Conferencing Trailer Contract Market Research Planset.pdf

PDF 13 MB Posted

Attached to
Pre-Solicitation - KENTUCKY LOCK CONFERENCING TRAILER CONSTRUCTION CONTRACT
Solicitation number
W912P5-26-B-A002
Issued by

About this file

This document set consists of architectural and engineering plans for a construction project involving the installation of a conferencing trailer facility at what appears to be a U.S. Army Corps of Engineers site.

The project includes construction of site infrastructure and utilities to support a 60-foot-long modular conferencing trailer containing approximately 2,217 square feet of interior space. The trailer layout incorporates two small offices (88 SF each), one large office (153 SF), a conference room (840 SF), a kitchenette (84 SF), utility closet (66 SF), and two restrooms (49 SF each), along with HVAC systems and multiple monitor/display stations. Site work includes construction of ABA-compliant access ramps and stairs, approximately 1,800 square feet of wood decking with handrails, proposed gravel access roads, and utility connections. Utility infrastructure consists of a proposed 2-inch potable water line (43 linear feet), sanitary sewer connections with proposed cleanouts, electrical service connections, and communications line connections to existing systems. The site layout plan shows contractor work limits, connection points to existing utilities including water meters and sewer lines, existing utility poles with guy wires, and coordination with existing site features such as a covered patio, refueling shelter, maintenance area, and flag pole. Line and curve tables on the site layout plan specify horizontal alignment data. All plans are marked "NOT ISSUED FOR CONSTRUCTION," indicating they are preliminary design-phase documents prepared by the U.S. Army Corps of Engineers.

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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

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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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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

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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

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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

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GRAVEL ACCESS

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FLAG POLE

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COMM

COMM

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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

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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

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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 .