION
AS REQUIRED TO PERFORM
EXISTING ROOF STRUCTURE
CONTRACTOR SHALL SHORE
NOTE:
BOARD DRYWALL - PAINT
" GYPSUM8
5O.C. AND
WOOD FRAMING @ 16"
NEW SOFFIT WITH 2 x 4
2’1’0SCALE : 1"=1’-0"
SEALANT AND BACKER ROD
DRYWALL AS REQUIRED
GYPSUM BOARD
PATCH AND PAINT
NEW 2 x 6 WOOD PLATE
CONT. PLYWOOD SPACERS
"2 1(3) 2 x 12 WITH
NEW WOOD HEADER
AS REQUIRED FOR NEW WORK
WOOD WALL CONSTRUCTION
REMOVE EXISTING 2 x 6
REQUIRED FOR NEW WORK
EXISTING BRICK AS
REMOVE AND REINSTALL
FOR NEW WORK
REMOVE BRICK AS REQUIRED
SLOPE
OVER RIGID INSULATION
SHEET METAL JACKETING
AIR DUCTS INSIDE PREFINISHED
NEW SUPPLY AND RETURN
FOAM INSULATION
DUCTWORK WITH
FILL VOIDS ALL AROUND
NEW EXTERIOR WALL DUCT PENETRATION - ELEVATION
B1
NEW EXTERIOR WALL DUCT PENETRATION - SECTION
2’1’0SCALE : 1"=1’-0"
SAWTOOTHING
OUT CORNERS AND ELIMINATE
USED SALVAGED TO SQUARE
FOR NEW CONSTRUCTION.
REMOVE BRICK AS REQUIRED
AND DUCTWORK AS REQUIRED
SEALANT AND SECURE TO BRICK
OF NEW DUCTWORK. SET IN
FLASHING AROUND PERIMETER
NEW PRE-FINISHED SHEET METAL
OF NEW FLASHING
SEALANT AROUND PERIMETER
OF NEW FLASHING
SEALANT AROUND PERIMETER
TO BRICK AT 8" O.C.
SET IN SEALANT AND SECURE
PERIMETER OF NEW DUCTWORK.
METAL FLASHING AROUND
NEW 4" X 4" PRE-FINISHED SHEET
– 2’-4"
AROUND AND INBETWEEN
2" RIGID INSULATION ALL
DUCTS. DUCTS SHALL HAVE
ENCLOSURE AROUND AIR
NEW SHEET METAL JACKET
2’1’0SCALE : 1"=1’-0"A3
ROOF / CEILING DUCTWORK OPENING PATCH DETAIL
CURB TO REMAIN
EXISTING EQUIPMENT
SLOPE AS REQUIRED TO DRAIN
NEW 22 GA. SHEET METAL CAP
BUILDING CONSTRUCTION
INDICATE EXISTING
TYPICAL - SHADED ITEMS
EXISTING
(FIELD VERIFY SIZE)
OPENING
PERIMETER AS REQUIRED
BLOCKING AROUND
PROVIDE CONTINUOUS
DUCTWORK PENETRATION
EXISTING SUPPLY
SIMILAR TO SUPPLY
PATCH (NOT SHOWN)
DUCTWORK PENETRATION
EXISTING RETURN
INSULATION
FIBERGLASS
NEW R-39
A-503
C3
GYPSUM BOARD DRYWALL
" FOIL BACKED2
1NEW
ROD AROUND PERIMETER
NEW SEALANT WITH BACKER
C3
NEW SHEET METAL COVER FLASHING DETAIL
NEW CONTINUOUS CLEAT
M
IN
BEAD OF SEALANT
NEW CONTINUOUS
CAP SLOPE AS REQUIRED TO DRAIN
NEW 22 GA. GALVANIZED SHEET METAL
WITH MINIMUM 4" BEARING EA. END
" ANGLE4
1" x 2
1" x 32
1INSTALL NEW 3
5’-4"
4" TYP.
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GENERAL SHEET NOTES
SHEET KEY NOTES
C O
P -1 x x x .d g n
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
DEMOLITION WORK ON THE UNIT THAT SERVICES THE NORTH AREA.
THE SOUTH AREA ONLY. SEE DEMOLITION SHEET M-102 FOR ADDITIONAL
DEMOLITION WORK ON THIS SHEET SHOWS THE UNIT THAT SERVICES1.
P L
U M
B
IN
G
B U
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D
IN
G W
A T
E R S
U P
P L
Y P
L A
N
LINE TO MAINTENANCE BUILDING
EXISTING WATER SUPPLY
PLUMBING BUILDING WATER SUPPLY PLAN
/2 " N
G
GAS SUPPLY LINE
EXISTING NATURAL
DRAINS NO WORK REQUIRED.
EXISTING 6" DIA STORM DRAIN FROM EXISTING BUILDING ROOF 6
IN MECHANICAL ROOM.
P-102 FOR REMAINING WATER LINES TO NEW WATER SUPPLY LINE
FLOOR SMOOTH AND FLUSH WITH ADJACENT FLOOR. SEE SHEET
FLOOR AND PLUG. ADD SELF-LEVELING LATEX CONCRETE TO BRING
DEMOLISH EXISTING WATER SUPPLY LINE TO BELOW CONCRETE 5
ABANDONED EXISTING 2" DOMESTIC COLD WATER LINE IN PLACE. 4
FOR CONTINUATION OF NEW SUPPLY WATER LINE SEE SHEET P-102. 3
CONNECT NEW WATER LINE.
REMOVE EXISTING WATER LINE AS REQUIRED TO INSTALL AND 2
SEE ALSO WATER LINE TRENCH DETAIL A1 / C-501.
INSTALL NEW 2" BURIED DOMESTIC WATER SUPPLY LINE AS SHOWN. 1
2" DCW
2" DCW
D C
W
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N
A S S
H O
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US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
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SOLICITATION
3/4"
1 1/4"
1/2"
/4
/4
/4
1/2"
1 1/4"
/4
/4
/4
/4
/4
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N
GENERAL SHEET NOTES
SHEET KEY NOTES
C O
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0 2’ 4’ 8’SCALE : 1/4"=1’-0"
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PLUMBING FLOOR PLAN
NOT TO SCALEA4
MECHANICAL ROOM - PIPING SCHEMATIC
2 2 2
9 12
UNIONS, GAUGES, CONTROLS, AND PRESSURE TANKS.
GOVERNMENT APPROVAL TO THE C.O.R. SHOWING ALL PIPING, VALVES,
CONTRACTOR WILL SUBMIT MECHANICAL ROOM PIPING LAYOUT FOR2
PIPING INFORMATION.
REFER TO MECHANICAL ROOM - PIPING SCHEMATIC FOR COMPLETE
NOT ALL PIPING IS SHOWN ON PLUMBING FLOOR PLAN FOR CLARITY.1
SEE MECHANICAL ROOM - PIPING SCHEMATIC A4 SHOWN BELOW.
" DCW PIPING FROM RELOCATED WATER PRESSURE TANKS.4
1NEW 112
" DCW PIPING TO REMAIN.4
1EXISTING 111
" DCW PIPING TO REMAIN.4
3EXISTING 10
" DCW PIPING.4
3NEW 9
A4 SHOWN BELOW.
NEW 1" DCW PIPING. SEE MECHANICAL ROOM - PIPING SCHEMATIC 8
EXISTING REINSTALLED FAU HUMIDIFIER.
" COPPER WATER TUBING TO NEW CONNECTION TO8
3NEW 7
PANEL. PROVIDE ALL REQUIRED ELECTRICAL CONNECTIONS.
RELOCATED DOMESTIC WATER PRESSURE TANK CONTROL 6
" DCW PIPING AS INDICATED ON PLAN.4
3DEMOLISH EXISTING 5
" DCW PIPING AS INDICATED ON PLAN.4
1DEMOLISH EXISTING 1 4
TO (2) HUMIDIFIERS IN THE MECHANICAL ROOM.
ROOM TO MECHANICAL ROOM. DEMOLISH COPPER TUBING
" DCW PIPING FROM EXISTING TANK4
3DEMOLISH EXISTING 3
FURNACE.
PIPING SHALL BE ROUTED TO ALLOW TOTAL ACCESS TO
MECHANICAL ROOM - PIPING SCHEMATIC A4 SHOWN BELOW.
NOT ALL PIPING IS SHOWN ON DRAWING FOR CLARITY. SEE
RELOCATED EXISTING DOMESTIC WATER PRESSURE TANKS. 2
A4 SHOWN BELOW.
AND CONTROLS. SEE MECHANICAL ROOM - PIPING SCHEMATIC
TANKS AND ALL REQUIRED ASSOCIATED PIPING, VALVES,
REMOVE AND RELOCATE (3) DOMESTIC WATER PRESSURE 1
P-101.
EXISTING WATER SUPPLY ENTRANCE TO BUILDING, SEE SHEET23
AS REQUIRED TO INSTALL. SEE DETAIL C4 / A-501.
NEW 2" WATER LINE, CORE DRILL EXISTING FOUNDATION WALL22
PIPE IN CONCRETE SLAB. SEE ALSO KEY NOTE 6 ON SHEET A-101.
REMOVE EXISTING FLOOR DRAIN AND GROUT CAP REMAINING21
PRESSURE SENSOR.
GOVERNMENT FURNISHED CIRCULAR CHART RECORDER AND20
SIZE.
PROVIDE NEW PVC QUICK CONNECT UNION TO MATCH EXISTING19
SWITCH AND SENSOR TO CONTROL PANEL.
PROVIDE ALL REQUIRED ELECTRICAL CONNECTIONS FROM
PUMP SWITCH, BRASS GATE VALVE, AND (2) PRESSURE GAUGES.
RELOCATED PRESSURE SENSOR, PRESSURE TRANSDUCER FOR18
" DCW PIPING.2
1NEW 17
RELOCATED DOMESTIC WATER PRESSURE TANKS.
" DCW PIPING FROM SERVICE ENTRANCE TO4
1NEW 116
SERVICE.
EXISTING ABANDONED IN PLACE 2" PVC DOMESTIC WATER15
SEE MECHANICAL ROOM - PIPING SCHEMATIC A4 SHOWN BELOW.
CHART RECORDER AND PRESSURE TRANSDUCER IN PIPING.
INSTALL GOVERNMENT FURNISHED EQUIPMENT, CIRCULAR14
REMOVAL AND PATCHING FOR INSTALLATION.
TO BUILDING. SEE ARCHITECTURAL SHEETS FOR FLOOR
NEW 2" PVC DOMESTIC COLD WATER SERVICE ENTRANCE13
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P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SOLICITATION
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MECHANICAL DEMOLITION FLOOR PLAN
GENERAL SHEET NOTES
SHEET KEY NOTES
C O
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0 2’ 4’ 8’SCALE : 1/4"=1’-0"
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6 TYP
TYP5
TYP
DEMOLITION WORK ON THE UNIT THAT SERVICES THE SOUTH AREA.
THE NORTH AREA ONLY. SEE DEMOLITION SHEET M-101 FOR ADDITIONAL
DEMOLITION WORK ON THIS SHEET SHOWS THE UNIT THAT SERVICES1.
7 TYP
MATCH LINE - SEE SHEET M-101
ACCU-1
FAU-1
" NG4
MECHANICAL ROOM TO REMOVED ROOFTOP UNIT SHOWN ON SHEET M-104.
" NATURAL GAS PIPE FROM EXISTING TEE IN4
1DEMOLISH EXISTING 112
HUMIDISTAT. PATCH EXISTING HOLE TO MATCH ADJACENT CONSTRUCTION.
REMOVE AND REINSTALL EXISTING PROGRAMMABLE THERMOSTAT AND11
CONSTRUCTION.
PATCH AND PAINT REMAINING WALL OPEN TO MATCH ADJACENT
DEMOILSH EXISTING LOWER WALL MOUNTED RETURN AIR GRILLES.10
DEMOLISH EXISTING 2’ x 2’ CEILING MOUNTED RETURN AIR GRILLE. 9
DEMOLISH EXISTING RETURN AIR DUCTS COMPLETE. 8
DEMOLISH EXISTING 2’ x 2’ CEILING MOUNTED SUPPLY AIR DIFFUSER. 7
DEMOLISH EXISTING FLEXIBLE SUPPLY AIR DUCTS. 6
DEMOLISH EXISTING RIGID BRANCH SUPPLY AIR DUCTS COMPLETE. 5
DEMOLISH EXISTING SUPPLY AIR DUCT COMPLETE. 4
BOX SHALL REMAIN.
DEMOLISH EXISTING OUTSIDE AIR DUCT. EXISTING LOUVER AND PLENUM 3
LINES. PATCH REMAINIG HOLES IN EXTERIOR WALL.
PLAN SHOWN ON SHEET M-106. DEMOLISH EXISTING REFRIGERANT
REMOVE AND RELOCATE EXISTING ACCU UNIT, SEE NEW WORK FLOOR 2
M-105. THE EXISTING NATURAL GAS LINE CONNECTION SHALL REMAIN.
SHALL REMAIN AND BE REUSED FOR NEW HVAC SYSTEM, SEE SHEET
EXISTING FURNACE UNIT, HUMIDIFIER, AND ELECTRONIC DUCT FILTER 1
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P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SOLICITATION
20 x 16
12 x 8
14 x 12
16 x 10 x x
10 x 8 x x
10 x 10
14 x 10 x
10 x 10
8 x 8
X
20 x 12
X
8 x 8
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GENERAL SHEET NOTES
SHEET KEY NOTES
MECHANICAL NEW WORK FLOOR PLAN
M -1 x x x .d g n
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
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RG-1
RG-1
RG-1
160 / 6" DIA
SD-1
160 / 6" DIA
SD-1
250 / 8" DIA
SD-1
250 / 8" DIA
SD-1
250 / 8" DIA
SD-1
250 / 8" DIA
SD-1
200 / 8" DIA
SD-1
250 CFM (FUTURE)
MATCH LINE - SEE SHEET M-105
ACCU-1
ACCU-2
FAU-2
FIBERGLASS INSULATION.
ALL NEW DUCTWORK WILL BE EXTERNALLY INSULATED WITH FOIL FACED2.
FAU-1 UNIT THAT SERVICES THE SOUTH AREA.
FOR ADDITIONAL NEW WORK AND THE EXISTING FORCED AIR FURNACE
FAU-2 UNIT THAT SERVICES THE NORTHWEST AREA ONLY. SEE SHEET M-105
NEW WORK ON THIS SHEET SHOWS THE EXISTING FORCED AIR FURNACE1.
L-1
TO RELOCTED FAU-2 UNIT.
" NATURAL GAS PIPING FROM NEW CONNECTION IN MECHANICAL ROOM4
3NEW 13
" PIPING TURNED UP 6".4
" TUBING FROM CONDENSATE PUMP SHALL CONNECT TO THE TOP OF8
3TO DRAIN.
" TUBING SLOPE8
3" CONDENSATE FROM FURNACE UNIT CONNECTED TO 4
1NEW 112
GPH OF WATER @ 12 FT OF HEAD: 60
DISCHARGE: 3/8" BARB
ELECTRICAL: 115 / 1 / 60 (CHORDED PLUG - 6 FEET)
1 / 25MOTOR HP:
SHAFT MATERIAL: STAINLESS STEEL
20 FEET MAXIMUMPUMP LIFT:
SALIENT CHARACTERISTICS:
RESERVOIR CAPACITY, THERMAL OVERLOAD PRTECTION, AND THE FOLLOWING
INSTALL NEW CONDENSATE PUMP WITH INTEGRAL CHECK VALVE, ONE GALLON11
TO RELOCATED FURNACE UNIT FAU-2.
RELOCATED EXISTING PROGRAMMABLE THERMOSTAT AND HUMIDISTAT. CONNECT10
NEW OUTSIDE AIR LOUVER PLENUM.
INSTALL NEW 10" DIA. OUTSIDE AIR DUCT BETWEEN FAU-2 RETURN DUCT AND 9
PLENUM TO OUTSIDE AIR DUCTWORK FOR FURNACE UNIT.
WITH INSULATED ALUMINUM PANEL (DARK BRONZE COLOR). PROVIDE DUCT
FAU-1 UNIT SHOWN ON SHEET M-105. TOP SASH OF WINDOW WILL BE REPLACED
INSTALL NEW 38" x 20" OUTSIDE AIR LOUVER SIMILAR TO EXISTING LOUVER FOR 8
EXISTING EQUIPMENT.
REFRIGERANT PIPING AS SHOWN. REFRIGERANT LINE SETS ARE SIZED TO
RELOCATED AIR COOLED CONDENSING UNITS FOR FAU-1 AND FAU-2 WITH NEW 7
CAP NEW SUPPLY AIR DUCT FOR FUTURE SYSTEM EXPANSION. 6
TYPICAL INDICATES NEW CEILING LAY-IN DUCTED RETURN AIR GRILLE. 5
TYPICAL INDICATES NEW CEILING LAY-IN SUPPLY AIR DIFFUSER. 4
CEILING AS SHOWN.
INSTALL NEW RETURN AIR DUCTWORK ABOVE NEW SUSPENDED ACCOUSTICAL 3
CEILING AS SHOWN.
INSTALL NEW SUPPLY AIR DUCTWORK ABOVE NEW SUSPENDED ACCOUSTICAL 2
ABOVE CEILINGS TO RELOCATED OUTSIDE AIR COOLED CONDENSING UNIT.
RELOCATED FORCED AIR FURNACE UNIT. ROUTE NEW REFRIGERANT LINES 1
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P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
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SOLICITATION
T
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GENERAL SHEET NOTES SHEET KEY NOTES
M -1 x x x .d g n
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
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SEE SHEET M-108 FOR NEW WORK FIRST FLOOR EXISTING ADDITION.1.
SEE ALSO KEY NOTE 12 ON SHEET A-103 AND SHEET A-104.
INTERIOR SHALL BE PATCHED TO MATCH ADJACENT CONSTRUCTION.
REMOVED. SALVAGED BRICK SHALL BE USED ON THE EXTERIOR AND
PATCH WALL WHERE EXISTING DUCT WITH EXTERIOR HOOD WAS 4
MAY ADJUST WITH APPROVAL OF THE COR.
AND DUCTWORK. DUCTWORK LAYOUT MAY VARY, CONTRACTOR
NEW LOCATION OF EXISTING REMOVED HOODED EXHAUST VENT 3
EVACUATE AND CHARGE AIR CONDITIONING SYSTEM.
NEW REFRIGERANT LINE SET SIZED TO MATCH EXISTING ACCU. 2
PROVIDE NEW 4" THICK CONCRETE EQUIPMENT PAD.
RELOCATED EXISTING ACCU WITH NEW ELECTRICAL CONNECTIONS. 1
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A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SOLICITATION
20 X 16
38 x 16
2S 1S
4S
3S
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GENERAL SHEET NOTES SHEET KEY NOTES
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
O
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E E S
H E
E T M
-1
2’-6" 3’-6"
9’-6"
150 CFM
SD
150 CFM
SD
200 CFM
SD
160 CFM
SD
NEW 8" DIA.
NEW 12" x 12"
160 CFM
SD
150 CFM
SD
150 CFM
SD
EFEF
240 CFM
SD
170 CFM
SD
170 CFM
SD
NEW 12" x 12"
NEW 12" x 12"
VAV-1
VAV-2
VAV-4
VAV-3
NEW 10" x 10"
NEW 12" x 16"
150 CFM
SD
150 CFM
SD
150 CFM
SD
NEW 10" x 10"
1" NG
AIR FLOW SHOWN ON PLAN IS MAXIMUM CFM (COOLING).5
SURFACES.
SHALL BE INSTALLED SO THAT WATER SHALL NOT POND ON THE HORIZONTAL
EXTERIOR INSULATION AND SHEET METAL JACKET. THE SHEET METAL JACKET
THE NEW HVAC DUCTWORK ON THE EXTERIOR OF THE BUILDING SHALL HAVE4.
THE DUCT DIMENSIONS ARE FREE INSIDE DIMENSIONS.3.
ALL ITEMS SHOWN BOLD INDICATE NEW WORK UNLESS OTHERWISE NOTED.2.
SEE SHEET M-107 FOR NEW WORK LOWER LEVEL FLOOR EXISTING ADDITION.1.
– 4" (FIELD DETERMINE)
FROM DEMOLISHED THERMOSTATS.
INSTALL NEW TEMPERATURE SENSOR, PATCH WALL AS REQUIRED13
CONNECT TO NEW AHU-1 UNIT.
EXISTING NATURAL GAS LINE TO BE MODIFIED AS REQUIRED TO12
CONSTRUCTION) TO EXISTING SUPPLY DIFFUSER.
NEW 8" x 6" SUPPLY DUCTWORK WITH DAMPER (MATCH EXISTING11
NEW REMOVABLE DUCTWORK CAP FOR FUTURE EXPANSION.10
INCHES. PROVIDE NEW CONNECTION TO NEW AHU-1 UNIT.
REDUCES NATURAL GAS PRESSURE FROM 1-2 PSIG TO 5-10
NEW AHU-1. EXISTING GAS REGULATOR AT AHU-1 LOCATION
EXISTING NATURAL GAS LINE FROM RANGER BULDING TO 9
CEILING.
INSTALL NEW 48" X 16" OPEN DUCTED RETURN ABOVE SUSPENDED 8
SHEET M-107. PROVIDE NEW 4" CONCRETE EQUIPMENT PAD.
NEW LOCATION OF EXISTING LOWER LEVEL ACCU UNIT. SEE 7
NEW LOCATION OF EXISTING RETURN AIR GRILLE. 6
FLEX DUCT CONNECTION AS REQUIRED.
NEW LOCATION OF EXISTING SUPPLY AIR DIFFUSER. PROVIDE 5
SHOWN. SEE VAV BOX SCHEDULE SHOWN ON SHEET M-601.
INSTALL NEW VAV BOXES AND ASSOCIATED DUCTWORK AS 4
B1 / A-503.
DETAILS A3 / M-502 AND SHEET A-104 AND DETAILS A1 &
PLENUM ABOVE SUSPENDED CEILING TO NEW AHU-1. SEE
INSTALL NEW RETURN AIR DUCTWORK AS INDICATED FROM 3
B1 / A-503.
SEE DETAILS A3 / M-502 AND SHEET A-104 AND DETAILS A1 &
AHU-1 TO EXISTING DUCTWORK ABOVE SUSPENDED CEILING.
INSTALL NEW SUPPLY DUCTWORK AS INDICATED FROM NEW 2
SEE SHEET M-501 FOR DETAILS.
NEW AHU-1 UNIT TO BE INSTALLED ON NEW CONCRETE SLAB. 1
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P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SOLICITATION
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A N
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NEW HVAC SUPPLY DUCT SECTION
0 1’ 2’ 4’SCALE : 1/2"=1’-0" A3
NEW HVAC RETURN DUCT SECTION
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
TO DRAIN AS REQUIRED
SLOPE EXISTING GRADE
FIELD VERIFY LOCATION.
CONNECTED TO NEW AHU-1.
REGULATOR TO BE
PIPING WITH PRESSURE
EXISTING 1" NATURAL GAS
8’-6"
AS REQUIRED
SUPPORT TO BE INSTALLED
TYPICAL - INDICATES DUCT
" EXPANSION JOINT2
EXISTING CONSTRUCTION
TYPICAL - SHADED ITEMS INDICATE
EXISTING CONSTRUCTION
TYPICAL - SHADED ITEMS INDICATE
AND ALUMINUM JACKET
EXTERIOR RIGID FOAM INSULATION
NEW SUPPLY DUCT WITH AND ALUMINUM JACKET
EXTERIOR RIGID FOAM INSULATION
NEW RETURN DUCT WITH
FIELD VERIFY LOCATION.
CONNECTED TO NEW AHU-1.
REGULATOR TO BE
PIPING WITH PRESSURE
EXISTING 1" NATURAL GAS
TO DRAIN AS REQUIRED
SLOPE EXISTING GRADE
AS REQUIRED
SUPPORT TO BE INSTALLED
TYPICAL - INDICATES DUCT
NEW CONCRETE SLAB
SEE A1 - NEW HVAC SUPPLY DUCT SECTION
FOR CONTINUATION
SEE SHEET M-108
FOR CONTINUATION
SEE SHEET M-108
ON SHEET M-601
SEE SCHEDULE SHOWN
ON 6" EQUIPMENT RAILS,
NEW AHU-1 TO BE MOUNTED
ON SHEET M-601
SEE SCHEDULE SHOWN
ON 6" EQUIPMENT RAILS,
NEW AHU-1 TO BE MOUNTED
HANDLER MANUFACTURER
TO BE SIZED AND PROVIDED BY AIR
NEW BAROMETRIC RELIEF DAMPER
A-503
B1 A-503
B1
SIMILAR
EQUIPMENT RAILS
NEW 6" STEEL
FLEXIBLE CONNECTION
VIBRATION ISOLATION
FLEXIBLE CONNECTION
VIBRATION ISOLATION
D J
N
A S S
H O
W N
W E
K -1
-R -0
COMPACTED GRANULAR (CA-6) BASE
8’-6" x 9’-6" WITH WWF ON 6"
NEW 6" 4000 PSI CONCRETE SLAB
S O
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A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
O D
E
SOLICITATION
A N
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E-113
N
GENERAL SHEET NOTES
SHEET KEY NOTES
C O
E -1 x x x .d g n
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
MECHANICAL ROOM
MENS
WOMENS
MATCH LINE - SEE SHEET E-114
S .W F
IR
S T F
L O
O R P
L A
N
E L E
C T
R
IC
A L
HANDICAP JAN. / STORAGE
K R
R
N E
W W
O R
K P
O W
E R
ELECTRICAL POWER NEW WORK FLOOR PLAN
ELECTRICAL ROOM
FAU-1
RECEPTION
OFFICE
DISPLAY AREA
A S S
H O
W N
W E
K -1
-R -0
THE TELEPHONE EQUIPMENT.
AS REQUIRED TO SUCCESSFULLY COMPLETE THE RELOCATION OF
WORK AREAS FOR THE TELEPHONE COMMUNICATIONS PERSONNEL
PERSONNEL FOR SCHEDULING WORK AND ALLOWING ACCESS TO
TELEPHONE COMPANY AND OTHER TELEPHONE COMMUNICATIONS
THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE
THE TELEPHONE EQUIPMENT WORK WILL BE PERFORMED BY OTHERS.2.
SEE GENERAL ELECTRICAL NOTES ON SHEET E-001.1.
DEMARCATION BOARD
TELEPHONE COMPANY SERVICE
WORK BY OTHERS:
JUNCTION BOX
COMPANY SERVICE OUTDOOR
FROM EXISTING TELEPHONE
MAINTENANCE BUILDINGS
SERVICE CABLE TO
EXISTING TELEPHONE
THE WIREWAY COVER SHALL BE ACCESSIBLE.
INTEGRATE THE EXISTING WIREWAY INTO THE NEW WALL (SEE ARCHITECTURAL DRAWINGS).
FROM THE FLOOR. THE CONTRACTOR SHALL CONCEAL THE EXISTING CONDUITS AND SHALL
MAINTAIN AND PROTECT EXISTING 4" X 4" WIREWAY AND THE CONDUITS ENTERING THE WIREWAY11
KEY NOTE 10 AND SHEET GENERAL NOTE 2.
THE CONTRACTOR SHALL PROTECT TELEPHONE COMMUNICATIONS EQUIPMENT. SEE SHEET10
NOTE 2.SHEET GENERAL
REQUIREMENTS AND THE REPURPOSED SPACE INSIDE THE BUILIDNG. SEE SHEET KEY NOTE 10 AND
OUTSIDE OF AND ABOVE THE EXISTING WELL TANK ROOM TO FACILITATE NEW CONSTRUCTION
THE TELEPHONE COMPANY SERVICE CABLES AND CONDUIT RUN WILL BE ROUTED SO IT IS LOCATED
AND WILL INSTALL NEW CONDUIT AND TELEPHONE CABLE AS REQUIRED TO ROUTE TO THIS BOARD.
WILL INSTALL A TELEPHONE COMPANY SERVICE DEMARCATION BOARD IN THE ELECTRICAL ROOM
WORK BY OTHERS: THE LOCAL TELEPHONE COMPANY AND OTHER COMMUNICATION PERSONNEL9
PROVIDE AND INSTALL TWO NEW STANDARD GFCI COVER PLATES ON EXISTING OUTLET BOXES.
20 AMP, GFCI DUPLEX RECEPTACLES. REUSE EXISTING CONDUCTORS, CONDUIT, AND OUTLET BOX.
REPLACE TWO EXISTING STANDARD DUPLEX RECEPTACLES IN THE FURNACE ROOM WITH 120 VOLT,8
MOUNT OUTLET BOX AND A BRUSHED STAINLESS STEEL OR ALUMINUM COVER PLATE.
BE USED FOR HOUSEKEEPING AT APPROXIMATELY 18" AFF. PROVIDE AND INSTALL NEW FLUSH
120 VOLT, 20 AMP INDUSTRIAL OR SPECIFICATION GRADE DUPLEX RECEPTACLE INTENDED TO
PROVIDE AND INSTALL 12 AWG CONDUCTORS IN 3#4" EMT CONDUIT TO NEW FLUSH MOUNTED7
PLATE.
ROOM. PROVIDE AND INSTALL NEW SURFACE MOUNT OUTLET BOX AND A STANDARD GFCI COVER
120 VOLT, 20 AMP, GFCI INDUSTRIAL OR SPECIFICATION GRADE DUPLEX RECEPTACLE IN ELECTRICAL
PROVIDE AND INSTALL 12 AWG CONDUCTORS IN 3#4" EMT CONDUIT TO NEW SURFACE MOUNTED6
CONCEALED ABOVE THE SUSPENDED CEILING AND SHALL NOT INTERFERE WITH HVAC EQUIPMENT.
OF THE EXTERIOR BUILDING WALLS AND ALL INTERIOR WELL PUMP CIRCUITS SHALL BE
NO WELL POWER AND CONTROLS ELECTRICAL EQUIPMENT SHALL BE REMAINING ON THE INSIDE
BOTTOM OF THE BULDING ROOF TRUSSES SIMILAR TO EXISITNG POWER SERVICE CONDUITS.
EXTERIOR WALL OF BUILDING TO ELEVATION TO PENETRATE THE BUILDING ABOVE THE
WIRES TO THE NEW CONTROLLER LOCATION. INSTALL NEW 2� PVC CONDUIT ON OUTSIDE
TRANSFORMER IN ELECTRICAL ROOM, ALSO SPLICE AND EXTEND THE WELL PUMP CONTROL
NEW CONTROLLER LOCATION IN THE FURNACE ROOM AND THEN TO THE EXISTING
WIRES AND EXTEND THE WELL PUMP POWER CIRCUITS FROM NEW JUNCTION BOX TO THE
ELECTRICAL JUNCTION BOX ENCLOSURE ON OUTSIDE OF BUILDING. SPLICE NEW 10 AWG
PROVIDE AND INSTALL NEW 6�H X 6�W X 4�D NEMA 4X STAINLESS STEEL HINGED-DOORA.
AS REQUIRED TO RELOCATE ALL WELL PUMP POWER AND CONTROLS ELECTRICAL EQUIPMENT.
SHALL COORDINATE WITH THE EXISTING WELL PUMP SYSTEM SUPPLIER (SEE MECHANICAL SHEETS)
AND CONTROL RACEWAYS AND CONDUCTORS TO FACILITATE THE RELOCATION. THE CONTRACTOR
LOCATION IN THE MECHANICAL ROOM AS SHOWN. PROVIDE AND INSTALL NEW ELECTRICAL POWER
CONTROLS CIRCUITS, AND THE WELL PUMP POWER FROM THE EXISTING TANK ROOM TO THE NEW
THE CONTRACTOR SHALL RELOCATE AND REINSTALL THE EXISTING WELL PUMP CONTROLLER,5
MAINTAIN AND PROTECT THE CIRCUIT FOR THE EXISTING FURNACE THAT IS NOT BEING REMOVED.4
CIRCUIT TO FACILITATE THE RELOCATION OF THE WELL PUMP POWER AND CONTROL CIRCUITS.
DEDICATED POWER FOR WELL PUMP POWER. REUSE THIS TRANSFORMER IN THE POWER
MAINTAIN AND PROTECT THE EXISTING 208/480 VOLT, 3 PHASE STEP-UP TRANSFORMER3
LIGHTING AND POWER CIRCUIT CHANGES.
REMOVE CIRCUITS TO FACILITATE EQUIPMENT AND AS NECESSITATED FOR
MAINTAIN AND PROTECT THE EXISTING 225 AMP, 208/120 VOLT, 3 PHASE SUBPANELBOARD.2
LIGHTING AND POWER CIRCUIT CHANGES.
REMOVE CIRCUITS TO FACILITATE EQUIPMENT REMOVALS AND AS NECESSITATED FOR
MAINTAIN AND PROTECT THE EXISTING 400 AMP, 208/120 VOLT, 3 PHASE MAIN PANELBOARD.1
| B5CORALV201903-PLAN_SET_REF-2020-07-09-REFERENCE DRAWINGS |
| W912EK-15-R-0013_PLANS.pdf |
| CO62_C-101xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| Ref-1, PW_WORKDIR:d0421274 |
| CO62_SITE_C-SP0001.dgn, Model |
| CO62_A-103xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0421277 |
| CO62 A-FP-1st_2D-Model-Admin Bldg.dgn |
| PW_WORKDIR:d0420688 |
| CO61 A-FP-2D-Model.dgn |
| CO62_A-503xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| C3 Detail, PW_WORKDIR:d0421277 |
| CO62 A-WS-2D-Model.dgn, XD_First Flr |
| CO62_P-101xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0421281 |
| CO62 P-FP-1st_2D-Model-Admin Bldg.dgn |
| CO62_P-102xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| Elevation, PW_WORKDIR:d0421281 |
| CO62 P-FP-1st_2D-Model-Admin Bldg.dgn |
| CO62_M-102xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0421283 |
| CO62 M-FP-1st_2D-Model-Admin Bldg.dgn |
| CO62_M-106xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0421283 |
| CO62 M-FP-1st_2D-Model-Admin Bldg.dgn |
| CO62_M-107xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0421283 |
| CO62 M-FP-LL_2D-Model-Admin Bldg.dgn |
| CO62_M-108xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0421283 |
| CO62 M-FP-1st_2D-Model-Admin Bldg.dgn |
| CO62_M-502xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| HVAC Return Duct, PW_WORKDIR:d0421277 |
| CO62 A-WS-2D-Model.dgn, XD_First Flr |
| CO62_E-113xxx |
| References |
| PW_WORKDIR:d0421270 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0421284 |
| CO62 E-FP-1st_2D-Model-Admin Bldg.dgn |
| PW_WORKDIR:d0420688 |
| CO61 A-FP-2D-Model.dgn |
| B5CORALV201903-PLAN_SET_REF-2020-03-23-REFERENCE DRAWINGS 35 |
| B5CORALV201903-PLAN_SET_REF-2020-03-23-REFERENCE DRAWINGS 36 |
| B5CORALV201903-PLAN_SET_REF-2020-03-23-REFERENCE DRAWINGS 37 |
| B5CORALV201903-PLAN_SET_REF-2020-03-23-REFERENCE DRAWINGS 38 |
| B5CORALV201903-PLAN_SET_REF-2020-03-23-REFERENCE DRAWINGS 39 |
File details come from the government source that posted it. Updated .