Technical_Exhibit_D_-_As-Built_Drawings.pdf

PDF 11 MB Posted Sep 12, 2017

Attached to: Upgrade Overhead Cranes Federal contract opportunity
Solicitation number: W91151-17-B-0028
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Technical Exhibit D

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Other files attached to Upgrade Overhead Cranes, newest first.
File	Type	Posted
Demag_Technical_Data.pdf	PDF	Sep 15, 2017
Amended_Solicitation_W91151-17-B-0028.pdf	PDF	Sep 12, 2017
Revised_Technical_Exhibit_C_-_Top_Running_Crane_Specifications.pdf	PDF	Sep 12, 2017
Second_Site_Visit_Agenda_and_Sign-in_Roster.pdf	PDF	Aug 23, 2017
Initial_Site_Visit_W9115117B0028.pdf	PDF	Aug 18, 2017
Technical_Exhibit_C__Bridge_Crane_Specifications.pdf	PDF	Aug 18, 2017
Technical_Exhibit_B__Drawings___Amendment_1.pdf	PDF	Aug 18, 2017
Solicitation_W91151-17-B-0028.pdf	PDF	Aug 15, 2017
Technical_Exhibit_B_-_Drawings.pdf	PDF	Aug 14, 2017
Attachment_1-Appendix_A_04-Aug-2016.pdf	PDF	Aug 14, 2017
Solicitation_W91151-17-B-0028.pdf	PDF	Aug 14, 2017
Technical_Exhibit_A-Specifications_1-11-16.pdf	PDF	Aug 14, 2017

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Headquarters III Corps, Fort Hood

Directorate of Public Works (DPW)

Technical Exhibit “D”

REPLACE CRANES

26041, 30036, 35012, 44015 & 88032

AS-BUILT DRAWINGS

September 11, 2017

Contract No. W91151-17-B-0028

Directorate of Public Works

Engineering Division

US Army, III Corps

4612 Engineer Dr.

Fort Hood, TX 76544

128ft-6in

50ft-2in

North

D P

F O

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128ft-6in

50ft-0in

North

D P

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GS-101

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

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D e s c ri p ti o n

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A p p r.

Bldg. No.

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MS022689P

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SHEET

NORTH SYMBOL

AWINDOW DESIGNATION

INDEXOFDRAWINGS

SHEETDESCRIPTION

1/A1

SHEET ON WHICH DETAIL IS REFERENCED

GENERAL SYMBOLS

FORT HOOD,TEXAS ELEVATION REFERENCE

REVISION NUMBER

WALL TYPE MARK

NOTE BY SYMBOL

HWY 84

HWY 36

F .M

RES.BD.

R E S . B

RES. BD.

R E

S .B

KILLEEN

CANTONMENT

AREA

WEST

FORT

HOOD

GATESVILLE

NORTH

FORT

HOOD

RESERVATION

BELTON

LAKE

0 5 10

COPPERAS

COVE

35 37

LOCATION

PROJECT

0 100 200

LAREDO

CORPUS

CHRISTI

HOUSTON

AUSTIN

KILLEEN

WACO

FORT WORTH DALLAS

FORT

SMITH

OKLAHOMA

CITY

TULSA

AMARILLO

ALBUQUERUE

SANTA FE

VICINITY MAP

LOUISIANA

HWY190

MEXICO

TEXAS

ARKANSAS

NEW

MEXICO

ELPASO

OKLAHOMA

FORT HOOD AREA MAP

MAIN CANTONMENT AREA

SCALE IN MILES

1/2 1

SCALE IN MILES

GULF OF

SAN ANTONIO

FORT HOOD

WICHITA FALLS

O L

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E O

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N R

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S T R

A N

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N O

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FORT HOOD

W E S

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A N

G E R

C L

A R

K E R

H W

BUILDING LEGEND (POINTS OF INTEREST)

MONTAGUE VILLAGE

VILLAGEII

COMANCHE

CENTRALDR

LANDFILL

FT.HOOD

W E S T R

A N

G E

W R

A T

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PATTON

PARK

BATTALION

NORTH

761ST

NORTHNORTH

WALKER VILLAGE

HOOD

ARMY

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HILLIARD

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CENTRAL

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COLLEGE

HEIGHTS

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V A J O

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TANK DESTROYER

BATTALION

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761ST

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TURKEYRUNROAD

LIBERTY VILLAGE

OLD IRONSIDESBATTALION AVE

HELL ON WHEELS

C L

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L A

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TANK DESTROYER RD

HELL ON WHEELS

OLD IRONSIDES

C L E

A R C

R E

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C L E

A R C

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US HIGHWAY 190

SOUTH RANGE

HELL ON WHEELS

OLD IRONSIDES

WARRIOR WAY

BUSINESS ROUTE 190

US HIGHWAY 190

PERSHING PARK

VENABLE VILLAGE

CHAFFEE VILLAGE

H O

O D R

O A

US HIGHWAY 190

RAIL HEAD

H O

O D R

O A

TANK DESTROYER

WEST

FT.HOOD

SHEET ON WHICH DETAIL IS DRAWN

DETAIL NUMBER

DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION

FORT HOOD

1"=250’

125 250

PROJECT SITE4)

BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)3)

DARNALL ARMY HOSPITAL2)

III CORPS HEADQUARTERS1)

DPW

FORT HOOD TEXAS

s kr o W c ilbu P fo etarotc eri D n oisivi

D secivreS & g nir ee ni g n

PROJECT NO: MS022689P

88025

88032 88033

A S -B

T S

VIC 88032

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C H

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C E A

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G-101 COVER SHEET

C-101 SITE PLAN

C-501 FENCE DETAILS

C-502 FENCE GATE DETAIL

INSTALL FENCING AND GATE

NUMBER

REFERENCE

SHEET

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

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DPW

FORT HOOD TEXAS

ir ec to rat eofPublic

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MS022689P

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S -B

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C-101

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L A

88025

WATER TOWER

88032 88033

GROUNDING TEST RESULTSOHMS

GROUNDING ROD 16.8

GROUNDING ROD 210.1

GROUNDING ROD 310.2

GROUNDING ROD 42.3

1.6 GROUNDING ROD 5

GROUNDING ROD 6

INSTALLED 22’-0" ROLLING GATE

UNNAMED ASPHALT ROAD

G8G9

G2 G3 G4 G5

AIR GAP LOCATION

SEE DETAIL DWG C-503

G7G6

GROUNDING ROD (TYPE 9-PLACES)

GROUNDING ROD 71.4

GROUNDING ROD 81.9

GROUNDING ROD 91.0

FENCE CORNER PT "C"

EXISTING 30" WATER LINE

FENCE CORNER PT "B"

135’-0"

FENCE CORNER PT "A"

FENCE CORNER PT "D"

NOTES:

1. CONTRACTOR TO VARIFY ALL UTILITY LOCATIONS.

2. NO ALUMINUM PRODUCTS USED ON THIS PROJECT.

FENCE CORNER PT "E"

NEW 6" BOLLARD (TYP 4-PLACES)

22.3

NUMBER

REFERENCE

SHEET

Project No.

DMI No.

D e s ig n e d B y

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MS022689P

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XXX

TRUSS ROD AND BAND

N.T.S.

FENCE LEGEND:

OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC WIDTH.

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE

EXAMPLES:

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

TWB - TENSION WIRE TOP AND BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE

TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

T Y

(3/8" MIN. DIA.)

TRUSS ROD

CORNER POST

N.T.S.

LOCK PIN (TYP.)

1’ -1 0"

TYP)

BARBED WIRE (TYP.)

DEGREES

TOP OR BRACE RAIL ATTACHMENT

N.T.S.

(2’-0" O.C. MAX.)

9-GAGE STEEL TIE WIRES

FABRIC

ROUND POST

N.T.S.

(3/8" MIN. DIA.)

TRUSS ROD

TENSION BAND

3/4" x 1/10"

ROUND POST

LINE POST ATTACHMENTS

N.T.S.

MININMUM TWO TWIST

OF FABRIC)

TOP AND BOTTOM

AND WITHIN 4" FROM

WIRE (15" O.C. MAX.

9-GAGE STEEL TIE

END OR GATE POST DETAIL

N.T.S.

CARRIAGE BOLT

TENSION BAR

EACH FABRIC LINK

TENSION BAR TO ENGAGE

FABRIC

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4" FROM

TENSION BAND

72" or less 72" to 84"

USE AND SECTION

TUBULAR - ROUND

STEEL POST SCHEDULE

FABRIC MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

CORNER, END & PULL POSTS 2.375" O.D.

2.375" O.D.

2.875" O.D.

2.375" O.D.

2.25" x 1.70"

1.66" O.D.

1.90" O.D.

1.875" x 1.625"

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

LINE POSTS

FENCE DETAIL

N.T.S.

OR PULL POST

CORNER, END,

2.875" OD (typ.)

16" MIN. DIA.

TOP RAIL OR TENSION WIRE

(3/8" MIN. DIA.)

TRUSS ROD

10’-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10’-0" MAXIMUM

T Y

OF FABRIC

BOTTOM

LINE POST

1’-0"

GRADE

ON EXTENSION ARMS

BARBED-WIRE APRON

9 Ga.HOG RINGS (TYP.)

WIDTH OF POLE (TYP.)

MIN. DIA. 4 TIMES

m in

T Y

(TYP.)

OR CLIPS

9 GA.TIE WIRES

MIN. 7 GA.TENSION WIRE

MAX 2" OPENING

A B

F e n c e D e ta il s

CONCRETE BASE

GROUNDING DETAIL (see NOTE 5.)

N.T.S.

No. 2/0 AWG COPPER CABLE

FENCE POST

FITTING OF COPPER

OR APPROVED CLAMP-TYPE

MOLDED EXOTHERMIC WELD

STEEL GROUND ROD

" DIA. COPPER-CLAD4

LINE POST

1’-0"

1’ -6

T Y P

DEGREES

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

" PLAIN PIN8

NOTES:

3. NO apron is required on this fence location.

SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON

THAT COMPLY WITH THE SPECIFICATIONS.

TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

June 14, 2007.

4. Contractor shall install this fence IAW UFC 4-022-03 dtd

X= 610346.136464 Y= 3443766.07447

INSTALL GROUND ROD AT COORDINATE SYSTEM MGS 84 UTM ZONE 14N

5 FOR INSTALLATION Follow UFC 4-022-03 page 2-11,

6. "NO ALUMINUM SHALL BE USED ON THIS PROJECT"

TENSION BAND DETAIL

N.T.S.

TENSION WIRE

MIN. 7 GA.

EXTENSION ARM DETAILS (typ.)

WIDTH OF POLE (TYP.)

MIN. DIA. 4 TIMES

(TYP.)

RINGS

OR HOG

9 GA. TIE WIRES

CROWNED CONC. TOP SURFACE (typ.)

LINE POST 2 3/8" (typ.)

ESTENSION ARM

CORNER POST

TENSION BAR (TYP.)

3/16" X 3/8"

ARM

EXTENSION

(6 GAGE, 2" MESH)

CHAIN-LINK FABRIC

WIDTH OF POLE (TYP.)

MIN. DIA. 4 TIMES

FOOTING (TYP.)

# 3000 CONCRETE

1 5/8" (TYP.)

BRACE RAIL

U N

D P

A S

C H

7. BOLLARDS SHALL BE FILLED AND TOPPED WITH 3000 PSI. CONCRETE.

S -B

T S

C-501

XXX

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

NUMBER

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Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

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MS022689P

C-502 ec to rat eofPublic

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6" Galvanized Post

8’ Back frame

ELEVATION

22’-0" Gate frame

Gate

6" Post

22’-0" Clear openingGate

PLAN ASSEMBLY.

6" LATCH CLAMP

6" Post

Latch assembly

Gate opening 22"-0"

3 Strands of barbed wire

Top rail

N.T.S.

Gate

TOP END(bottom)

N.T.S.

2’-0" Min ty p ty p

Crown conc. surface (typ.)Crown conc. surface (typ.)

N.T.S.

2’-0" min 2’-0"min 12" min

Line post 2 3/8" min (typ.) Line post 2 3/8" min (typ.)

Brace rail wire ties (typ.)

9 Ga. steel

3/8" min (typ.)

Truss rod

2" Min clearance between fence and soil (typ.)

(1 of 3) 6" Dia. gate post

10’-0" Maximum (typ.)

assembly 6" Latch clamp latch assembly End of gate pipe guard 6" Conc. filled pipe guard 6" Conc. filled

6" PIPE GUARD DETAIL

M in

Groundline

M in ty p

24" Min.

Rnd conc. top filled w/ conc.

6" Steel pipe

10’-0" maximum (typ.)

D P

A S

C H

Vic bldg 88032

6" Post cap.

N.T.S.

GATE END SECTION

barbed wire Outrigger 3 strands of

NOTES

pipe guard 6" Conc. filled

8. "NO ALUMINUM SHALL BE USED ON THIS PROJECT"

7. Ground rod installation must meet UFC 4-022-03 dtd 14 JUNE 2007, requirements.

Chain link fabric shall be placed on the side opposite the secure area.

6. Wire ties, rails, posts, and braces shall be constructed on the secure side of the fence alignment.

methods of installation that comply with UFC 4-022-03 specifications.

5. Details shown are to clarify requirements only and are not intended to limit other types of fence sections and

4. All concrete must be minimum strength of #3000 in 28 days.

3. ALL changes must be coordinated and approved by the COR.

2. Changes to the final alignment, grade, elevation, and placement may be required to best fit the work site conditions.

1. ALL fencing must meet or exceed the UFC 4-022-03 requirements.

3000 # conc. (typ.) 3000 # conc. (typ.)

3000 # conc. (typ.)

U N assembly (top & bottom) 6" Support roller

ROLLER ASSEMBLY DETAIL

6" BLACK NEOPRENE

& bands 11 GA. Steel stretcher bar m in m in m in

3/8" Truss CABLE

6" Post assembly 6" Support roller assembly 6" Support roller assembly 2 " Gate pipe (typ.)

2 " O.D Galvanized

2 " O.D pipe (typ.)

pipe guard 6" Conc. filled

S -B

T S

3/8" HOLE

latch End of gate

3/8" HOLE

CLAD STEEL ROD

3/4" X 10’ COPPER

#8 AWG SOLID

0’-2"

10’-0"

#8 AWG SOLID

CLAD STEEL ROD

3/4" X 10’ COPPER

#8 AWG SOLID

0’-2"

CLAD STEEL ROD

3/4" X 10’ COPPER

10’-0"

#8 AWG SOLID

CLAD STEEL ROD

3/4" X 10’ COPPER

0’-6" 0’-6"

AIR GAP AIR GAP

TURNBUCKLE

section crossing power lines

ELEVATION VIEW

NOTES

CONTRACTOR SHALL INSTALL THIS FENCE IN ACCORDANCE WITH UFC -4-022-03.

APPROVAL WITH AND BY THE COR.

ALL CHANGES MUST HAVE PRIOR COORDINATION AND

DETAILS FOR THIS PROJECT.

CONTRATOR IS ADVISED TO READ CAREFULLY THIS AND THE OTHER PLAN

AIR GAP DETAIL PROJECT MS022689P

NUMBER

REFERENCE

SHEET

Project No.

DMI No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

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F O

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D ir ec to rat eofPublic

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C E A

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A T

D .P a s c h

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U L -2

D .P a s c h

A P D

E T

Vic bldg 88032

MS022689P

C-503

File details come from the government source that posted it. Updated Nov 14, 2017.