W912QR21R0004Plans-0000.pdf

PDF 7 MB Posted Apr 6, 2021

Attached to: Manitowoc FFR ARMY Reserve Center Design Build Renovations Solicitation
Solicitation number: W912QR21R0004
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This notice announces a pre-solicitation for design-build renovations to the Manitowoc, WI ARMY Reserve Center. Key details include:

The U.S. Army Corps of Engineers will issue an RFP for renovations including replacing aging systems, modifying interior spaces, and improving functional efficiency. Limited site work includes access road and parking upgrades.
The design-build contract value is estimated between $5-10 million. The solicitation will be released on or around March 16, 2021. Proposals will be evaluated using best value tradeoff with past performance, management plan, and price as factors.
The contract duration is 720 calendar days from notice to proceed. The North American Industry Classification System code is 236220 with a $36.5 million business size standard. This will be a full and open procurement with no set-aside.
The point of contact is Stephen Ramsey. Interested offerors should monitor the beta.SAM.gov website for solicitation release and maintain SAM registration to be eligible for award.

View the file

Other files

File	Type	Posted
W912QR21R0004-0004.pdf	PDF	Jul 9, 2021
W912QR21R0004_Specs-0003.pdf	PDF	Jun 30, 2021
W912QR21R0004_CAD Files-0002.zip	ZIP file	Jun 14, 2021
W912QR21R0004_Specs-0002.pdf	PDF	Jun 14, 2021
W912QR21R0004_Specs_Vol1B-0001.pdf	PDF	Jun 3, 2021
W912QR21R0004_Specs_Vol2-0001.pdf	PDF	Jun 3, 2021
W912QR21R0004_Specs_Vol1A-0001.pdf	PDF	Jun 3, 2021
W912QR21R0004_Plans-0001.pdf	PDF	Jun 3, 2021
W912QR21R0004Specs-0000.pdf	PDF	Apr 6, 2021

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US Army Corps of Engineers ®

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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REPAIR SSG ANDREW MILLER ARC

W912QR-21-R-0004

TBD

OCTOBER 2020

PROJECT NO. 88301

INDEX OF DRAWINGS

SHEET NO. SHEET NO. TITLE

GENERAL

G-001 COVER SHEET

G-002 LOCATION AND VICINITY MAPS

CIVIL

VF101 EXISTING CONDITIONS PLAN

CD101 CONCEPT DEMOLITION PLAN

CS101 CONCEPT SITE PLAN

CG101 CONCEPT GRADING PLAN

CU101 CONCEPT UTILITY PLAN

ARCHITECTURE

AD101 CONCEPT DEMOLITION FLOOR PLAN

AE101 CONCEPT FLOOR PLAN

ELECTRICAL

ED101

E-101

E-601

CONCEPT ELECTRICAL SITE DEMOLITION PLAN

CONCEPTUAL ELECTRICAL SITE PLAN

CONCEPT ELECTRICAL ONE-LINE DIAGRAM

TELECOMMUNICATIONS

TD101 CONCEPT COMMUNICATIONS SITE DEMOLITION PLAN

T-101 CONCEPT COMMUNICATIONS SITE PLAN

P2#: 473951

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MILLER ARC

3125 S.10th STREET

MANITOWOC COUNTY

MANITOWOC, WI

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EX SEWER CLEANOUT

RIM: 651.09'

INV INLET: 647.54'

EX SEWER CLEANOUT

RIM: 649.16'

INV INLET: 642.37'

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EX SEWER MH

RIM: 626.95'

INV OUTLET: 616.80'

INV INLET: 617.71'

EX SEWER MH

RIM: 641.83'

INV OUTLET: 633.23'

24"

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BORING 3

BORING 1

BORING 1A

BORING 6

BORING 2

BORING 5

BORING 4

GATE

DUMPSTER

LOCATION

FFE: 649.73'

FFE: 652.54'

FFE: 647.02'

FFE: 652.45'

FFE: 652.42'

FFE: 652.57'

BORING 1/HAND AUGER

PULL-UP BARS

BOLLARD

FFE: 652.51'

24"

CABLE TV

TELEPHONE

FIBER OPTIC

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RIM: 649.50'

INV OUTLET: 645.44'

INV INLET: 645.49'

MOTOR

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SHEET KEYNOTES

1. GAUGE HYDRANT 09/09/20

2. FLOW HYDRANT 09/09/20

3. 24" EXISTING WATER MAIN LINE

4. BURIED FUEL TANK

EXISTING SANITARY SEWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND

COMMUNICATIONS

EXISTING OVERHEAD POWER LINE

EXISTING FENCE

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UC UC

OE OE

LEGEND

CONCRETE PAVEMENT

BITUMINOUS PAVEMENT

X X X

GENERAL SHEET NOTES

1. ALL EXISTING INFORMATION SHOWN HEREON WAS

COMPLETED BY FIELD RUN TOPOGRAPHIC SURVEY AND

RECORD INFORMATION.

SURVEY NOTES

1. TOPOGRAPHIC SURVEY WAS COMPLETED IN WISCONSIN

STATE PLANE - SOUTH ZONE NAD83 WITH VERTICAL DATUM IN

NAVD88. ALL WORK WAS COMPLETED IN US SURVEY FEET.

2. THE LOCATION OF THE WATER SERVICE TO THE BUILDING IS

BASED ON AS-BUILT PLANS PROVIDED BY THE CITY OF

MANITOWOC.

3. THE CHAINLINK FENCE IS 7 FEET HIGH AND 8 FEET HIGH TO

THE TOP OF THE BARBWIRE.

4. REFER TO RFP FOR HYDRANT FLOW DATA

POWER POLE

GUY ANCHOR

SIGN

BUSH

LIGHT POLE

MAILBOX

FOUND SURVEY MONUMENT

SANITARY SEWER MANHOLE

HYDRANT

WATER VALVE

GPS CONTROL POINT

MISCELLANEOUS POINT

TREE (DIAMETER NOTED)

SIGN

UTILITY VAULT

BORING LOCATION

FLAGPOLE

SPLASH PAD

2Q R

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AutoCAD SHX Text

EXISTING

BUILDING

EXISTING

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CEC CONTROL CAP

VENT PIPE

PPOL/

8F0

SIGN

S S

U C

G G

X X

PPOL/ 8F0717

EX SEWER CLEANOUT

RIM: 651.09'

INV INLET: 647.54'

EX SEWER CLEANOUT

RIM: 649.16'

INV INLET: 642.37'

BOLLARD

GPS CONTROL POINT #2

SET REBAR WITH

CEC CONTROL CAP

GPS CONTROL POINT #3

SET REBAR WITH

CEC CONTROL CAP

W W

EX SEWER MH

RIM: 626.95'

INV OUTLET: 616.80'

INV INLET: 617.71'

EX SEWER MH

RIM: 641.83'

INV OUTLET: 633.23'

24"

10"

24"

18"

10"

30"

BORING 3

BORING 1

BORING 1A

BORING 6

BORING 2

BORING 5

BORING 4

GATE

DUMPSTER

LOCATION

FFE: 649.73'

FFE: 652.54'

FFE: 647.02'

FFE: 652.45'

FFE: 652.42'

FFE: 652.57'

BORING 1/HAND AUGER

PULL-UP BARS

BOLLARD

FFE: 652.51'

24"

CABLE TV

TELEPHONE

FIBER OPTIC

WATER SERVICE

LINE

O E

EX SEWER MH

RIM: 649.50'

INV OUTLET: 645.44'

INV INLET: 645.49'

MOTOR

VEHICLE

STORAGE

SHED

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S88°31'18"W

449.73'

N88°31'24"E

450.26'

S I G

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CD101

SHEET KEYNOTES

1. DEMOLISH AND REMOVE CONCRETE PAVEMENT AND

BASE

2. DEMOLISH AND REMOVE BITUMINOUS PAVEMENT AND

BASE

3. DEMOLISH AND REMOVE CONCRETE SIDEWALK AND BASE

4. 10'X10' OPEN CUT PAVEMENT FOR 24" WATER MAIN TAP

5. DEMOLISH AND REMOVE ALL SHRUBS AROUND THE

BUILDING TO 33 FT

6. BURIED STORAGE TANK. STABILIZE OR REMOVE AS

DETERMINED BY DOR

7. DEMOLISH AND REMOVE US ARMY RESERVE SIGN, POST,

AND FOUNDATION

8. DEMOLISH AND REMOVE FLAGPOLE AND CONCRETE

FOUNDATION

9. DEMOLISH AND REMOVE FENCE - BID OPTION "A"

10. DEMOLISH AND REMOVE SANITARY SEWER LINE

11. DEMOLISH AND REMOVE PHONE LINE TO THE PROPERTY

LINE - SEE SHEET ED101

12. DEMOLISH AND REMOVE OVERHEAD ELECTRICAL LINE -

SEE SHEET ED101

13. RELOCATE GAS LINE AS REQUIRED FOR RETAINING WALL

CONSTRUCTION

14. DEMOLISH AND REMOVE CABLE LINE TO THE PROPERTY

LINE - SEE SHEET ED101

15. DEMOLISH AND REMOVE COMMUNICATION LINE - SEE

SHEET TD101

16. LIMITS OF CONSTRUCTION

17. DEMOLISH AND REMOVE FENCE - BID OPTION "B"

18. CONTRACTOR STAGING / LAYDOWN AREAS

19. DEMOLISH AND REMOVE WATER LINE / CAP WATER LINE

EXISTING SANITARY SEWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND

COMMUNICATIONS

EXISTING OVERHEAD POWER LINE

EXISTING FENCE

W W

SS SS

G G

UC UC

OE OE

EXISTING UTILITY LEGEND

DEMO LEGEND

LINEAR OBJECT DEMOLITION

BITUMINOUS PAVEMENT DEMOLITION

CONCRETE PAVEMENT DEMOLITION

CONCRETE SIDEWALK DEMOLITION

LIMITS OF CONSTRUCTION

X X X

GENERAL SHEET NOTES

1. ALL EXISTING INFORMATION SHOWN HEREON WAS

COMPLETED BY FIELD RUN TOPOGRAPHIC SURVEY AND

RECORD INFORMATION.

2. CONTRACTOR SHALL FIELD LOCATE UNDERGROUND

COMMUNICATION AND ELECTRICAL LINES FROM THE

BUILDING TO THE MOTOR VEHICLE STORAGE SHED AND

DEMOLISH, REMOVE AND REPLACE BY OPEN CUT WITH

REPLACEMENT OF ASPHALT PAVEMENT AND BASE.

COORDINATE WITH COMMUNICATION AND ELECTRICAL

REQUIREMENTS. CONSTRUCTION LIMITS AND PATH SHOWN IN

THE EXISTING MEP YARD IS APPROXIMATE.

3. SEE BID OPTION NOTES ON SHEET CS101.

C/L

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AutoCAD SHX Text

TYP.

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18.5'

TYP.

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EXISTING MEP

EXISTING

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SET REBAR WITH

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GPS CONTROL POINT #3

SET REBAR WITH

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24"

10"

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18"

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24"

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449.73'

N88°31'24"E

450.26'

MOTOR

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STORAGE

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BASE BID

BID OPTION "B"

AREA

SIGN

US Army Corps of Engineers ®

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SHEET KEYNOTES

1. CONCRETE PAVEMENT AND BASE

2. DUMPSTER AREA

3. BITUMINOUS PAVEMENT AND BASE

4. 12' WIDE DOUBLE SWING GATE - BID OPTION "A"

5. CONCRETE UTILITY PAD

6. CONCRETE RAMP - BID OPTION "A"

7. CONCRETE SIDEWALK AND BASE

8. CONCRETE BI-LEVEL LOADING RAMP - BID OPTION "E"

9. US ARMY RESERVE - SITE SIGN

10. CONCRETE STOOP

11. GRAVEL PAVEMENT AND BASE

12. CONCRETE RETAINING WALL

13. 30' WIDE DOUBLE SWING GATE - BID OPTION "B"

14. GRAVEL PAVEMENT AND BASE - BID OPTION "B"

15. CONCRETE MOBILE KITCHEN PAD AND CONCRETE DRIVE - BID

OPTION "D"

16. PROPOSED UTILITY EASEMENT

17. BITUMINOUS PAVEMENT AND BASE REPAIR WITH 5" SINGLE

SOLID WHITE PAINTED EDGE LINE, MATCH EXISTING. FOR

BIDDING PURPOSES ASSUME 8" ASPHALT OVER 6" AGGREGATE

BASE CONSTRUCTED PER WI-DOT STANDARDS

18. 33' UNOBSTRUCTED SPACE

19. DOWNSPOUT DRAINAGE LOCATIONS - BID OPTION "C"

GENERAL SHEET NOTES

1. ALL EXISTING INFORMATION SHOWN HEREON WAS

COMPLETED BY FIELD RUN TOPOGRAPHIC SURVEY AND

RECORD INFORMATION.

2. EXACT LOCATION OF PROPOSED UTILITY EASEMENT WILL BE

DICTATED BY THE FINAL DESIGN. CONTRACTOR SHALL

COORDINATE EASEMENT LOCATION WITH MANITOWOC

PUBLIC UTILITIES AND THE COR THROUGHOUT DESIGN.

ASPHALT PAVEMENT AND BASE

SITE LEGEND

CONCRETE PAVEMENT AND BASE

CONCRETE SIDEWALK

PROPERTY LINE

GRAVEL PAVEMENT AND BASE

SCALE: 1" = 40'

0 20' 40' 80' 120'

PLAN NORTH

INSERT - BID OPTION "B"

SITE BID OPTION NOTES

1. BID OPTION "A" UNIT STORAGE ADDITION INCLUDES CONCRETE

SIDEWALK, CONCRETE ACCESS RAMP TO MEP YARD AND A 12-FT

WIDE FENCE GATE.

2. BID OPTION "B" INCLUDES OMISSION OF THE GRAVEL DRIVEWAY

AND CONSTRUCTION OF BITUMINOUS PAVEMENT AND BASE

ALONG WITH ALL PARKING LOT STRIPING AS SHOWN IN DETAIL B1

THIS SHEET. BID OPTION "B" ALSO INCLUDES GRAVEL ACCESS TO

THE MEP AS SHOWN. DEMOLITION OF THE EXISTING FENCE AND

REPLACEMENT WITH A 30-FT WIDE DOUBLE SWING GATE.

3. BID OPTION "C" INCLUDES UNDERGROUND STORM SEWER SYSTEM

CONNECTED TO ALL ROOF DOWNSPOUTS AT ENTRANCES WITH

DISCHARGE TO THE EXISTING DRAINAGE BASINS.

4. BID OPTION "D": THE MOBILE KITCHEN CONCRETE PAD SHALL BE

DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH UFC

4-171-05 ARMY RESERVE FACILITIES AND INCLUDE ALL

NECESSARY UTILITIES SUCH AS WATER, SANITARY SEWER AND

GREASE TRAP, POWER, ETC. WITH CONNECTION TO EXISTING

UTILITIES, COMPLETE AND USABLE, WITH CONCRETE PAVEMENT

ACCESS TO THE MEP.

5. BID OPTION "E": CONTRACTOR SHALL DEMOLISH AND REMOVE

PAVEMENT AND BASE AT FINAL LOCATION OF BI-LEVEL LOADING

RAMP TO 10-FT AWAY FROM EXISTING FACILITY. CONTRACTOR

SHALL DESIGN AND CONSTRUCT THE BI-LEVEL LOADING RAMP AS

OUTLINED IN THE SPECIFICATIONS. NEW CONCRETE PAVEMENT

AND BASE SHALL EXTEND OUT 10-FT ON ALL SIDES OF THE

BI-LEVEL LOADING RAMP.

BID OPTION DELINEATION LINE

19 19

C/L C/L CONSTRUCTION LIMITS LINE

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AutoCAD SHX Text

MECH

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BUILDING

ADDITION

S S

EXISTING MEP

EXISTING

BUILDING

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POINT #1

SET REBAR WITH

CEC CONTROL CAP

VENT PIPE

PPOL/

8F0

SIGN

S S

U C

G G

X X

EX SEWER CLEANOUT

RIM: 649.16'

INV INLET: 642.37'

BOLLARD

GPS CONTROL POINT #2

SET REBAR WITH

CEC CONTROL CAP

GPS CONTROL POINT #3

SET REBAR WITH

CEC CONTROL CAP

W W

EX SEWER MH

RIM: 626.95'

INV OUTLET: 616.80'

INV INLET: 617.71'

EX SEWER MH

RIM: 641.83'

INV OUTLET: 633.23'

24"

10"

24"

18"

10"

30"

GATE

FFE: 649.73'

FFE: 652.54'

FFE: 647.02'

FFE: 652.45'

FFE: 652.42'

FFE: 652.57'

BOLLARD

FFE: 652.51'

24"

TELEPHONE

O E

EX SEWER MH

RIM: 649.50'

INV OUTLET: 645.44'

INV INLET: 645.49'

MOTOR

VEHICLE

STORAGE

SHED

N W

S88°31'18"W

449.73'

N88°31'24"E

450.26'

U C

S S

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A C

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STORAGE

SHED

US Army Corps of Engineers ®

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SCALE: 1" = 40'

0 20' 40' 80' 120'

PLAN NORTH

CONCEPT GRADING PLAN

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CG101

SHEET KEYNOTES

1. GRASSED SWALE

2. WATER QUALITY STORAGE AREA

GENERAL SHEET NOTES

1. ALL EXISTING INFORMATION SHOWN HEREON WAS

COMPLETED BY FIELD RUN TOPOGRAPHIC SURVEY AND

RECORD INFORMATION.

GRADING AND DRAINAGE LEGEND

SLOPE ARROWS

EXISTING CONTOUR LINE

PROPERTY LINE

C/L C/L CONSTRUCTION LIMITS LINE

2Q R

-0

ARIMS: 200A Disposition: Maintain for 15yrs after construction

AutoCAD SHX Text

MECH

C O

M M

V E

R C

R E

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P A

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A C

C E

S S

BUILDING

ADDITION

S S

EXISTING

BUILDING

B I L E

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C L

C/L

C L

C/L

C L

C/L

C L

C/L

C/L C/L

C/L

C L

C/L

S O

U T

T R

E E

GPS CONTROL

POINT #1

SET REBAR WITH

CEC CONTROL CAP

VENT PIPE

PPOL/

8F0

SIGN

S S

U C

G G

X X

EX SEWER CLEANOUT

RIM: 649.16'

INV INLET: 642.37'

BOLLARD

GPS CONTROL POINT #2

SET REBAR WITH

CEC CONTROL CAP

GPS CONTROL POINT #3

SET REBAR WITH

CEC CONTROL CAP

W W

EX SEWER MH

RIM: 626.95'

INV OUTLET: 616.80'

INV INLET: 617.71'

EX SEWER MH

RIM: 641.83'

INV OUTLET: 633.23'

24"

10"

24"

18"

10"

30"

GATE

FFE: 649.73'

FFE: 652.54'

FFE: 647.02'

FFE: 652.45'

FFE: 652.42'

FFE: 652.57'

BOLLARD

FFE: 652.51'

24"

TELEPHONE

O E

EX SEWER MH

RIM: 649.50'

INV OUTLET: 645.44'

INV INLET: 645.49'

MOTOR

VEHICLE

STORAGE

SHED

N W

S88°31'18"W

449.73'

N88°31'24"E

450.26'

U C

S S

MOTOR

VEHICLE

STORAGE

SHED

US Army Corps of Engineers ®

SHEET ID

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SCALE: 1" = 40'

0 20' 40' 80' 120'

PLAN NORTH

CONCEPT UTILITY PLAN

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CU101

SHEET KEYNOTES

1. WATER LINE

2. DOMESTIC WATER SERVICE LINE

3. FIRE HYDRANT ASSEMBLY

4. POST INDICATOR VALVE (PIV)

5. FIRE DEPARTMENT CONNECTION (FDC)

6. SANITARY SEWER LINE

7. SANITARY SEWER MANHOLE

8. GREASE TRAP

9. DIRECT TAP EXISTING SEWER

CONNECTION WITH TWO-WAY CLEANOUT

10. PROPOSED 20' UTILITY EASEMENT

11. FIRE WATER SERVICE LINE

GENERAL SHEET NOTES

1. ALL EXISTING INFORMATION SHOWN HEREON WAS

COMPLETED BY FIELD RUN TOPOGRAPHIC SURVEY AND

RECORD INFORMATION.

2. THE LOCATION OF THE WATER SERVICE TO THE BUILDING IS

BASED ON AS-BUILT PLANS PROVIDED BY THE CITY OF

MANITOWOC.

3. LOCATION OF SEWER AND WATER TO THE BUILDING AND MKT

PAD ARE CONCEPTUAL ONLY AND SHALL BE LOCATED AS

REQUIRED BASED ON FINAL DESIGN.

UTILITY LEGEND

WATER LINE

W W W

SANITARY SEWER LINESS SS

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

PROPERTY LINE

EXISTING SANITARY SEWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND

COMMUNICATIONS

EXISTING OVERHEAD POWER LINE

EXISTING FENCE

W W

SS SS

G G

UC UC

OE OE

EXISTING UTILITY LEGEND

X X X

C/L C/L CONSTRUCTION LIMITS LINE

2Q R

-0

1 1 1

7 7

AD101

1 1 1 1 1 1 1 1 1

1 1 1 113 13 13 13 13

OPT. A

DEMOLITION LEGEND

REMOVE EXISTING WALL CONSTRUCTION IN ITS ENTIRETY FROM

FLOOR TO STRUCTURE ABOVE INCLUDING DOORS, DOOR FRAMES,

VISION PANELS, BASE, ASSOCIATED ELEC./ MECH. WORK ETC.

(EXTENT SHOWN BY BROKEN LINES). PATCH EXISTING ADJACENT

AREAS AS REQUIRED THAT HAVE BEEN DISTURBED BY

DEMOLITION AND PREPARE SURFACES TO RECEIVE NEW FINISHES.

REMOVE EXISTING DOOR OR VISION PANEL, GLAZING AND

HOLLOW METAL FRAME ASSEMBLY. CLOSE OPENING WITH LIKE

MATERIALS TO MATCH EXISTING WALL CONSTRUCTION. ALIGN

NEW WORK FLUSH WITH EXISTING ADJACENT PARTITION. MATCH

EXISTING WALL THICKNESS AND PREPARE SURFACE AS

REQUIRED TO RECEIVE NEW FINISHES.

PROVIDE OPENING IN EXISTING PARTITION AS REQUIRED TO

RECEIVE NEW HOLLOW METAL DOOR FRAME OR CASED OPENING.

PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED TO

RECEIVE NEW FINISHES.

REMOVE EXISTING CASEWORK, COUNTERS, SHELVING,

EQUIPMENT, SUPPORTS, AND INTERSECTING WALLS. PATCH

EXISTING WALL AND FLOOR AREAS DISTURBED BY DEMOLITION

PLAN AND PREPARE SURFACES AS REQUIRED TO RECEIVE NEW

FINISHES.

CONTRACTOR TO REMOVE ALL EXISTING PLUMBING FIXTURES

AND PIPING BACK TO THE POINT OF ENTRY INTO THE BUILDING,

AND SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING

AREAS WHERE AFFECTED BY THEIR REMOVAL. ANY FLOOR

PENETRATIONS DUE TO THE REMOVAL OF PIPING ARE TO BE

FILLED WITH AN UL APPROVED MATERIAL TO MATCH EXISTING

CONSTRUCTION TYPE.

DEMOLITION FLOOR PLAN LEGEND

ASBESTOS-CONTAINING MATERIAL - VINYL FLOOR TILE

US Army Corps of Engineers ®

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AD101

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1/8" = 1'-0" A1

FLOOR PLAN - DEMOLITION

PLAN NORTH

0' 2' 4' 8' 16'

GENERAL SHEET NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF ALL STRUCTURAL

MODIFICATIONS NEEDED TO ACCOMMODATE NEW WALL OPENINGS,

INCLUDING BUT NOT LIMITED TO LINTELS, JAMBS AND SLAB REPAIR.

2. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING

OPERATIONS WHILE STRUCTURAL MODIFICATIONS ARE BEING PERFORMED.

3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND REMOVING ALL

ELECTRICAL AND TELECOMMUNICATIONS SYSTEMS, IN ITS ENTIRETY,

WITHIN THE BUILDING. COORDINATE DISCONNECTION OF ELECTRICAL

SERVICE WITH LOCAL ELECTRIC UTILITY. COORDINATE REMOVAL OF

DEMARCATION EQUIPMENT AND DISCONNECTION OF TELEPHONE SERVICE

WITH LOCAL TELEPHONE COMPANY.

4. CONTRACTOR TO REVIEW PRE-RENOVATION HAZARDOUS MATERIALS

SURVEY REPORT, ABATE HAZARDOUS MATERIALS AS REQURIED.

5. ALL PAINT SHALL BE ABATED AS LEAD-BASED PAINT (LBP).

6. ABATE ALL VINYL FLOOR TILE MASTIC AS ASBESTOS-CONTAINING MATERIAL

(ACM) THROUGHOUT THE FACILITY.

7. TRENCH EXISTING CONCRETE SLAB AS NEEDED FOR MODIFICATIONS AND

RELOCATION OF PLUMBING SYSTEMS. SEE AE101 FOR NEW RESTROOM

/SHOWER LAYOUTS AND "SMALL" KITCHEN LOCATED WITHIN ASSEMBLY

HALL.

8. SALVAGE DEMOLISHED BRICK. USE SAVED MASONRY FOR INFILL AND

BLENDING WITH NEW BRICK TO MATCH EXISTING.

9. REMOVE ALL FLOOR FINISHES, DOWN TO CONCRETE SLAB, THROUGHOUT

FACILITY AND PREP SLAB TO RECIEVE NEW FINISHES.

10. REMOVE ALL CEILINGS THOUGHOUT FACILITY INCLUDING ASSOCIATED

ELECTRICAL AND LIGHTING, HVAC EQUIPMENT AND OTHER BUILDING

COMPONENTS.

11. DEMOLISH THE ENTIRE EXISTING COMBUSTIBLE (WOODEN) MEZZANINE

STRUCTURE WITHIN THE ASSEMBLY HALL / HIGH BAY AREA.

12. ALL EXISTING WINDOWS TO BE DEMOLISHED AND REMOVED.

SHEET KEYNOTES:

1/8" = 1'-0" A5

MEZZANINE - DEMOLITION

0' 2' 4' 8' 16'

PLAN NORTH

1. REMOVE WINDOW AND FRAME. PREPARE OPENING FOR NEW UFC 4-010-01

COMPLIANT WINDOW FRAME AND GLAZING.

2. REMOVE EXISTING DOOR, WOOD SIDING AND EXISTING INFILL. REPLACE

WITH CMU TO MATCH ADJACENT WALLS AND PROVIDE OPENING FOR NEW

DOOR SHOWN ON AE101.

3. REMOVE WOOD SIDING AND EXISTING INFILL AT TOP OF ASSEMBLY HALL

"HIGH" BAY AREA. CONTRACTOR TO PROVIDE ELEVATION DESIGNS

INDICATING INFILL TYPE AND MATERIALS FOR EXTERIOR WALLS

INCLUDING INFILL MATERIAL AT TOP OF ASSEMBLY HALL.

4. NEW DOOR OPENING. PROVIDE HEADER AND JAMB FOR CMU WALL.

5. REMOVE BRICK VENEER PORTION OF WALL AT HIGH BAY AS NEEDED FOR

EXECUTION OF BID OPTION A, PROVIDE LINTEL FOR SUPPORT OF REMAINING

BRICK ABOVE.

6. REMOVE OVERHEAD COILING DOOR AND INFILL WITH LIKE MATERIALS.

7. REMOVE ALL PLUMBING FIXTURES AND/OR EQUIPMENT IN ROOM.

8. DEMOLISH FLOOR SLAB AS REQUIRED FOR NEW MEZZANINE FOUNDATIONS.

9. REMOVE FIBER DERMACATION EQUIPMET, RACK, DISTRIBUTION PANEL

AND ALL TELECOMMUNICATIONS INFRASTRUCTURE WITHIN THE BUILDING.

10. REMOVE TELEPHONE BACKBOARD, COPPER TERMINATION BLOCKS, AND ALL

TELECOMMUNICATIONS INFRASTRUCTURE WITHIN THE BUILDING IN ITS

ENTIRETY. COORDINATE DISCONNECTION OF TELEPHONE SERVICE WITH

LOCAL TELEPHONE COMPANY.

11. DEMOLISH ELECTRICAL SERVICE ENTRANCE PANELBOARD, ALL ELECTRICAL

EQUIPMENT AND ALL ELECTRICAL INFRASTRUCTURE WITHIN THE BUILDING

IN ITS ENTIREY. COORDINATE DISCONNECTION OF ELECTRICAL SERVICE

WITH LOCAL ELECTRIC UTILITY.

12. LOCATION OF NEW DOOR OPENING.

13. WINDOW TO BE REMOVED. INFILL WITH MASONRY, VENEER TO MATCH

EXISTING.

14. DEMOLISH THE ENTIRE MEZZANINE STRUCTURE WITHIN ASSEMBLY HALL.

15. DEMOLISH EXISTING STEEL VAULT IN ITS ENTIRETY.

16. TRENCH CONCRETE SLAB AS NEEDED FOR BID OPTION A, SMALL KITCHEN.

RE: AE101

17. ABATE ASBESTOS CONTAINING MATERIAL, BLACK MASTIC, UNDER RED /

BLACK VINYL FLOOR TILE AT THRESHOLD.

18. ABATE ASBESTOS CONTAINING MATERIAL, BLACK MASTIC, UNDER BROWN/

TAN PATCHWORK VINYL FLOOR TILE.

P N

2Q R

-0

258 SF

RETENTION OFFICE

164 SF

FAMILY SUPPORT

OFFICE

120 SF

ARA

141 SF

MT CHIEF

120 SF

NCO

65 SF

ADMIN. SUPPORT

80 SF

TER

48 SF

508 SF

MECH

48 SF

FIRE RISER

170 SF

ELECTRICAL

80 SF

LACTATION

45 SF

JAN

155 SF

W. LOCKER

128 440 SF

PHYSICAL

READINESS

185 SF

BREAK ROOM

156 SF

COMMANDER

132 SF

1ST SGT

195 SF

WOMEN

79 SF

VESTIBULE

269 SF

LOBBY

2125 SF

UNIT STORAGE

30 SF

VEST

791 SF

CORRIDOR

400 SF

CLASSROOM

99 SF

STORAGE

ACFT

153 SF

STAGING AREA

530 SF

UNIT COMMON

480 SF

CLASSROOM

105 SF

TABLES & CHAIR

STOR. AREA

127 SF

ARMORER

119 SF

STAIR

70 SF

CORRIDOR

125 SF

SUPPLY OFFICE

54 SF

TOILET

MEZZANINE

ABOVE

294 SF

CORRIDOR

1542 SF

ASSEMBLY HALL

187 SF

M. LOCKER

130 167 SF

MEN

97 SF

M. SHOWERS

32 SF

W. SHOWERS

2 3

35'-2"

'-8

5 5 5 5 5

670 SF

KITCHEN

223 SF

ARMS VAULT

474 SF

CIRCULATION

CHASE

AE101

90 SF

C. CORRIDOR

FLOOR PLAN LEGEND

BASE BID - REPAIR OR REPLACEMENT WORK

UNDER EXISTING ROOF

BID OPTIONS - "NEW WORK" BUILDING ADDITIONS

450 SF

CLASSROOM

420 SF

TEAMING ROOM

STAIR

2537 SF

OPEN CORRIDOR

'-6

50'-0"

26'-0" 24'-0"

TOP OF KITCHEN TOP OF ARMS VAULT

5' -6

US Army Corps of Engineers ®

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AE101

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1/8" = 1'-0" A1

CONCEPT FLOOR PLAN

PLAN NORTH

0' 2' 4' 8' 16'

GENERAL SHEET NOTES:

1. ALL WORK UNDER EXISTING ROOF TO BE CONSIDERED REPAIR AND/OR

REPLACEMENT COST. RE: FLOOR PLAN LEGEND

2. MEZZANINE EGRESS STAIR AND UNIT STORAGE ADDITIONS ARE

CONSIDERED "NEW WORK". CONTRACTOR TO SHOW UNIT STORAGE

AS BID OPTION A AND PROVIDE SEPARATE LINE ITEM COST.

3. PROVIDE ROOM SIZES, FINISHES AND STC RATINGS PER THE

GUIDELINES OF UFC 4-171-05.

4. ALL REMAINING WINDOWS OPENINGS TO RECEIVE NEW OPERABLE

THERMALLY BROKEN INSULATED ALUMINUM FRAMED WINDOWS WITH

DUAL PANE LOW-E GLAZING COMPLYING WITH UFC 4-010-01.

5 ARMY RESERVE STANDARD "SMALL" KITCHEN DESIGN SHOWN ON

PLAN.

1" = 40'-0" B9

KEY PLAN

PLAN NORTH

0' 7' 20' 40' 80'

1/8" = 1'-0" C6

CONCEPT MEZZANINE

PLAN NORTH

0' 2' 4' 8' 16'

1. BASE BID - EXISTING OVERHEAD DOOR OPENING TO BE INFILLED WITH

MASONRY.

2. BID OPTION A - UNIT STORAGE ADDITION, FLOOR ELEVATION SET 1'-0"

BELOW EXISTING FLOOR SLAB ELEVATION. RE: CIVIL FOR EXISTING

FLOOR ELEVATION. CONTRACTOR TO PROVIDE SEPARATE LINE ITEM

COST FOR SUSPENDED GYPSUM BOARD CEILING AND SUSPENDED LAY-IN

ACOUSTIC CEILING TILE (ACT) CEILING SYSTEMS. HEIGHT OF CEILING TO

BE FLUSHED WITH TOP OF UNIT STORAGE CASES.

3. BID OPTION F - UNIT STORAGE CAGES, 8'-2" WIDE x 12'-2" DEEP x 9'-0" HIGH (MIN) STEEL CAGE, CONSTRUCTED OF STEEL ANGLES AND 10-GAUGE 1"x2"

WIRE MESH PANELS FOR PARTITIONS. TOP OF CAGE SHALL BE WIRE

MESH OR WALLS MAY EXTEND TO BOTTOM OF ROOF DECK. SHELVING

FOR UNIT STORAGE CAGES SHALL BE HEAVY-DUTY OPEN STEEL

SHELVING UNITS WITH FIVE ADJUSTABLE SHELVES. SHELVING ARE 4'-0"

WIDE x 2'-0" DEEP x 7'-0" HIGH. SIX (6) SHELVING UNITS WITHIN EACH UNIT

STORAGE CAGE. ONE LIGHT FIXTURE REQUIRED AT EACH 8'-2" X 12'-2"

CAGE. CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED

EQUIPMENT (CFCI), OMAR FUNDED.

4. CONCRETE RAMP, 1:12 MAXIMUM SLOPE

5 EXISTING WINDOW TO BE REMOVED. MASONRY INFILL AT EXISTING

WINDOW OPENING.

6 ACCESSIBLE DRESSING BENCH. 20" - 24" IN DEPTH, 42" MINIMUM IN

LENGTH AND SEAT HEIGHT 17" - 19" ABOVE FINISH FLOOR.

7 DRESSING BENCH, 12" - 14" IN DEPTH, 48" - 54" LENGTH AND SEAT HEIGHT

17" - 19" ABOVE FINISH FLOOR.

8 OPERABLE THERMALLY BROKEN INSULATED ALUMINUM FRAMED

WINDOW WITH DUAL PANE LOW-E GLAZING COMPLYING WITH UFC

4-010-01. PLACE WINDOW WITHIN EXISTING DOOR OPENING, MATCH

WINDOW SIZE AND SILL HEIGHT WITH EXISTING WINDOWS, INFILL

REMAINING PORTION WITH MASONRY.

9 WALK-OFF MAT

10 FLOOR TO CEILING BUILT-IN MILLWORK FOR MEMORIAL AND TROPHY

DISPLAY.

SHEET KEYNOTES:

P N

2Q R

-0

S S

PPOL/ 8F0717

EX SEWER CLEANOUT

RIM: 651.09'

INV INLET: 647.54'

W W

DUMPSTER

LOCATION

PULL-UP BARS

WATER SERVICE

LINE

O E

MOTOR VEHICLE

STORAGE SHED

TRAINING

BUILDING

EXISTING UTILITY

POWER POLE

EXISTING UTILITY

POWER POLE

V E

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ELECTRICAL SITE DEMOLITION PLAN

1" = 20'

1. REMOVE UTILITY POWER POLE AND UTILITY SERVICE

TRANSFORMERS. COORDINATE REMOVAL WITH LOCAL ELECTRIC

UTILITY COMPANY.

2. REMOVAL OVERHEAD CONDUCTORS BACK TO NEAREST

OVERHEAD POWER POLE BY LOCAL ELECTRIC UTILITY COMPANY.

COORDINATE REMOVAL WITH LOCAL ELECTRIC UTILITY COMPANY.

3. REMOVAL OF OVERHEAD SECONDARY CONDUCTORS TO SERVICE

ENTRANCE EQUIPMENT BY CONTRACTOR. REMOVE ELECTRIC

METER AND CT ENCLOSURE AND TURN OVER TO LOCAL ELECTRIC

UTILITY COMPANY.

4. DISCONNECT OVERHEAD WIRES SERVING MEP LIGHTING. MEP

LIGHTING AND OVERHEAD CONDUCTORS BETWEEN LIGHT POLES

ARE TO REMAIN.

5. FIELD VERIFY ROUTING OF EXISTING POWER TO THE MOTOR

VEHICLE STORAGE SHED AND DEMOLISH IN ITS ENTIRETY. IF

UNDERGROUND, CUT PAVEMENT AND REMOVE DUCTS AND

CABLING AS NEEDED. REFER TO CIVIL DEMOLITION PLANS FOR

ADDITIONAL INFORMATION. REFER TO E-101 FOR PRELIMINARY

ROUTING TO NEW POWER.

SHEET KEYNOTES

GENERAL SHEET NOTES

1. EQUIPMENT REMOVAL WORK NOTES ARE FOR REFERENCE ONLY.

CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND

LOCATIONS. DESIGN REMOVAL WORK PER THE DETAILED SCOPE

OF WORK IN THE SPECIFICATIONS AND HEREIN DESCRIBED.

2. SPECIAL CARE SHALL BE TAKEN TO AVOID DAMAGING EXISTING

UTILITIES (WATER, SEWER, POWER, GAS, COMMUNICATIONS,

ETC.) NOTED AS EXISTING TO REMAIN. CONTRACTOR SHALL BE

RESPONSIBLE FOR IDENTIFYING AND LOCATING ALL EXISTING

SITE UTILITIES (OVERHEAD AND UNDERGROUND) IN AREAS OF

EXCAVATION AND/OR DRILLING. NO ADDITIONAL COMPENSATION

SHALL BE GIVEN FOR REPAIRS REQUIRED FOR ANY INCIDENTAL

DAMAGES, WHICH MIGHT BE OCCASIONED BY THE

CONTRACTOR’S FAILURE TO LOCATE AND PRESERVE ANY AND

ALL UNDERGROUND UTILITIES. SUCH DAMAGES (IF HAPPENED)

SHALL BE REPAIRED IMMEDIATELY TO RESUME SERVICES AT NO

ADDITIONAL COST TO THE GOVERNMENT.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH

LOCAL ELECTRIC UTILITY IN THE REMOVAL OF THE SERVICE

NOTED AS DEMOLISHED. ANY SYSTEMS NOT REMOVED BY THE

UTILITY ARE THE CONTRACTORS RESPONSIBILITY TO REMOVE.

4. REFER TO DEMOLITION FLOOR PLAN AD101 FOR INFORMATION ON

INTERIOR ELECTRICAL DEMOLITION WORK.

0' 10' 20' 40' 80'

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ELECTRICAL SITE PLAN

1" = 40'

1. PROVIDE UNDERGROUND SERVICE TO THE SERVICE ENTRANCE

EQUIPMENT IN THE ELECTRICAL ROOM.

2. UTILITY-OWNED LIQUID-FILLED PAD-MOUNT TRANSFORMER.

PROVIDE TRANSFORMER PAD AND GROUNDING IN ALIGNMENT

WITH LOCAL ELECTRIC UTILITY REQUIREMENTS. LOCAL ELECTRIC

UTILITY TO PROVIDE TRANSFORMER.

3. MAIN SERVICE EQUIPMENT PANELBOARD SHALL BE 208Y/120V,

3-PHASE, 4-WIRE. SERVICE SIZE SHALL BE APPROXIMATELY 600A.

FINAL AMPERAGE SHALL BE DETERMINED BY DOR.

4. UNDERGROUND ELECTRICAL PRIMARY SERVICE. EXTEND FROM

EXISTING POWER POLE TO NEW PAD-MOUNTED TRANSFORMER.

PROVIDE UNDERGROUND DUCT BANK IN ACCORDANCE WITH

LOCAL ELECTRIC UTILITY REQUIREMENTS. LOCAL ELECTRIC

UTILITY TO PULL PRIMARY CABLES AND TERMINATE AT POLE AND

TRANSFORMER.

5. EXISTING PRIMARY DISTRIBUTION POWER POLE.

6. RECONNECT OVERHEAD CONDUCTORS SERVING MEP LIGHTING.

7. UNDERGROUND POWER DUCT BANK TO EXISTING MOTOR

VEHICLE STORAGE SHED DISTRIBUTION PANEL. DUCT BANK

SHALL CONSIST OF A MINIMUM OF TWO (2) FOUR (4) INCH,

CONCRETE-ENCASED, PVC CONDUITS.

8. EXISTING MOTOR VEHICLE STORAGE SHED POWER DISTRIBUTION

PANEL. EXTEND UNDERGROUND DUCT BANK ABOVE GRADE AS

NEEDED TO RECONNECT SERVICE TO THE PANEL.

SHEET KEYNOTES

GENERAL SHEET NOTES

1. EQUIPMENT NEW WORK NOTES ARE FOR REFERENCE ONLY.

CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND

LOCATIONS. DESIGN NEW WORK PER THE DETAILED SCOPE OF

WORK IN THE SPECIFICATIONS AND HEREIN DESCRIBED.

2. SPECIAL CARE SHALL BE TAKEN TO AVOID DAMAGING EXISTING

UTILITIES (WATER, SEWER, POWER, GAS, COMMUNICATIONS, ETC.)

NOTED AS EXISTING TO REMAIN. CONTRACTOR SHALL BE

RESPONSIBLE FOR IDENTIFYING AND LOCATING ALL EXISTING SITE

UTILITIES (OVERHEAD AND UNDERGROUND) IN AREAS OF

EXCAVATION AND/OR DRILLING. NO ADDITIONAL COMPENSATION

SHALL BE GIVEN FOR REPAIRS REQUIRED FOR ANY INCIDENTAL

DAMAGES, WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR’S

FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND

UTILITIES. SUCH DAMAGES (IF HAPPENED) SHALL BE REPAIRED

IMMEDIATELY TO RESUME SERVICES AT NO ADDITIONAL COST TO

THE GOVERNMENT.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH

LOCAL ELECTRIC UTILITY IN THE INSTALLATION OF NEW SERVICES.

ANY SYSTEMS NOT PROVIDED BY THE UTILITY ARE THE

CONTRACTORS RESPONSIBILITY TO PROVIDE IN ORDER TO

PROVIDE A FULLY FUNCTIONAL SYSTEM.

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X X

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SPD

EXTERIOR

TRAINING BUILDING

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SPD

PNL-HVAC

XXXA, MLO

208Y/120V

3PH, 4W

42 CKT

LP-1

XXXA, MLO

208Y/120V

3PH, 4W

42 CKT

RP-1

XXXA, MLO

208Y/120V

3PH, 4W

42 CKT

XFMR-UTIL

XXXKVA, 3PH

12.47KV - 208Y/120V

PADMOUNT XFMR

RP-2

XXXA, MLO

208Y/120V

3PH, 4W

42 CKT

RP-K

XXXA, MCB

208Y/120V

3PH, 4W

42 CKT

RP-EF

XXXA, MCB

208Y/120V

3PH, 4W

42 CKT

X X

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RP-MVSS

XXXA

208Y/120V

3PH, 4W

MOTOR VEHICLE

STORAGE SHED (MVSS)

SPD

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'MDP' XXXA, 208Y/120V, 3PH, 4W, XXKAIC

SPACESPACE

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SPD

RP-TER

XXXA, MCB

208Y/120V

3PH, 4W

42 CKT

X X

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SPD

RP-K

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208Y/120V

3PH, 4W

42 CKT

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SPD

RP-S

XXXA, MCB

208Y/120V

3PH, 4W

42 CKT

ELECTRICAL ONE-LINE DIAGRAM

NTS

1. BOND NEUTRAL AND GROUND BUS IN MDP. BOND GROUND BUS

TO BUILDING GROUNDING ELECTRODE SYSTEM.

2. ADVANCED METERING CAPABLE ELECTRIC METER LOCATED IN

ELECTRICAL ROOM.

3. LOCAL UTILITY TO PROVIDE NEW PAD-MOUNTED TRANSFORMER

WITH UTILITY OWNED METER MOUNTED TO EXTERIOR. DESIGNER

OF RECORD SHALL PROVIDE A RECOMMENDED TRANSFORMER

SIZE TO THE LOCAL UTILITY BASED ON THE FINAL TOTAL FACILITY

DEMAND LOAD.

4. RP-MVSS IS THE EXISTING DISTRIBUTION PANEL IN THE MOTOR

VEHICLE STORAGE SHED. FEEDER TO RP-MVSS IS NEW. FIELD

VERIFY EXACT PANEL LOCATION. FIELD ROUTE NEW FEEDER TO

AVOID EXISTING OBSTRUCTION.

5. RP-S SERVES UNIT STORAGE ADDITION. PROVIDE PANEL,

FEEDER, AND CIRCUIT BREAKER IF BID OPTION A FOR UNIT

STORAGE IS ACCEPTED. IF BID OPTION NOT ACCEPTED, PROVIDE

ONLY A PREPARED SPACE IN THE MDP.

6. RP-K SERVES NEW KITCHEN. PROVIDE PANEL, FEEDER, AND

CIRCUIT BREAKER.

SHEET KEYNOTES

GENERAL SHEET NOTES

1. ONE-LINE DIAGRAM IS PROVIDED TO INDICATE CONCEPTUAL

DISTRIBUTION INTENT ONLY. ANY AMPACITIES OR RATINGS OF

EQUIPMENT ARE PRELIMINARY ONLY AND FINAL AMPACITIES OR

RATINGS SHALL BE DETERMINED BY THE DESIGNER OF RECORD

BASED ON ACTUAL LOADS. CONTRACTOR SHALL PROVIDE

ADDITIONAL PANELS SIZED PER UFC AS REQUIRED TO MEET

PANELBOARD SPARE CAPACITY AS NOTED IN THE TECHNICAL

SCOPE OF WORK.

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EX SEWER CLEANOUT

RIM: 651.09'

INV INLET: 647.54'

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DUMPSTER

LOCATION

PULL-UP BARS

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COMMUNICATIONS SITE DEMOLITION PLAN

1" = 20'

1. LOCAL TELEPHONE COMPANY TO DISCONNECT CABLE PRIOR TO

DEMOLITION AND REMOVAL. DEMOLISH OSP FIBER FROM SERVICE

PROVIDER POINT OF CONNECTION (SPPOC) TO THE TRAINING

BUILDING DEMARCATION EQUIPMENT LOCATED IN THE EXISTING

TELECOMMUNICATION EQUIPMENT ROOM (TER). EXISTING DUCT

BANK SHALL REMAIN OUTSIDE WHERE NOT INDICATED AS

DEMOLISHED.

2. FIBER SPPOC HANDHOLE. COORDINATE DISCONNECTION OF

EXISTING FIBER WITH LOCAL TELEPHONE COMPANY.

3. DEMOLISH OSP COPPER CABLING TO PROPERTY LINE. LOCAL

TELEPHONE COMPANY TO DISCONNECT CABLE PRIOR TO

DEMOLITION.

4. COPPER SPPOC PEDESTAL. COORDINATE DISCONNECTION OF

EXISTING COPPER WITH LOCAL TELEPHONE COMPANY.

5. ABANDONED CABLE TV (CATV) SERVICE. DEMOLITION OF CABLING,

FITTINGS, AND TERMINATIONS FROM PROPERTY LINE TO POINT

OF BUILDING ENTRY BY THE UTILITY. DEMOLISH ALL INTERIOR

CATV CABLING, FITTINGS, TERMINATIONS, AND BOXES.

6. FIELD VERIFY ROUTING OF EXISTING COMMUNICATIONS TO THE

MOTOR VEHICLE STORAGE SHED AND DEMOLISH IN ITS ENTIRETY.

IF UNDERGROUND, CUT PAVEMENT AND REMOVE DUCTS AND

CABLING AS NEEDED. REFER TO CIVIL DEMOLITION PLANS FOR

ADDITIONAL INFORMATION. REFER TO T-101 FOR PRELIMINARY

ROUTING TO NEW COMMUNICATIONS.

7. EXISTING SERVICE PROVIDER OWNED HANDHOLE. PROTECT

DURING DEMOLITION.

8. EXISTING FIBER DUCT BANK SHALL BE DEMOLISHED FROM

TRAINING BUILDING TO LOCATION DESIGNATED FOR

INSTALLATION OF NEW SPPOC HANDHOLE. COORDINATE

LOCATION OF HANDHOLE WITH SERVICE PROVIDER. GENERAL

INTENT IS FOR NEW HANDHOLE TO BE LOCATED NEAR PROPERTY

LINE.

SHEET KEYNOTES

GENERAL SHEET NOTES

1. EQUIPMENT REMOVAL WORK NOTES ARE FOR REFERENCE ONLY.

CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND

LOCATIONS. DESIGN REMOVAL WORK PER THE DETAILED SCOPE

OF WORK IN THE SPECIFICATIONS AND HEREIN DESCRIBED.

2. SPECIAL CARE SHALL BE TAKEN TO AVOID DAMAGING EXISTING

UTILITIES (WATER, SEWER, POWER, GAS, COMMUNICATIONS, ETC.)

NOTED AS EXISTING TO REMAIN. CONTRACTOR SHALL BE

RESPONSIBLE FOR IDENTIFYING AND LOCATING ALL EXISTING

SITE UTILITIES (OVERHEAD AND UNDERGROUND) IN AREAS OF

EXCAVATION AND/OR DRILLING. NO ADDITIONAL COMPENSATION

SHALL BE GIVEN FOR REPAIRS REQUIRED FOR ANY INCIDENTAL

DAMAGES, WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR’S

FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND

UTILITIES. SUCH DAMAGES (IF HAPPENED) SHALL BE REPAIRED

IMMEDIATELY TO RESUME SERVICES AT NO ADDITIONAL COST TO

THE GOVERNMENT.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH

THE LOCAL TELEPHONE COMPANY IN THE REMOVAL OF ANY

SERVICES NOTED AS DEMOLISHED. ANY SYSTEMS NOT REMOVED

BY THE LOCAL TELEPHONE COMPANY ARE THE CONTRACTORS

RESPONSIBILITY TO REMOVE.

4. REFER TO DEMOLITION FLOOR PLAN AD101 FOR INFORMATION ON

INTERIOR TELECOMMUNICATIONS DEMOLITION WORK.

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1" = 40'

1. FIBER AND COPPER BUILDING ENTRY POINT.

2. NEW LOCAL TELEPHONE COMPANY'S SERVICE PROVIDER POINT

OF CONNECTION (SPPOC). DESIGNER OF RECORD SHALL

COORDINATE WITH TELEPHONE COMPANY FOR LOCATING, SIZING,

AND CONNECTING HANDHOLE TO EXISTING DUCT BANK. GENERAL

INTENT IS FOR NEW SPPOC TO BE LOCATED ON THE PROPERTY

LINE. COORDINATE CONNECTION OF NEW OSP DUCT BANK WITH

SERVICE PROVIDER.

3. COPPER AND FIBER OSP DUCT BANK. PROVIDE TWO (2) FOUR (4)

INCH CONDUITS. CONCRETE ENCASED IN ACCORDANCE WITH I3A

REQUIREMENTS.

4. DUCT BANK FROM TRAINING BUILDING TER TO MOTOR VEHICLE

STORAGE SHED EXISTING TELECOMMUNICATIONS EQUIPMENT

(TE). DUCT BANK SHALL CONSIST OF TWO (2) FOUR (4)-INCH,

CONCRETE-ENCASED CONDUITS. PROVIDE INNERDUCT IN ONE OF

THE TWO CONDUITS. PROVIDE A MINIMUM OF 12-STRAND SMFO

OSP CABLE AND 25-PAIR COPPER FROM THE TRAINING BUILDING

TER TO THE STORAGE SHED EXISTING TE.

5. EXISTING MOTOR VEHICLE STORAGE SHED TE.

TELECOMMUNICATIONS DUCT SHALL ENTER STORAGE SHED AT

THE SAME LOCATION AS THE EXISTING BUILDING ENTRY. FIELD

VERIFY BUILDING ENTRY LOCATION. PROVIDE NEMA 3R

ENCLOSURE ON EXTERIOR OF BUILDING AS NEEDED. PROVIDE

RMC CONDUIT ABOVE GRADE AS NEEDED TO EXTEND FROM THE

BUILDING ENTRY POINT TO THE EXISTING TE.

6. EXISTING TELEPHONE COMPANY HANDHOLE. DO NOT DISTURB

DURING CONSTRUCTION.

7. EXISTING TELEPHONE COMPANY DUCT BANK. DO NOT DISTURB

DURING CONSTRUCTION.

SHEET KEYNOTES

GENERAL SHEET NOTES

1. EQUIPMENT NEW WORK NOTES ARE FOR REFERENCE ONLY.

CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND

LOCATIONS. DESIGN NEW WORK PER THE DETAILED SCOPE OF

WORK IN THE SPECIFICATIONS AND HEREIN DESCRIBED.

2. SPECIAL CARE SHALL BE TAKEN TO AVOID DAMAGING EXISTING

UTILITIES (WATER, SEWER, POWER, GAS, COMMUNICATIONS, ETC.)

NOTED AS EXISTING TO REMAIN. CONTRACTOR SHALL BE

RESPONSIBLE FOR IDENTIFYING AND LOCATING ALL EXISTING SITE

UTILITIES (OVERHEAD AND UNDERGROUND) IN AREAS OF

EXCAVATION AND/OR DRILLING. NO ADDITIONAL COMPENSATION

SHALL BE GIVEN FOR REPAIRS REQUIRED FOR ANY INCIDENTAL

DAMAGES, WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR’S

FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND

UTILITIES. SUCH DAMAGES (IF HAPPENED) SHALL BE REPAIRED

IMMEDIATELY TO RESUME SERVICES AT NO ADDITIONAL COST TO

THE GOVERNMENT.

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AutoCAD SHX Text

Sheets

AD101 - CONCEPT DEMOLITION FLOOR PLAN

AE101 - CONCEPT FLOOR PLAN

G-001 - COVER SHEET

G-002.pdf

Sheets and Views

G-002

VF101.pdf

Sheets and Views

VF101

CD101.pdf

Sheets and Views

CD101

CS101.pdf

Sheets and Views

CS101

CG101.pdf

Sheets and Views

CG101

CU101.pdf

Sheets and Views

CU101

E&T Sheets - Manitowoc RFP.pdf

ED101 - Electrical Site Demolition Plan-E-1 ELECTRICAL & COMMUNICATIONS SITE DEMOLITION PLAN

E-1 ELECTRICAL & COMMUNICATIONS SITE DEMOLITION PLAN

E-101 - Electrical Site Plan-E-101 ELECTRICAL & COMMUNICATIONS SITE PLAN

E-101 ELECTRICAL & COMMUNICATIONS SITE PLAN

E-601 - One-Line Diagram-E-1 ELECTRICAL & COMMUNICATIONS SITE DEMOLITION PLAN

E-1 ELECTRICAL & COMMUNICATIONS SITE DEMOLITION PLAN

TD101 - Telecommunications Site Demolition Plan-E-1 ELECTRICAL & COMMUNICATIONS SITE DEMOLITION PLAN

E-1 ELECTRICAL & COMMUNICATIONS SITE DEMOLITION PLAN

T-101 - Telecommunications Site Plan-E-101 ELECTRICAL & COMMUNICATIONS SITE PLAN

E-101 ELECTRICAL & COMMUNICATIONS SITE PLAN

File details come from the government source that posted it. Updated Apr 6, 2021.