W912QR21B0006_Plans-0003.pdf

PDF 4 MB Posted Sep 9, 2021

Attached to: Ft McCoy RECCE Scoute Range D/B/B New Construction IFB
Solicitation number: W912QR21B0006
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 28, 2023

This document is a solicitation for a design-bid-build construction project at Fort McCoy in Wisconsin. The project scope includes demolishing existing target structures and berms and constructing new aggregate tank maneuver trails, service trails, concrete pads, battle positions, drainage infrastructure, electrical and communications cabling, range markers, and target emplacements. It will also upgrade some existing Range Operations and Control Area facilities, demolish a vault latrine and construct a new wet latrine. The contract duration is estimated at seven hundred thirty calendar days from notice to proceed. This will be a firm-fixed-price contract solicited through an invitation for bid selecting the lowest price. The selected contractor must maintain active registration in the System for Award Management. The North American Industry Classification System code is 236220 and the business size standard is $36.5 million. This acquisition will use a ten percent HUBZone price evaluation preference in accordance with Federal Acquisition Regulation 19.1307. The point of contact is listed as the Contract Specialist at the Army Corps of Engineers Louisville District.

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Other files

File	Type	Posted
Bid Opening Results W912QR21B0006.docx	DOCX document	Sep 15, 2021
W912QR21B0006_Specs-0003.pdf	PDF	Sep 9, 2021
W912QR21B0006-0002.pdf	PDF	Sep 2, 2021
W912QR21B0006_Plans-0001.pdf	PDF	Aug 26, 2021
W912QR21B0006_Specs-0001.pdf	PDF	Aug 26, 2021
Site Visit Roster.PDF	PDF	Aug 26, 2021
W912QR21B0006_Plans1A-0000.pdf	PDF	Aug 6, 2021
W912QR21B0006_Plans1B-0000.pdf	PDF	Aug 6, 2021
JA - Ft McCoy Scout RECCE Range - XCEL Energy - redacted.pdf	PDF	Aug 6, 2021
W912QR21B0006_Specs-0000.pdf	PDF	Aug 6, 2021
Site Visit Map.pdf	PDF	Aug 6, 2021

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DETAIL A

IF COLD JOINT OCCURS DURING CONSTRUCTION)

PRIOR TO SECOND POUR (ALSO REQUIRED

COAT INTERFACE WITH BOND BREAKER

m m /2

DETAIL A

SLOPE 1:4

m m

MAXIMUM (T.C.J.)

JOINTS TO BE 508mm [20"] O.C.

TRANSVERSE CONTRACTION

NOTE:

SUPPORTED INDEPENDENTLY

DOWELS MUST BE

DETAIL A

NOTES:

SAW CUT DEPTH - 0mm [0"] TO + 2mm [1/16"]

SEAL BEAD THICKNESS - 0mm [0"] TO + 3mm [1/8"]

SCALE: N.T.S.

JOINT SEALANT

TOP OF PAVEMENT

SCALE: 1" = 1'

GRAPHIC SCALE:

SCALE: 1" = 1'

1 21

BASE COURSE

[7 m m m m

[7 m m /2

/2 m m m m

[7 m m /2 m m

B E V E L.

E E N

O T E

5m m [3 /1 6"

2m m [1 /1 6"

12mm [1/2"]

6mm [1/4"]

BACK UP ROD

POLYETHYLENE

16mm [5/8"] m m

[3 /8 M

m m M

LONGITUDINAL CONTRACTION JOINT (L.C.J.)

76mm [3"] MAX.

LONGITUDINAL CONSTRUCTION JOINT (C.J.)

76mm [3"] MAX.

m m

25mm [1"] m m M

A X

TRANSVERSE CONTRACTION JOINT (T.C.J.)

TYPICAL JOINT SHAPE DETAIL

DETAIL A

45°

TURNING PAD PAVEMENT SECTION

VARIES

SPACINGO.C.

762mm [30"] 762mm [30"] LONG AT

#5 DEFORMED STEEL TIE BAR,

m m M

A X

76mm [3"] MAX.

THE TOP OF THE SLAB

[3"] FROM EACH WAY LOCATED 76mm

#4 REINFORCING @ 305mm [12"] O.C.

THE TOP OF THE SLAB

[3"] FROM EACH WAY LOCATED 76mm

#4 REINFORCING @ 305mm [12"] O.C.

THE TOP OF THE SLAB

[3"] FROM EACH WAY LOCATED 76mm

#4 REINFORCING @ 305mm [12"] O.C.

m m M

A X

SPACINGO.C.

762mm [30"] 762mm [30"] LONG AT

#5 DEFORMED STEEL TIE BAR,

CRACKING.DOWELS CAUSE

AND SUPPORTED DURING CONCRETE POUR. MISALIGNED

BOND TO CONCRETE. DOWELS MUST BE CAREFULLY ALIGNED

[12"] O.C. COAT WITH NON-BONDING AGENT TO PREVENT

25mm [1"]� x 457mm [18"] LONG SMOOTH DOWELS AT 305mm

76mm [3"] MAX.

CS517

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WEARING SURFACE

7" CONCRETE

4" DRAINAGE LAYER

12" COMPACTED SUBGRADE

GEOTEXTILE FABRIC

1. JOINT TOLERANCES: SAW CUT DEPTH - 0mm [0"] TO + 12mm [1/2"]

FOR ACTUAL SIZES OF EACH TURNING PAD.

2. SEE TURNING PAD JOINT LAYOUT DETAILS

SLAB

EACH WAY LOCATED 76mm [3"] FROM THE TOP OF

REINFORCED WITH No. 4 REBAR @ 305mm [12"] O.C.

CONCRETE TURN PAD (4000 PSI AT 28 DAYS)

SCALE: 1" = 1'

12" COMPACTED SUBGRADE

GEOTEXTILE FABRIC

TURNING PAD THICKENED EDGE

BASE COURSE

4" DRAINAGE LAYER

WEARING SURFACE

7" CONCRETE

ANGLE IRON EMBEDDED INTO CONCRETE

102mm x 102mm x 6mm [4" x 4" x 1/4"]

SEE SPEC SECTION 32 13 13.06 SEE SPEC SECTION 32 13 13.06

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Pl an s-

[3'-0"]

914mm

[10'-0"]

3048mm

[10'-0"]

3048mm

[6'-0"]

1828mm

[6'-0"]

1828mm

[17'-0"]

5181mm

[8'-6"]

2591mm

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BACKFILL WITH APPROVED

COMPACTED SUBGRADE MATERIAL

2% SLOPE 2% SLOPE

EXISTING GRADE

102mm [4"] TOPSOIL AND SEED

AND SEED

TOPSOIL 102mm [4"]

EXISTING GRADE

CONTOUR GRADE LINE

LEGEND GRAPHIC SCALES:

TYPICAL TANK TRAIL

VARIES

2' 4'0 1'

SCALE:1/2"=1'-0"

SCALE: 1/2" = 1'

T S

CS518

2% SLOPE2% SLOPE

EXISTING GRADE

BACKFILL WITH APPROVED

COMPACTED SUBGRADE MATERIAL

EXISTING GRADE

102mm [4"] TOPSOIL AND SEED

SCALE: 1/2" = 1'

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T F

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WEARING SURFACE

6" WisDOT 1.25" DENSE GRADED BASE

12" COMPACTED SUBGRADE

WEARING SURFACE

9" WisDOT 1.25" DENSE GRADED BASE

12" COMPACTED SUBGRADE

SCALE: 1/2" = 1'

NEW TRACK BASE FOR EXISTING MAT

2% SLOPE

12" COMPACTED SUBGRADE

MAT WALL

EXISTING TIMBER

AND SEED

TOPSOIL 102mm [4"]

SHEETS CG225-CG227

SEE PROFILES,

CENTERLINE

NEW TRACK BASE

SEE DETAIL F1, SHEET CG501

NOTED ON GRADING PLANS;

INFILTRATION DITCH WHERE

SEE DETAIL F1, SHEET CG501

NOTED ON GRADING PLANS;

INFILTRATION DITCH WHERE

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GRAPHIC SCALES:

02 2 4

SCALE: 1" = 2'

10010

SCALE: 1" = 10'

SCALE: 1" = 2'

PLAN

SECTION

TOE OF BERM

COMPACTED SUBGRADE

(ENTIRE FOOTPRINT OF EMPLACEMENT)

305mm [1'-0"]

FILL

COMPACTED

FILTER FABRIC

FRONT WALL

HORIZONTAL AND

VERTICAL CONTROL

POINT (B)

[2'-6"]

762mm

2% SLOPE

76mm

[3"]

DIRECTION

OF FIRE

COMPACTED SUBGRADE (ENTIRE FOOTPRINT OF EMPLACEMENT)

FILTER FABRIC

2% SLOPE

915mm [3'-0"]

NOTES:

8230mm [27'-0"]

TOE OF BERM

S T

A .0

(TYP.)

SLOPE

3:1

END OF WALL

S L

O P

HORIZONTAL AND

VERTICAL CONTROL

POINT (B)

m m

TARGET SERVICE ROAD

CS524

E C

N O

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FRONT WALL

3048mm[10' R]

4572mm

[15'-0"]

SERVICE ROAD

TARGET

.0 m

B TARGET SERVICE ROAD

POINT (A)

VERTICAL CONTROL

HORIZONTAL AND

S T

A m m

TARGET SERVICE ROAD

TOE OF BERM

CS524

M O

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T A

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E T E

M P

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M E

N T

MOVING ARMOR TARGET EMPLACEMENT

ELECTRICAL EQUIPMENT (HOME END)

3m [10'-0"] CLEAR SPACE FOR

350m [1,150'-0"]

T S

1530mm [5'-0"]

8534mm [28'-0"]

2133mm [7-0"]

T F

R O

S T

CS524

CS525

H A

R R

1. SEE CS525 FOR GENERAL NOTES.

END OF WALL

TO GRADE

BEGIN SLOPE

TO GRADE

BEGIN SLOPE

[10 ' R

EXISTING ROADEXISTING ROAD

8.84m [29'-0"] mm

[10 ' R

3048mm[10' R]

(TYP.)

SLOPE

3:1

(SEE SECTION A)

DITCH

(SEE SECTION A)

DITCH

SEE SPEC SECTION 32 11 23.23

6" WisDOT OPEN GRADED BASE

SEE SPEC SECTION 32 11 23.23

6" WisDOT OPEN GRADED BASE

M D

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1 1

2Q R

Pl an s-

4" MIN.

2' - 4" MIN.

2' - 0"

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1 98765432

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®of Engineers

US Army Corps

U .S

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SHEET FL

OWSHEET FLOW

IN-SITU

MATERIAL

IN-SITU

MATERIAL

NTS

SEDIMENT TRAP

SEDIMENT TRAP (TYPICAL SECTION)

FLARED TO

20' MIN

EXISTING ROAD

3" TO 6" DIA. COARSE,

WASHED AGGREGATE

10' MIN

AS REQ'D

12"

2% SLOPE

36' MIN.

6" HUMP BY

4' TO DIVERT

RUNOFF

SECTION A-A

NOTE: TEMP. GRAVEL CONSTRUCTION ENTRANCE SHALL CONFORM TO WDNR TECHNICAL STANDARD 1057

GEOTEXTILE FABRIC

AT DIRECTION OF

CONTRACTING OFFICER

EXISTING ROAD

10'

LEVEL SECTION

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

NTS

SUPPORT WIRE

FILTER FABRIC

OR STEEL FENCE POST

OAK HARDWOOD

POST: 2" X 2"

COMPACTED SOIL

SUPPORT WIRE

FILTER FABRIC

OR STEEL FENCE POST

OAK HARDWOOD

POST: 2" X 2"

SILT FENCE

NTS

MIN. INTO TRENCH

SUPPORT WIRE 6"

SLOPE

FLAT BOTTOM TRENCH

V-SHAPED TRENCH WITH GRAVEL

POST SPACING: 8 FEET WITH WIRE BACKING

STANDARD STRENGTH FABRIC

6 FEET WITH NO WIRE BACKING

EXTRA STRENGTH FABRIC

SILT FENCE SF

GRAVITY OUTLET PIPE

ROCK CHECK DAM

NTS

F L

O W

F L O

ROCK FILTER DAM

LEVEE

FLOW

F L O

FLOW

SECTION A - A

ROCK FILTER DAM

1V:2H

(MAX.) CONDITIONS

CHANNEL

ON UPSTREAM

VARIES BASED

NTS

INFILTRATION TRENCH SECTION

FLOWRATE

FILTER FABRIC WITH 110GPM/ SF

NON-WOVEN GEOTEXTILE

CLEANED AND WASHED

ASTM C33 #57 COARSE AGGREGATE

NTS

STONE BASE

WisDOT CRUSHED

12" MIN.

RIPRAP

LIGHT

WisDOT

NOTES:

1. CONTRACTOR TO EXCAVATE SEDIMENT TRAP TO ELEVATION 915 AT A MINIMUM. AFTER SITE STABILIZATION, THIS AREA SHALL BE FILLED TO

EXISTING GRADE AND CONTRACTOR TO ENSURE THERE IS POSITIVE DRAINAGE SLOPE AWAY FROM TRAIL 1 DITCH.

2. SEDIMENT TRAPS SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT OF 0.5 INCHES OR MORE DURING

A 24-HOUR PERIOD.

3. DEPOSITS OF SEDIMENT SHALL BE REMOVED WHEN THEY REACH A DEPTH OF 1.5 FEET.

NOTE:

MATCH PROPOSED DITCH BOTTOM

1. TRENCH DEPTH WILL VARY. TRENCH SHALL BE

3' IN DEPTH AT THE LOWEST POINT OF THE

PROPOSED DITCH. TRENCH BOTTOM SHALL HAVE

A SLOPE OF 0%.

PIPE CULVERT CHECK - INLET END ONLY

LRL_Screen.dscriptLRL_pdf.pltcfg12:27:35 PM 9/8/2021

...\Military\481816\CAD_BIM\CAD_BIM\03_Sheets\481816_CG501xxx.dgn

CG501

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US Army Corps

U .S

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CERTIFIED FINAL SUBMITTAL

J U

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DIMENSIONS (Inches)

NTS

CONCRETE CULVERT ENDWALLS MAY NOT BE USED WITH GALVANIZED STEEL

OR ALUMINUM CULVERT PIPE OR VISE VERSA. GALVANIZED STEEL OR

ALUMINUM ENDWALLS SHALL NORMALLY BE INSTALLED ON CULVERT PIPE

OF THE SAME METAL.

STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON

THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE

(IN.)

PIPE

DIA.

REINFORCED CONCRETE APRON ENDWALLS

GROOVED END ON OUTLET END SECTION

TONGUE END ON INLET END SECTION

OPTIONAL

DESIGN

212 4 24

B C

D E

24 2

SLOPE

APPROX.

3 to 1

LONGITUDINAL SECTION

CONCRETE ENDWALLS

BAR OR STEEL FABRIC

REINFORCEMENT

END SECTION

SLOPE

MEASURED LENGTH

OF CULVERT (TO

NEAREST FOOT)

CULVERT

1 12" R

ETE

C B

END VIEW

PLAN

NOTES:

18 9 27 36 3 to 1

24 3 48 3 3 to 1

30 12 54 60 3 to 1

36 4 15 63 72 4 3 to 1

42 21 63 78 3 to 1

CONCRETE FLARED END WALL

SCALE: NTS

PIPE TABLE

NTS

RIPRAP OUTLET PROTECTION

WisDOT LIGHT RIPRAP

WisDOT LIGHT

RIPRAP

WisDOT LIGHT RIPRAP

LRL_Screen.dscriptLRL_pdf.pltcfg12:27:49 PM 9/8/2021

...\Military\481816\CAD_BIM\CAD_BIM\03_Sheets\481816_CG502xxx.dgn

CG502

T F

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Pl an s-

2Q R

Pl an s-

RT RT RT RTRT RT RT RT RT RTRT RT

J J

1. SEE SHEET ALD E-001 FOR THE ELECTRICAL LEGEND AND NOTES.

2. SEE SHEET ES601 FOR MINIMUM SIZES OF POWER CONDUIT AND CABLE

RUNS. WIRING SHALL BE 2-#12 + 1-#12 GROUND IN 1/2" EMT UNLESS

OTHERWISE INDICATED.

3. SEE SHEET ES602 FOR ROCA TELECOMMUNICATIONS ONE-LINE DIAGRAM

AND SHEET ES605 FOR DOWN RANGE DATA ONE-LINE DIAGRAM.

3. INTERCONNECT DTR GROUNDING BAR TO BUILDING GROUNDING

SYSTEMS.

4. DTR, CAMERAS, PA ENCLOSURE ALL SUPPLIED BY DEDICATED CIRCUITS.

5. COORDINATE OUTLET PLACEMENT WITH EQUIPMENT AND FURNITURE

LAYOUT.

7. SEE SHEET ES519 FOR TJB, RANGE TARGETRY DTR AND CAMERA

ENCLOSURE DETAILS.

8. RUN ONE SET OF 4-PAIR CAT 6 UTP FROM DTR TO TARGETRY DATA

RECEPTACLES(RT). CAT 6 CABLES TO RT DATA JACKS ARE RAN IN IN 1'

CONDUIT WITH PULL STRING. SEE SHEET ES522 FOR DETAILS.

9. RMC CONDUITS RUN FROM TJB THROUGH EXTERIOR WALL, UP THROUGH

EXISTING HOLES IN FLOOR TO DTR.

10. MOUNT CAMERA BRAKETS 10' ABOVE GRADE TO THE TOP OF THE

MOUNTING PLATE.

11. CAMERA ONTRACTOR WILL PROVIDE AND INSTALL CAMERAS ON

MOUNTING PLATES, CAT6 CABLING FROM CAMERA ENCLOSURE TO

JUNCTION BOXES, AND POWER SUPPLY FROM CAMERA ENCLOSURE TO

JUNCTION BOXES.

12. PA SYSTEM WILL UTILIZE EXISTING PA SYSTEM BREAKER AND

CIRCUITRY TO FULLEST EXTENT POSSIBLE. NEW PA CABLING FROM PA

ENCLOSURE TO FIRING LINE PA SPEAKERS CONSISTS OF 2-12 AWG

TWISTED COPPER PAIR DIRECT BURIED RATED CABLE.

13. LIGHTING CONTACTOR TO BE EXTERIOR LOCATED 12"X6"X8" AND RATED

NEMA 3R, 30A, 4 POLE.

GENERAL NOTES

TJB

EXISTING 200A

POWER PANEL

PP RCT (33)

LIGHTING CONTACTOR

DTR

24"x24"x1/2"

GALVANIZED STEEL

PLATE CAMERA

BRACKET

24"x24"x1/2"

GALVANIZED STEEL

PLATE CAMERA

BRACKET

PA ENCLOSURE

44"

CAMERA

ENCLOSURE

2-6 STARND SINGLE MODE

FIBER OPTIC CABLE TO

CAMERA ENCLOSURE

PP RCT (25)

PP RCT (37)

PP RCT (35)

PP RCT (31)

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

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D B

C H

D B

E D

C O

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CERTIFIED FINAL SUBMITTAL

D R

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E-101

RCT

G E

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A N

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M U

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N W

3/8" = 1'-0"1

FIRST FLOOR POWER AND

TELECOMMUNICATIONS PLAN

3/8" = 1'-0"2

SECOND FLOOR POWER AND

TELECOMMUNICATIONS PLAN

24 STRANDS FOC

TO AAR

6-CAT5E CABLES

TO DOWN RANGE

DATA BREAKOUT BOXES

SEE SHEET ES601.

Notes:

Total Est. Demand Current: 1 A

Total Conn. Current: 1 A Total Est. Demand: 180 VA

SPEC 0 VA 0 VA Total Conn. Load: 180 VA

RCPT 180 VA 180 VA

Load Classification Connected Load Estimated Demand Panel Totals

Total Amps: 0 A 2 A Total Load: 0 VA 180 VA

41 42

39 -- 20 A 1 0 VA 0 VA -- -- -- 40

37 DTR QUADRACEPTACLE 2, 20 A 1 0 VA 0 VA 2 100 A PP LAT, 38

35 DTR QUADRACEPTACLE 1, 20 A 1 180 VA 0 VA 1 20 A -- 36

33 1ST FLOOR GEN RECEPTACLES, 20 A 1 0 VA 0 VA 1 20 A -- 34

31 CAMERA ENCLOSURE CIRCUIT, 20 A 1 0 VA 0 VA 1 20 A -- 32

29 -- -- -- 0 VA 0 VA 1 20 A -- 30

27 -- 20 A 2 0 VA 0 VA 1 20 A -- 28

25 PA RECEPTACLE, 20 A 1 0 VA 0 VA 1 20 A -- 26

23 -- 20 A 1 0 VA 0 VA 1 20 A -- 24

21 -- -- -- 0 VA 0 VA -- -- -- 22

19 -- 20 A 2 0 VA 0 VA 2 20 A -- 20

17 -- -- -- 0 VA 0 VA -- -- -- 18

15 -- 20 A 2 0 VA 0 VA 2 20 A -- 16

13 -- 20 A 1 0 VA 0 VA 1 20 A -- 14

11 -- 20 A 1 0 VA 0 VA 1 20 A -- 12

9 -- 20 A 1 0 VA 0 VA 1 20 A -- 10

7 -- 20 A 1 0 VA 0 VA 1 20 A -- 8

5 -- 20 A 1 0 VA 0 VA 1 20 A -- 6

3 -- 20 A 1 0 VA 0 VA 1 20 A -- 4

1 -- 20 A 1 0 VA 0 VA 1 20 A -- 2

CKT Load Name Trip Poles A B Poles Trip Load Name CKT

Notes:

Enclosure: NEMA 3 MCB Rating: 200 A Mounting: SURFACE Wires: 3 Mains Rating: 400 A

Supply From: Phases: 1 Mains Type: MAIN CB Location: Volts: 120/240 Single A.I.C. Rating: 10,000 AMPS SYMMETRICAL

Branch Panel: PP RCT

D T

O D

D P

D N

P T

2Q R

Pl an s-

481816_CS517 - TYPICAL TURNING PAD LAYOUTS

481816_CS518 - TYPICAL TRAIL SECTIONS

481816_CS524 - MOVING ARMOR TARGET EMPLACEMENT 1 OF 2

481816_CG501 - EROSION CONTROL DETAILS

481816_CG502 - GRADING AND DRAINAGE DETAILS

481816_ES603 - POWER ONE-LINE DIAGRAM DOWNRANGE

481816_ES605 - TELECOMMUNICATIONS ONE-LINE DIAGRAM DOWNRANGE

481816_RCT_E-101 - RANGE CONTROL TOWER ELECTRICAL AND TELECOMMUNICATIONS PLAN

File details come from the government source that posted it. Updated Sep 9, 2021.