Conferencing Trailer Contract Market Research Planset -December 2025.pdf
PDF 13 MB Posted
- Attached to
- Kentucky Lock Conferencing Trailer
- Solicitation number
- W912P526X1B25
About this file
These documents are architectural and engineering site plans for a Tennessee Valley Authority (TVA) project, specifically detailing a conferencing trailer installation at a site located near Kentucky Lake and Tennessee River. The plans include a contractor work limits plan, a conceptual trailer layout, site layout plans, and site utility plans, all marked "NOT ISSUED FOR CONSTRUCTION".
The trailer is a 60-foot long modular structure with multiple rooms including a large conference room (840 sq ft), two small offices, a large office, restrooms, a kitchenette, and a utility closet. The site plans show proposed improvements such as a gravel access road, ABA-compliant access ramps and stairs, a wood deck (approximately 1,800 sq ft), and utility connections to existing water and sewer lines. The site appears to be an existing TVA maintenance area with features like a flag pole, utility poles, and a covered patio, and the proposed trailer will be integrated into the existing landscape.
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PL
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600'0 300'
1. ALL ITALICIZED TEXT CALLOUTS REFER TO EXISTING FEATURES.
2. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, REFER TO
SHEET ID 00-G-015.
3. FOR CIVIL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, REFER TO
SHEET ID 04-G-102.
4. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM THOSE
PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING OFFICER OR
DESIGNATED REPRESENTATIVE'S APPROVAL BEFORE IMPLEMENTATION.
A1 SCALE: 1"=300'
CONTRACTOR WORK LIMITS PLAN
GENERAL NOTES
LEGEND
PLAN
NORTH
1. CONSTRUCTION ACTIVITIES CANNOT BLOCK ACCESS TO RE OFFICE, QA TRAILER OR
CONCRETE TESTING LAB.
2. ENTRANCE GATE TO SITE IS LOCKED FROM 4PM UNTIL 6AM.
3. ANY CLOSURES TO ROAD LOOP MUST BE PARTIAL ONLY AND COORDINATED PRIOR
TO CLOSING WITH THE COR.
4. COORDINATE MATERIAL STORAGE WITHIN WORK LIMITS WITH COR PRIOR TO
ARRIVAL.
GENERAL CIVIL NOTES
CONTRACTOR WORK LIMITS
SHEET KEYNOTES
1. EAST BANK
2. MAIN LOCK
3. AUXILIARY LOCK
4. RESIDENT ENGINEERS OFFICE
5. POWERHOUSE ISLAND
6. WEST BANK
NOT ISSUED FOR CONSTRUCTION
SMALL
OFFICE 2
~8'x11'
~88 SF
UTILITY
CLOSET
~6'x11'
~66 SF
KITCHENETTE
~7'x12'
~84 SF
LARGE OFFICE
~17'x11'
~153 SF
CONFERENCE ROOM
~30'x28'
~840 SF
60'
MONITOR
MONITOR
MONITOR
SMALL
OFFICE 1
~8'x11'
~88 SF
WHITE
BOARD
WHITE
BOARD
HVAC
HVAC
MONITOR
MONITOR
RESTROOM
~7'x7'
~49 SF
RESTROOM
~7'x7'
MONITOR
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1. THE CONCEPTUAL LAYOUT PROVIDED IS INTENDED TO ILLUSTRATE THE
REQUIREMENTS FOR THE CONFERENCING TRAILER. TRAILER MANUFACTURER
SHALL FULLY DEVELOP THE CONSTRUCTION DRAWINGS FOR A COMPREHENSIVE
USABLE TRAILER COMPLEX CONDUCIVE TO THE RESIDENT ENGINEERS FUNCTIONAL
REQUIREMENTS.
2. CONCEPTUAL LAYOUT ASSUMES THE USE OF TWO (2) SECTIONAL MODULAR
CONSTRUCTION TRAILERS 14' W X 60' L.
3. FINISH FLOOR ELEVATION SHALL BE CONSISTENT WITH THE EXISTING RESIDENT
ENGINEERS OFFICE ELEVATION. CONTRACTOR SHALL PROVIDE ALL PROVISIONS
FOR ABA AND OSHA COMPLIANT ACCESS TO THE FACILITY.
4. REFERENCE THE SPECIFICATIONS FOR DETAILED TRAILER REQUIREMENTS.
A1 SCALE: NTS
CONCEPTUAL TRAILER LAYOUT
GENERAL NOTES
E
E
E
E
E
E
E
E
E
E
E
E
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E
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EEEE
E E E ES
S
S S
S S
S
S
S
S
S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
T
E E
E E
E E E E E
PROPOSED
GRAVEL ACCESS
EXISTING
GARAGE
EXISTING GATED
ENTRANCE
EXISTING
REFUELING
SHELTER
EXISTING
FLAG POLE
EXISTING
UTILITY POLE (TYP)
EXISTING TVA
MAINTENANCE
AREA
30' 60'0
A1 SCALE: 1"=30'
SITE LAYOUT PLAN
GENERAL NOTES
LEGEND
PLAN
NORTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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PL
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1. ALL GRAYED BACK AND ITALICIZED TEXT CALLOUTS REFER TO EXISTING FEATURES.
2. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, REFER TO
SHEET ID 00-G-015.
3. FOR CIVIL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, REFER TO
SHEET ID 04-G-102.
4. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM THOSE
PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING OFFICER OR
DESIGNATED REPRESENTATIVE'S APPROVAL BEFORE IMPLEMENTATION.
1. CONSTRUCTION ACTIVITIES CANNOT BLOCK ACCESS TO RE OFFICE, QA OFFICE OR
CONCRETE TESTING LAB.
2. ENTRANCE GATE TO SITE IS LOCKED FROM 4PM UNTIL 6AM.
3. ANY CLOSURES TO ROAD LOOP MUST BE PARTIAL ONLY AND COORDINATED PRIOR
TO CLOSING WITH THE COR.
4. COORDINATE MATERIAL STORAGE WITHIN WORK LIMITS WITH COR PRIOR TO
ARRIVAL.
GENERAL CIVIL NOTES
S EXISTING SECURITY FENCING
EXISTING EDGE OF GRAVEL / PAVEMENT
CONTRACTOR WORK LIMITS
PROPOSED EDGE OF GRAVEL
EXISTING TREELINE
PROPOSED DECKING
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E E
E E
E E
E
E E
E E
E E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
PROPOSED
GRAVEL ACCESS
EXISTING
FLAG POLE
PROPOSED DECKING AND
HANDRAIL TO TIE-IN TO
EXISTING DECKING AT
EXISTING GRADE
PROPOSED
ABA COMPLIANT
ACCESS RAMP
PROPOSED
ABA COMPLIANT
ACCESS STAIRS
PROPOSED
ABA COMPLIANT
ACCESS STAIRS
PROPOSED
WOOD DECK WITH
ABA COMPLIANT
HANDRAIL
(± 1,800 S.F.)
PROPOSED RAMP AND
HANDRAIL TO TIE-IN TO
EXISTING GRADE
EXISTING
UTILITY POLE
W/ GUY WIRE
EXISTING
UTILITY POLE
W/ GUY WIRES
EXISTING
SANITARY SEWER
CLEANOUT
EXISTING
COVERED
PATIO
10' 20'0
A1 SCALE: 1"=10'
SITE LAYOUT PLAN - DETAIL VIEW - CONFERENCING TRAILER
GENERAL NOTES
LEGEND
PLAN
NORTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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1. ALL GRAYED BACK AND ITALICIZED TEXT CALLOUTS REFER TO EXISTING FEATURES.
2. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, REFER TO
SHEET ID 00-G-015.
3. FOR CIVIL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, REFER TO
SHEET ID 04-G-102.
4. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM THOSE
PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING OFFICER OR
DESIGNATED REPRESENTATIVE'S APPROVAL BEFORE IMPLEMENTATION.
1. CONSTRUCTION ACTIVITIES CANNOT BLOCK ACCESS TO RE OFFICE, QA OFFICE OR
CONCRETE TESTING LAB.
2. ENTRANCE GATE TO SITE IS LOCKED FROM 4PM UNTIL 6AM.
3. ANY CLOSURES TO ROAD LOOP MUST BE PARTIAL ONLY AND COORDINATED PRIOR
TO CLOSING WITH THE COR.
4. COORDINATE MATERIAL STORAGE WITHIN WORK LIMITS WITH COR PRIOR TO
ARRIVAL.
GENERAL CIVIL NOTES
S EXISTING SECURITY FENCING
EXISTING EDGE OF GRAVEL / PAVEMENT
CONTRACTOR WORK LIMITS
PROPOSED EDGE OF GRAVEL
EXISTING TREELINE
PROPOSED DECKING
P
CP
CP
C
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E
E E
E E
E E
E
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E E
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
J
W
W
W
W
W
W
W
W
W
W
PROPOSED
GRAVEL ACCESS
EXISTING
FLAG POLE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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E
E
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W
W
W W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
COMM
COMM
COMM
SAN
SAN
SAN
SAN
SAN
SAN
SAN
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
M
C/F
C/F
C/F
C/F
C/F
C/F
C/F
C/F
C/F
C/F
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
CONNECT TO
EXISTING
SANITARY
SEWER LINE
CONNECT TO
EXISTING POTABLE
WATER LINE
EXISTING
UTILITY POLE
W/ GUY WIRE
EXISTING
UTILITY POLE
W/ GUY WIRES
EXISTING
SANITARY SEWER
CLEANOUT
PROPOSED SANITARY
SEWER CLEANOUT
PROPOSED SANITARY
SEWER CLEANOUT
REFER TO ARCHITECTURAL
PLANS FOR UTILITY
CONNECTION(S) TO
PROPOSED CONFERENCING
TRAILER
EXISTING
COVERED
PATIO
PROPOSED
UTILITY POLECONNECT TO EXISTING
COMMUNICATIONS LINE
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W W
W W
W W
PROPOSED
2" POTABLE
WATER LINE
(43 LF)
EXISTING UNDERGROUND
COMMUNICATIONS AND
FIBER OPTIC LINE(S)
EXISTING UNDERGROUND
ELECTRIC CONDUIT LINE(S)
EXISTING
WATER METER
10' 20'0
A1 SCALE: 1"=10'
SITE UTILITY PLAN - DETAIL VIEW - CONFERENCING TRAILER
PLAN
NORTH
S
E E E
SAN
W W W
LEGEND
EXISTING SECURITY FENCING
EXISTING EDGE OF GRAVEL / PAVEMENT
EXISTING OVERHEAD ELECTRIC LINE(S)
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
C
EXISTING COMMUNICATIONS JUNCTION BOX
EXISTING COMMUNICATIONS MANHOLE
J
EXISTING LIGHT POLE
EXISTING WATER METER
EXISTING WATER VALVE
CONTRACTOR WORK LIMITS
GENERAL NOTES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
Y:
C H
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D B
Y:
D R
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D
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SHEET ID
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U .S
. A R
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US Army Corps of Engineers
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04.5-CU101
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1. ALL GRAYED BACK AND ITALICIZED TEXT CALLOUTS REFER TO EXISTING FEATURES.
2. FOR GENERAL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, REFER TO
SHEET ID 00-G-015.
3. FOR CIVIL PROJECT ABBREVIATIONS NOT DEFINED ON THIS SHEET, REFER TO
SHEET ID 04-G-102.
4. ADJUSTMENTS TO PLAN BASED ON FIELD CONDITIONS WHICH DIFFER FROM THOSE
PRESENTED ON THIS DRAWING WILL REQUIRE CONTRACTING OFFICER OR
DESIGNATED REPRESENTATIVE'S APPROVAL BEFORE IMPLEMENTATION.
1. CONSTRUCTION ACTIVITIES CANNOT BLOCK ACCESS TO RE OFFICE, QA OFFICE OR
CONCRETE TESTING LAB.
2. ENTRANCE GATE TO SITE IS LOCKED FROM 4PM UNTIL 6AM.
3. ANY CLOSURES TO ROAD LOOP MUST BE PARTIAL ONLY AND COORDINATED PRIOR
TO CLOSING WITH THE COR.
4. COORDINATE MATERIAL STORAGE WITHIN WORK LIMITS WITH COR PRIOR TO
ARRIVAL.
GENERAL CIVIL NOTES
EXISTING UTILITY POLE
E E E EXISTING UNDERGROUND ELECTRIC LINE(S)
COMM EXISTING UNDERGROUND COMMUNICATION LINE(S)
E/C EXISTING UNDERGROUND ELECTRIC AND
COMMUNICATION LINE(S)
C/F EXISTING UNDERGROUND COMMUNICATION AND
FIBER OPTIC LINE(S)
S EXISTING SANITARY SEWER MANHOLE
CO EXISTING SANITARY SEWER CLEANOUT
E E E PROPOSED OVERHEAD ELECTRIC LINE(S)
PROPOSED UTILITY POLE
COMM PROPOSED COMMUNICATION LINE(S)
SAN PROPOSED SANITARY SEWER LINE
CO PROPOSED SANITARY SEWER CLEANOUT
W W PROPOSED WATER LINE
PROPOSED WATER VALVE
PROPOSED EDGE OF GRAVEL
EXISTING TREELINE
CP CP EXISTING STORMWATER CULVERT PIPENOT ISSUED FOR CONSTRUCTION
File details come from the government source that posted it. Updated .