W912QR20R0028Plans-0002.pdf

PDF 12 MB Posted May 14, 2020

Attached to: Desgin/Build Full Facility Restoration for the Charlotte, NC ARC
Solicitation number: W912QR20R0028
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This is a Request for Proposal (RFP) from the U.S. Army Corps of Engineers Louisville District for design-build full facility restoration services at an Army Reserve Center in Charlotte, NC. The RFP scope includes three training buildings totaling approximately 70,000 SF and an Area Maintenance Support Activity building of approximately 8,000 SF. Supporting facilities include site work, utilities, and security measures. Proposals will be evaluated using a two-phase best value tradeoff process. The contract type is firm-fixed-price. This is a full and open competitive procurement.

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File	Type	Posted
W912QR20R0028-0005.pdf	PDF	Jun 17, 2020
W912QR20R0028-0004.pdf	PDF	Jun 10, 2020
W912QR20R0028Photos-0003.pdf	PDF	Jun 2, 2020
W912QR20R0028-0003.pdf	PDF	Jun 2, 2020
W912QR20R0028Specs_Vol1B-0002.pdf	PDF	May 14, 2020
W912QR20R0028Specs_Vol2-0002.pdf	PDF	May 14, 2020
W912QR20R0028Specs_Vol1A-0002.pdf	PDF	May 14, 2020
W912QR20R0028-0001.pdf	PDF	Mar 20, 2020
Feb 20 FFR Charlotte NC ARC Charlotte DOT JA_Redacted.pdf	PDF	Feb 24, 2020
W912QR20R0028-0000.pdf	PDF	Feb 24, 2020
Feb 20 FFR Charlotte NC ARC Charlotte Water JA_Redacted.pdf	PDF	Feb 24, 2020
Feb 20 FFR Charlotte NC ARC NCDENR JA_REDACTED.pdf	PDF	Feb 24, 2020

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EVS, INC.

CIVIL

10025 VALLEY VIEW ROAD, SUITE 140

EDEN PRAIRIE, MINNESOTA 55344

VAA, LLC.

STRUCTURAL

2300 BERKSHIRE LANE NORTH, SUITE 200

PLYMOUTH, MINNESOTA 55441

GAUSMAN & MOORE

MECHANICAL / ELECTRICAL

700 ROSEDALE TOWERS

1700 WEST HIGHWAY 36

ST. PAUL, MINNESOTA 55113

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

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D R

A W

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N E

D B

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2 3 4 5 6 7 8 9 10

D A

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US Army Corps of Engineers ®

SOLICITATION NO. :

ISSUE DATE :

M A

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1220 Marshall Street NE

Minneapolis, MN 55413-1036

612.677.7100

612.677.7499 fax www.rsparch.com

RSP Architects, Ltd.

PROJECT NUMBER :

FISCAL YEAR :

P2 :

P N

F Y

473765

G-001

C O

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D/B RFP CERTIFIED FINAL SUBMITTAL

A R

M Y

R E

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Louisville District

CHARLOTTE, NORTH CAROLINA

ARMY RESERVE CENTER

W912QR20R0028

10 APRIL 2020

D/B RFP CERTIFIED FINAL SUBMITTAL

92600

SHEET INDEX

SHEET NO. TITLE

GENERAL

G-001 COVER SHEET AND DRAWING INDEX

GR100 EXISTING SITE AERIAL IMAGE

CIVIL

CD101 DEMOLITION SITE PLAN

CS101 SITE PLAN LAYOUT

CG101 SITE GRADING AND DRAINAGE PLAN

CP101 SITE PAVING PLAN

CU101 SITE UTILITY PLAN

ARCHITECTURAL

AD-100 BUILDING 1300 AND BUILDING 1324 - DEMOLITION PLANS

AD-120 ADMINISTRATION BUILDING 1330 - DEMOLITION PLANS

AD-130 TRANING CENTER BUILDING 1412 - FIRST FLOOR DEMOLITION PLAN

AD-131 TRAINING CENTER BUILDING 1412 - SECOND FLOOR DEMOLITION PLAN

A-100 BUILDING 1300 & BUILDING 1324 FLOOR PLANS

A-120 ADMINISTRATION BUILDING 1330 - FLOOR PLANS

A-130 TRAINING CENTER BUILDING 1412 - FIRST FLOOR PLAN

A-131 TRAINING CENTER BUILDING 1412 - SECOND FLOOR PLAN

A-132 BUILDING 1412 - KITCHEN EQUIPMENT PLAN

INTERIOR DESIGN

IF001 FURNITURE LEGEND - FOR REFERENCE ONLY

IF002 FURNITURE LEGEND - FOR REFERENCE ONLY

IF100 BUILDING 1300 & 1324 - FURNITURE & UNIT PLANS - FOR REFERENCE ONLY

IF120 BUILDING 1330 - FURNITURE & UNIT PLANS- FOR REFERENCE ONLY

IF130 BUILDING 1412 - FIRST FLOOR FURNITURE & UNIT PLAN- FOR REFERENCE ONLY

IF131 BUILDING 1412 - SECOND FLOOR FURNITURE & UNIT PLAN- FOR REFERENCE ONLY

VICINITY MAP LOCATION MAP 2018 GOOGLE2018 BING

W E

S T

O V

E R

S T

MCCLINTOCK RDPROJECT SITE

LOCATION MAP

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

2Q R

-0

14 May 2020

W912QR20R0028

AMSA

BUILDING 1324

POV AREA #3

RPX AMSA -

UNDER CONSTRUCTION

MEP AREA #4 - UNDER

CONSTRUCTION

MEP AREA #3MEP AREA #2MEP AREA #1 -

UNDER

CONSTRUCTION

UHS #1

UHS #2

POV AREA #2

POV AREA #1-

UNDER

CONSTRUCTION

WAREHOUSE

BUILDING 1412A

TRAINING CENTER

BUILDING 1412

TRAINING CENTER

BUILDING 1330

TRAINING

CENTER

BUILDING 1300

POV AREA #4

POV AREA #5 -

UNDER

CONSTRUCTION

WESTOVER STREET

M C

C L

T O

C K

R D

C E

N T

R A

L A

V E

POV AREA #6 -

UNDER

CONSTRUCTION

US Army Corps of Engineers ®

SHEET ID

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GR100

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L I M

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1" = 50'-0"GR100

EXISTING SITE AERIAL IMAGE1

TRUE

NORTH

0' 25'-0" 50'-0" 100'-0" 150'-0"

Photo 1

P h o to

Photo 3

Photo 4

Photo 5

Photo 6

P hoto 7

P h o to

Photo 9

P ho to

1. AERIAL IMAGE COPYRIGHT OF GOOGLE.

2. REFER TO RFP SECTION 01 02 00.00 28 ATTACHMENT D, FOR PHOTOS OF THE EXISTING SITE.

P hoto 11

Photo 12

P ho to

P hoto 16

P h o t o

Photo 14

Photo 18

Photo 19Photo 20

P h o to

P ho to

Photo 23 Photo 24

Photo 25

Photo 26

P h o to

Photo 29

Photo 28

P h o to

Photo 31

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

2Q R

-0

NO PARKING NO PARKINGNO PARKING

P A

R K

NO PARKING

O OO O O O OO O O O O O O O O

O O

O OO O O O O O O O O O

O O

O X

X X

X XX X X X X X X X X X X X X X X X

X X

X XX X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X

X X

X XX X X X X

O O

R RR R R R R R

EXG AMSA

BUILDING 1324

POV AREA #3

RPX AMSA 1324A -

(N.I.C.)

MEP AREA #4 -

(N.I.C.)

MEP AREA #3MEP AREA #2MEP AREA #1

(N.I.C.)

EXG

UHS #1

(N.I.C.)

EXG

UHS #2

(N.I.C.)

POV AREA #2POV AREA #1

EXG

WAREHOUSE

BUILDING 1412A

(N.I.C.)

EXG

TRAINING CENTER

BUILDING 1412

EXG

TRAINING CENTER

BUILDING 1330

EXG TRAINING

CENTER

BUILDING 1300

POV AREA #4

POV AREA

(N.I.C.)

WESTOVER STREET

M C

C L

T O

C K

R D

C E

N T

R A

L A

V E

EXG

GATE #2

EXG

GATE #1

EXG GATE #3

EXG GATE #4

EXG MECH

ENCLOSURE

EXG BI-LEVEL

RAMP (N.I.C.).

POV

AREA #6

(N.I.C.)

EXG

MEP

GATE

EXG

MEP

GATE

A L

(N.I.C.) (N.I.C.)

(N.I.C.)

1 1

3A3A

GENERAL NOTES - SITE PLAN

A. THE RFP DRAWING SHEETS ARE BASED ON EXISTING BUILDING

DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS. REFER TO RFP SECTION 01 02 00.00 48

ATTACHMENT F, FOR EXISTING SITE DRAWINGS.

B. REFER TO RFP SECTION 01 02 00.00 28 ATTACHMENT D, FOR

PHOTOS OF THE EXISTING SITE.

C. REFER TO RFP SECTION 01 02 00.00 48 PART 5 FOR LANDSCAPE

REQUIREMENTS. TREES AND SHRUBS SHOWN ON PLANS ARE

APPROXIMATE AND DO NOT INCLUDE TREES FOR THE ENTIRE SITE.

D. FIELD VERIFY EXISTING PARKING CONFIGURATION AND DIMENSIONS

FOR REPLACMENT STRIPING AND PAVEMENT MARKINGS. ADJUST

PARKING CONFIGURATION AT NEW ACCESSIBLE PARKING AND AT

NEW CONCRETE PADS.

E. SEE CG101 FOR SITE GRADING AND CP101 FOR SITE PAVING.

F. SEE CS101, CG101, CP101, AND CU101 TO COORDINATE ALL

DEMOLITION ITEMS.

DEMOLITION SITE PLAN LEGEND

EXISTING

ORNAMENTAL FENCE

NEW SITE ELEMENT

EXISTING CHAINLINK

FENCE - NO WORK

EXISTING CHAINLINK FENCE -

WITH MODIFICATIONS

R R

X X

EXG BUILDING, RENOVATE

EXISTING

TREE

EXISTING

SHRUB

EXG SITE ELEMENT TO

DEMOLISH

US Army Corps of Engineers ®

SHEET ID

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P N

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CD101

D E

M O

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L A

C H

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L O

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1" = 50'-0"CD101

DEMOLITION SITE PLAN1

TRUE

NORTH

0' 25'-0" 50'-0" 100'-0" 150'-0"

KEYNOTES - DEMOLITION SITE PLAN

NO. DESCRIPTION

1 REMOVE EXISTING SIDEWALK

2 REMOVE EXISTING 12" HIGH BY 12" WIDE PERIMETER CURB AND

SLAB

2A REMOVE EXISTING CONCRETE SLAB

3 REMOVE EXISTING SHRUB(S)

3A REMOVE ALL EXISTING SHRUBS AND TREELIKE SHRUBS FROM

PERIMETER BED

5 TRIM EXISTING TREE AS DESCRIBED IN 01 02 00 00.48, PARAGRAPH

5.8.6

6 REMOVE EXISTING TREE

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

2Q R

-0

NO PARKING NO PARKINGNO PARKING

P A

R K

NO PARKING

O OO O O O OO O O O O O O O O

O O

O OO O O O O O O O O O

O O

O X

X X

X XX X X X X X X X X X X X X X X X

X X

X XX X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X

X X

X XX X X X X

O O

R RR R R R R R

EXG AMSA

BUILDING 1324

POV AREA #3

RPX AMSA 1324A -

(N.I.C.)

MEP AREA #4 -

(N.I.C.)

MEP AREA #3MEP AREA #2MEP AREA #1

(N.I.C.)

EXG

UHS #1

(N.I.C.)

EXG

UHS #2

(N.I.C.)

POV AREA #2POV AREA #1

EXG

WAREHOUSE

BUILDING 1412A

(N.I.C.)

EXG

TRAINING CENTER

BUILDING 1412

EXG

TRAINING CENTER

BUILDING 1330

EXG TRAINING

CENTER

BUILDING 1300

POV AREA #4

POV AREA

(N.I.C.)

WESTOVER STREET

M C

C L

T O

C K

R D

C E

N T

R A

L A

V E

EXG

GATE #2

EXG

GATE #1

EXG GATE #3

EXG GATE #4

EXG MECH

ENCLOSURE

EXG BI-LEVEL RAMP

(N.I.C.). SEE CP101 FOR

PAVEMENT WORK AT

RAMP.

1 1

10 11

POV

AREA #6

(N.I.C.)

EXG

MEP

GATE

EXG

MEP

GATE

A L

18181818

(N.I.C.) (N.I.C.)

(N.I.C.)

7A7A

GENERAL NOTES - SITE PLAN

A. THE RFP DRAWING SHEETS ARE BASED ON EXISTING BUILDING

DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS. REFER TO RFP SECTION 01 02 00.00 48

ATTACHMENT F, FOR EXISTING SITE DRAWINGS.

B. REFER TO RFP SECTION 01 02 00.00 28 ATTACHMENT D, FOR

PHOTOS OF THE EXISTING SITE.

C. REFER TO RFP SECTION 01 02 00.00 48 PART 5 FOR LANDSCAPE

REQUIREMENTS. TREES AND SHRUBS SHOWN ON PLANS ARE

APPROXIMATE AND DO NOT INCLUDE TREES FOR THE ENTIRE SITE.

D. FIELD VERIFY EXISTING PARKING CONFIGURATION AND DIMENSIONS

FOR REPLACMENT STRIPING AND PAVEMENT MARKINGS. ADJUST

PARKING CONFIGURATION AT NEW ACCESSIBLE PARKING AND AT

NEW CONCRETE PADS.

E. SEE CG101 FOR SITE GRADING AND CP101 FOR SITE PAVING.

F. SEE CS101, CG101, CP101, AND CU101 TO COORDINATE ALL

DEMOLITION ITEMS.

SITE PLAN LEGEND

EXISTING ORNAMENTAL FENCE

NEW SITE ELEMENT

EXISTING CHAINLINK

FENCE - NO WORK

EXISTING CHAINLINK FENCE -

WITH MODIFICATIONS

OR R

X X

EXG BUILDING, RENOVATE

EXISTING

TREE

EXISTING

SHRUB

US Army Corps of Engineers ®

SHEET ID

U S

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C O

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TRUE

NORTH

1" = 50'-0"CS101

SITE PLAN1

0' 25'-0" 50'-0" 100'-0" 150'-0"

KEYNOTES - SITE PLAN

NO. DESCRIPTION

1 EXISTING ORNAMENTAL FENCE

2 EXISTING 7 FT HIGH PLUS 1 FT OUTRIGGER CHAINLINK FENCE -

REPLACE FENCE FABRIC AND OUTRIGGERS BETWEEN EXISTING

POSTS

3 EXISTING CHAINLINK FENCE - NO WORK

4 NOT USED

5 CONCRETE APRON. ALIGN WITH NORTH WALL OF AMSA BUILDING

AND NORTH EDGE OF WASH PLATFORM. WEST EDGE OF APRON

TO BE 5' FROM FENCE LINE.

6 22' x 36' CONCRETE PAD AND APRON WITH SIX (6) 6" DIA

BOLLARDS FOR THREE (3) TRASH DUMPSTERS

7 CONCRETE SIDEWALK, 6' MINIMUM

7A CONCRETE SIDEWALK, MATCH EXISTING WIDTH

8 CONCRETE PAD FOR MOTORCYCLE PARKING

9 PREFABRICATED ARMS VAULT W/ CONCRETE APRON - SEE CIVIL

10 IF REQUIRED, PREFERRED LOCATION FOR WATER STORAGE

TANK W/CONCRETE APRON - SEE CIVIL

11 IF REQUIRED, PREFERRED LOCATION FOR FIRE SPRINKLER

PUMPHOUSE

12 EXISTING WALKWAY CANOPY SHOWN DASHED

13 PAINT EXISTING WASH PLATFORM

14 NOT USED

15 EXISTING UHS BUILDING

16 CONCRETE RAMP AND STEPS - SEE 3/A-100

17 NOT USED

18 PROVIDE TACTILE WARNING SURFACE AT EXISTING FLUSH

CONDITION OF SIDWALK AND PAVEMENT

19 MODIFY EXISTING SIDEWALK TO BE AN ACCESSIBLE ROUTE TO

DOOR INCLUDING WIDER SIDEWALK AT DOOR, CURB ACCESS

AND TACTILE WARNING SURFACE AT FLUSH CONDITION OF

SIDWALK AND PAVEMENT

20 MODIFY EXISTING SIDEWALK TO BE AN ACCESSIBLE ROUTE TO

DOOR INCLUDING WIDER SIDEWALK AT DOOR; RAMP AND STEPS;

CURB ACCESS AND TACTILE WARNING SURFACE AT FLUSH

CONDITION OF SIDWALK AND PAVEMENT

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

2Q R

-0

H P

I N

N O

P A

K I N

P A

R K

N O

P A

K I N

S S

POV AREA

MEP AREA

POV AREA

P O

V A

UHS #1

FFE=717.0'

UHS #2

FFE=718.9'

MEP AREA

1/2" IRON

REBAR FOUND

N 539,132.5483

E 1,461,065.4106

3/4" IRON

REBAR FOUND

3/4" IRON

REBAR FOUND

"X" CHISLED

IN CONCRETE

1/2" IRON

REBAR FOUND

1/2" IRON

REBAR FOUND

DISTURBED

1/2" IRON

REBAR FOUND

DISTURBED

3/4" IRON

REBAR FOUND

1/2" IRON

REBAR

FOUND

W M

WAREHOUSE

BUILDING 1412A

AMSA

BUILDING 1324

TRAINING CENTER

BUILDING 1412

TRAINING CENTER

BUILDING 1330

TRAINING

CENTER

BUILDING 1300

RPX AMSA - UNDER

CONSTRUCTION

E N

T R

A L

V E

E S

T O

V E

S T

E E

EX CB

RIM. 729.9

INV. 728.68

EX CB

RIM. 727.5

INV. 723.5

CONCRETE APRON

STORM

SEWER

CONCRETE RAMP

AND STEPS

STORM SEWER

CONCRETE RAMP

AND STEPS

US Army Corps of Engineers ®

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D/B RFP CERTIFIED FINAL SUBMITTAL

A R

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CG101

S I T

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SCALE IN FEET

0 50 100

LEGEND

EXISTING MAJOR CONTOURS

EXISTING STORM SEWER

STORM SEWER

STORM CATCH BASIN / MANHOLE

FLOW DIRECTION FOR ON SITE DRAINAGE

GENERAL NOTES:

1. SEE RFP SECTION 01 02 00, PART 3 FOR DESIGN REQUIREMENTS.

2. GENERAL DRAINAGE PATTERN SHOWN IS CONCEPTUAL.

DRAINAGE DESIGN TO INCORPORATE STORM SEWER, CATCH

BASINS, MANHOLES, CULVERTS, CHANNELS, CURBS, EROSION

CONTROL MEASURES BOTH TEMPORARY AND PERMANENT.

3. CONTRACTOR'S PROPOSED DESIGN SHALL IDENTIFY CONFLICTS

WITH EXISTING PAVING, UTILITIES, STRUCTURES, LANDSCAPING,

ETC., AND THE CONTRACTOR'S BID SHALL INCLUDE COSTS

ASSOCIATED WITH REMOVING, REPLACING, AND RELOCATING

THOSE ITEMS AS NECESSARY.

4. CONTRACTOR'S BID SHALL INCLUDE CLEARING AND GRUBBING,

EXISTING PAVEMENT REMOVAL AND MISC DEMO NECESSARY FOR

PROPOSED CONSTRUCTION.

5. REFER TO RFP SECTION 01 02 00 ATTACHMENTS FOR RECORD

DRAWINGS. THIS PLAN SHEET DOES NOT SHOW ALL EXISTING

INFORMATION. CONTRACTOR SHALL RECONCILE THE

INFORMATION IN THE RECORD DRAWINGS WITH THE PROPOSED

WORK AND INCLUDE ALL COSTS IN THEIR PROPOSAL.

GROUND COVER ESTABLISHMENT AND LANDSCAPE NOTES:

1. THESE NOTES APPLY TO ALL NON-PAVED AREAS THAT ARE

DISTURBED BY THE CONTRACTOR. THE LIMITS OF SEEDING ARE

DEPENDENT UPON THE CONTRACTOR'S DESIGN.

2. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR

WITH EXISTING CONDITIONS RELATING TO THE NATURE AND

SCOPE OF WORK.

3. CONTRACTOR SHALL PROTECT EXISTING ROADS,

CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS

DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL

BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF

UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE

NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION

BEGINS.

5. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE

CONDITIONS WHICH MIGHT NEGATIVELY AFFECT GROUND COVER

ESTABLISHMENT OR SURVIVAL. UNDESIRABLE SITE CONDITIONS

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER PRIOR TO BEGINNING OF WORK.

6. CONTRACTOR SHALL FIELD VERIFY AND SEED AREAS DISTURBED

DUE TO CONSTRUCTION ACTIVITIES PER PART 5 OF RFP SECTION

01 02 00 UNLESS SPECIFIED OTHERWISE.

7. SEEDED AREAS TO RECEIVE MINIMUM OF 4" TOPSOIL.

8. WHERE SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SEED

SHALL BE HELD 1" BELOW PAVED SURFACE ELEVATION.

9. NO FERTILIZERS SHALL BE USED IN TURF ESTABLISHMENT OR

MAINTENANCE OPERATIONS.

10. SEE RFP SECTION 01 02 00, PART 5 FOR DESIGN REQUIREMENTS.

KEY NOTES:

1. GRADE AREAS TO DRAIN TO CATCH BASIN / MANHOLES.

2. REVISE GRADE OR PROVIDE CURBS TO DIVERT SURFACE

DRAINAGE FROM ENTERING EXPOSED STAIRWELLS.

3. REMOVE EXISTING CURB AND PAVEMENT. RE-GRADE AS

NECESSARY TO PROVIDE ACCESSIBLE PARKING, RAMPS, AND

SIDEWALK.

4. REVISE GRADES TO FACILITATE LOADING/UNLOADING AT EXISTING

RAMP.

5. FILL IN EXISTING LOW AREA AT FENCE LINE.

6. REMOVE ABANDONED UTILITY VAULT AND BACKFILL

SURROUNDING GRADES.

I M

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

2Q R

-0

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N 58°40'20" E 189.72' (GRID) COMBINED S.F. 0.99984337

AutoCAD SHX Text

S 82°34'54" E 375.15' TO 3/4" IRON REBAR

AutoCAD SHX Text S 07°50'26" W 3.78'

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ENGINEERING

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ENVIRONMENTAL

AutoCAD SHX Text 10025 Valley View Rd., Suite 140

AutoCAD SHX Text Eden Prairie, MN 55344-3531

G M

S S

POV AREA

MEP AREA

POV AREA

P O

V A

UHS #1

FFE=717.0'

UHS #2

FFE=718.9'

MEP AREA

1/2" IRON

REBAR FOUND

N 539,132.5483

E 1,461,065.4106

3/4" IRON

REBAR FOUND

3/4" IRON

REBAR FOUND

"X" CHISLED

IN CONCRETE

1/2" IRON

REBAR FOUND

1/2" IRON

REBAR FOUND

DISTURBED

1/2" IRON

REBAR FOUND

DISTURBED

3/4" IRON

REBAR FOUND

1/2" IRON

REBAR

FOUND

W M

WAREHOUSE

BUILDING 1412A

AMSA

BUILDING 1324

TRAINING CENTER

BUILDING 1412

TRAINING CENTER

BUILDING 1330

TRAINING

CENTER

BUILDING 1300

RPX AMSA - UNDER

CONSTRUCTION

H P

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E E

CONCRETE

SIDEWALK

EXTENSION

EX PAVEMENT TO

REMAIN. (TYP.)

OPTIONAL BID ITEM 'E'

REMOVE AND REPLACE

PAVEMENT (TYP.)

REMOVE AND REPLACE

PAVEMENT. (TYP.)

SEE NOTE 6 (TYP.)

CONCRETE

SIDEWALK

CONCRETE

RAMP AND

STAIRS

SEE NOTE 8

PROVIDE CONCRETE

DRIVEWAY PER CITY

DETAIL ON THIS SHEET

PROVIDE CONCRETE

DRIVEWAY PER CITY

DETAIL ON THIS SHEET

CONCRETE

APRONS

CONCRETE APRON

REPLACE

CONCRETE

WALK

CONCRETE

APRON

PROTECT (3) EX.

CONCRETE SPEED

BUMPS

INSTALL (2) CONCRETE

SPEED BUMPS

OPTIONAL BID ITEM 'F'

REMOVE AND REPLACE

PAVEMENT (TYP.)

CONCRETE APRON

CONCRETE

APRON

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GENERAL NOTES:

LEGEND:

INCLUDE SUBBASE WORK PER CONTRACTORS GEOTECHNICAL ENGINEER RECOMMENDATIONS

AND REQUIREMENTS OF THIS RFP.

PAVEMENT TRENCHING AND REPLACEMENT FOR UTILITY INSTALLATIONS IS REQUIRED BASED

ON CONTRACTORS FINAL DESIGN AND IS INCIDENTAL TO THAT WORK.

CONCRETE PAVEMENT

CONCRETE SIDEWALK

SCALE IN FEET

0 50 100

PROTECT OR REPLACE EXISTING CURBING FOR PAVEMENT REPAIRS AND UTILITY WORK.

REFER TO RFP SECTION 01 02 00 ATTACHMENTS FOR RECORD DRAWINGS. THIS PLAN SHEET

DOES NOT SHOW ALL EXISTING INFORMATION. CONTRACTOR SHALL RECONCILE THE

INFORMATION IN THE RECORD DRAWINGS WITH THE PROPOSED WORK AND INCLUDE ALL COSTS

IN THEIR PROPOSAL.

BASE BID PAVING

SAW CUT AND REMOVE EXISTING ASPHALT AND

AGGREGATE BASE. RECOMPACT SUBGRADE AND

CONSTRUCT NEW AGGREGATE BASE AND ASPHALT

PAVEMENT.

OPTIONAL BID ITEM 'E' PAVING

SAW CUT AND REMOVE EXISTING ASPHALT AND

AGGREGATE BASE. RECOMPACT SUBGRADE AND

CONSTRUCT NEW AGGREGATE BASE AND ASPHALT

PAVEMENT.

REMOVE EXISTING CURB AND PAVEMENT. RE-GRADE AS NECESSARY TO PROVIDE ACCESSIBLE

PARKING, RAMPS, AND SIDEWALK.

REPLACE EMBEDDED GATE SENSORS IN KIND WITH PAVEMENT REPLACEMENT WORK.9.

COORDINATE WITH GRADING AND UTILITY DESIGNS FOR ADDITIONAL PAVEMENT REPLACEMENT.

AREAS OF PAVING SHOWN ARE CONCEPTUAL. AREAS MAY NEED ADJUSTMENT BASED ON

CONTRACTOR'S ACTUAL DESIGN.

SEE RFP SECTION 01 02 00.00 48, PART 3 FOR DESIGN REQUIREMENTS.

OPTIONAL BID ITEM 'F' PAVING

SAW CUT AND REMOVE EXISTING ASPHALT AND

AGGREGATE BASE. RECOMPACT SUBGRADE AND

CONSTRUCT NEW AGGREGATE BASE AND ASPHALT

PAVEMENT.

I M

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

2Q R

-0

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N 58°40'20" E 189.72' (GRID) COMBINED S.F. 0.99984337

AutoCAD SHX Text

S 82°34'54" E 375.15' TO 3/4" IRON REBAR

AutoCAD SHX Text S 07°50'26" W 3.78'

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text Y

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ENGINEERING

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SURVEYING

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text 10025 Valley View Rd., Suite 140

I N

N O

P A

K I N

N O

P A

K I N

P A

R K

POV AREA

MEP AREA

POV AREA

P O

V A

UHS #1

FFE=717.0'

UHS #2

FFE=718.9'

MEP AREA

1/2" IRON

REBAR FOUND

N 539,132.5483

E 1,461,065.4106

3/4" IRON

REBAR FOUND

3/4" IRON

REBAR FOUND

"X" CHISLED

IN CONCRETE

1/2" IRON

REBAR FOUND

1/2" IRON

REBAR FOUND

DISTURBED

1/2" IRON

REBAR FOUND

DISTURBED

3/4" IRON

REBAR FOUND

1/2" IRON

REBAR

FOUND

W M

WAREHOUSE

BUILDING 1412A

AMSA

BUILDING 1324

TRAINING CENTER

BUILDING 1412

TRAINING CENTER

BUILDING 1330

TRAINING

CENTER

BUILDING 1300

RPX AMSA - UNDER

CONSTRUCTION

E N

T R

A L

V E

E S

T O

V E

S T

E E

ARMS

VAULT

IF NECESSARY, PREFERRED

LOCATION FOR EXTERIOR FIRE

PROTECTION EQUIPMENT

CO 2

RIM = 719.9

INV= 715.25

CO 1

RIM = 716.54

INV =708.22

EX. MH

RIM = 713.45

INV = 704.74

CU101

S I T

T I L

I T

L A

A C

U N

A C

GENERAL NOTES:

1. SEE RFP SECTION 01 02 00 00 48 PART 3 FOR DESIGN REQUIREMENTS

2. CONTRACTOR'S BID SHALL INCLUDE REMOVING AND/OR RELOCATING EXISTING

UTILITIES IN CONFLICT WITH PROPOSED CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR IDENTIFYING CONFLICTS PRIOR TO BIDDING.

3. REPLACE LANDSCAPING AND PAVEMENT IN KIND FOR UTILITY WORK.

4. THIS PLAN ONLY REPRESENTS THE RUDIMENTARY PROPOSED IMPROVEMENTS

REQUIRED BY THIS PROJECT. OTHER RELOCATIONS, REMOVALS, AND

ADJUSTMENTS WILL BE REQUIRED FOR THE CONTRACTOR TO CONSTRUCT THE

PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN AND THOSE ARE CONSIDERED

INCIDENTAL TO THE WORK SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR THE

MEAN AND METHODS TO COMPLY WITH ALL RFP REQUIREMENTS.

5. COMPLY WITH REQUIREMENTS OF AND COORDINATE WITH THE UTILITY SERVICE

PROVIDERS.

SCALE IN FEET

0 50 100

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REFER TO RFP SECTION 01 02 00 ATTACHMENTS FOR RECORD DRAWINGS.

THIS PLAN SHEET DOES NOT SHOW ALL EXISTING INFORMATION.

CONTRACTOR SHALL RECONCILE THE INFORMATION IN THE RECORD

DRAWINGS WITH THE PROPOSED WORK AND INCLUDE ALL COSTS IN THEIR

PROPOSAL.

KEY NOTES:

1. REMOVE EXISTING PRIVATE FIRE HYDRANT AND REPLACE WITH NEW HYDRANT.

2. CONNECT TO EXISTING 6" PRIVATE WATER MAIN AND PROVIDE PIPE SIZE

INCREASER FOR 8" WATER MAIN LOOP THROUGH THE SITE BETWEEN CONNECTION

POINTS. PROVIDE NEW PRIVATE FIRE HYDRANTS ON SITE TO MEET RFP

REQUIREMENTS. PROVIDE GATE VALVES AT EACH CONNECTION TO EXISTING

WATER MAIN.

3. CONNECT TO EXISTING 6" PRIVATE WATER MAIN TO SERVE FIRE PUMP IF

NECCESSARY. EXTEND FIRE SERVICE WATER MAIN FROM PUMP TO BUILDINGS 1324,

1330, AND 1412.

4. EXTEND FIRE SERVICE PIPING TO BUILDING. PROVIDE POST INDICATOR VALVE,

ISOLATION VALVES, AND FIRE DEPARTMENT CONNECTIONS PER RFP

REQUIREMENTS.

5. REMOVE EXISTING GREASE TRAP AND REPLACE WITH NEW GREASE TRAP.

6. CUT AND CAP EXISTING SANITARY SEWER LINE NEAR PROPERTY LINE.

7. REPLACE EXISTING CLEANOUT WITH SANITARY SEWER MANHOLE. THIS MANHOLE

WILL BE THE TIE IN POINT FOR ALL REROUTED SEWER LINES ONSITE.

8. COORDINATE WITH THE CITY OF CHARLOTTE. THE CITY WILL REPLACE THE

EXISTING 6” SEWER PIPE IN THE RIGHT OF WAY WITH AN 8” SEWER PIPE. THE

CONTRACTOR SHALL TIE THE 8” SEWER PIPE FROM THE RIGHT OF WAY INTO THE

UPSTREAM MANHOLE.

9. PROTECT EXISTING SANITARY SEWER SERVING THE RPX AMSA. MAINTAIN SERVICE

THROUGHOUT CONSTRUCTION.

10. THE EXISTING SANITARY SEWER SYSTEMS FOR BUILDINGS 1300, 1324, 1330 AND

1412 SHALL BE REROUTED TO THE MANHOLE SHOWN IN KEYNOTE 7. THE EXISTING

SEWER PIPING SHALL BE REMOVED OR ABANDONED IN PLACE BY FILLING PIPES

WITH FLOWABLE FILL. THE EXISTING SANITARY SEWER CLEANOUTS, MANHOLES

AND OTHER STRUCTURES SHALL BE REMOVED AND BACKFILLED. NO EXISTING

SEWER STRUCTURES SHALL BE REUSED FOR THESE BUILDINGS. ROUTE BUILDING

SEWER SERVICES USING ALL NEW PIPING AND STRUCTURES FROM THE BUILDINGS

TO THE CONNECTION MANHOLE SHOWN IN KEYNOTE 7 ACCORDING TO

SPECIFICATION REQUIREMENTS.

I M

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

2Q R

-0

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N 58°40'20" E 189.72' (GRID) COMBINED S.F. 0.99984337

AutoCAD SHX Text

S 82°34'54" E 375.15' TO 3/4" IRON REBAR

AutoCAD SHX Text S 07°50'26" W 3.78'

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

SURVEYING

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text 10025 Valley View Rd., Suite 140

MECH

DISTANCE

LEARNING

CENTER

STORAGE

CLASSROOM

JANITOR

OFFICE

DISTANCE

LEARNING

CENTER

111OFFICE

MECH

VESTIBULE

WOMENS

MENS

MECH

SIPRNET CAFE

5A 3A

1D 1D

8C8B

11A

11B

11D

1D 3A

12A

12A 12C

14A14A14A 14A 14A14A

14A

14A 14A 14A

14A

9E7F 2C

2A2A2A2A

10A

10B

11C

7A 7A 7A7C7A

9C 7B9C

AD-100

EXISTING AIR

COMPRESSOR

ENCLOSURE

14B

14C

14D

14C

14D

14B

4C 4C

BATTERY

STORAGE

MECH

TOOLS

OFFICE

LOCKER ROOM

UNISEX

CORRIDOR

WORK ROOM

TOOL STORAGE

109B

OFFICE

109A

MAINTANANCE

BAYS

FLAMMABLE

STORAGE

BREAK ROOM

CORRIDOR

CONTROL WASTE

PUMP ROOM

DEMOLITION PLAN LEGEND

EXISTING

PARTITION TO

REMAIN

EXISTING

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

EXISTING DOOR, FRAME,

AND ASSOCIATED

HARDWARE TO BE

REMOVED

GENERAL NOTES - BUILDING 1300 AND

1324 DEMOLITION PLAN

A. REFER TO SPECIFICATION SECTION 01 02 00.00 48 PART 1 FOR

ADDITIONAL INFORMATION.

B. NOT ALL KEYNOTES ARE USED ON EACH SHEET.

C. BUILDING 1300: REMOVE VCT FLOORING, WALL BASE, AND ACT

CEILING UNLESS NOTED OTHERWISE.

D. BUILDING 1300: PARTITIONS ARE CMU UNLESS NOTED OTHERWISE.

E. BUILDING 1300: REMOVE ALL ALUMINUM WINDOWS AND

STOREFRONT ENTRY SYSTEMS FOR REPLACEMENT.

F. BUILDING 1324: PARTITIONS ARE 9' HIGH CMU UNLESS NOTED

OTHERWISE.

5B 5B 5B 5B 5B

US Army Corps of Engineers ®

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TRUE

NORTH

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

13C REMOVE 1/4" STEEL PLATES THAT ARE WELDED AND

BOLTED TO THE CONCRETE FLOOR

14A ASBESTOS CONTAINING MATERIAL (ACM) IN GLAZING

PUTTY

14B ASBESTOS CONTAINING MATERIAL (ACM) IN CAULK AT

FLOOR EXPANSION JOINTS

14C ASBESTOS CONTAINING MATERIAL (ACM) IN FLOOR TILE

14D ASBESTOS CONTAINING MATERIAL (ACM) IN FLOOR

ADHESIVE

14E ASBESTOS CONTAINING MATERIAL (ACM) IN DOOR

30 REMOVE PUMP ROOM AND ALL ASSOCIATED EQUIPMENT

31 NO WORK THIS ROOM

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

8D REMOVE PERIMETER CURTAINS

8E REMOVE WD PLATFORM

8F REMOVE FULL-HEIGHT MIRROR

8G REMOVE BENCH

9A REMOVE VCT FLOORING

9B REMOVE CARPET FLOORING

9C REMOVE TILE FLOORING & TILE BASE

9D REMOVE RUBBER FLOORING

9E REMOVE CARPET FLOORING AROUND EXISTING IT RACKS

10A REMOVE METAL LOCKERS

10B REMOVE ICE MACHINE

10C REMOVE CASEWORK, UPPERS AND LOWERS

11A REMOVE ACOUSTIC WALL PANELS AT ROOM PERIMETER

11B REMOVE TACKBOARD

11C REMOVE KEYTRAX CABINET, SAVE FOR RE-INSTALLATION

11D REMOVE DISPLAY CASE

12A REMOVE HANDRAILS AT EXISTING STAIR

12B REMOVE METAL SHIP'S LADDER

12C REMOVE GUARDRAIL

13A REMOVE STEEL VAULT DOOR

13B REMOVE 3/4" PLYWOOD AND 3/16" THICK EXPANED METAL

FROM WALLS

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

4D REMOVE WASH BASIN, MIRROR, AND ACCESSORIES

4E REMOVE SINK

5A REMOVE ALUM STOREFRONT SYSTEM

5B REMOVE METAL CLERESTORY WINDOW

5C REMOVE METAL LOUVER

6A CUT OPENING IN EXISTING STRUCTURAL CONCRETE

SLAB FOR NEW MECHANICAL SHAFT

6B REMOVE CONC SLAB THROUGHOUT MAINTENANCE BAY

6C CUT OPENING IN EXISTING STRUCTURAL SLAB AND

REMOVE STEEL FRAMING FOR ELEVATOR OPENING

6D CUT OPENING IN CONCRETE SLAB FOR ELEVATOR

OPENING/PIT

7A REMOVE ACT CEILING

7B REMOVE GYP BD CEILING

7C REMOVE CONCRETE LID AND STEEL STRUCTURE ABOVE

7D REMOVE GYP BD & METAL STUD SOFFIT

7E GYPSUM BOARD CEIILING TO REMAIN, REMOVE ALL

CEILING MOUNTED FIXTURES

7F REMOVE PROJECTION SCREEN

8A REMOVE WALL TILE

8B REMOVE PERIMETER CHAIR RAIL

8C REMOVE PERIMETER WALLCOVERING

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

1A REMOVE FULL HEIGHT CMU PARTITION

1B REMOVE FULL HEIGHT GYP BD & MTL STUD PARTITION

1C REMOVE WD FRAMED GLAZED PARTITION

1D REMOVE GYP BD FURRING AT EXISTING WINDOW

1E REMOVE GYP BD & MTL STUD PARTITION

1F REMOVE FACE BRICK, GYP BD & MTL STUD PARTITION

1G REMOVE METAL CAGE PARTITION

1H REMOVE GLAZED HM FRAME PARTITION

1J REMOVE FACE BRICK

1K EXISTING PARTIAL HEIGHT WALL

2A REMOVE SECTIONAL OVERHEAD DOOR AND ASSOCIATED

TRACK

2B REMOVE OVERHEAD COILING DOOR AND ASSOCIATED

TRACK

2C REMOVE OPERABLE PARTITION

3A NEW OPENING IN CMU BEARING WALL

3C NEW WINDOW OPENING IN EXTERIOR CMU AND BRICK

BEARING WALL

4A REMOVE ALL PLUMBING FIXTURES, PARTITIONS AND

RESTROOM ACCESSORIES

4B REMOVE DRINKING FOUNTAIN

4C REMOVE EYE WASH STATION

3/32" = 1'-0"AD-100

BUILDING 1300 - BASEMENT

DEMOLITION PLAN3

3/32" = 1'-0"AD-100

BUILDING 1300 - FIRST FLOOR DEMOLITION PLAN1

3/32" = 1'-0"AD-100

BUILDING 1324 - DEMOLITION PLAN2

0' 5'-4" 10'-8" 21'-4" 32'-0"

TRUE

NORTH

0' 5'-4" 10'-8" 21'-4" 32'-0"

TRUE

NORTH

N 0' 5'-4" 10'-8" 21'-4" 32'-0"

3/32" = 1'-0"AD-100

BUILDING 1324 - CLERESTORY DEMOLITION PLAN4

TRUE

NORTH

N 0' 5'-4" 10'-8" 21'-4" 32'-0"

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

2Q R

-0

UP UP

DN DN

11D

4A 7B

9C7B

MECH CHASE

1B 1B

4A 7B 9C

1B 1B

1F1F

12A

14D

14D 14D 14D14D 14D 14D 14D 14D

14D 14D 14D

14D 14D

14D 14D 14D

14D

14D 14D

14D

14D 14D

14D

14D 14D

14A14A14A

14A 14A 14A

14A

14A 14A

14A

VESTIBULE

OPEN OFFICE

OFFICE

MEN'S

WOMEN'S

OFFICE

VESTIBULE

EXECUTIVE

LOBBY

OFFICE

VESTIBULE

OFFICE

101A

OFFICE

102A

MAILROOM

VESTIBULE

STAIR

OFFICE

JAN

ELEC

COPY/VENDING

125A

125B

OFFICE

STAIR

LOBBY

12B

4B 4A 7B

12A12A

MECH CHASE

4A 7B 9C

1B 1B

1B1B

9A7B 7E

14D

14D14D14D 14D

14D

14D 14D

14D

14D 14D 14D 14D 14D

14D

14E

14E 14E

14E

14A 14A 14A 14A 14A

OFFICE

OPEN OFFICE

OFFICE

ELEC

OPEN OFFICE

STORAGE

MENS

WOMENS

TER

OFFICE

207 OFFICE

OFFICE

STAIRS

STORAGE

STAIRS

MECHANICAL

DEMOLITION PLAN LEGEND

EXISTING

PARTITION TO

REMAIN

EXISTING

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

EXISTING DOOR, FRAME,

AND ASSOCIATED

HARDWARE TO BE

REMOVED

GENERAL NOTES - BUILDING 1330

DEMOLITION PLAN

A. REFER TO SPECIFICATION SECTION 01 02 00.00 48 PART 1 FOR

ADDITIONAL INFORMATION

B. NOT ALL KEYNOTES ARE USED ON EACH SHEET.

C. BUILDING 1330: REMOVE ACT CEILING, CARPET FLOORING, AND

WALL BASE COMPLETE UNLESS NOTED OTHERWISE.

D. BUILDING 1330: REMOVE ALL ALUMINUM CURTAINWALL AND ENTRY

SYSTEMS FOR REPLACEMENT.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

M a rs h a ll S tr e e t

N E

M in n e a p o li s

M N

-1

.7 f a x w w w .r s p a rc h .c o m

R S

P A rc h it e c ts

L td

P N

F Y

AD-120

A D

R A

N B

D E

M O

P L A

N S

C H

A R

L O

T T

E N

O R

T H

C A

R O

A L o u is v ill e D is tr ic t

K N

E B

R A

S K

K N

E B

R A

S K

D N

O R

B A

C K

M N

E L

S O

A P

Q R

D/B RFP CERTIFIED FINAL SUBMITTAL

A R

M Y

R E

S E

R V

E C

E N

T E

3/32" = 1'-0"AD-120

BUILDING 1330 - FIRST FLOOR DEMOLITION PLAN1

TRUE

NORTH

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

13C REMOVE 1/4" STEEL PLATES THAT ARE WELDED AND

BOLTED TO THE CONCRETE FLOOR

14A ASBESTOS CONTAINING MATERIAL (ACM) IN GLAZING

PUTTY

14B ASBESTOS CONTAINING MATERIAL (ACM) IN CAULK AT

FLOOR EXPANSION JOINTS

14C ASBESTOS CONTAINING MATERIAL (ACM) IN FLOOR TILE

14D ASBESTOS CONTAINING MATERIAL (ACM) IN FLOOR

ADHESIVE

14E ASBESTOS CONTAINING MATERIAL (ACM) IN DOOR

30 REMOVE PUMP ROOM AND ALL ASSOCIATED EQUIPMENT

31 NO WORK THIS ROOM

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

8D REMOVE PERIMETER CURTAINS

8E REMOVE WD PLATFORM

8F REMOVE FULL-HEIGHT MIRROR

8G REMOVE BENCH

9A REMOVE VCT FLOORING

9B REMOVE CARPET FLOORING

9C REMOVE TILE FLOORING & TILE BASE

9D REMOVE RUBBER FLOORING

9E REMOVE CARPET FLOORING AROUND EXISTING IT RACKS

10A REMOVE METAL LOCKERS

10B REMOVE ICE MACHINE

10C REMOVE CASEWORK, UPPERS AND LOWERS

11A REMOVE ACOUSTIC WALL PANELS AT ROOM PERIMETER

11B REMOVE TACKBOARD

11C REMOVE KEYTRAX CABINET, SAVE FOR RE-INSTALLATION

11D REMOVE DISPLAY CASE

12A REMOVE HANDRAILS AT EXISTING STAIR

12B REMOVE METAL SHIP'S LADDER

12C REMOVE GUARDRAIL

13A REMOVE STEEL VAULT DOOR

13B REMOVE 3/4" PLYWOOD AND 3/16" THICK EXPANED METAL

FROM WALLS

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

4D REMOVE WASH BASIN, MIRROR, AND ACCESSORIES

4E REMOVE SINK

5A REMOVE ALUM STOREFRONT SYSTEM

5B REMOVE METAL CLERESTORY WINDOW

5C REMOVE METAL LOUVER

6A CUT OPENING IN EXISTING STRUCTURAL CONCRETE

SLAB FOR NEW MECHANICAL SHAFT

6B REMOVE CONC SLAB THROUGHOUT MAINTENANCE BAY

6C CUT OPENING IN EXISTING STRUCTURAL SLAB AND

REMOVE STEEL FRAMING FOR ELEVATOR OPENING

6D CUT OPENING IN CONCRETE SLAB FOR ELEVATOR

OPENING/PIT

7A REMOVE ACT CEILING

7B REMOVE GYP BD CEILING

7C REMOVE CONCRETE LID AND STEEL STRUCTURE ABOVE

7D REMOVE GYP BD & METAL STUD SOFFIT

7E GYPSUM BOARD CEIILING TO REMAIN, REMOVE ALL

CEILING MOUNTED FIXTURES

7F REMOVE PROJECTION SCREEN

8A REMOVE WALL TILE

8B REMOVE PERIMETER CHAIR RAIL

8C REMOVE PERIMETER WALLCOVERING

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

1A REMOVE FULL HEIGHT CMU PARTITION

1B REMOVE FULL HEIGHT GYP BD & MTL STUD PARTITION

1C REMOVE WD FRAMED GLAZED PARTITION

1D REMOVE GYP BD FURRING AT EXISTING WINDOW

1E REMOVE GYP BD & MTL STUD PARTITION

1F REMOVE FACE BRICK, GYP BD & MTL STUD PARTITION

1G REMOVE METAL CAGE PARTITION

1H REMOVE GLAZED HM FRAME PARTITION

1J REMOVE FACE BRICK

1K EXISTING PARTIAL HEIGHT WALL

2A REMOVE SECTIONAL OVERHEAD DOOR AND ASSOCIATED

TRACK

2B REMOVE OVERHEAD COILING DOOR AND ASSOCIATED

TRACK

2C REMOVE OPERABLE PARTITION

3A NEW OPENING IN CMU BEARING WALL

3C NEW WINDOW OPENING IN EXTERIOR CMU AND BRICK

BEARING WALL

4A REMOVE ALL PLUMBING FIXTURES, PARTITIONS AND

RESTROOM ACCESSORIES

4B REMOVE DRINKING FOUNTAIN

4C REMOVE EYE WASH STATION

3/32" = 1'-0"AD-120

BUILDING 1330 - SECOND FLOOR DEMOLITION PLAN2

3/32" = 1'-0"AD-120

BUILDING 1330 - PENTHOUSE

DEMOLITION PLAN3

0' 5'-4" 10'-8" 21'-4" 32'-0" TRUE

NORTH

0' 5'-4" 10'-8" 21'-4" 32'-0"

TRUE

NORTH

0' 5'-4" 10'-8" 21'-4" 32'-0"

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

2Q R

-0

9C4A

7A 8D

10C 4E

12C

9C4A

8A 3A

1G 8G

7A 7A

REMOVE

EXISTING CAN

WASH

UP UP

3A 3A 3A 3A 3A3A 3A3A

13A

13B 13C

14E

RETENTION

PHYSICAL

READINESS

STORAGE

OFFICE

STAIR

VESTIBULE

STORAGE

CORRIDOR

OFFICE

WOMENS

OFFICE

MECH

STAIR

LOBBY

ARMS VAULT

STORAGE

OFFICE

STORAGE

OFFICE

STORAGE

WOMENS

CORRIDOR

CHAIR STORAGE

OFFICE

ASSEMBLY HALL

SCULLERY

FOOD

PREPARATION

FOOD STORAGE

LOBBY

OFFICE

UNIT SUPPLY

SUPPLY OFFICE

127A

SUPPLY

ADMIN

OFFICE

CORRIDOR

OFFICE

CORRIDOR

STAIR

CORRIDOR

DEMOLITION PLAN LEGEND

EXISTING

PARTITION TO

REMAIN

EXISTING

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

EXISTING DOOR, FRAME,

AND ASSOCIATED

HARDWARE TO BE

REMOVED

GENERAL NOTES - BUILDING 1412

DEMOLITION PLAN

A. REFER TO SPECIFICATION SECTION 01 02 00.00 48 PART 1 FOR

ADDITIONAL INFORMATION

B. NOT ALL KEYNOTES ARE USED ON EACH SHEET.

C. BUILDING 1412: REMOVE VCT FLOORING, WALL BASE, AND GYPSUM

BOARD CEILING UNLESS NOTED OTHERWISE.

D. BUILDING 1412: DEMOLISHED PARTITIONS ARE 4" WOOD FRAMED

PARTITIONS UNLESS NOTED OTHERWISE.

E. BUILDING 1412: REMOVE ALL ALUMINUM WINDOWS AND

STOREFRONT ENTRY SYSTEMS FOR REPLACEMENT. FIRST FLOOR

WINDOWS INCLUDE METAL SECURITY SCREENS.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

M a rs h a ll S tr e e t

N E

M in n e a p o li s

M N

-1

.7 f a x w w w .r s p a rc h .c o m

R S

P A rc h it e c ts

L td

P N

F Y

AD-130

T R

A N

C E

N T

E R

B U

S T

F L O

O R

D E

M O

P L A

C H

A R

L O

T T

E N

O R

T H

C A

R O

A L o u is v ill e D is tr ic t

K N

E B

R A

S K

K N

E B

R A

S K

D N

O R

B A

C K

M N

E L

S O

A P

Q R

D/B RFP CERTIFIED FINAL SUBMITTAL

A R

M Y

R E

S E

R V

E C

E N

T E

3/32" = 1'-0"AD-130

BUILDING 1412 - FIRST FLOOR DEMOLITION PLAN1

TRUE

NORTH

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

13C REMOVE 1/4" STEEL PLATES THAT ARE WELDED AND

BOLTED TO THE CONCRETE FLOOR

14A ASBESTOS CONTAINING MATERIAL (ACM) IN GLAZING

PUTTY

14B ASBESTOS CONTAINING MATERIAL (ACM) IN CAULK AT

FLOOR EXPANSION JOINTS

14C ASBESTOS CONTAINING MATERIAL (ACM) IN FLOOR TILE

14D ASBESTOS CONTAINING MATERIAL (ACM) IN FLOOR

ADHESIVE

14E ASBESTOS CONTAINING MATERIAL (ACM) IN DOOR

30 REMOVE PUMP ROOM AND ALL ASSOCIATED EQUIPMENT

31 NO WORK THIS ROOM

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

8D REMOVE PERIMETER CURTAINS

8E REMOVE WD PLATFORM

8F REMOVE FULL-HEIGHT MIRROR

8G REMOVE BENCH

9A REMOVE VCT FLOORING

9B REMOVE CARPET FLOORING

9C REMOVE TILE FLOORING & TILE BASE

9D REMOVE RUBBER FLOORING

9E REMOVE CARPET FLOORING AROUND EXISTING IT RACKS

10A REMOVE METAL LOCKERS

10B REMOVE ICE MACHINE

10C REMOVE CASEWORK, UPPERS AND LOWERS

11A REMOVE ACOUSTIC WALL PANELS AT ROOM PERIMETER

11B REMOVE TACKBOARD

11C REMOVE KEYTRAX CABINET, SAVE FOR RE-INSTALLATION

11D REMOVE DISPLAY CASE

12A REMOVE HANDRAILS AT EXISTING STAIR

12B REMOVE METAL SHIP'S LADDER

12C REMOVE GUARDRAIL

13A REMOVE STEEL VAULT DOOR

13B REMOVE 3/4" PLYWOOD AND 3/16" THICK EXPANED METAL

FROM WALLS

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

4D REMOVE WASH BASIN, MIRROR, AND ACCESSORIES

4E REMOVE SINK

5A REMOVE ALUM STOREFRONT SYSTEM

5B REMOVE METAL CLERESTORY WINDOW

5C REMOVE METAL LOUVER

6A CUT OPENING IN EXISTING STRUCTURAL CONCRETE

SLAB FOR NEW MECHANICAL SHAFT

6B REMOVE CONC SLAB THROUGHOUT MAINTENANCE BAY

6C CUT OPENING IN EXISTING STRUCTURAL SLAB AND

REMOVE STEEL FRAMING FOR ELEVATOR OPENING

6D CUT OPENING IN CONCRETE SLAB FOR ELEVATOR

OPENING/PIT

7A REMOVE ACT CEILING

7B REMOVE GYP BD CEILING

7C REMOVE CONCRETE LID AND STEEL STRUCTURE ABOVE

7D REMOVE GYP BD & METAL STUD SOFFIT

7E GYPSUM BOARD CEIILING TO REMAIN, REMOVE ALL

CEILING MOUNTED FIXTURES

7F REMOVE PROJECTION SCREEN

8A REMOVE WALL TILE

8B REMOVE PERIMETER CHAIR RAIL

8C REMOVE PERIMETER WALLCOVERING

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

1A REMOVE FULL HEIGHT CMU PARTITION

1B REMOVE FULL HEIGHT GYP BD & MTL STUD PARTITION

1C REMOVE WD FRAMED GLAZED PARTITION

1D REMOVE GYP BD FURRING AT EXISTING WINDOW

1E REMOVE GYP BD & MTL STUD PARTITION

1F REMOVE FACE BRICK, GYP BD & MTL STUD PARTITION

1G REMOVE METAL CAGE PARTITION

1H REMOVE GLAZED HM FRAME PARTITION

1J REMOVE FACE BRICK

1K EXISTING PARTIAL HEIGHT WALL

2A REMOVE SECTIONAL OVERHEAD DOOR AND ASSOCIATED

TRACK

2B REMOVE OVERHEAD COILING DOOR AND ASSOCIATED

TRACK

2C REMOVE OPERABLE PARTITION

3A NEW OPENING IN CMU BEARING WALL

3C NEW WINDOW OPENING IN EXTERIOR CMU AND BRICK

BEARING WALL

4A REMOVE ALL PLUMBING FIXTURES, PARTITIONS AND

RESTROOM ACCESSORIES

4B REMOVE DRINKING FOUNTAIN

4C REMOVE EYE WASH STATION

0' 5'-4" 10'-8" 21'-4" 32'-0"

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

2Q R

-0

OPEN TO BELOW

12C

8G 10A10A

12A 12A

12A

3A 3A

7A 7A 7A 7A 7A 7A 9B

8E 8E

7A 7A

3C 3C 3C

14E 14E 14E 14E 14E 14E

14E

14E14E

STAIR

CORRIDOR

OFFICE

MENS

CLASSROOM

OFFICE

STORAGE

JAN

STORAGE

TRAINING

LIBRARY

OFFICE

LOBBY

STAIR

OFFICE

CLASSROOM

STAIR

STORAGE

CORRIDOR

DEMOLITION PLAN LEGEND

EXISTING

PARTITION TO

REMAIN

EXISTING

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

EXISTING DOOR, FRAME,

AND ASSOCIATED

HARDWARE TO BE

REMOVED

3450 SF

ASSEMBLY HALL

5B5B5B5B

GENERAL NOTES - BUILDING 1412

DEMOLITION PLAN

A. REFER TO SPECIFICATION SECTION 01 02 00.00 48 PART 1 FOR

ADDITIONAL INFORMATION

B. NOT ALL KEYNOTES ARE USED ON EACH SHEET.

C. BUILDING 1412: REMOVE VCT FLOORING, WALL BASE, AND GYPSUM

BOARD CEILING UNLESS NOTED OTHERWISE.

D. BUILDING 1412: DEMOLISHED PARTITIONS ARE 4" WOOD FRAMED

PARTITIONS UNLESS NOTED OTHERWISE.

E. BUILDING 1412: REMOVE ALL ALUMINUM WINDOWS AND

STOREFRONT ENTRY SYSTEMS FOR REPLACEMENT. FIRST FLOOR

WINDOWS INCLUDE METAL SECURITY SCREENS.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

M a rs h a ll S tr e e t

N E

M in n e a p o li s

M N

-1

.7 f a x w w w .r s p a rc h .c o m

R S

P A rc h it e c ts

L td

P N

F Y

AD-131

T R

A I N

C E

N T

E R

B U

S E

C O

N D

F L O

O R

D E

M O

P L A

C H

A R

L O

T T

E N

O R

T H

C A

R O

A L o u is v ill e D is tr ic t

K N

E B

R A

S K

K N

E B

R A

S K

D N

O R

B A

C K

M N

E L

S O

A P

Q R

D/B RFP CERTIFIED FINAL SUBMITTAL

A R

M Y

R E

S E

R V

E C

E N

T E

3/32" = 1'-0"AD-131

BUILDING 1412 - SECOND FLOOR DEMOLITION PLAN1

TRUE

NORTH

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

13C REMOVE 1/4" STEEL PLATES THAT ARE WELDED AND

BOLTED TO THE CONCRETE FLOOR

14A ASBESTOS CONTAINING MATERIAL (ACM) IN GLAZING

PUTTY

14B ASBESTOS CONTAINING MATERIAL (ACM) IN CAULK AT

FLOOR EXPANSION JOINTS

14C ASBESTOS CONTAINING MATERIAL (ACM) IN FLOOR TILE

14D ASBESTOS CONTAINING MATERIAL (ACM) IN FLOOR

ADHESIVE

14E ASBESTOS CONTAINING MATERIAL (ACM) IN DOOR

30 REMOVE PUMP ROOM AND ALL ASSOCIATED EQUIPMENT

31 NO WORK THIS ROOM

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

8D REMOVE PERIMETER CURTAINS

8E REMOVE WD PLATFORM

8F REMOVE FULL-HEIGHT MIRROR

8G REMOVE BENCH

9A REMOVE VCT FLOORING

9B REMOVE CARPET FLOORING

9C REMOVE TILE FLOORING & TILE BASE

9D REMOVE RUBBER FLOORING

9E REMOVE CARPET FLOORING AROUND EXISTING IT RACKS

10A REMOVE METAL LOCKERS

10B REMOVE ICE MACHINE

10C REMOVE CASEWORK, UPPERS AND LOWERS

11A REMOVE ACOUSTIC WALL PANELS AT ROOM PERIMETER

11B REMOVE TACKBOARD

11C REMOVE KEYTRAX CABINET, SAVE FOR RE-INSTALLATION

11D REMOVE DISPLAY CASE

12A REMOVE HANDRAILS AT EXISTING STAIR

12B REMOVE METAL SHIP'S LADDER

12C REMOVE GUARDRAIL

13A REMOVE STEEL VAULT DOOR

13B REMOVE 3/4" PLYWOOD AND 3/16" THICK EXPANED METAL

FROM WALLS

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

4D REMOVE WASH BASIN, MIRROR, AND ACCESSORIES

4E REMOVE SINK

5A REMOVE ALUM STOREFRONT SYSTEM

5B REMOVE METAL CLERESTORY WINDOW

5C REMOVE METAL LOUVER

6A CUT OPENING IN EXISTING STRUCTURAL CONCRETE

SLAB FOR NEW MECHANICAL SHAFT

6B REMOVE CONC SLAB THROUGHOUT MAINTENANCE BAY

6C CUT OPENING IN EXISTING STRUCTURAL SLAB AND

REMOVE STEEL FRAMING FOR ELEVATOR OPENING

6D CUT OPENING IN CONCRETE SLAB FOR ELEVATOR

OPENING/PIT

7A REMOVE ACT CEILING

7B REMOVE GYP BD CEILING

7C REMOVE CONCRETE LID AND STEEL STRUCTURE ABOVE

7D REMOVE GYP BD & METAL STUD SOFFIT

7E GYPSUM BOARD CEIILING TO REMAIN, REMOVE ALL

CEILING MOUNTED FIXTURES

7F REMOVE PROJECTION SCREEN

8A REMOVE WALL TILE

8B REMOVE PERIMETER CHAIR RAIL

8C REMOVE PERIMETER WALLCOVERING

KEYNOTES - DEMOLITION PLAN

NO. DESCRIPTION

1A REMOVE FULL HEIGHT CMU PARTITION

1B REMOVE FULL HEIGHT GYP BD & MTL STUD PARTITION

1C REMOVE WD FRAMED GLAZED PARTITION

1D REMOVE GYP BD FURRING AT EXISTING WINDOW

1E REMOVE GYP BD & MTL STUD PARTITION

1F REMOVE FACE BRICK, GYP BD & MTL STUD PARTITION

1G REMOVE METAL CAGE PARTITION

1H REMOVE GLAZED HM FRAME PARTITION

1J REMOVE FACE BRICK

1K EXISTING PARTIAL HEIGHT WALL

2A REMOVE SECTIONAL OVERHEAD DOOR AND ASSOCIATED

TRACK

2B REMOVE OVERHEAD COILING DOOR AND ASSOCIATED

TRACK

2C REMOVE OPERABLE PARTITION

3A NEW OPENING IN CMU BEARING WALL

3C NEW WINDOW OPENING IN EXTERIOR CMU AND BRICK

BEARING WALL

4A REMOVE ALL PLUMBING FIXTURES, PARTITIONS AND

RESTROOM ACCESSORIES

4B REMOVE DRINKING FOUNTAIN

4C REMOVE EYE WASH STATION

0' 5'-4" 10'-8" 21'-4" 32'-0"

3/32" = 1'-0"AD-131

BUILDING 1412 - CLERESTORY DEMOLITION FLOOR PLAN2

TRUE

NORTH

0' 5'-4" 10'-8" 21'-4" 32'-0"

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

2Q R

-0

410 SF

CLASSROOM A

640 SF

CLASSROOM C

40 SF

JAN

950 SF

DISTANCE

LEARNING

CENTER

200 SF

FAM. SUPPORT

250 SF

RETENTION

330 SF

ARCC

170 SF

ID CARD

700 SF

SIPR

MECH

CIRCULATION

130 SF

BREAK/COPY

200 SF

WOMEN

220 SF

MEN

90 SF

ELEC

VESTIBULE

140 SF

WAITING

101A

670 SF

CLASSROOM B

50 SF

ARCC STORAGE

102A

CIRC

FACILITY

STORAGE

NEW

MECHANICAL

SHAFT

5B5B

NEW

SIDEWALK, SEE

CS101

520 SF

MECH

140 SF

OFFICE

130 SF

OFFICE

130 SF

OFFICE

110 SF

WOMEN'S

LOCKER

500 SF

BREAK ROOM

CIRCULATION

3690 SF

MAINTENANCE

BAYS

120 SF

MECH

110 SF

ELEC

180 SF

FLAMMABLE

STORAGE

410 SF

TOOLS & PARTS

260 SF

MEN'S LOCKER

80 SF

CIRCULATION

160 SF

UHS #3

60 SF

JANITOR

490 SF

EQUIPMENT

ALCOVE

120A

A-100

STORAGE

CONCRETE STAIRS

AND 1:12 SLOPED

RAMP WITH 14"

RISE FOR

ACCESSIBLE

EGRESS PATH.

INCLUDE RAIL AND

GUARDRAILS.

PAINT EXISTING AIR

COMPRESSOR

ENCLOSURE

4A 4A

7A 7A

7A 8

9 7A8 7A8 8

4B 4B 4B

GENERAL NOTES - FLOOR PLAN

A. THE RFP DRAWING SHEETS ARE BASED ON EXISTING BUILDING

DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS. REFER TO RFP SECTION 01 02 00.00 48

ATTACHMENT E, FOR EXISTING BUILDING DRAWINGS.

B. REFER TO RFP SECTION 01 02 00.00 28 ATTACHMENT D, FOR

PHOTOS OF THE EXISTING BUILDINGS.

C. REFER TO RFP SECTION 01 02 00.00 48 ATTACHMENTS P1 - P4, FOR

THE ROOM BY ROOM SUPPLEMENTAL REQUIREMENTS.

D. NOT ALL KEYNOTES ARE USED ON EACH SHEET.

E. NEW PARTITIONS ARE TO BE METAL STUD AND GYPSUM BOARD

PARTITIONS UNLESS NOTED OTHERWISE.

F. REPLACE ALL EXISTING WINDOWS WITH ALUMINUM WINDOWS TO

MATCH EXISTING AESTHETIC CONFIGURATION UNLESS NOTED

OTHERWISE.

FLOOR PLAN LEGEND

NEW WALL

EXISTING DOOR

AND FRAME TO

REMAIN

NEW DOOR

AND FRAME

EXISTING WALL

NEW FURRING ON

EXISTING WALL

ROOM NAME

TARGET ROOM

AREA (SF)

TYPICAL ROOM TAG:

1A 1A 2A 2A 2A

EXG CONC LID OVER OFFICES

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

M a rs h a ll S tr e e t

N E

M in n e a p o li s

M N

-1

.7 f a x w w w .r s p a rc h .c o m

R S

P A rc h it e c ts

L td

P N

F Y

A-100

B U

F L O

O R

P L A

N S

C H

A R

L O

T T

E N

O R

T H

C A

R O

A L o u is v ill e D is tr ic t

K N

E B

R A

S K

K N

E B

R A

S K

D N

O R

B A

C K

M N

E L

S O

A P

Q R

D/B RFP CERTIFIED FINAL SUBMITTAL

A R

M Y

R E

S E

R V

E C

E N

T E

3/32" = 1'-0"A-100

BUILDING 1300 - FIRST FLOOR PLAN1

TRUE

NORTH

0' 5'-4" 10'-8" 21'-4" 32'-0"

3/32" = 1'-0"A-100

BUILDING 1300 - BASEMENT FLOOR PLAN2

TRUE

NORTH

0' 5'-4" 10'-8" 21'-4" 32'-0" 3/32" = 1'-0"A-100

BUILDING 1324 - FIRST FLOOR PLAN3

TRUE

NORTH

N 0' 5'-4" 10'-8" 21'-4" 32'-0"

3/32" = 1'-0"A-100

BUILDING 1324 - CLERESTORY FLOOR PLAN4

TRUE

NORTH

N 0' 5'-4" 10'-8" 21'-4" 32'-0"

KEYNOTES - FLOOR PLAN

NO. DESCRIPTION

5 FURR OUT EXISTING EXTERIOR WALL AND PROVIDE R-8 INSULATION

AND GYPSUM BOARD

5A FURR OUT EXISTING EXTERIOR WALL AND PROVIDE R-8 INSULATION

AND GYPSUM BOARD. 3" MIN DEPTH TO FACE OF GYPSUM BOARD

5B FURR OUT EXISTING INTERIOR WALL AND PROVIDE ACOUSTIC

INSULATION AND GYPSUM BOARD

5C FURR OUT EXISTING EXTERIOR WALL AND PROVIDE R-8 INSULATION

AND PLYWOOD

6 OPERABLE PARTITION

7 5 LINE FLUID DISTRIBUTION SYSTEM AT COLUMN

7A COMPRESSED AIR CONNECTION

7B EMERGENCY EYE WASH /DELUGE SHOWER STATION

7C TENANT PROVIDED PARTS WASHER

7D WASH FOUNTAIN

8 OVERHEAD SECTIONAL DOOR WITH GLAZING IN UPPER THIRD OF

DOOR

9 8" BOLLARD, TYPICAL

10 LOUVER LOCATED 10 FT ABOVE GRADE. INFILL OPENING FROM

REMOVED LOUVER WITH CMU AND BRICK TO MATCH EXISTING.

11 INSTALL STATIC DISSIPATIVE TILE AROUND IT RACKS

KEYNOTES - FLOOR PLAN

NO. DESCRIPTION

1 WINDOW OPENING

1A TRANSLUCENT PANEL

1C EXISTING LOUVER TO REMAIN

2 8" CMU AND BRICK INFILL

2A INSULATED METAL PANEL INFILL

2B INFILL WITH CMU TO MATCH EXISTING

2C FULL HEIGHT CMU WALL

2D FULL HEIGHT CMU WALL WITH GYP BD FURRING

2F EXISTING PARTIAL HEIGHT WALL

3 HANDRAILS (AND GUARDRAIL AS APPLICABLE) AT EXISTING STAIR

4 1:12 CONCRETE RAMP FOR 4" RISE

4A REPLACE CONCRETE SLAB TO EXTENT OF MAINTENANCE BAYS

4B TRENCH DRAIN

4C FILL IN EXISTING SLOPED FLOOR

4D PATCH IN CONCRETE STRUCTURAL SLAB WHERE EXISTING

MECHANICAL SHAFT IS INFILLED

4E INFILL STRUCTURAL FLOOR WHERE EXISTING WAS OPEN TO BELOW

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

2Q R

-0

UP UP

DN DN

100 SF

COPY

120 SF

OFFICE

190 SF

OFFICE

120 SF

OFFICE

190 SF

OFFICE

190 SF

OFFICE

200 SF

TEAM

100 SF

VESTIBULE

100 SF

VESTIBULE

90 SF

STAIR

180 SF

MEN

100 SF

WOMEN

80 SF

UNISEX

80 SF

ELEV

40 SF

JAN

STAIR

VESTIBULE

120 SF

OFFICE

80 SF

ELEC

70 SF

ELEV EQUIP

MECH CHASE

310 SF

UNIT COMMON

340 SF

UNIT COMMON

190 SF

OFFICE

180 SF

OFFICE

180 SF

OFFICE

120 SF

OFFICE

230 SF

MEMORIAL

DISPLAY

80 SF

COPY/ VENDING

113A

60 SF

COPY

109A

ADMIN

260 SF

CIRC

2C 2D

80 SF

COPY

139A

30 SF

FIRE RISER

200 SF

OFFICE

120 SF

OFFICE

120 SF

OFFICE

200 SF

OFFICE

150 SF

COPY

210A

150 SF

TER

STAIR

70 SF

ELEC

120 SF

MEN

120 SF

WOMEN

70 SF

UNISEX

80 SF

ELEV

40 SF

JAN

620 SF

CONFERENCE

310 SF

OFFICE

310 SF

OFFICE

90 SF

UNISEX

120 SF

OFFICE

70 SF

ELEC

80 SF

COPY

212A

MECH CHASE

60 SF

PENTHOUSE

ACCESS

190 SF

OFFICE

120 SF

OFFICE

200 SF

OFFICE

200 SF

OFFICE

110 SF

OFFICE

200 SF

OFFICE

200 SF

OFFICE

50 SF

COPY

210B

70 SF

COPY

235A

220 SF

LOBBY

ADMIN

CIRC

690 SF

MECHANICAL

MECH SHAFT

GENERAL NOTES - FLOOR PLAN

A. THE RFP DRAWING SHEETS ARE BASED ON EXISTING BUILDING

DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS. REFER TO RFP SECTION 01 02 00.00 48

ATTACHMENT E, FOR EXISTING BUILDING DRAWINGS.

B. REFER TO RFP SECTION 01 02 00.00 28 ATTACHMENT D, FOR

PHOTOS OF THE EXISTING BUILDINGS.

C. REFER TO RFP SECTION 01 02 00.00 48 ATTACHMENTS P1 - P4, FOR

THE ROOM BY ROOM SUPPLEMENTAL REQUIREMENTS.

D. NOT ALL KEYNOTES ARE USED ON EACH SHEET.

E. NEW PARTITIONS ARE TO BE METAL STUD AND GYPSUM BOARD

PARTITION…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 14, 2020.