Amendment 0003 revised plans and drawings.pdf
PDF 6 MB Posted
- Attached to
- CHICAGO SANITARY SHIP CANAL ELECTRIC DISPERSAL BARRIER BOAT SHED, USACE CHICAGO DISTRICT ACQUISITIONS
- Solicitation number
- W912P6-20-B-0012
About this file
This solicitation seeks bids for the construction of a storage building and site improvements for the U.S. Army Corps of Engineers Chicago District. The contractor will design and construct a single-story pre-engineered metal building measuring 40 feet by 100 feet with a pitched roof and eight overhead doors. The interior will consist of an open service bay area. Additional requirements include constructing an entrance and exit gravel road, foundation, electrical and HVAC systems, doors, and other ancillary work. The estimated cost range for construction is $1 million to $5 million. The competition is set aside for women-owned small businesses. Bids are due by the date specified in the solicitation, which is available for download from the provided website in PDF format. The point of contact listed can address any questions.
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PROJECT LOCATION
ROMEOVILLE, IL
FISH BARRIER
S O
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2 3 4 5 6 7 8 9 10
SHEET ID
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
WEST SIDE STORAGE/BOAT SHED FY20
ROMEOVILLE, ILLINOIS
of Engineers
US Army Corps
CHICAGO DISTRICT
SHEET INDEX
ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
REVIEWED BY:
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICIAL
APPROVED BY:
APPROVAL RECOMMENDED BY:
DATE
JOHN GROBOSKI
DATE DATE
LOCATION MAP
(N.T.S.)
VICINITY MAP
(N.T.S.)
CHUCK SHEA
CHICAGO
L A
K E M
IC
H
IG
A N
W912P6-20-C-00XX
JULY 2020
FISH DISPERSAL BARRIER
REFERENCENUMBER
TITLE SHEET SHEET
W912P6-20-B-0012
JOSH MUDD
PROJECT MANAGER
CHUCK SHEA, PE
ATR TEAM LEADER
JOSH MUDD, P.E.
CHIEF, DESIGN SECTION
JOHN GROBOSKI, P.E.
CERTIFIED FINAL DOCUMENTS - RTA
R-101
E-002
E-001
M-601
M-101
P-602
P-601
P-102
P-101
A-102
A-101
S-503
S-502
S-501
S-103
S-102
S-101
S-001
CS-504
CS-503
CS-502
CS-501
CS-306
CS-305
CS-304
CS-303
CS-302
CS-301
CS-105
CS-104
CS-103
CS-102
CS-101
CG-101
CD-101
C-001
V-001
G-005
G-004
G-003
G-002
G-001
REFERENCE SHEET - LAVATORY ACCESSORIES
ELECTRICAL ONE LINE DIAGRAM
ELECTRICAL POWER PLAN
MECHANICAL SCHEDULES
INSTRUMENTATION PLAN
PLUMBING SCHEDULES - PART 2
PLUMBING SCHEDULES
SANITARY PLAN
PIPING PLAN
ARCHITECTURAL - INTERIOR DRAINAGE PLAN WEST SIDE STORAGE/BOAT SHED
ARCHITECTURAL - FLOOR PLAN WEST SIDE STORAGE/BOAT SHED
DETAILS APRON SECTIONS
TYP. SQUARE FOOTING AND TIE BEAM DETAILS
STRUCTURAL DETAILS
WASHOUT SLAB PLAN VIEW AND SECTIONS
CRACK CONTROL JOINT PLAN
FOUNDATION PLAN
STRUCTURAL GENERAL NOTES
NON-CONDUCTIVE FENCE DETAIL
PROPOSED GRAVEL ROAD CROSS SECTIONS TYP
WASHOUT STATION CONT., GRAVEL ROAD, BOLLARD TYP.
WASHOUT STATION PLAN AND CROSS SECTION
CROSS SECTIONS EXIT ROAD STA 15+80 TO STA 15+98.9525
CROSS SECTIONS EXIT ROAD STA 15+00 TO STA 15+70
CROSS SECTIONS ENTRANCE ROAD STA 13+40 TO STA 13+64.1817
CROSS SECTIONS ENTRANCE ROAD STA 12+10 TO STA 13+30
CROSS SECTIONS ENTRANCE ROAD STA 10+70 TO STA 12+00
CROSS SECTIONS ENTRANCE ROAD STA 10+00 TO STA 10+60
PLAN AND PROFILE EXIT: STATION 15+00 TO STATION 16+00
PLAN AND PROFILE ENTRANCE: STATION 10+00 TO STATION 13+70
NONCONDUCTIVE FENCE REPLACEMENT CITGO
NONCONDUCTIVE FENCE REPLACEMENT NRG
CIVIL SITEPLAN STORAGE/BOAT SHED LAYOUT
GRADING PLAN EXISTING AND PROPOSED CONDITIONS
CIVIL SITE FENCE DEMOLITION PLAN
CIVIL SITE - LOCATION KEY MAP
SURVEY CONTROL AND BENCHMARKS
WORK LIMITS AREA 2
WORK LIMITS AREA 1
LEGEND AND SYMBOLS
ABBREVIATIONS
FISH BARRIER STORAGE/BOAT SHED LOCATION & VICINITY MAP
®of Engineers
US Army Corps
U .S
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EXISTING FENCE TO REMAIN
CHAINLINK FENCE
REMOVE AND DISPOSE OF
EXISTING FENCE TO REMAIN
CHAINLINK FENCE
REMOVE AND DISPOSE OF
SECURITY GATE
EXISTING
NOTES:
1. REMOVE AND DISPOSE OF EXISTING FENCE. REMOVE FENCE TO THE
EXTENT OF REPLACEMENT FENCE LIMITS.
2. SIGNS LOCATED ON EXISTING NRG FENCE TO BE REMOVED MUST BE
REMOVED AND REPLACE ON NEW FENCE AND PLACED 25' O.C. OR AS
DIRECTED BY THE COR.
3. FENCE POSTS TO BE PULLED UP AND DISPOSED. FILL HOLES WITH
SUITABLE MATERIAL.
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1'-0"
CONCRETE FOOTING
3'-0"
12" MIN. DIA.
ADJACENT LINE POSTS.
POSTS IN BOTH DIRECTIONS TO
NOTE: BRACE AND TRUSS ALL CORNER
CENTER TO CENTER
MAXIMUM SPACING
10'-0"
WITH TURNBUCKLE
3/8" DIA. TRUSS ROD
TYPICAL BRACE AND TRUSS WIRE PANEL
MAXIMUM SPACING
10'-0"
BRACE
TIES, SPACED 18"
9 GAUGE WIRE
BOTTOM EDGES
TOP AND
SHARP POINTS,
2" MESH,
LINK FABRIC,
CHAIN
GALVANIZED
9 GAUGE
12" MIN. DIA.
3'-0"
'MAXIMUM SPACING
15" OR PULL POST AT 500
DEFLECTION ANGLE EXCEEDS
WHEREVER HORIZONTAL
CORNER POST, LOCATED
STRETCHER BAR
TOP AND BOTTOM OF FENCE
SPRING STEEL TENSION WIRE
7 GAUGE GALVANIZED COIL
END POST
CORNER OR
GALVANIZED BARBED WIRE
M
X
POST
LINE
S I
D
F
N A
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12" MIN. DIA.
3'-0"
I
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" MIN.4
3 "" X 16
STRETCHER BARS
WITH TURNBUCKLE
" DIA. TRUSS-ROD8
ON SLOPE POSTS
SPACED 12" ON CENTERS
STRETCHER-BAR BANDS
USE TYPE
(INCHES)
SIZE
NOMINAL
(INCHES)
O.D.
ACTUAL
72 INCHES OR HIGHER
FOR CHAIN LINK FABRIC
FEET OR LESS IN WIDTH)
(FOR SINGLE GATES 6
PULL, AND GATE POSTS
END, CORNER, SLOPE,
PIPE 5.75
9.11PIPE
OVER 26 FEET IN WIDTH
OVER 12 FEET BUT NOT
DOUBLE SWING GATES
GATE POSTS FOR
OR HIGHER
LINK FABRIC 72 INCHES
LINE POSTS FOR CHAIN
BRACES
FRAME FOR GATES
PIPE
PIPE
PIPE
3.65
2.27
2.72
"2
"2
2"
"4
"2
2.875"
4.000"
3.375"
1.660"
1.900"
1'-0"
1'-0"
1'-0"
8'-0"
6"
12" MIN. DIA.
EXTENSION ARMS
REQUIRED
BRACE, WHERE
WIRE TIES SPACED 15"
THIS PAGE) 9 GAUGE
LINE POST (SEE TABLE
(POUNDS)
FOOT
WEIGHT/
BRACE
N.T.S.
PVC SLEEVE
VINYL COATED FENCE POSTS & CHAIN
POWDER COATED TYP.
LINE-POST SECTION
N.T.S.
A-A
END, CORNER AND PULL-POST BRACING 1
SYSTEM.
DAMAGED DUE TO THE WELDING OF THE WIRED GROUNDING
6. CONTRACTOR TO REPAIR ALL PORITONS OF THE FENCE
5. SECURE CAP TO POST WITH 1/4 " INCH ROUND-HEAD RIVET.
APPROVED QUALITY AND DESIGN.
STEEL, INDUSTRIAL SERVICE TYPE, 270 DEGREE SWING, OF
4. ALL GATE HINGES SHALL BE HEAVY-DUTY MALLEABLE IRON OR
AWAY FROM PROJECT AREA.
PLANE APPROXIMATELY 45 33/64" FROM THE VERTICAL, FACING
RIBBON WIRES EACH AT APPROXIMATELY 5 INCH CENTERS IN A
EXTENSION ARMS SHALL CARRY THREE CONCERTINA WIRE/RAZOR
THE TOP OF THE POST WITH A ROUND-HEAD RIVET. THE
MALLEABLE IRON, OR WROUGHT IRON AND SHALL BE ATTACHED TO
3. EXTENSION ARMS FOR BARBED WIRE SHALL BE STEEL,
EQUIVALENT, HAVING MINIMUM 6" TAKE-UP.
2. ADJUSTABLE TIGHTENERS SHALL BE TURN-BUCKLE OR
POWDER COATED AFTER FABRICATION.
1. ALL FERROUS PARTS AND MATERIALS SHALL BE VINYL OR
NOTES:
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1.5'3'1.5'
6'
2.5'
10'10'
5'
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12' 4' 12'
1.5' 6' 17.5' 6' 3' 64' 2'
100'
79.5'
9.75'16'16'16'21.75'
.5
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4'12'20.25' 15.75' 12'
2.5'
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(TYP)
FLOOR DRAIN
(TYP)
OVERHEAD SECTIONAL DOOR
CENTERLINE
WALL
APRON @ 10% SLOPE
CONCRETE
DRY STORAGE
LAB SPACE
@ 10% SLOPE
CONCRETE APRON
@ 2% SLOPE (TYP)
CONCRETE DOOR MAT
MECHANICAL
ROOM
RESTROOM
BOAT DOCKING AREA
REFER TO NOTE 1
PERIMETER WALL
EXTERIOR
REFER TO NOTE 2
PERIMETER WALL
INTERIOR
SEE NOTE 16
PARTITIONS
INTERIOR WALL
COLUMN LOCATION
POTENTIAL
NOTES:
1. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED OF A METAL PANEL WALL
SYSTEM WITH INTERIOR INSULATION AND WITH ANCILLARY SUPPORTS PER
MANUFACTURERS RECOMMENDATIONS. PERIMETER WALL HEIGHT SHOULD BE
18 FEET TALL. THERE SHALL BE AT LEAST 16 FEET OF CLEARANCE FROM THE
FLOOR IN BOAT DOCKING AREA. REFER TO SECTION 13 34 19 IN THE
SPECIFICATIONS FOR MORE INFORMATION REGARDING THE METAL BUILDING
SYSTEM.
2. ALL INTERIOR WALLS SHALL BE CONSTRUCTED OF 3 5/8" METAL STUDS WITH
DRYWALL PANEL. GYPSUM WALL BOARD SHALL EXTEND A MINIMUM 6" ABOVE
CEILING. TOP OF WALL SHALL BE BRACED TO ABOVE STRUCTURE AS REQUIRED.
3. OVERHEAD SECTIONAL DOORS SHALL BE 12 FEET WIDE. THE DOORS SHALL BE
ROLLUP WITH TRACKS THAT MAINTAIN A 16 FOOT CLEARANCE FROM TOP OF
SLAB. OVERHEAD SECTIONAL DOORS SHALL HAVE REMOTE CONTROL
FUNCTIONALITY. SEE SECTION 08 36 13 SECTIONAL OVERHEAD DOORS FOR
MORE DETAIL.
4. FLOOR DRAINS TO BE 4 INCH DIAMETER, SEE SECTION 33 30 00 SANITARY
SEWER FOR MORE DETAIL.
5. DIMENSIONS ARE MEASURED FROM CENTER TO CENTER UNLESS OTHERWISE
SPECIFIED/SHOWN.
6. THE CONCRETE APRON WILL SLOPE DOWN AND AWAY FROM BUILDING AT A
10% SLOPE TO ELEVATION 600.5 FEET.
7. THE CONCRETE DOOR MATS WILL SLOPE DOWN AND AWAY FROM BUILDING AT
A 2% SLOPE.
8. AN EPOXY FINISH SHALL BE APPLIED TO THE CONCRETE SLAB SURFACE IN ALL
ROOMS IN THE PROJECT UNLESS OTHERWISE NOTED. PROVIDE 4" INTEGRAL
COVE BASE AT ALL WALL TRANSITIONS. REFER TO THE CONCRETE SPEC 03 30
00 FOR MORE INFORMATION.
9. COLUMN LOCATIONS, QUANTITY, AND ORIENTATION SHOWN ARE FOR EXAMPLE
ONLY, CONTRACTOR TO DETERMINE FINAL DESIGN PER THEIR PRE -FABRICATED
BUILDING.
10. PROVIDE 1' PER 12' PITCHED METAL ROOF WITH ANCILLARY SUPPORTS PER
MANUFACTURERS RECOMMENDATIONS. RIDGE SHALL RUN THE CENTERLINE
EAST/WEST (PLAN WISE). PROVIDE METAL GUTTER SYSTEM AT EACH END, WITH
DOWNSPOUTS SIZED AS REQUIRED. REFER TO SECTION 13 34 19 IN THE
SPECIFICATIONS FOR MORE INFORMATION REGARDING THE METAL BUILDING
SYSTEM.
11. ALL SINGLE SWINGS DOORS SHALL BE AS FOLLOWS, UNLESS OTHERWISE
NOTED: 3'W X 7'H, HM FRAME AND DOOR PANEL (PROVIDED INSULATED METAL
DOORS, GASKETING, AND THRESHOLDS AT ALL EXTERIOR LOCATIONS ONLY),
WITH STORAGE ROOM KEYED HARDWARE. DOUBLE DOORS SHALL BE IDENTICAL,
HOWEVER PROVIDE (2) 3'W X 7'H PANELS AS WELL AS A REMOVABLE CENTER
ASTRAGAL.
12. CEILING SHALL BE 10 FEET HIGH IN LAB SPACE, DRY STORAGE, MECHANICAL,
AND BATHROOM AND CONSIST OF 1/2" GYPSUM DRYWALL ON METAL SUPPORT
STUDS, PAINT GYPSUM WHITE. CEILING IN MAIN BOAT DOCK AREA SHALL BE
EXPOSED TO STRUCTURE ABOVE.
13. ALL FINISHES SHALL BE CONFIRMED WITH THE COR BEFORE FINAL SELECTION.
14. PLUMBING AND EQUIPMENT SHOWN FOR DIAGRAMMATIC PURPOSES ONLY.
CONFIRM FINAL LOCATIONS WITH COR.
15. FINAL LAYOUT SHALL COMPLY WITH ALL CODES RECOGNIZED BY THE LOCAL
JURISDICTION.
16. DEMISED WALL PARTITIONS SHALL CONSIST OF METAL STUDS WITH DRYWALL
PANEL ON BOTH SIDES. NO INSULATION.
17. ALL GYPSUM SURFACES TO BE PAINTED OFF WHITE. SUBMIT COLOR SAMPLES
PER 13 34 19, METAL BUILDING SPECS.
LEGEND
PLUMBING
REFER TO SECTION 22 00 00,
FLOOR DRAIN
REFER TO SECTION 08 36 13
SECTIONAL OVERHEAD DOOR
METAL BUILDING SYSTEMS
REFER TO SECTION 13 34 19,
DOOR
METAL BUILDING SYSTEMS
REFER TO SECTION 13 34 19,
INSULATION
REFER TO DETAIL D1 ON SHEET R-001
TOILET
REFER TO DETAIL D7 ON SHEET R-001
SLOP TUB/UTILITY SINK
FOR FAUCET INFO
REFER TO DETAIL D4 ON SHEET R-001
BATHROOM SINK
| 114466-616J6J_G-001 |
| 114466-616J6J_CD-101 |
| 114466-616J6J_CS-504 |
| 114466-616J6J_A-101 |
File details come from the government source that posted it. Updated .