W912QR24R0021_CF_Plans-0002.pdf

PDF 29 MB Posted Jun 17, 2024

Attached to: Design-Build Maintenance and Repair Army Reserves (MRAR) Fort Snelling B505
Solicitation number: W912QR24R0021
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Jun 17, 2024

This document is the 'W912QR24R0021_CF_Plans-0002.pdf' file, which appears to be related to the federal contract opportunity with the ID 6c504bd907104e01abaa75980efd3620 and Solicitation Number W912QR24R0021.

The solicitation is for a Design-Build Maintenance and Repair Army Reserves (MRAR) project at Fort Snelling B505, issued by the Department of the Army Corps of Engineers Engineering District Louisville. The scope of work includes the design and construction services required to maintain and repair the Army Reserves facility. Additional details regarding the required products, services, and performance specifications are provided in the solicitation documents available on SAM.gov. The solicitation has an opportunity type of "Solicitation", indicating it is requesting proposals from contractors. No award date is specified in the information provided.

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Other files

File	Type	Posted
W912QR24R0021_Specs-0004.pdf	PDF	Jul 16, 2024
W912QR24R0021_Plans-0004.pdf	PDF	Jul 16, 2024
W912QR24R0021-0003.pdf	PDF	Jul 8, 2024
W912QR24R0021_CF_Specs_Vol2a-0002.pdf	PDF	Jun 17, 2024
W912QR24R0021_CF_Specs_Vol1a-0002.pdf	PDF	Jun 17, 2024
W912QR24R0021_CF_Specs_Vol3-0002.pdf	PDF	Jun 17, 2024
W912QR24R0021_CF_Specs_Vol2-0002.pdf	PDF	Jun 17, 2024
W912QR24R0021_CF_Specs_Vol1-0002.pdf	PDF	Jun 17, 2024
W912QR24R0021-0001.pdf	PDF	Apr 8, 2024
W912QR24R0021_Plans-0000.pdf	PDF	Mar 18, 2024
W912QR24R0021_ Specs-0000.pdf	PDF	Mar 18, 2024

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US Army Corps of Engineers ®

SHEET ID

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PROJECT NO.:

FISCAL YEAR:

ISSUE DATE:

P2:

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2 4 6 8 10 12 14 16 18 20

RSP Architects, Ltd.

VICINITY MAP LOCATION MAP

M a rs h a ll

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M in n e a p o lis

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P A r c h it e c t s

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1220 Marshall St NE

Minneapolis, MN

55413-1036

MEAD & HUNT

CIVIL

7900 INTERNATIONAL DR., SUITE 980

BLOOMINGTON, MINNESOTA 55425

DAMON FARBER ASSOCIATES, INC.

LANDSCAPE

310 S 4TH AVE, SUITE 7050

MINNEAPOLIS, MINNESOTA 55415

VAA, LLC.

STRUCTURAL

2300 BERKSHIRE LANE NORTH, SUITE 200

PLYMOUTH, MINNESOTA 55441

AYRES ASSOCIATES INC.

MECHANICAL / ELECTRICAL

700 ROSEDALE TOWER

1700 WEST HIGHWAY 36

ST. PAUL, MINNESOTA 55113

US Army Corps of Engineers ®

P N

F Y

612.677.7100

612.677.7499 fax rsparch.com

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G-001

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90362

03 JUNE 2024

510375

FORT SNELLING - MINNEAPOLIS, MINNESOTA

D/B RFP REPAIR BUILDING 505, USAR CENTER

CERTIFIED FINAL DESIGN SUBMITTAL

LOUISVILLE DISTRICT

B505

PROJECT SITE

SHEET LIST

TITLE

GENERAL

G-001 COVER SHEET

GI001 GENERAL NOTES & LEGEND

GR001 EXISTING AERIAL IMAGE

SURVEY

V-101 TOPOGRAPHIC SURVEY - B505

V-102 TOPOGRAPHIC SURVEY - MEP

V-103 TOPOGRAPHIC SURVEY - SIGN

CIVIL

CD101 DEMOLITION PLAN - B505

CD102 DEMOLITION PLAN - MEP

CD103 SITE AREA & HAUL ROUTE

CS101 SITE PLAN - B505

CS102 SITE PLAN - MEP

CG101 SITE GRADING AND DRAINAGE PLAN - B505

CG102 SITE GRADING AND DRAINAGE PLAN - MEP

CU101 SITE UTILITY PLAN - B505

CU102 SITE UTILITY PLAN - MEP

ARCHITECTURAL

A-001 EXISTING FIRST FLOOR PLAN - OVERALL

A-002 EXISTING SECOND FLOOR PLAN - OVERALL

A-101 FIRST FLOOR PLAN - OVERALL

A-102 ENLARGED FIRST FLOOR PLAN - AREA A

A-103 ENLARGED FIRST FLOOR PLAN - AREA B

A-104 SECOND FLOOR PLAN - OVERALL

A-105 ENLARGED SECOND FLOOR & PENTHOUSE PLAN

INTERIORS

IF001 FURNITURE LEGEND

IF002 FURNITURE LEGEND

IF003 DESKING TYPICALS

2Q R

_C F_

Pl an s-

17 June 2024

W912QR24R0021-0002

SHEET ID

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ABA ARCHITECTURAL BARRIERS ACT

ACI AMERICAN CONCRETE INSTITUTE

ADD ADDENDUM

ABC AGGREGATE BASE COURSE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BM BENCHMARK

BOC BACK OF CURB

BW BOTH WAYS

CB CATCH BASIN

CE CIVIL ENGINEER

CFM CUBIC FEET PER MINUTE

CI CURB INLET

CIP CAST-IN-PLACE

CJ CONTROL/CONSTRUCTION JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CO CONTRACTING OFFICER

CO CLEANOUT

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

C TO C CENTER TO CENTER

CTR CENTER

CU FT CUBIC FEET

CU YD CUBIC YARDS

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DWG DRAWING

(E) EXISTING

E EAST

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC

ELEV ELEVATION - GRADE OR BUILDING

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE

EST ESTIMATE(D)

F FAHRENHEIT

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FIG FIGURE

FNC FENCE

FOC FACE OF CURB

FP FIRE PROTECTION

FT FEET

G NATURAL GAS

GC GENERAL CONTRACTOR

GEN GENERAL

GFE GOVERNMENT-FURNISHED EQUIPMENT

GOVT GOVERNMENT

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HORIZ HORIZONTAL

HP HIGH PRESSURE

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATING AND AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH

INT INTERIOR

INV INVERT

IP IRON PIPE

J-BOX JUNCTION BOX

JCT JUNCTION

JT JOINT

KIP KILOPOUND (1000 POUNDS)

kV KILOVOLTS kVA KILOVOLT AMPERES kW KILOWATT

LB POUND

LG LENGTH

LONG LONGITUDINAL

LT LEFT

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

(P) PROPOSED

PCC PORTLAND CEMENT CONCRETE

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PL PROPERTY LINE

PREFAB PREFABRICATE(D)

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REM REMOVE(ABLE)

REQD REQUIRED

REV REVISION

RM ROOM

ROW RIGHT OF WAY

S SOUTH

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SHLDR SHOULDER

SHT SHEET

SPEC SPECIFICATION

STA STATION

STD STANDARD

STRUCT STRUCTURAL

TAN TANGENT

TEL TELEPHONE

TEMP TEMPERATURE/TEMPORARY

TO TOP OF

TOC TOP OF CURB

TOPO TOPOGRAPHY

TRANS TRANSVERSE

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

UNCL UNCLASSIFIED

UTIL UTILITY

V VOLT

VAR VARIABLE

VCP VITRIFIED CLAY PIPE

VOL VOLUME

W WEST

W/ WITH

WM WIRE MESH

W/O WITHOUT

WS WATERSTOP

WT WEIGHT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

YD YARD

CIVIL SYMBOLS

EXISTING OVERHEAD POWER LINE

EXISTING GAS

PROPOSED ELECTRIC, UNDERGROUND

EXSTING ELECTRIC, UNDERGROUND

PROPOSED FENCE

EXISTING FENCE

GRADING LIMITS

GRADE BREAK LINE

PROPERTY LINE

CENTERLINE OR BASELINE

RIGHT-OF-WAY

EXISTING SANITARY SEWER

PROPOSED SANITARY SEWER

SILT FENCE

PROPOSED STORM SEWER

EXISTING STORM SEWER / CULVERT

EXISTING TELEPHONE, UNDERGROUND

PROPOSED TELEPHONE,

UNDERGROUND

PROPOSED WATER

EXISTING WATER

DITCH / POND LIMITS

BARRICADES

R/W

SS SS

W W

XXXXXXXXXXXXXXXXXXXX

X X

E E

CONTROL POINT/ BENCHMARK

BOLLARD

BORING

CLEANOUT, SANITARY OR STORM

DOUBLE-SWING GATE

ELECTRIC METER

ELECTRIC TRANSFORMER BOX

ELECTRIC SERVICE PANEL

ELECTRICAL HANDHOLE/ MANHOLE

ELECTRIC HANDHOLE (PULLBOX)

FIRE HYDRANT

GAS GENERATOR

GAS METER

GAS VALVE

HANDHOLE

FLOODLIGHT POLE

LIGHT POLE (SINGLE)

LIGHT POLE (DOUBLE)

POWER POLE

SANITARY SEWER MANHOLE

SANITARY SEWER VALVE

SIGN (SINGLE POST)

SIGN (DOUBLE POST)

SOIL BORING

STORM INLET, CURB

STORM INLET, ROUND

STORM INLET, SQUARE

STORM DRAIN MANHOLE

TELECOMMUNICATIONS MANHOLE

TELECOMMUNICATIONS PEDESTAL BOX

TRAFFIC FLOW DIRECTION

TREE

UTILITY CROSSING / CONFLICT or CAUTION

VALVE MANHOLE

WATER MANHOLE

WATER METER

WATER VALVE

WATER TANK

SECTION REFERENCE

ELEVATION REFERENCE

(SEE X-XXX) SHEET REFERENCE

(SEE X/X-XXX) DETAIL REFERENCE

EXISTING SPOT ELEVATION

FINISHED / PROPOSED SPOT ELEVATION

DRAINAGE FLOW DIRECTION

STRUCTURE PROTECTION

FINISHED / PROPOSED SLOPE

REMOVE

TRANS

G V

D C

MHV

W V

X-XXX

734.97'

738.76

3:1

E E

OHE

X X

BUILDING RESTRICTION LINE

ABANDON

ABANDON ELECTRIC, UNDERGROUND

ABANDON GAS, UNDERGROUND

ABANDON SANITARY SEWER

ABANDON STORM SEWER

ABANDON WATER

REMOVE

REMOVE ELECTRIC, UNDERGROUND

REMOVE FENCE

REMOVE GAS LINE

REMOVE SANITARY SEWER

REMOVE STORM SEWER

REMOVE TELEPHONE

REMOVE WATER LINE

SAW CUT PAVEMENT

BRL

\\A//

E\\A//

G\\A//

SS\\A//

SD\\A//

W\\A//

//E//

//FNC//

//G//

//SS//

//SD//

//T//

//W//

LINES

GENERAL CIVIL NOTES

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

REQUIREMENTS

2. 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 FOR PROPOSED CONSTRUCTION.

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

EXISTING PAVEMENT REMOVAL, AND MISCELLANEOUS DEMOLITION

NECESSARY FOR PROPOSED CONSTRUCTION. REFER TO RFP

SECTION 01 02 00.00 48 ATTACHMENTS FOR TOPOGRAPHIC SURVEY

AND GEOTECHNICAL SURVEY REPORT. THESE PLAN SHEETS DO

NOT SHOW ALL EXISTING INFORMATION. CONTRACTOR SHALL

RECONCILE THE INFORMATION IN THE TOPOGRAPHIC SURVEY AND

GEOTECHNICAL SURVEY REPORT WITH THE PROPOSED WORK AND

INCLUDE ALL COSTS IN THEIR PROPOSAL.

4. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR

WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE

OF WORK.

5. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURB/GUTTERS,

TRAIL, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION

OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

6. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF

UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE

NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION

BEGINS.

AGGREGATE BASE COURSE / RIP RAP

(E) ASPHALT PAVEMENT

(P) ASPHALT PAVEMENT

(E) PCC PAVEMENT / SIDEWALK / PAD

(P) PCC PAVEMENT / SIDEWALK / PAD

SUBGRADE, EXISTING

SUBGRADE, PROPOSED

REMOVAL PATTERN

GRAVEL SURFACING

PCC MOWSTRIP

TOPSOIL / SEEDING

GRADING / SODDING

CIVIL PATTERNS CIVIL ABBREVIATIONS

GENERAL NOTES & LEGENDA1 NO SCALE

2Q R

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Pl an s-

NORTH

of Engineers ®

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MEP & MONUMENT SIGN

WORK LIMITS B505 WORK

LIMITS

B505

B506

B507

WEIGEL BLVD.

SLOAN BLVD.

MUSTANG AVE.

C O

N A

N R

INNEHAHA AVE.

MINUTEMEN DR.

MILITIA DR.

SLOAN BLVD.

WEIGEL BLVD.

B509

B510

CONTRACTOR LAYDOWN

& STAGING AREA B504

EXISTING POV EXISTING POV EXISTING POV

EXISTING POV

EXISTING MEP

ALTERNATE ENTRY

CONTROL FACILITY

G A

GR001EXISTING AERIAL IMAGEA1 1"=75' (APPROX.) 00 75 150

(APPROXIMATE)

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00 20 40 of Engineers ®

SHEET ID

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M Y

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AIS ADVERTISING AND INFORMATION SIGN

AC AIR CONDITIONER

BE BUILDING ENTRANCE

BH BEEHIVE CATCH BASIN

CB CATCH BASIN

CBOX CONTROL BOX

CBX COMMUNICATION BOX

CMH COMMUNICATION MANHOLE

CMP CORRUGATED METAL PIPE

COL BUILDING COLUMN

EO ELECTRIC OUTLET

FES FLARED END SECTION

FP FLAG POLE

GAS V GAS VALVE

GEN GENERATOR

GM GAS METER

GMH GAS MANHOLE

GP GUARD POST

GRDL GROUND LIGHT

GYP GUY POLE

HCR DISABLED RAMP

HCS DISABLED SIGN

HH HANDHOLE

HHC COMMUNICATION HANDHOLE

HHE ELECTRIC HANDHOLE

HYD FIRE HYDRANT

INV STRUCTURE INVERT

LA LANDSCAPING

LP LIGHT POLE

MC METAL COVER

MH MANHOLE

OPC OUTDOOR POWER CENTER

(P) PER PLAN

PEP POLYETHYLENE PIPE

PKS PARKING SIGN

PVC POLYVINYL CHLORIDE PIPE

RC RIBBON CURB

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

SAN SANITARY MANHOLE

SAN S SANITARY SEWER

SANC SANITARY CLEANOUT

SMH STORM MANHOLE

ST S STORM SEWER

TAD TRUNCATED DOMES PLATE

TC TOP OF CONCRETE CURB

TCS TRAFFIC CONTROL SIGN

TD TRENCH DRAIN

TRANS TRANSFORMER

UGC UNDERGROUND COMMUNICATION LINE

UGE UNDERGROUND ELECTRIC LINE

VCP VITRIFIED CLAY PIPE

W WATER LINE

WMH WATER MANHOLE

WV WATER VALVE

BAS BASSWOOD TREE

BIR BIRCH TREE

CRAB CRABAPPLE TREE

FIR FIR TREE

LOC LOCUST TREE

MPL MAPLE TREE

PIN PINE TREE

POP POPLAR TREE

SHB SHRUB

SPR SPRUCE TREE

TR DECIDUOUS TREE

(P) "PER PLAN"

1. SURVEY DATA SHOWN IN GREY IS FROM 2004 ALTA

PERFORMED BY SUNDE LAND SURVEYING.

2. SURVEY DATA SHOWN IN DARK IS FROM 2024 SURVEY

PERFORMED BY SUNDE LAND SURVEYING.

G R

U R

- B

V-101

BENCHMARKS

1. TOP OF NUT OF FIRE HYDRANT APPROX. 106 FT

SOUTHWESTERLY FROM THE MOST NORTHERLY

CORNER OF BUILDING 505

ELEV. = 831.91'

2. TOP OF NUT OF FIRE HYDRANT AT NORTH SIDE OF

DROP-OFF CIRCLE

ELEV. = 830.16'

3. TOP OF NUT OF FIRE HYDRANT APPROX. 208 FT

SOUTHERLY FROM THE MOST EASTERLY CORNER OF

BUILDING 506 (NOT SHOWN)

ELEV. = 818.99'

4. TOP OF NUT OF FIRE HYDRANT APPROX. 85 FT

WESTERLY FROM THE SOUTHWEST CORNER OF

BUILDING 509 (SHOWN ON V102)

ELEV. = 832.06'

5. TOP OF NUT OF FIRE HYDRANT APPROX. 40 FT

NORTHEASTERLY FROM THE NORTHEAST CORNER OF

BUILDING 510 (SHOWN ON V102)

ELEV. = 830.58'

GENERAL SHEET NOTES

SHEET ABBREVIATIONS

NORTH

TOPOGRAPHIC SURVEY - B505A1 1"= 20'

2Q R

_C F_

Pl an s-

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

P2 : 5

: 2

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E as te rli n

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N E

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P l.

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MATCHLINE V103

G R

U R

- M

V-102

AIS ADVERTISING AND INFORMATION SIGN

AC AIR CONDITIONER

BE BUILDING ENTRANCE

BH BEEHIVE CATCH BASIN

CB CATCH BASIN

CBOX CONTROL BOX

CBX COMMUNICATION BOX

CMH COMMUNICATION MANHOLE

CMP CORRUGATED METAL PIPE

COL BUILDING COLUMN

EO ELECTRIC OUTLET

FES FLARED END SECTION

FP FLAG POLE

GAS V GAS VALVE

GEN GENERATOR

GM GAS METER

GMH GAS MANHOLE

GP GUARD POST

GRDL GROUND LIGHT

GYP GUY POLE

HCR DISABLED RAMP

HCS DISABLED SIGN

HH HANDHOLE

HHC COMMUNICATION HANDHOLE

HHE ELECTRIC HANDHOLE

HYD FIRE HYDRANT

INV STRUCTURE INVERT

LA LANDSCAPING

LP LIGHT POLE

MC METAL COVER

MH MANHOLE

OPC OUTDOOR POWER CENTER

(P) PER PLAN

PEP POLYETHYLENE PIPE

PKS PARKING SIGN

PVC POLYVINYL CHLORIDE PIPE

RC RIBBON CURB

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

SAN SANITARY MANHOLE

SAN S SANITARY SEWER

SANC SANITARY CLEANOUT

SMH STORM MANHOLE

ST S STORM SEWER

TAD TRUNCATED DOMES PLATE

TC TOP OF CONCRETE CURB

TCS TRAFFIC CONTROL SIGN

TD TRENCH DRAIN

TRANS TRANSFORMER

UGC UNDERGROUND COMMUNICATION LINE

UGE UNDERGROUND ELECTRIC LINE

VCP VITRIFIED CLAY PIPE

W WATER LINE

WMH WATER MANHOLE

WV WATER VALVE

BAS BASSWOOD TREE

BIR BIRCH TREE

CRAB CRABAPPLE TREE

FIR FIR TREE

LOC LOCUST TREE

MPL MAPLE TREE

PIN PINE TREE

POP POPLAR TREE

SHB SHRUB

SPR SPRUCE TREE

TR DECIDUOUS TREE

(P) "PER PLAN"

1. SURVEY DATA SHOWN IN GREY IS FROM 2004 ALTA

PERFORMED BY SUNDE LAND SURVEYING.

2. SURVEY DATA SHOWN IN DARK IS FROM 2024 SURVEY

PERFORMED BY SUNDE LAND SURVEYING.

BENCHMARKS

1. TOP OF NUT OF FIRE HYDRANT APPROX. 106 FT

SOUTHWESTERLY FROM THE MOST NORTHERLY

CORNER OF BUILDING 505 (SHOWN ON V101)

ELEV. = 831.91'

2. TOP OF NUT OF FIRE HYDRANT AT NORTH SIDE OF

DROP-OFF CIRCLE (SHOWN ON V101)

ELEV. = 830.16'

3. TOP OF NUT OF FIRE HYDRANT APPROX. 208 FT

SOUTHERLY FROM THE MOST EASTERLY CORNER OF

BUILDING 506 (NOT SHOWN)

ELEV. = 818.99'

4. TOP OF NUT OF FIRE HYDRANT APPROX. 85 FT

WESTERLY FROM THE SOUTHWEST CORNER OF

BUILDING 509

ELEV. = 832.06'

5. TOP OF NUT OF FIRE HYDRANT APPROX. 40 FT

NORTHEASTERLY FROM THE NORTHEAST CORNER OF

BUILDING 510

ELEV. = 830.58'

GENERAL SHEET NOTES

SHEET ABBREVIATIONS

00 40 80

NORTH

TOPOGRAPHIC SURVEY - MEPA1 1"= 40'

2Q R

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Pl an s-

SHEET ID

U .S

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C O

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D R

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C H

D B

E D

C O

N O

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3 5 7 9 11 13 15 17 19

E M

C R

O N

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G R

U R

- S

V-103

MATCHLINE V102

AIS ADVERTISING AND INFORMATION SIGN

AC AIR CONDITIONER

BE BUILDING ENTRANCE

BH BEEHIVE CATCH BASIN

CB CATCH BASIN

CBOX CONTROL BOX

CBX COMMUNICATION BOX

CMH COMMUNICATION MANHOLE

CMP CORRUGATED METAL PIPE

COL BUILDING COLUMN

EO ELECTRIC OUTLET

FES FLARED END SECTION

FP FLAG POLE

GAS V GAS VALVE

GEN GENERATOR

GM GAS METER

GMH GAS MANHOLE

GP GUARD POST

GRDL GROUND LIGHT

GYP GUY POLE

HCR DISABLED RAMP

HCS DISABLED SIGN

HH HANDHOLE

HHC COMMUNICATION HANDHOLE

HHE ELECTRIC HANDHOLE

HYD FIRE HYDRANT

INV STRUCTURE INVERT

LA LANDSCAPING

LP LIGHT POLE

MC METAL COVER

MH MANHOLE

OPC OUTDOOR POWER CENTER

(P) PER PLAN

PEP POLYETHYLENE PIPE

PKS PARKING SIGN

PVC POLYVINYL CHLORIDE PIPE

RC RIBBON CURB

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

SAN SANITARY MANHOLE

SAN S SANITARY SEWER

SANC SANITARY CLEANOUT

SMH STORM MANHOLE

ST S STORM SEWER

TAD TRUNCATED DOMES PLATE

TC TOP OF CONCRETE CURB

TCS TRAFFIC CONTROL SIGN

TD TRENCH DRAIN

TRANS TRANSFORMER

UGC UNDERGROUND COMMUNICATION LINE

UGE UNDERGROUND ELECTRIC LINE

VCP VITRIFIED CLAY PIPE

W WATER LINE

WMH WATER MANHOLE

WV WATER VALVE

BAS BASSWOOD TREE

BIR BIRCH TREE

CRAB CRABAPPLE TREE

FIR FIR TREE

LOC LOCUST TREE

MPL MAPLE TREE

PIN PINE TREE

POP POPLAR TREE

SHB SHRUB

SPR SPRUCE TREE

TR DECIDUOUS TREE

(P) "PER PLAN"

1. SURVEY DATA SHOWN IN GREY IS FROM 2004 ALTA

PERFORMED BY SUNDE LAND SURVEYING.

2. SURVEY DATA SHOWN IN DARK IS FROM 2024 SURVEY

PERFORMED BY SUNDE LAND SURVEYING.

BENCHMARKS

1. TOP OF NUT OF FIRE HYDRANT APPROX. 106 FT

SOUTHWESTERLY FROM THE MOST NORTHERLY

CORNER OF BUILDING 505 (SHOWN ON V101)

ELEV. = 831.91'

2. TOP OF NUT OF FIRE HYDRANT AT NORTH SIDE OF

DROP-OFF CIRCLE (SHOWN ON V101)

ELEV. = 830.16'

3. TOP OF NUT OF FIRE HYDRANT APPROX. 208 FT

SOUTHERLY FROM THE MOST EASTERLY CORNER OF

BUILDING 506 (NOT SHOWN)

ELEV. = 818.99'

4. TOP OF NUT OF FIRE HYDRANT APPROX. 85 FT

WESTERLY FROM THE SOUTHWEST CORNER OF

BUILDING 509 (SHOWN ON V102)

ELEV. = 832.06'

5. TOP OF NUT OF FIRE HYDRANT APPROX. 40 FT

NORTHEASTERLY FROM THE NORTHEAST CORNER OF

BUILDING 510 (SHOWN ON V102)

ELEV. = 830.58'

GENERAL SHEET NOTES

SHEET ABBREVIATIONS

00 40 80

NORTH

TOPOGRAPHIC SURVEY - SIGNA1 1"= 40'

2Q R

_C F_

Pl an s-x x x x x x x x x x x x x x x x x x x x x

T T T T T T T T T T T T T T T T

T T

T T T T T T T T T T T T T T

T T

T T T T T T T

T T

CB CB

E E E E E E

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

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R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

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2 4 6 8 10 12 14 16 18 20

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33' UNOBSTRUCTED SPACE, PER

UFC 4-010-10, SECTION 3-2

N P

CD101

B505

B506

SHEET KEYNOTES

1. DEMOLISH PCC PAVEMENT

2. FULL-DEPTH SAWCUT

3. REMOVE VEGETATION WITHIN 33' UNOBSTRUCTED

SPACE PER UFC 4-010-10, SECTION 3

4. DEMOLISH CHAIN-LINK FENCE & GATES

5. REMOVE SINGLE BARBED-WIRE OUTRIGGER (PROTECT

EXISTING FENCE)

6. DEMOLISH POWER POLE

7. DEMOLISH ELECTRICAL PANEL & OUTLETS INSTALLED ON

FENCE

TRUE NORTH

PLAN NORTH

1 1

GENERAL SHEET NOTES

1. CONTRACTOR SHALL PROTECT EXISTING ROADS,

CURB/GUTTERS, TRAIL, TREES, LAWNS AND SITE

ELEMENTS DURING CONSTRUCTION OPERATIONS.

DAMAGE TO SAME SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

2. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION

OF UNDERGROUND AND ABOVE GRADE UTILITIES AND

PROVIDE THE NECESSARY PROTECTION FOR SAME

BEFORE CONSTRUCTION BEGINS.

3. UNDERGROUND UTILITIES SHALL BE MARKED BY UTILITY

LOCATOR, AND CONTRACTOR SHALL PROTECT AND

MAINTAIN MARKINGS THROUGHOUT THE DURATION OF

THE WORK.

00 20 40

DEMOLITION PLAN - B505A1 1"= 20'

2Q R

_C F_

Pl an s-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 x x x x x

W\\A//

//FNC// //FNC// //FNC// //FNC// //F

//FNC// //FNC//

//FN

//FNC// //FNC//

//FN

US Army Corps of Engineers ®

SHEET ID

U .S

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M Y

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D R

B Y:

D B

C H

D B

E D

C O

N O

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MSP AIRPORT / INSTALLATION

SHARED PERIMETER FENCE

PROTECT EXISTING FENCE

PROTECT EXISTING GATE

N P

CD102

SHEET KEYNOTES

1. DEMOLISH PCC PAVEMENT

2. FULL-DEPTH SAWCUT

3. REMOVE VEGETATION WITHIN 33' UNOBSTRUCTED

SPACE PER UFC 4-010-10, SECTION 3

4. DEMOLISH CHAIN-LINK FENCE & GATES

5. REMOVE SINGLE BARBED-WIRE OUTRIGGER (PROTECT

EXISTING FENCE)

6. DEMOLISH POWER POLE

7. DEMOLISH ELECTRICAL PANEL & OUTLETS INSTALLED ON

FENCE

B510

B509

B511

B510

B509

B511

B510

B509

B511

GENERAL SHEET NOTES

1. CONTRACTOR SHALL PROTECT EXISTING ROADS,

CURB/GUTTERS, TRAIL, TREES, LAWNS AND SITE

ELEMENTS DURING CONSTRUCTION OPERATIONS.

DAMAGE TO SAME SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

2. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION

OF UNDERGROUND AND ABOVE GRADE UTILITIES AND

PROVIDE THE NECESSARY PROTECTION FOR SAME

BEFORE CONSTRUCTION BEGINS.

3. UNDERGROUND UTILITIES SHALL BE MARKED BY UTILITY

LOCATOR, AND CONTRACTOR SHALL PROTECT AND

MAINTAIN MARKINGS THROUGHOUT THE DURATION OF

THE WORK.

00 40 80

NORTH

DEMOLITION PLAN - MEPA1 1"= 40'

2Q R

_C F_

Pl an s-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 x x x x x x x x x x x x x x x x

T T

W\\A//

E E

US Army Corps of Engineers ®

SHEET ID

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FACILITY MONUMENT SIGN

REFER TO SPEC SECTION

10 02 00.00 48 PART 6 AND

THE PRICE BREAKOUT

SCHEDULE

B505

A R

L R

O U

CD103

(E) MEP

(P) MEP

CONTRACTOR TRAILER AND

LAYDOWN / STAGING AREA

HAUL ROUTE

SECURITY CHECKPOINT

AT 34TH AVE.

PROJECT SITEHAUL ROUTE

MILITARY HWY.

WEIGEL BLVD.

HIGHWAY 62

MEP WORK AREA

(SHEETS CS102, CD102,

CG102, CP102, CU102)

B505 WORK AREA

(SHEETS CS101, CD101,

CG101, CP101, CU101)

B504

B506

B509

B510

(P) MEP

00 60 120

NORTH

SITE AREA & HAUL ROUTEA1 1"= 60' 00

2Q R

_C F_

Pl an s-x x x x x x x x x x x x x x x x x x x x

T T T T T T T T T T T T T T T T

T T

T T T T T T T T T T T T T T

T T

T T T T T T T

T T

CB CB

E E E E E E

SD SD

WWWWWWW

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

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

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D B

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D B

E D

C O

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CS101

33' UNOBSTRUCTED SPACE, PER UFC

4-010-10, SECTION 3-2

B505

B506

SHEET KEYNOTES

1. CONSTRUCT PCC SIDEWALK

2. CONSTRUCT PCC MOWSTRIP

3. CONSTRUCT PCC VEHICLE APRON

4. REGRADE AREA FOR EGRESS & DRAINAGE

5. INSTALL ROCK MULCH PER SPECIFICATION 01 02 00.00 48,

PART 5.

6. CONSTRUCT AGGREGATE-SURFACED MEP LOT

7. CONSTRUCT 8' HIGH CHAIN-LINK FENCE WITH 3-STRAND

BARBED WIRE ON Y-OUTRIGGER

8. CONSTRUCT 3-STRAND BARBED WIRE Y-OUTRIGGER ON

(E) 8' HIGH PERIMETER FENCE

9. CONSTRUCT 20' DUAL-SWINGING GATE WITH 3-STRAND

BARBED WIRE

10. CONSTRUCT LID WATER QUALITY BASIN

2 4

SITE PLAN - B505A1 1"= 20'

TRUE NORTH

PLAN NORTH

00 20 40

2Q R

_C F_

Pl an s-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 x x x x x

W\\A//

W\\A// x x x x x x x

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

E E E E E

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

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D R

B Y:

D B

C H

D B

E D

C O

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CONNECTION TO

EXISTING FENCE

CS102

CONNECTION TO

EXISTING FENCE

END Y-OUTRIGGER INSTALLATION

(PROTECT EXISTING FENCE)

SHEET KEYNOTES

1. CONSTRUCT PCC SIDEWALK

2. CONSTRUCT PCC MOWSTRIP

3. CONSTRUCT PCC VEHICLE APRON

4. REGRADE AREA FOR EGRESS & DRAINAGE

5. INSTALL ROCK MULCH PER SPECIFICATION 01 02 00.00 48,

PART 5.

6. CONSTRUCT AGGREGATE-SURFACED MEP LOT

7. CONSTRUCT 8' HIGH CHAIN-LINK FENCE WITH 3-STRAND

BARBED WIRE ON Y-OUTRIGGER

8. CONSTRUCT 3-STRAND BARBED WIRE Y-OUTRIGGER ON

(E) 8' HIGH PERIMETER FENCE

9. CONSTRUCT 20' DUAL-SWINGING GATE WITH 3-STRAND

BARBED WIRE

10. CONSTRUCT LID WATER QUALITY BASIN

B510

B509

B511

BEGIN Y-OUTRIGGER

INSTALLATION

(PROTECT EXISTING FENCE)

00 40 80

NORTH

SITE PLAN - MEPA1 1"= 40'

2Q R

_C F_

Pl an s-x x x x x x x x x x x x x x x x x x x x

T T T T T T T T T T T T T T T T

T T

T T T T T T T T T T T T T T

T T

T T T T T T T

T T

CB CB

E E E E E E

SD SD

WWWWWWW

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

831828

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

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3 5 7 9 11 13 15 17 19

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2 4 6 8 10 12 14 16 18 20

P2 : 5

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G R

D R

CG101

SHEET KEYNOTES

1. REGRADE TO DRAIN AWAY FROM ALL STRUCTURES AND

STABILIZE WITH SOD

2. PROTECT PATH OF EGRESS FROM FIRE EXIT

3. CONSTRUCT AT-GRADE STORM DRAIN INLETS TO

CAPTURE ROOF DOWNDRAIN

4. CONSTRUCT STORM DRAIN TO CONNECT TO EXISTING

STORM MANHOLE

5. CONSTRUCT LID WATER QUALITY BASIN

GENERAL SHEET NOTES

B505

B506

1 1

1. THESE NOTES APPLY TO ALL NON-PAVED AREAS

DISTURBED BY THE CONTRACTOR. THE LIMITS OF SOD

ARE DEPENDENT UPON THE CONTRACTOR'S DESIGN.

2. CONTOURS SHOWN ARE EXISTING.

3. GENERAL DRAINAGE PATTERN SHOWN IS CONCEPTUAL.

DRAINAGE DESIGN SHALL INCORPORATE STORM SEWER,

CATCH BASINS, MANHOLES, CULVERTS, CHANNELS,

CURBS, EROSION CONTROL MEASURES (BOTH

TEMPORARY AND PERMANENT).

4. 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 WORK.

5. CONTRACTOR SHALL FIELD VERIFY AND SOD AREAS TO

BE REGRADED. OTHER AREAS DISTURBED BY

CONSTRUCTION SHALL BE SEEDED.

6. WHERE SEED ABUTS PAVED SURFACES, FINISHED

GRADE OF SEED SHALL BE HELD 1" BELOW PAVED

SURFACE ELEVATION.

7. NO FERTILIZERS SHALL BE USED IN TURF

ESTABLISHMENT OR MAINTENANCE OPERATIONS.

8. SEE RFP SECTION 01 02 00.00 48, PART 5 FOR

LANDSCAPE DESIGN REQUIREMENTS.

GRADING & DRAINAGE PLAN - B505A1 1"= 20'

TRUE NORTH

PLAN NORTH

00 20 40

2Q R

_C F_

Pl an s-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 x x x x x

W\\A//

W\\A// x x x x x x x

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

E E E E E

829 829

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

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3 5 7 9 11 13 15 17 19

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2 4 6 8 10 12 14 16 18 20

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G R

D R

CG102

B510

B509

B511

SHEET KEYNOTES

1. REGRADE TO DRAIN AWAY FROM ALL STRUCTURES AND

STABILIZE WITH SOD

2. PROTECT PATH OF EGRESS FROM FIRE EXIT

3. CONSTRUCT AT-GRADE STORM DRAIN INLETS TO

CAPTURE ROOF DOWNDRAIN

4. CONSTRUCT STORM DRAIN TO CONNECT TO EXISTING

STORM MANHOLE

5. CONSTRUCT LID WATER QUALITY BASIN

GENERAL SHEET NOTES

1. THESE NOTES APPLY TO ALL NON-PAVED AREAS

DISTURBED BY THE CONTRACTOR. THE LIMITS OF SOD

ARE DEPENDENT UPON THE CONTRACTOR'S DESIGN.

2. CONTOURS SHOWN ARE EXISTING.

3. GENERAL DRAINAGE PATTERN SHOWN IS CONCEPTUAL.

DRAINAGE DESIGN SHALL INCORPORATE STORM SEWER,

CATCH BASINS, MANHOLES, CULVERTS, CHANNELS,

CURBS, EROSION CONTROL MEASURES (BOTH

TEMPORARY AND PERMANENT).

4. 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 WORK.

5. CONTRACTOR SHALL FIELD VERIFY AND SOD AREAS TO

BE REGRADED. OTHER AREAS DISTURBED BY

CONSTRUCTION SHALL BE SEEDED.

6. WHERE SEED ABUTS PAVED SURFACES, FINISHED

GRADE OF SEED SHALL BE HELD 1" BELOW PAVED

SURFACE ELEVATION.

7. NO FERTILIZERS SHALL BE USED IN TURF

ESTABLISHMENT OR MAINTENANCE OPERATIONS.

8. SEE RFP SECTION 01 02 00.00 48, PART 5 FOR

LANDSCAPE DESIGN REQUIREMENTS.

00 40 80

NORTH

GRADING & DRAINAGE PLAN - MEPA1 1"= 40'

2Q R

_C F_

Pl an s-x x x

W W W W W W W W W x x x x x x x x x x x x x x x x x x x x

T T T T T T T T T T T T T T T T

T T

T T T T T T T T T T T T T T

T T

T T T T T T T

T T

E E E E E

SD SD

WWWW

W W

W W W W W W W W W W W W W W W W W

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

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2 4 6 8 10 12 14 16 18 20

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CU101

EXISTING TRANSFORMER

LOCATION, REFER TO PART

4 FOR SCOPE OF WORK

INTERCEPT (E) MAINTENANCE MANHOLE

MH-15R (SEE TELECOMMUNICATIONS)

C H

(E) PERIMETER FENCE

EXISTING UTILITIES

TO B504

B505

B506

SHEET KEYNOTES

1. CONNECT FIRE WATER LATERAL LINE TO 12 IN PUBLIC

MAIN (APPROXIMATE LOCATION)

2. APPROXIMATE FIRE WATER LATERAL ALIGNMENT.

PROVIDE EASEMENT TO CITY.

3. CONNECT TO EXISTIGN BASE-OWNED WATER LINE

4. CONSTRUCT FIRE HYDRANT LOOP

5. PROVIDE MEP LOT LIGHTING PER CRITERIA. ROUTE

ELECTRICAL BRANCH CIRCUITS TO EXISTING

ELECTRICAL PANEL AT BUILDING 509. PROVIDE CIRCUIT

BREAKER AND BRANCH CIRCUIT. REFER TO RFP SECTION

01 02 00.00 48 PART 4 FOR ADDITIONAL INFORMATION.

6. PROVIDE MEP LOT MASS NOTIFICATION PER CRITERIA.

ROUTE FIRE ALARM CIRCUITS TO EXISTIGN FIRE ALARM /

MASS NOTIFICATION PANEL.

C H

(E) PERIMETER FENCE

GENERAL SHEET NOTES

1. REPLACE LANDSCAPING AND PAVEMENTS IN-KIND WHEN

DISTURBED FOR UTILITY WORK.

2. 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 MEANS AND

METHODS TO COMPLY WITH ALL RFP REQUIREMENTS.

3. COMPLY WITH REQUIREMENTS OF AND COORDINATE

WITH THE UTILITY SERVICE PROVIDERS.

4. CONTRACTOR'S BID SHALL INCLUDE CLEARING AND

GRUBBING, EXISTING PAVEMENT REMOVAL, AND

MISCELLANEOUS DEMOLITION NECESSARY FOR

PROPOSED CONSTRUCTION. REFER TO RFP SECTION 01

02 00 ATTACHMENTS FOR TOPOGRAPHIC SURVEY AND

GEOTECHNICAL SURVEY REPORT. THIS PLAN SHEET

DOES NOT SHOW ALL EXISTING INFORMATION.

CONTRACTOR SHALL RECONCILE THE INFORMATION IN

THE TOPOGRAPHIC SURVEY AND GEOTECHNICAL

SURVEY REPORT WITH THE PROPOSED WORK AND

INCLUDE ALL COSTS IN THEIR PROPOSAL.

5. ENSURE B505 COMPLIES WITH FIRE HOSE LAY-LENGTH

REQUIREMENTS.

(E) WATER MAIN.

PROVIDE EASEMENT.

SITE UTILITY PLAN - B505A1 1"= 20'

TRUE NORTH

PLAN NORTH

00 20 40

2Q R

_C F_

Pl an s-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 x x x x x

W\\A//

W\\A// x x x x x x x

W W

W W W W

W W

W W W W

W W

E E E E E

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

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2 4 6 8 10 12 14 16 18 20

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CU102

8" WATER LINE

12" (ABAN)

PROTECT IN

PLACE

APPROX. LOCATION OF CIRCUIT

BREAKER FOR SITE LIGHTING

CONNECTION AT B510

SHEET KEYNOTES

1. CONNECT FIRE WATER LATERAL LINE TO 12 IN PUBLIC

MAIN (APPROXIMATE LOCATION)

2. APPROXIMATE FIRE WATER LATERAL ALIGNMENT

3. CONNECT TO EXISTING BASE-OWNED WATER LINE

4. CONSTRUCT FIRE HYDRANT LOOP

5. PROVIDE MEP LOT LIGHTING PER CRITERIA. ROUTE

ELECTRICAL BRANCH CIRCUITS TO EXISTING

ELECTRICAL PANEL AT BUILDING 510. PROVIDE CIRCUIT

BREAKER AND BRANCH CIRCUIT. REFER TO RFP SECTION

01 02 00.00 48 PART 4 FOR ADDITIONAL INFORMATION.

6. PROVIDE MEP LOT MASS NOTIFICATION PER CRITERIA.

ROUTE FIRE ALARM CIRCUITS TO EXISTING FIRE ALARM /

MASS NOTIFICATION PANEL.

GENERAL SHEET NOTES

MATCH LINE RIGHT

MATCH LINE LEFT

B510

B509

B511

1. REPLACE LANDSCAPING AND PAVEMENTS IN-KIND WHEN

DISTURBED FOR UTILITY WORK.

2. 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 MEANS AND

METHODS TO COMPLY WITH ALL RFP REQUIREMENTS.

3. COMPLY WITH REQUIREMENTS OF AND COORDINATE

WITH THE UTILITY SERVICE PROVIDERS.

4. CONTRACTOR'S BID SHALL INCLUDE CLEARING AND

GRUBBING, EXISTING PAVEMENT REMOVAL, AND

MISCELLANEOUS DEMOLITION NECESSARY FOR

PROPOSED CONSTRUCTION. REFER TO RFP SECTION 01

02 00 ATTACHMENTS FOR TOPOGRAPHIC SURVEY AND

GEOTECHNICAL SURVEY REPORT. THIS PLAN SHEET

DOES NOT SHOW ALL EXISTING INFORMATION.

CONTRACTOR SHALL RECONCILE THE INFORMATION IN

THE TOPOGRAPHIC SURVEY AND GEOTECHNICAL

SURVEY REPORT WITH THE PROPOSED WORK AND

INCLUDE ALL COSTS IN THEIR PROPOSAL.

5. ENSURE B505 COMPLIES WITH FIRE HOSE LAY-LENGTH

REQUIREMENTS.

00 40 80

NORTH

SITE UTILITY PLAN - MEPA1 1"= 40'

2Q R

_C F_

Pl an s-

A B C D E F H J K L M N O P R S T U

EXISTING LINK TO

BUILDING 506

EXISTING UNIT STORAGE CAGING,

WITH DOORS, TYPICAL THIS AREA

1/16" = 1'-0"A-001

EXISTING FIRST FLOOR PLAN - OVERALL1

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

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

M a rs h a ll

S t

N E

M in n e a p o lis

-1

R S

P A r c h it e c t s

L td

P N

F Y

.7 f a x rs p a rc h .c o m

A-001

E X

S T

F L O

O R

P L A

O V

E R

A L L

F O

R T

S N

E L L

N E

A P

O L

E S

O T

A L O

L E

T R

D r M a rt in L u th e r

K in g J r P l.

L o u is v ill e K

C B

R O

S S

M A

T P

O W

E R

T G

R U

N D

T N

E R

U N

C E

R T

D F

L D

E S

S U

B M

A L

D /B

R F

P R

E P

B U

S A

R C

E N

T E

0 4' 8' 16' 24'

PLAN NORTH

TRUE N

ORTH

KEYNOTES - FLOOR PLAN

NO. DESCRIPTION

1 EXISTING LEAD LINED GYP. BOARD PARTITIONS

2 EXISTING VERICAL MECHANICAL CHASE

3 INFILL OPENING IN EXISTING WALL TO MATCH

ADJACENT CAVITY WALL

4 THIS EXISTING WALL IS THE EASTERLY LIMITS OF

BUILDING 505 RENOVATION. THE 'LINK'

IS OUTSIDE OF THIS PROJECT SCOPE. BRICK WALL

AREA ALONG GRID 'U', AND ABOVE THE LINK ROOF,IS TO

BE PART OF THIS PROJECT.

2Q R

_C F_

Pl an s-

OPEN TO ASSEMBLY

HALL BELOW

ROOF

A B C D E F H J K L M N O P

ROOF

BELOW

1/16" = 1'-0"A-002

EXISTING SECOND FLOOR PLAN -

OVERALL1

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

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

M a rs h a ll

S t

N E

M in n e a p o lis

-1

R S

P A r c h it e c t s

L td

P N

F Y

.7 f a x rs p a rc h .c o m

A-002

E X

S E

C O

N D

F L O

O R

P L A

O V

E R

A L L

F O

R T

S N

E L L

N E

A P

O L

E S

O T

A L O

L E

T R

D r M a rt in L u th e r

K in g J r P l.

L o u is v ill e K

C B

R O

S S

M A

T P

O W

E R

T G

R U

N D

T N

E R

U N

C E

R T

D F

L D

E S

S U

B M

A L

D /B

R F

P R

E P

B U

S A

R C

E N

T E

0 4' 8' 16' 24'

PLAN NORTH

TRUE N

ORTH

2Q R

_C F_

Pl an s-

R E

UNIT STORAGE

137C

STAIR A

102STAIR B

MECH / ELEC

STAIR C

CHAIR TABLE

STOR

ARMS VAULT

LOBBY

CLASSROOM

SIMULATOR

ELEV EQUIP

CLASSROOM

MENS

MENS SHOWER

MENS LOCKER

PHYISCAL

READINESS

WOMENS

WOMENS LOCKER

RETENTION

FAMILY SUPPORT

ARCC

JANITOR

LACTATION

UNISEX

STORAGE

WOMEN

FAC MGR

ARMORER

FAC MAINT STOR

OFFICE

ASSEMBLY

BREAK / VEND

OFFICE

VESTIBULE

CIRC ASSEMBLY

100A

MENS

OFFICE

CLASSROOM

CIRCULATION

100B

UNIT STORAGE

137D

A -1

A B C D E F H J K L M N O P R S T U

EXISTING 'LINK'

TO 506

BUILDING 506

VESTIBULE

MAIN TR

UNIT STORAGE

137B

UNIT STORAGE

137A

FAC MAINT STOR

STAIR D

TEAM ROOM

CATV EF

119A

WOMENS

SHOWER

ELEVATOR

CIRC

STAGING

VESTIBULE

STORAGE

130A

NOTE:

THE LINK IS NOT AVAILABLE FOR

REGULAR CONTRACTOR ACCESS.

WHERE THE SCOPE OF WORK

REQUIRES ACCESS TO FACILITATE

CONSTRUCTION OF THE BUILDING

505 PROJECT, COORDINATE WITH

THE CONTRACTING OFFICER

REPRESENTATIVE.

DO NOT RESTRICT EMERGENCY

EGRESS FROM B506 TO THE PLAN

SOUTH DOORS OF THE LINK

1/16" = 1'-0"A-101

FIRST FLOOR PLAN - OVERALL1

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

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

M a rs h a ll

S t

N E

M in n e a p o lis

-1

R S

P A r c h it e c t s

L td

P N

F Y

.7 f a x rs p a rc h .c o m

A-101

S T

F L O

O R

P L A

O V

E R

A L L

F O

R T

S N

E L L

N E

A P

O L

E S

O T

A L O

L E

T R

D r M a rt in L u th e r

K in g J r P l.

L o u is v ill e K

C B

R O

S S

M A

T P

O W

E R

T G

R U

N D

T N

E R

U N

C E

R T

D F

L D

E S

S U

B M

A L

D /B

R F

P R

E P

B U

S A

R C

E N

T E

0 4' 8' 16' 24'

PLAN NORTH

TRUE N

ORTH

2Q R

_C F_

Pl an s-

R E

STAIR A

102STAIR B

CLASSROOM

SIMULATOR

MENS

MENS SHOWER

MENS LOCKER

PHYISCAL

READINESS

WOMENS

WOMENS LOCKER

RETENTION

FAMILY SUPPORT

ARCC

BREAK / VEND

VESTIBULE

MECH / ELEC

M A

T C

H L

A -1

M A

T C

H L

A -1

A B C D E F H J

TEAM ROOM

ELEV EQUIP

VESTIBULE

ELEVATOR

LOBBY

CATV EF

119A

WOMENS

SHOWER

CIRC

VESTIBULE

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

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

M a rs h a ll

S t

N E

M in n e a p o lis

-1

R S

P A r c h it e c t s

L td

P N

F Y

.7 f a x rs p a rc h .c o m

A-102

E N

L A

R G

E D

S T

F L O

O R

P L A

A R

E A

F O

R T

S N

E L L

N E

A P

O L

E S

O T

A L O

L E

T R

D r M a rt in L u th e r

K in g J r P l.

L o u is v ill e K

C B

R O

S S

M A

T P

O W

E R

T G

R U

N D

T N

E R

U N

C E

R T

D F

L D

E S

S U

B M

A L

D /B

R F

P R

E P

B U

S A

R C

E N

T E

3/32" = 1'-0"A-102

FIRST FLOOR PLAN - AREA A1

0 4' 8' 16'

PLAN NORTH

TRUE N

ORTH

KEYNOTES - FLOOR PLAN

NO. DESCRIPTION

1 EXISTING LEAD LINED GYP. BOARD PARTITIONS

2 EXISTING VERICAL MECHANICAL CHASE

3 INFILL OPENING IN EXISTING WALL TO MATCH

ADJACENT CAVITY WALL

4 THIS EXISTING WALL IS THE EASTERLY LIMITS OF

BUILDING 505 RENOVATION. THE 'LINK'

IS OUTSIDE OF THIS PROJECT SCOPE. BRICK WALL

AREA ALONG GRID 'U', AND ABOVE THE LINK ROOF,IS TO

BE PART OF THIS PROJECT.

2Q R

_C F_

Pl an s-

UNIT STORAGE

137C

STAIR C

CHAIR TABLE

STOR

ARMS VAULT

CLASSROOM

JANITOR

LACTATION

UNISEX

STORAGE

WOMEN

FAC MGR

ARMORER

FAC MAINT STOR

OFFICE

CIRC ASSEMBLY

100A

MENS

OFFICE

CLASSROOM

CIRCULATION

100B

UNIT STORAGE

137D

ASSEMBLY

M A

T C

H L

E M

A T

C H

A -1

J K L M N O P R S T U

MAIN TR

UNIT STORAGE

137A

UNIT STORAGE

137B

FAC MAINT STOR

76 75 74 73 72 71 70 69

09 08

15 16 17

18 19

222120

242526

27 28

343536

37 38

33 32

313029

414039

02 0103040506

STAGING

EXISTING 'LINK'

TO 506

BUILDING 506

CAGES PROGRAMMED: 77

CAGES PLACED: 76

STAIR D

777879

STORAGE

130A

446TH 472ND

444TH

945TH

457TH

3 3 3 3

847TH

214TH

983RD

3/32" = 1'-0"A-103

ENLARGED FIRST FLOOR PLAN - AREA B1

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

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

M a rs h a ll

S t

N E

M in n e a p o lis

-1

R S

P A r c h it e c t s

L td

P N

F Y

.7 f a x rs p a rc h .c o m

A-103

E N

L A

R G

E D

S T

F L O

O R

P L A

A R

E A

F O

R T

S N

E L L

N E

A P

O L

E S

O T

A L O

L E

T R

D r M a rt in L u th e r

K in g J r P l.

L o u is v ill e K

C B

R O

S S

M A

T P

O W

E R

T G

R U

N D

T N

E R

U N

C E

R T

D F

L D

E S

S U

B M

A L

D /B

R F

P R

E P

B U

S A

R C

E N

T E

0 4' 8' 16'

PLAN NORTH

TRUE N

ORTH

KEYNOTES - FLOOR PLAN

NO. DESCRIPTION

1 EXISTING LEAD LINED GYP. BOARD PARTITIONS

2 EXISTING VERICAL MECHANICAL CHASE

3 INFILL OPENING IN EXISTING WALL TO MATCH

ADJACENT CAVITY WALL

4 THIS EXISTING WALL IS THE EASTERLY LIMITS OF

BUILDING 505 RENOVATION. THE 'LINK'

IS OUTSIDE OF THIS PROJECT SCOPE. BRICK WALL

AREA ALONG GRID 'U', AND ABOVE THE LINK ROOF,IS TO

BE PART OF THIS PROJECT.

2Q R

_C F_

Pl an s-

REF.

MENS

OFFICE

UNIT COMMONS

OFFICE

CLASSROOM

ELEC

OFFICE

MECH

UNIT COMMONS

TEAM ROOM

OFFICE

STAIR D

OPEN TO

ASSEMBLY

HALL

BELOW

ROOF

BELOW

UNIT COMMONS

A B C D E F H J K L M N O P

OFFICE

TEAM ROOM

OFFICE

BREAK

JAN

ELEVATOR

STAIR B

WOMENS

STAIR A

OFFICE

CIRCULATION

ROOF

BELOW

STAIR C

UNIT COMMONS

506 'LINK'

ROOF BELOW

1/16" = 1'-0"A-104

SECOND FLOOR PLAN - OVERALL1

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

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

M a rs h a ll

S t

N E

M in n e a p o lis

-1

R S

P A r c h it e c t s

L td

P N

F Y

.7 f a x rs p a rc h .c o m

A-104

S E

C O

N D

F L O

O R

P L A

O V

E R

A L L

F O

R T

S N

E L L

N E

A P

O L

E S

O T

A L O

L E

T R

D r M a rt in L u th e r

K in g J r P l.

L o u is v ill e K

C B

R O

S S

M A

T P

O W

E R

T G

R U

N D

T N

E R

U N

C E

R T

D F

L D

E S

S U

B M

A L

D /B

R F

P R

E P

B U

S A

R C

E N

T E

0 4' 8' 16' 24'

PLAN NORTH

TRUE N

ORTH

2Q R

_C F_

Pl an s-

REF.

MENS

OFFICE

260UNIT COMMONS

OFFICE

CLASSROOM

ELEC

OFFICE

MECH

UNIT COMMONS

208OFFICE

OFFICE

UNIT COMMONS

TEAM ROOM

OFFICE

STAIR D

A B C D E F H J K L M N O P

1 CUBE1

5 BENCHING

UNIT COMMONS

OFFICE

252 OFFICE

OFFICE

JAN

ELEVATOR

STAIR B

STAIR C

WOMENS

UNIT COMMONS 208, 220 & 221:

12 CUBES

32 BENCHING

OFFICE

BREAK

3 CUBE

40 BENCHING

UNIT COMMONS

TEAM ROOM

UNIT COMMONS

STAIR A

CIRCULATION

ROOF

BELOW

162 SF

STAIR B

PENTHOUSE

H J K L

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

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

M a rs h a ll

S t

N E

M in n e a p o lis

-1

R S

P A r c h it e c t s

L td

P N

F Y

.7 f a x rs p a rc h .c o m

A-105

E N

L A

R G

E D

S E

C O

N D

F L O

O R

E N

T H

O U

S E

P L A

F O

R T

S N

E L L

N E

A P

O L

E S

O T

A L O

L E

T R

D r M a rt in L u th e r

K in g J r P l.

L o u is v ill e K

C B

R O

S S

M A

T P

O W

E R

T G

R U

N D

T N

E R

U N

C E

R T

D F

L D

E S

S U

B M

A L

D /B

R F

P R

E P

B U

S A

R C

E N

T E

0 4' 8' 16'

PLAN NORTH

3/32" = 1'-0"A-105

ENLARGED SECOND FLOOR PLAN1

3/32" = 1'-0"A-105

PENTHOUSE FLOOR PLAN2

TRUE N

ORTH

0 4' 8' 16'

2Q R

_C F_

Pl an s-

SEATING

STORAGE

TABLES

MISCELLANEOUS

WOOD TABLES

GUEST CHAIR WITH ARMS

TASK CHAIR WITH ARM

- TYPICAL TASK CHAIR

SOFT CASTERS

ARMLESS STACK CHAIR

5-HIGH METAL STORAGE CABINET

W/ DOUBLE DOORS

36"W X 18"D X 65"H

FIXED LEG ROUND TABLE

36"DIA x 29"H

FLIP-TOP TABLE

24"D x 60"W x x 29"H

DESKSIDE WASTEBASKET - MEDIUM

14.4"W X 10.25"D X 15"H; 7 GAL.

WASTEBASKET - LARGE

15.25"W X 11"D X 19.9"H; 10 GAL.

WASTE RECEPTACLE W/ SWING LID;

20"W x 11"D 30"H; 23 GAL

DESKSIDE RECYCLING - MEDIUM

14.4"W X 10.25"D X 15"H; 7 GAL.

RECYCLING CONTAINER - LARGE

15.25"W X 11"D X 19.9"H; 10 GAL.

2 STREAM RECYCLING;

26.8"W X 23.6"D X 35.5"H; 46 GAL.

MOBILE FLOOR LECTERN

20"W x 16"D x 44"H

FREESTANDING TASK LIGHT

*ONE TO BE USED ON EVERY DESK OR

WORKSTATION THAT ISN'T PROVIDED

WITH AN OVERHEAD TASK LIGHT

FULL MOTION MOUNTING

BRACKET, *TV GOVERNMENT

FURNISHED GOVERNMENT

INSTALLED*

GUEST CHAIR WITH ARMS

TASK STOOL WITH ARMS

HARD CASTERS

STACK CHAIR, UPHOLSTERED W/ ARM

ARMLESS STACK CHAIR

WOOD GUEST CHAIR W/

UPHOLSTERED SEAT AND BACK

FIXED LEG ROUND TABLE

42"DIA x 29"H

FOLDING LEG TABLE

W/ POWER UP 24"D x 60"W x 29"H

3-HIGH METAL LATERAL FILE;

36"W X 18"D X 39"H

ROUND TABLE

42"DIA

SQUARE TABLE

24"D X 24"W X 22"H

MAGAZINE TABLE

24"D X 42"W X 15"H

LATERAL FILE;

36"W X 18"D X 54"H

4-HIGH WOOD BOOKCASE;

36"W X 15"D X 52"H

SINGLE MONITOR ARM

BOLT-THRU MOUNT

MOUNTING PLATE ATTACHMENT

SINGLE MONITOR ARM

2-PIECE CLAMP

STANDARD CLAMP ATTACHMENT

8 OUTLET POWER STRIP W/

OCCUPANCY SENSOR

*ONE TO BE USED ON EVERY DESK,

WORKSTATION, AND WORKBENCH

MAGNIFYING TASK LIGHT W/ CLAMP BASE

*PROVIDE AT WORKBENCHES

WORKBENCH W/

WOOD TOP

72"W X 30"D X 36"H

ROUND TABLE

36"DIA

DESK PAD

*TO BE USED WITH WOOD DESKING

4-HIGH WOOD LATERAL FILE;

36"W X 24"D X 54"H

4-HIGH WOOD BOOKCASE;

36"W X 15"D X 52"H

TASK CHAIR WITH ARM -

TYPICAL TASK CHAIR

HARD CASTERS

LOUNGE CHAIR

HIGH BACK DESK CHAIR

WOOD GUEST CHAIR W/

UPHOLSTERED SEAT AND BACK

GLIDER - LACTATION ROOM

FIXED LEG TABLE

24" x 72"W x 29"H

LITERATURE RACK

24"W x 32.5"D x 46"H

FOLDING TABLE

W/ SEATING

30"D X 139"W X 29"H

FIXED LEG TABLE

36" x 72"W x 29"H

FIXED LEG SQUARE TABLE

36"D x 36"W x 29"H

COMMON PLASTIC LAMINATE TOP

18"D X 72'"W

COMMON PLASTIC LAMINATE TOP

36"D X 72'"W

SHELVING UNIT ON CASTERS

36"W X 18"D X 72"H

CHAIR DOLLY

FIXED LEG TABLE

48"D x 96"W x 29"H

'IN TANDEM' TABLE FOR SIPERNET;

30"W X36"D W/ 23"H DIVIDER SCREENS

AND PRIVACY PANELS, ADJUSTABLE

KEYBOARD TRAY

'IN TANDEM' TABLE FOR

LEARNING CENTER;

30"W X36"D W/ 23"H DIVIDER SCREENS

AND PRIVACY PANELS, ADJUSTABLE

KEYBOARD TRAY

STACK CHAIR, UPHOLSTERED W/ ARM

4-HIGH BOOKCASE;

36"W X 18"D

TASK STOOL WITH ARMS

SOFT CASTERS

NESTING CHAIR

FIXED LEG TABLE

24" x 60"W x 29"H

FIXED LEG TABLE

30" x 60"W x 29"H

FOLD -IN-HALF TABLE WITH

COLLAPSIBLE LEG

30"D X 96"

5-HIGH METAL LATERAL FILE;

30"W X 18"D X 65"H

3-HIGH STORAGE CABINET

W/ DOUBLE DOORS;

36"W X 18"D X 39"H

4-HIGH LATERAL FILE;

36"W X 27"D X 52"H

WOOD FLOOR LECTERN

24"W X 23.5"D X 46"H

CH1A

CH2

CH3

CH4

TR36

TR42

LF3

SC5

TF42

OT1

OT2

FF4

BB4

LE1

TL1

TFT26

TP26

MTB1

CH14

MA1

MA2

WB2

TL2

DP1

BT4

FT4

TT36

CH1

CH6

CH7

CH8

CH10

CH12

CH13

LR1

CH5

TA12

T27

TS36

CD1

CH5A

CH4A

CH9 BC4

T26

T36

TA8

LF5

SC3

LFB4 / SH1

LEG1

LT36

LT16

T48

SH1

R1 R2

SP1

TA12

T38

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

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

M a rs h a ll

S t

N E

M in n e a p o lis

-1

R S

P A r c h it e c t s

L td

P N

F Y

.7 f a x rs p a rc h .c o m

IF001

F U

R N

R E

L E

G E

N D

F O

R T

S N

E L L

N E

A P

O L

E S

O T

A L O

L E

T R

D r M a rt in L u th e r

K in g J r P l.

L o u is v ill e K

C B

R O

S S

M A

S H

A R

G T

O N

A M c R

E A

D Y

U N

C E

R T

D F

L D

E S

S U

B M

A L

D /B

R F

P R

E P

B U

S A

R C

E N

T E

3/8" = 1'-0"1

TYP. FURNITURE

2Q R

_C F_

Pl an s-

PHYSICAL READINESS

TR1

EC1

RC1

MS1

MS2

MS3

MS4

MS5

PC1

FM1

FB1

IB1

DR1

DS1

DS2

MS7

AM1

MS6

TREADMILL

ELLIPTICAL

CROSS-TRAINER

RECUMBENT BIKE

23"W x 67"D x 52"H

45 DEGREE

BACK EXTENSION

30"W x 58"D x 32"H

LEG PRESS

38"W x 62"D x 77"H

MULTI-PRESS

51"W x 78"D x 62"H

LAT PULL-DOWN

43"W x 60"D x 89"H

BENT LEG AB BOARD

28"W x 57"D x 41"H

POWER CAGE W/

WEIGHT SET &

POWER BAR

FLOOR MAT

48"W x 60"D

FLAT BENCH

24"W x 48"D x 17"H

INCLINE BENCH

25"W x 56"D x 46"H

DUMBBELL RACK

DUMBBELL SET

5-50 LBS

DUMBBELL SET

55-100 LBS

VR1 ROW

ADAPTIVE-MOTION

TRAINER

LEG RAISE/ DIP

47"L x 34"W x 64"H

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

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

M a rs h a ll

S t

N E

M in n e a p o lis

-1

R S

P A r c h it e c t s

L td

P N

F Y

.7 f a x rs p a rc h .c o m

IF002

F U

R N

R E

L E

G E

N D

F O

R T

S N

E L L

N E

A P

O L

E S

O T

A L O

L E

T R

D r M a rt in L u th e r

K in g J r P l.

L o u is v ill e K

C B

R O

S S

M A

S H

A R

G T

O N

A M c R

E A

D Y

U N

C E

R T

D F

L D

E S

S U

B M

A L

D /B

R F

P R

E P

B U

S A

R C

E N

T E

3/8" = 1'-0"1

TYP. FURNITURE CONTINUED

2Q R

_C F_

Pl an s-

5 6

1. 30"x72" D-Top Desk

2. 24"x48" Rectangular Bridge

3. 24"x72" Rectangular Credenza

4. 72" Overhead w/ Tasklight & Tackboard

5. BBF Worksurface Supporting Ped 20"d

6. FF Worksurface Supporting Ped 20"d

7. Provide modesty panels roomside

5 6

1. 30"x72" D-Top Desk

2. 24"x48" Rectangular Bridge

3. 24"x72" Rectangular Credenza

4. 72" Overhead w/ Tasklight & Tackboard

5. BBF Worksurface Supporting Ped 20"d

6. FF Worksurface Supporting Ped 20"d

7. Provide modesty panel roomside

Colonel, Commanding or Part of Suite, or CSM

(Visually Distinguishable from ARCC) Transitional

Style

1. 36"x72" Wood Desk

2. 24"x48" Wood Return

3. 24"x72" Wood Credenza

4. 14.75"x72" Wood Highback Organizer w/

Wooden Hinged Doors, Tasklight, and Tackboard

5. Wood Pedestal FF Legal Width 35"d

6. Wood Pedestal BBF Legal Width 23"d

7. Center Drawer

2 3

Family Support, Recruiting/Retention, & ARCC Office

Transitional Style

1. 48"x72" U-Top Radius Veneered Worksurface

2. Veneered Pedestal BBF 18" W 23"d

3. Veneered Pedestal FF 18" W 23"d

4. Center Drawer

5. 24"x30" Veneered Return

6.…

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 Jun 17, 2024.