W911SA20B2015 Attachment 3 Drawings.pdf

PDF 10 MB Posted

Attached to
Construct Facility for Warrior Skills Trainer, Fort McCoy, WI Federal contract opportunity
Solicitation number
W911SA20B2015
Issued by
Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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This document package includes construction drawings and specifications for a proposed federal contract to construct a Warrior Skills Trainer facility at Fort McCoy in Wisconsin. Key details include constructing a one-story, approximately 6,673 square foot building to house five training rooms, mechanical and communications rooms, offices, vestibules, hallways, and restrooms. The project involves site work including grading, utilities, and erosion control. Structural elements include cast-in-place concrete foundations and slabs on grade, masonry walls, and a wood-framed roof with asphalt shingles. Mechanical, electrical, and plumbing systems are also specified. The solicitation number is W911SA20B2015 and was posted on June 26, 2020 by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort McCoy. Responses are due based on the solicitation instructions. The proposed contract would be awarded after evaluation of submitted bids.

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Other files attached to Construct Facility for Warrior Skills Trainer, Fort McCoy, WI, newest first.
File Type Posted
W911SA20B2015 Bid Abstract.pdf PDF
W911SA20B2015 Attachment 3 Drawings Amended 7-30-20.pdf PDF
W911SA20B2015 Attachment 2 Specifications Amended 7-30-20.pdf PDF
W911SA20B2015 Solicitation Amendment 0005.pdf PDF
W911SA20B2015 Attachment 2 Specifications Amended 7-27-20.pdf PDF
W911SA20B2015 Solicitation Amendment 0004.pdf PDF
W911SA20B2015 Attachment 3 Drawings Amended 7-27-20.pdf PDF
W911SA20B2015 Solicitation Amendment 0003.pdf PDF
W911SA20B2015 Attachment 2 Specifications Amended 7-16-20.pdf PDF
W911SA20B2015 Solicitation Amendment 0002.pdf PDF
W911SA20B2015 Solicitation Amendment 0001.pdf PDF
W911SA20B2015 Attachment 2 Specifications Updated 7-10-2020.pdf PDF
W911SA20B2015 Attachment 4 Wage Determination Updated 7-10-2020.docx DOCX document
W911SA20B2015 Site Visit Sign In Sheet.pdf PDF
W911SA20B2015 Attachment 4 Wage Determination.docx DOCX document
W911SA20B2015 Solicitation.pdf PDF
W911SA20B2015 Attachment 2 Specifications.pdf PDF
W911SA20B2015 Attachment 5 SF24.pdf PDF
W911SA20B2015 Attachment 1 AT OPSEC.pdf PDF
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G0.0

CONSTRUCT WARRIOR

SKILLS TRAINER

Fort McCoy, Wisconsin

Sheet List Table

Sheet Number Sheet Title

G0.0

COVER SHEET

G0.1

ABBREVATIONS, LEGEND, & GENERAL NOTES

C1.1

EROSION CONTROL PLAN

C1.3

SITE PLAN

C1.4

UTILITY PLAN

C4.2

ENLARGED GRADING PLAN SW AREA

C5.1

DETAILS 1

C5.2

DETAILS 2

C5.3

DETAILS 3

C5.4

DETAILS 4

S0.0

STRUCTURAL NOTES AND SCHEDULES

S0.1

FOUNDATION PLAN

S3.1

ROOF FRAMING PLAN

S7.1

STRUCTURAL DETAILS

S7.2

MASONRY DETAILS

A0.1

GENERAL NOTES & SYMBOLS

A1.1

NOTED FLOOR PLAN

A1.2

DIMENSIONED FLOOR PLAN

A2.1

REFLECTED CEILING PLAN

A3.2

ROOF PLAN

A3.2

ROOF DETAILS

A4.1

EXTERIOR ELEVATIONS 1

A4.2

EXTERIOR ELEVATIONS 2

A5.1

BUILDING SECTION

A5.2

WALL SECTIONS

A5.3

SECTION DETAILS

A5.4

WALL TYPES

A6.1

INTERIOR ELEVATIONS

A7.1

DETAILS

A8.1

SCHEDULES

F1.1

FIRE ALARM

P1.1

DWV ISOMETRIC & BELOW GRADE PIPING

P1.2

PLUMBING PLAN & WATER ISOMETERIC

M1.1

HVAC PLAN

E1.1

LIGHTING PLAN

E1.2

POWER & COMM. PLAN

E1.3

DETAILS & PANEL SCHEDULE

2018 IBC CODE SUMMARY

PROJECT SQUARE FOOTAGE

EXITING INFORMATION

SYMBOLS

CODE INFORMATION

CODE INFORMATION

CALCULATION:

LIFE SAFETY:

APPLICABLE CODES:

3.

2.

2018 INTERNATIONAL BUILDING CODE (IBC)

NFPA 101 - LIFE SAFETY

CODE 2018 EDITION

CAPACITY OF BUILDING AT ONE TIME WILL BE 50. EXIT WIDTH IS BASED ON .15" PER

PERSONS. (IBC TABLE 1005.1)

EXIT TRAVEL DISTANCE : 300'

WITH SPRINKLER - MIN. 2 EXITS 3

PROVIDED

DIRECTION OF

EGRESS

TOTAL EXIT WIDTH

AT DOOR

BUILDING INFORMATION:

MINIMUM NUMBER OF

SANITARY FIXTURES

TABLE 2902.1

SANITARY FIXTURE COUNT:

TABLE 2902.1

25 MALE / 25 FEMALE (SEE TABLE THIS SHEET)

1 PER 25 WATER CLOSET, 1 PER 40 LAVATORIES

TYPE OF CONSTRUCTION:

MAX. HEIGHT & NO. OF STORIES:

BASEMENT:

MEZZANINE:

OCCUPANCY SEPARATION REQUIRED:

ROOF ACCESS:

OCCUPANT LOAD FOR EXITING:

TYPE V-B

55'-0", 4 STORY

NO

NO

NOT REQUIRED

NO

SEE TABLE THIS SHEET

SPRINKLER SYSTEM:

TYPE OF SYSTEM:

OCCUPANCY GROUP:

YES

DRY

GROUP B - BUSINESS

MEN - TOILETS

MEN - URINALS

REQ'D PROVIDED TOTAL

ELECTRIC WATER COOLERS (1 ACCESSIBLE)

SINKS W/ FAUCET SPIGOTS OR CUP DISPENSERS

BOTTLED WATER COOLER BY OWNER (1 ACCESSIBLE)

DRINKING WATER SOURCE:

PROVIDED TOTALREQ'D0

OCCUPANCY GROUP B = = 50

TOTAL = 50

= 25 MALE / 25 FEMALE

CALCULATION:

OCCUPANCY GROUP B = 50 X .15 = 4.8"

TOTAL REQUIRED = 7.5"

TOTAL PROVIDED = 168.0"

OCCUPANCY GROUP B = 6,673

TOTAL = 6,673 SQUARE FEET

UNISEX - URINALS

WOMEN - TOILETS

UNISEX - TOILETS

MEN - LAVATORIES

WOMEN - LAVATORIES REQ'D

REQ'D

PROVIDED TOTAL

PROVIDED TOTAL

PROVIDED TOTAL

PROVIDED TOTAL

PROVIDED TOTAL

REQ'D

REQ'D

REQ'D

68"

32"

68"

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AutoCAD SHX Text FORT McCOY

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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SHEET NUMBER:

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

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DPW

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KBS

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MRJ

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CONSTRUCT WARRIOR

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SKILLS TRAINER

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RMS

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COVER SHEET

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KBS

5.

THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, AND STATE

ROAD RESTRICTIONS FOR HAULING AND EQUIPMENT MOBILIZATION.

ALL WORK SHALL BE CONDUCTED WITHIN THE CONSTRUCTION LIMITS.

CONTRACTOR SHALL REPAIR AND RESTORE ANY PAVEMENT, UTILITIES, OR

OTHER FEATURES OUTSIDE THE LIMITS OF CONSTRUCTION THAT ARE

DAMAGED DUE TO THE CONTRACTOR'S ACTS OR NEGLIGENCE AT THE

CONTRACTOR'S OWN EXPENSE.

4.

GENERAL NOTES

7.

6.

1.

2.

3.

8.

10.

9.

11.

INFORMATION REGARDING THE EXISTING CONDITIONS WAS OBTAINED FROM

SURVEY DATA AND PRELIMINARY FIELD INVESTIGATIONS, AS PROVIDED BY

ANDERSON ENGINEERING. ALL EXISTING AND PROPOSED CONDITIONS SHALL

BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ANY CONSTRUCTION.

DRAWINGS SHALL NOT TAKE PRECEDENCE OVER FIELD MEASUREMENTS.

ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. THE CONTRACTOR

SHALL CONSULT ALL DRAWINGS AND VARIOUS CONSTRUCTION TRADES TO

ACQUAINT SELF WITH THE PROJECT. CONTRACTOR SHALL IMMEDIATELY

NOTIFY ENGINEER OF ANY DISCREPANCIES NOTED BEFORE AND DURING

CONSTRUCTION. THE ENGINEER RESERVES THE RIGHT TO MAKE

REASONABLE MODIFICATIONS IN LAYOUT TO AVOID CONFLICT WITH THE

WORK OF OTHER TRADES AND FOR THE PROPER EXECUTION OF THE WORK

AT NO ADDITIONAL COST TO THE OWNER.

THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY

ADDITIONAL COSTS WHICH MAY RESULT FROM UNAUTHORIZED DEVIATIONS

FROM THE CONTRACT DOCUMENTS.

CONTRACTOR SHALL PROTECT ALL EXISTING AND INSTALLED PIPING,

EQUIPMENT, AND STRUCTURES DURING CONSTRUCTION NOT NOTED FOR

DEMOLITION OR REPLACEMENT. ALL DAMAGED ITEMS SHALL BE REPAIRED

OR REPLACED WITH NO ADDITIONAL COST TO THE GOVERNMENT.

ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES

SHALL BE ADHERED TO THROUGHOUT THE CONSTRUCTION PROJECT.

CONTRACTOR MUST FOLLOW THE EM 385-1-1 SAFETY REQUIREMENTS

MANUAL DURING ALL PHASES OF WORK.

STANDARD DETAILS ARE INTENDED TO SHOW GENERAL DESIGN CONCEPTS.

REFER TO THE SPECIFIC STRUCTURE DRAWINGS FOR DIMENSIONS AND

SIZES.

THE EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS NATURAL GAS,

TELEPHONE, FIBER OPTIC, ELECTRIC, CABLE TV, AND PIPE LINES ARE

UNKNOWN. CONTRACTOR SHALL CONTACT DIGGERS HOTLINE, CALL AT (800)

242-8511 BEFORE COMMENCING ANY EXCAVATION. CONTRACTOR MUST

MAINTAIN UTILITY LOCATES AND MARKINGS DURING CONSTRUCTION.

THE 2017 EDITION OF THE WISCONSIN DEPARTMENT OF TRANSPORTATION

"STANDARD SPECIFICATIONS FOR HIGHWAY & STRUCTURE CONSTRUCTION"

SHALL GOVERN EXCEPT AS MODIFIED BY THE SPECIFICATIONS FOR THIS

PROJECT.

LP LOW POINT

CET COMPOSITE ELEVATED TANK

LOW WATER LEVELLWL

NIC NOT IN CONTRACT

RADIUS

QUANTITY

RCP

R

QTY

REDUCER

ROOF DRAIN

REQUIRE (D)

REVISION

RD

RECT

RED

REQ

REV

RP

REINF REINFORCE (D)

RECLAIM PUMP

RECTANGULAR

REINFORCED CONCRETE PIPE

RAILROAD

SOUTHEAST

SECTION

SANITARY

RR

RPM

SE

SEC

SCADA

SAN

SCHEDULE

SIMILAR

SLEEVE

STANDARD

SCH

SLV

SIM

SP

SPEC

STD

SS

SLUDGE PUMP

STAINLESS STEEL

SPECIFICATION

REVOLUTIONS PER MINUTE

SQUARE

TEMPORARY

THICK

STRUCT

SYM

SQ

TEMP

TH

THROUGH

TREATED

TYPICAL

THRU

TOC

TRTD

TYP

UON

THD THREAD

TOP OF CONCRETE

UNLESS OTHERWISE NOTED

SYMMETRICAL

STRUCTURAL

VERTICAL

VACUUM

WIDE/WEST

VAC

VCP

VERT

VFD

W

WATER MAIN

WITHOUT

WEIGHT

W/O

WM

WL

WS

WTP

WT

W/ WITH

WATER TREATMENT PLANT

WATER SURFACE

WATER LEVEL

VITRIFIED CLAY PIPE

VARIABLE FREQUENCY DRIVE

FENCE

YARD

WWTP

YD

WASTEWATER TREATMENT PLANT

GAUGE

GATE

GA

G

GAL

GALV

GP

GPM

GRV

GV & B

GPD

GND

GALLONS PER MINUTE

GALLONS PER DAY

GATE VALVE & BOX

GROOVE

GROUND

GUARD POST

GALVANIZED

GALLON

HOUR

HD

HP

HM

HR

HPT

HTR

HSP

INCHES

ID

IN

HYD

HWL

HVAC

HIGH WATER LEVEL

INSIDE DIAMETER

HYDRANT

HIGH SERVICE PUMP

HIGH POINT

HEATER

HORSEPOWER

HOLLOW METAL

HEAVY DUTY

JOINTJT

KV

IPS

LEFT

LF

LL

LT

MAG

MATL

LG LONG

LINEAL FEET/FOOT

MAGNETIC

MATERIAL

LIQUID LEVEL

KNIFE VALVE

IRON PIPE SIZE

INVERTINV

AF

ALUM

ALT

AB

APPROX

ANSI

ASTM

AVG

AUX

ASSY

ARCH

GENERAL DRAWINGS ABBREVIATION LIST

ADAPTER FLANGE

ALUMINUM

APPROXIMATELY

ALTERNATE

ANCHOR BOLT

AUXILIARY

AVERAGE

ASSEMBLY

ARCHITECT

AND

AT@

AZ

AWWA

BC

BIT

BLK

BF

BOT

BFV

BFV & B

BLDG

AZIMUTH

AMERICAN WATERWORKS ASSOCIATION

BOLT CIRCLE

BITUMINOUS

BLOCK

BLIND FLANGE

BOTTOM

BUILDING

BUTTERFLY VALVE

BUTTERFLY VALVE AND BOX

CFM

CI

CHEM

C

CHL

°C

CO

CMU

CMP

CL

CKD

CJ

CIP

CUBIC FEET PER MINUTE

CAST IRON

CHEMICAL

CAST IRON PIPE

CHECK

CHLORINE

DEGREES CELSIUS

CLEAN-OUT

CENTERLINE

CHECKERED

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CONSTRUCTION JOINT

MH

MIN

MISC

MFG

MAX

MECH

MFR

NORTH

MJ

N

NC

N/A

NEG

NOM

NORMAL CLOSED

MECHANICAL JOINT

NOT APPLICABLE

NEGATIVE

NOMINAL

MANUFACTURING

MINIMUM

MISCELLANEOUS

MANHOLE

MAXIMUM

MECHANICAL

MANUFACTURER

NO

NPT

NW

NWL

NTS

No.

NPS

OD

OPNG

OS&Y

O/C, OC

OUTSIDE DIAMETER

OUTSIDE SCREW AND YOKE

OPENING

ON CENTER

NATIONAL PIPE SIZE

NATIONAL PIPE THREAD

NORMAL WATER LEVEL

NORTHWEST

NOT TO SCALE

NUMBER

NORMAL OPEN

PLATE

PAINT

PE

PL

POS

PNT

PED

P&ID

POINTPT

PV

PV & B

PRV

PSI

PPC

PP

PIPING AND INSTRUMENTATION DIAGRAM

PRE STRESSED PRE CAST CONCRETE

POWER POLE

PLUG VALVE & BOX

POUNDS PER SQUARE INCH

PRESSURE RELIEF VALVE

PLUG VALVE

POSITIVE

PEDESTRIAN

PLAIN END

POLYVINYL CHLORINEPVC

CONT

CTE

C.T.

CV

CU

CTRL JT

DEEP

EASTE

DP

DIP

DWG

DIA

CONTINUOUS

CONNECT TO EXISTING

CERAMIC TILE

CHECK VALVE

CUBIC

CONTROL JOINT

DRAWING

DIAMETER

DUCTILE IRON PIPE

EACH

ECC

EQUIP

EMBED

ELEC

EW

EL

EA

FD

°F

EX

FFE

FL

FDN

ECCENTRIC

DEGREES FAHRENHEIT

EQUIPMENT

EMBEDDED

EXISTING

ELECTRICAL

EACH WAY

FLOOR DRAIN

ELEVATION

FINISHED FLOOR ELEVATION

FLOOR

FOUNDATION

FM

FRP

FUT

FTG

FT

FPS

FLG

FORCEMAIN

FIBERGLASS REINFORCED

FITTING/FOOTING

FUTURE

FEET/FOOT

FEET PER SECOND

FLANGE

CONCRETECONC

X

HEATING, VENTILATING, AND AIR

CONDITIONING

SUPERVISORY CONTROL AND DATA

ACQUISITION

AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AMERICAN NATIONAL STANDARDS

INSTITUTE

LEGEND (EXISTING)

HYDRANT

GATE VALVE

POST INDICATOR VALVE

SANITARY MANHOLE

CLEANOUT

UTILITY POLE

LIGHT POLE

ELECTRIC PEDESTAL

ELECTRIC HAND HOLE

COMMUNICATIONS VAULT

COMMUNICATIONS PEDESTAL

COMMUNICATIONS MANHOLE

SIGN

AIR CONDITIONING UNIT

ROOF DRAIN

TRANSFORMER

DECIDUOUS TREE

MAJOR CONTOUR

MINOR CONTOUR

WATER MAIN

SANITARY SEWER

STORM SEWER

ELECTRIC (UNDERGROUND)

ELECTRIC (OVERHEAD)

FIBER OPTIC (UNDERGROUND)

GAS (UNDERGROUND)

UE

OE

UF

UG

CO

S

EP

EH

TP

CV

T

UG UG

4" SANITARY SERVICE

1-1/2" GAS SERVICE

6" WATER SERVICE

SANITARY CLEAN-OUT

GATE VALVE WITH POST INDICATOR

GATE VALVE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

LEGEND (PROPOSED)

CONTROL POINTS

POINT #

CP1

CP2

CP3

NORTHING

411162.9870

410943.9800

411013.0460

EASTING

658700.1770

658663.5800

658818.9710

ELEVATION

887.65

887.24

885.28

DESCRIPTION

TNH

TNH

TNH

G0.1

Know what's below.

before you dig.Call

R

ABBREVIATIONS, LEGEND & GENERAL NOTES

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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BIO-ROLL DITCH CHECK

TRACKING PAD

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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DPW

AutoCAD SHX Text P1841

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KBS

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MRJ

AutoCAD SHX Text 01-08-120

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AutoCAD SHX Text 17/01/2020

AutoCAD SHX Text FORT McCOY, WISCONSIN

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TAFF BUILDING GAS CONNECTION DETAIL

NOTES:

1. ALL UNDERGROUND GAS SERVICE TO BE PLACED

AT A STANDARD DEPTH OF 3.5'.

2. ALL WATER MAIN SERVICES TO BE INSTALLED AT

A MINIMUM DEPTH OF 7.5' TO EACH BUILDING.

4. ALL NEW SANITARY SEWER SERVICES SHALL BE LAID

AT A MINIMUM 1.05% SLOPE. ALL 90° TURNS SHALL USE TWO 45°

BENDS.

5. SEE DETAIL FOR WATERTIGHT PIPE CONNECTION AT

MANHOLES.

6. COORDINATE WATER, SANITARY, AND GAS SERVICE

CONNECTIONS TO EACH BUILDING WITH PLUMBING.

7. THE UTILITIES SHOWN ON THE PLAN ARE BASED ON EXISTING

DOCUMENTATION PROVIDED BY THE UTILITY OWNERS AND BY

LOCATING ABOVE GROUND UTILITY FEATURES DURING THE

FIELD SURVEY. CONTRACTOR SHALL VERIFY LOCATIONS AND

DEPTHS BY POTHOLING OR MANHOLE TO MANHOLE INVERT

INSPECTION PRIOR TO PIPE INSTALLATION.

8. PROVIDE THRUST BLOCKING AT ALL BENDS PER DETAIL.

9. UTILITY DESIGN PROVIDED BY RANI ENGINEERING, LLC PER

WORK ORDER NUMBER GA 00423 13J.

KEY NOTES:

1. CONNECT TO EXISTING WATER MAIN. COORDINATE WATER MAIN

SHUTDOWN WITH COR. VERIFY VALVES TO BE SHUT OFF PRIOR

TO SHUTDOWN.

2. CONNECT TO EXISTING GAS MAIN. CONTRACTOR TO

COORDINATE CONNECTION AND SIZE WITH UTILITY.

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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FORT MC COY, WI 54656

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AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONSTR…

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