Technical Exhibit B - As Builts.pdf

PDF 23 MB Posted Jan 30, 2024

Attached to: Renovate BLDG 37011 Federal contract opportunity
Solicitation number: W9115124B0001
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · Jan 30, 2024

This document provides details for a federal contract opportunity to renovate Building 37011 at Fort Hood, Texas. The Directorate of Public Works at Fort Hood seeks to convert the existing structure into a Brigade-level headquarters. All questions must be submitted to the specified Army contact by the end of the pre-solicitation period to be considered for incorporation into the formal invitation for bids. The contract will be awarded by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood.

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Other files for this federal contract opportunity

Other files attached to Renovate BLDG 37011, newest first.
File	Type	Posted
Technical Exhibit C - Specifications.pdf	PDF	Jan 30, 2024
Technical Exhibit D - Asbestos Survey.pdf	PDF	Jan 30, 2024
W9115124B0001 Draft IFB.pdf	PDF	Jan 30, 2024
Technical Exhibit A - Drawings.pdf	PDF	Jan 30, 2024

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G-000

C O

V E

R S

H E E T

PROJECT NO. 1C109306P

/1 /2

A S

B U

T S

FORT HOOD TEXAS

D ir e ct or ate ofPublic W ork s

E n gineering&Servi ce s

D iv is io n

DPW

D a te

R e v

C o n tr a c t N o

T a s k O rd e r

N o

C k d b y

R e v ie w e d b y

D e s ig n e d b y

D w n b y

S u b m it te d b y

D E S

N F

A N

D S

E R

E S

E N

E E

G P

L A

N S

E C

T O

R A T E O

F P

U B L

O R

K S

BUILDING NO.

PROJECT NO.

DMI NO.

SHEET

REFERENCE

NUMBER:

Sheet of

C o n tr N o

1 2 3 4 5

A p p r.

D a te

D e s c ri p ti o n

M a rk

C O

N S

U L

T I N

G I N

E E

R S

S A

T O

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X A S

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-S

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W -1

-C -0

A S

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/1 /2

FORT HOOD, TEXAS

REPAIR BN HQ

JUNE 2011

FORT HOOD DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION

G-001

E X O

F D

R A

G S

INDEX OF DRAWINGS

TITLENUMBER

SEQUENCE

NUMBER

REFERENCE

SHEET

TITLENUMBER

SEQUENCE

NUMBER

REFERENCE

SHEET

ARCHITECTURAL PLUMBING

ELECTRICAL

MECHANICAL

GENERAL

CIVIL

44 E-601 ELECTRICAL PANEL SCHEDULES

43 E-502 GENERAL STATEMENT OF COMMUNICATIONS REQUIREMENTS

42 E-501 ELECTRICAL RISER DIAGRAMS

41 E-103 COMMUNICATION RENOVATION PLAN

40 E-102 ELECTRICAL RENOVATION LIGHTING PLAN

39 E-101 ELECTRICAL RENOVATION POWER PLAN

38 ED-101 ELECTRICAL DEMOLITION PLAN

37 E-001 ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS

36 P-601 RISER DIAGRAM AND PLUMBING SCHEDULES

35 P-101 PLUMBING RENOVATION PLAN

34 PD-101 PLUMBING DEMOLITION PLAN

33 M-602 MECHANICAL CONTROLS

32 M-601 MECHANICAL SCHEDULES

31 M-502 MECHANICAL DETAILS II

30 M-501 MECHANICAL DETAILS I

29 M-101 MECHANICAL RENOVATION PLAN

28 MD-101 MECHANICAL DEMOLITION PLAN

27 M-001 MECHANICAL LEGEND, NOTES AND ABBREVIATIONS

26 A-604 SIGNAGE

25 A-603 WALL AND FLOOR TILE PATTERN AND DETAILS

24 A-602 FINISH SCHEDULE AND COLOR AND MATERIALS SELECTIONS

23 A-601 DOOR SCHEDULE

22 A-502 DOOR DETAILS

21 A-501 WALL TYPES

AND ACCESSORY SCHEDULE

20 A-401 ENLARGED PLANS, FIXTURE AND ACCESSORY ELEVATIONS

19 A-307 ARCHITECTURAL DETAILS

18 A-306 ARCHITECTURAL DETAILS

17 A-305 ARCHITECTURAL DETAILS

16 A-304 ARCHITECTURAL DETAILS

15 A-303 ARCHITECTURAL DETAILS

14 A-302 WALL SECTIONS AND WALL DETAILS

13 A-301 WALL SECTIONS AND WALL DETAILS

12 A-202 EXTERIOR BUILDING ELEVATIONS

11 A-201 EXTERIOR BUILDING ELEVATIONS - DEMOLITION

10 A-102 REFLECTED CEILING PLAN

9 A-101 FLOOR PLAN

8 AD-101 DEMOLITION PLAN

7 A-002 LIFE SAFETY PLAN AND CODE ANALYSIS

6 A-001 ABBREVIATIONS AND SYMBOLS

5 C-101 SITE PLAN AND DETAILS

4 G-003 GENERAL REQUIREMENTS

3 G-002 PROJECT LOCATION PLAN

2 G-001 INDEX OF DRAWINGS

1 G-000 COVER SHEET

/1 /2

FORT HOOD TEXAS

D ir e ct or ate ofPublic W ork s

E n gineering&Servi ce s

D iv is io n

DPW

D a te

R e v

C o n tr a c t N o

T a s k O rd e r

N o

C k d b y

R e v ie w e d b y

D e s ig n e d b y

D w n b y

S u b m it te d b y

D E S

N F

A N

D S

E R

E S

E N

E E

G P

L A

N S

E C

T O

R A T E O

F P

U B L

O R

K S

BUILDING NO.

PROJECT NO.

DMI NO.

SHEET

REFERENCE

NUMBER:

Sheet of

C o n tr N o

1 2 3 4 5

A p p r.

D a te

D e s c ri p ti o n

M a rk

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W -1

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REGISTERED

P R

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SSIO AL ENG

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SAXETFOETATS

KUNG MOON NG

15815

BY KUNG MOON NG

P.E. ON

DOCUMENT WAS AUTHORIZED

THE SEAL APPEARING ON THIS

6-17-2011

G-002

P R

O J E

C T L

O C

A T

N P

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NORTH AVE

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PATTON

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TANK DESTROYER BLVD

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K A

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N K

A W

SANTEE CT

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HURON CT.

MOHAWK CT

PIMA CT

MIAMI CT

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HELL ON WHEELS AVE

OLD IRONSIDES AVE

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ALB

D R

SANTIAGO-COLON DR

GRABIARZ DR

37TH ST

S A F I

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T a n k s t r o y e r

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CHEROKEE CT

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C L

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UTH RANGE Rd

C L

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C L

C O

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M O

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TURKEY RUN Rd W E

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S M

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W R

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BATTALION AVE

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G R

BATTALION AVE

NORTH AVE

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P A

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P A

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C A

R D

BATTALION AVE

SANTA FE AVE

WAINSCOTT AVE

S P

U R

K E

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W R

A T

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ROSE ST

VENABLE

V E

N A

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TONKAWA

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31ST ST

ANDERSON ST

T H

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SANTA FE AVENUE

W R

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SANTA FE A

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JUMANO CT

COMANCHEAVE

COUSHATTA

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CALUSA CT

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YAQUI CT

PONCA CT

OTTAWA CT

TETON CT

SHAWNEE CT

HANO CT.

BILOXI CIR

CAYUGA CT.

IOWA CT.

PAWNEE CT.

SITKA CT

NAVAJO DR

PIMA CT

CHOCTAW CT

NAVAJO DR

IROQUOIS CT

CHEYENNE CT

HAVASUPAN CT

CREEK CT

SIOUX CIR

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S T

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OLD IRONSIDES AVE

HELL ON WHEELS AVE

OLD IRONSIDES AVE

HELL ON WHEELS AVE

N D

ERIE CT.

ENGINEER DR

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PATTON

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NKI

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S T

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O N

S T

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LENAPE CT.

HURON CT.

MOHAWK CT

PIMA CT

MIAMI CT

ACOMA LOOP

OVNAND BLVD

T H

V E

N A

761ST TANK BATTALION AVE

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T 4606

T 4607

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T 4603

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S-18

S-17

S-17 BNSF

S-15 BNSF

S-15 S-16

S-14B

S-14A

S-14

S-12

S-11

S-11 BNSF

S-10

S-9

S-8

S-7

S-6

S-5

S-4

S-3

S-2

S-1

S-1 BNSF

BNSF

TRACK A

TRACK B

TRACK C

TRACK D

TRACK A

TRACK 10

GARDEN TRACK

TRACK 9

TRACK 5

TRACK 2

OLD WEST "Y"

TRACK 10

OLD WEST LEAD

TRACK 10

NEW WEST LEAD

TRACK 10

END TRACK 10

BYPASS TRACK

X-OVER AB

X-OVER BC

X-OVER CD

LTA 110

Cantonment

LTA 112

S K E E T

A N

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W A

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14 R PV 197455

HELIPAD 3 - 4ID HQ

14 R PV 161444

HELIPAD 5 - SIMULATION CTR

14 R PV 161458

HELIPAD 11 - 1st CD HQ

H-1

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TENNIS COURT

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53210

52125

51617

19032

69002

52013

26011

60131

38061 n/a

52735

48768 n/a

53262 n/a

52762

51745

40009

15012

6151 6788

52064

33058

53262

50009

52074

52622

48865

52091

48648

51615

11048

60105 n/a

60011

52530

48363

26010 n/a

51449

60120

60045

37006

52533

53220

26028

52232 n/a

51453

15015

48373

18027

16001

39048

53257

620153907

52127

51747

36001-05

52092

51619 n/a

51213

52733

12020

13031

52770

26048 n/a

51451

52535

18029

16002

52051

51406

13041

50003

52077

52621

53931

10035

81220

88019

52049

51404

13040

39012

18025

52069

52625 n/a

51621

19031

48875

52007

13006

52234 n/a

51455

37005

48770

26014

53259

42005

52760

48644

51749

36001-04

10053

53908

52128

53930

10034

51408

53220

52075

52623

25059 n/a

17028

51235

52727

60087

34005

19017

51115

37016

15000

39035

53227

51303

52712

52406

52338

37007

51318

297B

52136

48750

11033

36015

52453

53348

51744

13007

53244

51241

52714

60072

71063

22036

52642

53269 n/a

56135

51431

12003

52708

53229

25017

52833

53271 n/a

51433

25016

51315

31004

19012

51253

52640

77018

51742

35015

51337

48877

53346

52932

52238

52405 n/a

52447

53280

11033

296B

52134

52836

53273

16003

52652

51550

32042

32019

21010

51150

52450

16018

52706

51436

16004

52403

52019

52339

51328

10012

31002

52129

40072

48749 n/a

53347

53344

51548

25035

53345

29017

51542

30035

23020

33062

52402

53263

25037

52319

53282

51435

16009

52651

39040

32043

31003

21007

51304

52448

37019

10043

52705

10001

48862

53343

25021

52341

40028

52401

39053

52079

25032

52321

52431

51306

48740

11026

51606

71038

51543

25031 n/a

48860

50006

53356

32009

35024 n/a

52707

39030

52837

53284

51506

51339

37020

52837

34008

53263

22020

51225

52449

52062

37022

52835

53275

34011

17023

19030

51124

13039

50007

49022

53358

51545

56154

51112

39019

52323

51503

51438

39045

71036

53361

51108

52451

37021

17007

36006

51707

53361

35010

32015

53341

36009

52847

53363

77022

26026

15053

52106

39036

52433

52058

13001

60139

33032

31001

52061

52610

53929

33060 n/a

39041

51102

37015 n/a

51636

32024

71034

51547

26013

48868

52335

53370

49007

17048

52759

48853

60014

53360

51603

33028

52324

36002

52526

39022

MWR167

36003

53334

51439

10002

52780

4318 6116

60037

51757

52024

52835

53275

32032

52808

53350

10004

52383

52776

14024

51769

52378

MWR171

52111

53277

10017

32028

52839

53352

51631

11012

60046

17046

52647

16017

53277

33034

41007

52066

52612

32016

12010

53352 n/a

38058

52425 n/a

36018

51216

52720

17004 n/a

52849

33017

52524

49006

52775

89109

52435

51601

26047

52322

13027

60130

52045

53934

51407

51308

52834

51772

71032 n/a

53363 n/a

52337

53379

53341

51633

32045

60013

52607

51549 n/a

51338

52649

53373

11017 n/a

27013

52355

53302

51723

53349

51629

11025

88055

40004

60002

52603

71061

51553

32007

52518

53232

49004

30026

53349 n/a

52851

15059

53373

48812

52774

38028

18015

75090

52112

42010

52841

51764

44011

39054 n/a

51411

51317

38068

31011

52059

52611

53936 n/a

36000

38036

51313

52719

26045

12011

51551

52354

53388

49005

30033

60005

52605

51602

26040

52320

33018

52520

52046

50004

52656

39064

49003

32012

60027

52601

51442

30010

52318

40015

32002

52517

33036 n/a

10042

52042

32017

49020

51319

36036

13003

29010

51763

25015

52114

53279 n/a

32026

52831

53354

48662

51634

51627

11032

51600

52648

48374

11002

71065

51552

13002

19035

27014

52353

53304

53237

12001

53354 n/a

39002

51227

53219

60091 n/a n/a

38027

39032

51204

51817

40065

26050

48733

52853

52755

89110

52654

14011

51607

30022

52250

48304

13004

52044

53938

51310

53232

69012

14010

53279

31012

52060

52609

36038

11020

52817

33038

51501

52040

53933

51414

51312

53230

60090

53292

29005

52004

52604

53239

56243

51311

52423 n/a

27015

52357

53306

71035

51626

11038

48710

60062

52551

71067

51536

13030

52515

53230

35014

42007

32018

52446

51507

30023

52255

52131

26022

48735

60030

52386

52113

50001

52381

52830

37011

53325

51765

52646

53375 n/a

32025

29004

51325

52602

53939

33012

53325

39001

51106

52422

69004 n/a

25039

56198

38034

51206

51815

53246

38059

12002

69005

13029

60122

53375

53323 n/a

35009

51104

52421

41008

38052

51219

51811

35008

10016

42003

52658

10021

53377

52130

30009

52254

24013

52514 n/a

52029

31013

32001

37023

51400

50014

51341

11019

29006

4219A

51258

52606

53935

53100 n/a n/a

40051

52827

51702

11028

52650

71069

51537

53362 n/a

52076

52350

53308

32010 n/a

60115

52553

53236

60071

10022

56199

38057

51217

51813

26066

48737

52379

42004

52817

53362

52132

51770

40001

52108

53292

36010

52434

53364

52133

41002

51766

52829

53290

51628

39034

11030

39018

52639

53937 n/a

50012

51330

10029

53290

29007

51149

52501

32020

44015

51230

52414

53265

10020 n/a

38051

51809

60101

52554

51539

23002

24012

52509

32008

35016

52445

29001

51544

30008

52257

36041

11021

53265

40059 n/a

52031

52843

52845

53323

51768

40060

52444

53377

10003

32030

48864

60097

52349

53312

51119

51704

19038

52825

53303

51774

51801

53385

24008

10005

60095

52346

53316

51791

51701 n/a

60093

51000

52557

48376

51523 n/a

38067

51223

51816 n/a

12004

36019

52726

53238

10018

53385

36017

52135

52832

21004

51504

52034

49017

35029

52428

21024

38004

51333

36040

15022

29022

29026

52424 n/a

39039

53303

44016

51114

52416

39047

51767

51703

22012

51803

48371

51538

26018

53364

60081

52348

53314

35023

52757

60103

52552

11058

51510

26041

52259

24011

41002

52510

51527

53366

28006

60134

52347

53318

53231

19027

51015

60084

52556

49015

26006

52235

53404

34006

52507

22028 n/a

52030

89112

30029

52413

12015

51743

42000

53366

15018

52137

51771

53288

48653

41010

52826

48647

51792

51706

72017

51810

38069

53288

29014

10011

10015

51109

52418

39043

27003

10036 n/a

38017

51814

53250

52717

40002

38014

52508

26005

89111

14008

52638

21005

30015

52258

11006

43036 n/a

52032 n/a

26039

53250

38024

51320

30018

52427

11061

26009

52233

22027 n/a

52028

53252

38010

51511

52056

77016

29003

26023

11008

29016

40006

51144

53369

51808

53387

52006

60133

52345

53320

51710

56157

51016

60073

52550

15005

51529

56156

4274B

52504

42006

89100

52716

53248

60065

39027

53387

10014

52139

36030

48861

56137

52828

53281

51741

52823

51773

38055

51513

51321

11007

29011

40007

51142

53367 n/a

39008

53400

51116

52420

53231

30027

38008

51203

51812

35022

12006

11010

51140

53371

53233

72013

35028

51211

51805

53321

38003

53233 n/a

52344

60112

51502

52502

52027

51509

53310

34010

51775

52824

51708

53322

10008

32014

38029

51210

51807

48748

36031

10010

29009

22017

52141

38023

38009

51228

52436

48744

10007

52229 n/a

51777

52036

60074

51424

37010

51128

53378

53329

51711

32029

60043

55101

88021

31010

52455

60160

25060

52343

36037 n/a

52140

48746

12022

52821

53321

48741

51776

52033

52819

53339

51779

19033

52404

53305

29019

51705

53235

89101

51205

52437

25019

16008

53339

38022

52228

48743

10006

33066

37017

39033

53372 n/a

52012

51795

33026

37001

51137

53380

52822

48649

51709

11027

88016

53331

53235

43005

52328

48663

51712

71025

53307

53240

30032

52304

50005

23001

52456

48745

71054

52226

51778

40055

52820

60050

33024

21009

11009

51135

53382

53901

38033 n/a

52021

51804

56158

33070

52454

52330

51797

43016

33009

52018

56160

52458

30020

52332

28001

52022

51612

53353

48650

56133

36008

51781

51714 n/a

51220

51800

53353

38064

52227

48747

17001

53301

52020

51799

33022

11024

51146

53381

53240

29021

13023

51127

53390

60110

53242

51302

52710

23006

53333

53242

26019

52302

40026

52457

40014

52312

22032

52220

53324

51780

88050

52815

40071

51716

11039

41012

51133

53383

23005

52815

38035

51201

51802

48752

53333

71056

39044

52813

36007

38053

51237

53326

48756

30011

53335

71058

17008

52223

53272

24006

33030

52010

60042

14007

72018

13047

51151

53392

28000

51718

41011

52463

52303

38063

38016

52221

48754 n/a

40067

51783

52222

40068

48651

51793

51784

11011

36014

51131

53906

18000

72015

51222

53328

60066

52301

24007

41001

52461

43010

52008

51512

48654

51782 n/a

13005

52813

40066

51719

11052

53335

52811

51713

11035

51111

53309 n/a

52331

26043

22021

51224

53330 n/a

12008

42013

53309

71060

26001

52217

53267

53336

51786

11031

23025

52003

53905

19018

53267

53241

36001

51252

60064

39042

52811

21006

51715

52459

53241

52351

52464

53243

88005

52309

43032

52082

52818

53376

48667

53338

51787

11044

51720

11050

51139

53332

60099

53376

44012

52224

40069 n/a

52460

43034

51314

33020

29008

51148

41009

36005

43030

51326

51239

60048

51722

48874

53313 52307

52513 n/a

12009

53313

40054

26002 n/a

52126

53327

51785

52816

51508

53243

23026

51260

60108

13019

50019

51141

52736

53245

77020

51113

53221

60092

44009

56169

50017

51136

52729

11059

53340

52511

53245

52305

36044

43018

51316

60082

53278

50015

294B

52814

53384

39031

51794

51724 n/a

53221

50020

51134

52734

60096

53384 n/a

56170

52124 n/a

53900

56168

52443 n/a

51430

11060

292B

52810

53357

48731

29020

17022

51110

60098

50018

51138

52731

60137

48879

53340

32005

52306

295B

52505

43020

51331

36045

52122

53278

51796

293B

52812

53355

48364

51726 n/a n/a

291B

52809

51730 n/a

51107 n/a

48872

53342

49010

38037

51143

52732 n/a

13052

53342

72014

52643

53276

34001

43022

51327

53932

53276

51440

17030

51226

53223

51728 n/a

53223

48870

56162

52503

52308

53317

51732 n/a

51336

53225

33050

52380

52407

56152

52334

14023

25036

38013

52441 n/a

51429

15010

298B

52807

40070

52629 n/a

38015

51117

22030

51145

52711

21020

35030

52310

44013

39038

52409

43028

51329

14022

51505

88051

52408

43024

52000

31006

19020

51238

18010

52805

51734

30017

48863

53319

53244

56151

52336

40027

22031

51147

52713 n/a

51432

36046

52644

53274

43026

52002

53274

21006A

51126

53225

21022

53222

18023

52071

52618

69010

26012

26024

51232

52749

48771

16007

39050

37004

52529

53222

88001 n/a

51456

15002

48372

52054

51444 n/a

89118

52215

51751

36001-03

52001

48664

51640

22011

60114

51257

52747

36032

26025

52758

19016

53261

26046

71033

52754

52218

51755

36001-01

51441

15001

18021

52073

52616

51309

52725

60024

52090

25020 n/a

51454

37003

52052

89117

30025

52756

60032

51758

36001-02

52213

48660

51642

11057 n/a

39037

51753

52216

53393

51639

32041

60165

13011

51215

52723

48774

51434

39010

72011

52777

89119 n/a

51452

13044

48385

52039

51443

53224

52072

52614

53268

51641

19036

60049

13101

37002

53224 n/a

48857

52105

48739

51637

32040

60040

37013

52521 n/a

89115

51448

52779

52384

42001

52211

60003

51756

52070

52617

53924

51208

52751 n/a

33008

12019

26021 n/a

60033 n/a

51450

15024

37012

52037

89108

51403

13043

39005

51446

52519

52050

89114

51412

13051

33010

52063

52613

53926 n/a

41018

52210

51635

32027

60007

48855

52358

53386

17047

52771

60132

52432

51209

52722

48772

39009

42015

53386

52781

51760

15008

29027

23023

52047

53925

51410

52068

52615

12007

53928 n/a n/a

52065

52608

10041

53350 n/a

51234

51638

60044

53950

22022

37014

52528

38018

52761

89107

51605

13020

39016

52048

52212

51759

48866

52356

53368

51632

32023

51305

52724

10040 n/a

52782

36042

39014

22025

51236

52730

12012 n/a

52778

4211A

39021

52043

89113

51405

22039

56166

55101

55102

56136

56109

36010A

12025

NOTES:

U S HIGHWAY 190

SANTA F

E AVENUE

T H S

T R E E T

C L E

A R C

R E E

K R

O A

TANK DES

TROYER B

LVD

D S

SUPPORT AVE

TANK DESTROYER BLVD

A R C

R E E K R

O A D

TANK D

EST

ROYER

BLVD

TANK DESTROYER BLVD

C L A

R K E

O A

BATTALION AVE

H S

D S

NORTH AVE

H S

D S

H S

D S

BATTALION AVE

761ST TANK BATTALION AVE

OLD IRONSIDES AVE

HELL ON WHEELS AVE

S T

H S

S T S

H S

D S

TANK DESTROYER BLVD

US HIGHWAY 190

BUSINESS ROUTE 190

T J

L S B

L V

T J M

L S B

L V

APPROVED HAUL ROUTE

MAIN GATE

CLARKE ROAD GATE

CONSTRUCTION VEHICLE ENTRANCEC

L A

MURPHY RD

MURP

W E S T

A N

G E

O A

TURKEY RUN ROAD

C L E

A R

R E E

O A

SOUTH RANGE ROAD

NORTH AVE

BLDG 37011

PROJECT LOCATION

H S

OLD IRONSIDES AVE

HELL ON WHEELS AVE

H S

C L E

A R

R E E

O A

D T

H S

IDENTIFICATION

SECTION OR DETAIL

C-501C-101

CUT

CONDITION FIRST

SHEET WHERE

DRAWN

CONDITION IS

SHEET WHERE

SCALE OF FEET

01000 1000 2000

NORTH

O L D G

E O

R G

E T O

W N R

NOLAN RD.C

L A R

K E R

AMARILLO

LUBBOCK

ABILENE

WORTH

FORT

DALLAS

KILLEENHOOD

FORT

AUSTIN

SAN ANTONIO

DEL RIO

EL PASO

VICINITY MAP

NO SCALE

GATESVILLEHWY 84

HWY 84

FORT HOOD

NORTH

RES. BD.

M . 1

W E S T R

A N

G E R

E A S T R

A N

G E R

R E S B

COVE

COPPERAS

HWY 190

HWY 36

RES. BD.

LAKE

BELTON

RES. BD.

HWY 190

KILLEEN

FORT HOOD

WEST

R E S . B

FORT HOOD AREA MAP

NO SCALE

RESERVATION

FORT HOOD

AREA

CANTONMENT

PROJECT LOCATION PLAN1 SCALE: 1" = 1000’

GOVERNMENT PROPERTY AT THE CONTRACTOR’S EXPENSE AND RESPONSIBILITY.

5. AREAS FOR DISPOSAL OF MATERIALS OTHER THAN THAT NOTED ABOVE SHALL BE LOCATED OFF

FOR USE OF THE FORT HOOD LANDFILL.

FORT HOOD LANDFILL. SEE SPECIFICATIONS SECTION 01 35 10, SPECIAL PROJECT PROCEDURES

4. COMPOST CENTER ACCEPTS UNPAINTED NON-TREATED LUMBER WHICH IS NOT PERMITTED IN THE

INERT CONCRETE SHALL NOT CONTAIN EXPOSED REBAR.

3. INERT EARTH MATERIAL AND CONCRETE CAN BE DEPOSITED IN THE RUBBLE PIT NEXT TO THE LANDFILL.

THE FORT HOOD LANDFILL.

RUN ROAD. SEE SPECIFICATIONS SECTION 01 35 10, SPECIAL PROJECT PROCEDURES FOR USE OF

2. THE FORT HOOD LANDFILL IS LOCATED NEAR THE INTERSECTION OF CLARKE ROAD AND TURKEY

CLARKE ROAD ENTRANCE SHOULD BE PREPARED FOR INSPECTION AND ONE (1) HOUR DELAYS.

1. DELIVERY TRUCKS, SERVICE TRUCKS, CONCRETE TRUCKS, TRAILERS, ETC., THAT ENTER AT THE

G-002G-002

GENERAL REQUIREMENTS

GENERAL

DESCRIPTION SCOPEGENERAL

REQUIREMENTS.

SPECIAL AND DRAWINGS, SPECIFICATIONS, CONTRACT THE BY REQUIRED WORK ALL PERFORM SHALLTORCCONTRA

THE DRAWINGS. CONTRACT THE ON INDICATED AS 9559 AND 9558, 9557, 9553, 9552, 9551, BUILDINGS OF EXTERIORSTHE

TO RENOVATIONS SELECTIVE PROVIDE AND PAINT COMPLETELY DRAWINGS; CONTRACT THE ON INDICATED AS9557

AND 9553, 9552, 9551, BUILDINGS OFERIORS INT THE RENOVATE COMPLETELY TO IS CONTRACT THIS OF INTENTTHE

DEMOLITION

REQUIREMENTS. FEDERAL AND STATE ALL TO ACCORDANCE IN WORK DEMOLITION ALLCONDUCT

SAFELY AND PROGRESS, IN WORK OTHER WITH COORDINATED, UNDISTURBE REMAIN TO IS WHICH PROPERTYALL

PROTECT SALVAGED, BE TO SPECIFIED MATERIALS OF DISPOSE AND REMOVE CAREFULLY SHALL CONTRACTORTHE

UTILITIES FOR BACKFILLING AND TRENCHING,EXCAVATION,

DISTRIBUTIONWATER

LID. THE ONWATER" " WORD THE CASTHEAD.

ROUND A PROVIDE ADJUSTABLE. BE SHALL AND USED BE TO IS WHICH ON VALVE THE FOR SUITABLE SIZE A OFIRON

CAST BE SHALL BOXES VALVE SHOWN. ISORT INDICA POST WHERE EXCEPT PIPING, BURIED ON VALVE GATE EACHFOR

BOX VALVE A PROVIDE APPURTENANCES. SYSTEM ASSOCIATED ALL AND 789; UL TO CONFORMING VALVESINDICATOR

POST 246; UL OR C502 AWWA TO CONFORMING HYDRANTS FIRE DRY-BARREL 262; UL OR C509, AWWAC500, AWWA

TO CONFORMING VALVES GATE C153; AWWA OR C110 AWWA TO CONFORMING PIPE PVC FOR FITTINGS 150;CLASS

PRESSURE C900, AWWA TO CONFORMING LINES SERVICE PVC INCLUDE SHALL SYSTEM THIS DRAWINGS.CONTRACT

THE ON SHOWN AS SYSTEM PROTECTION FIRE SITE NEW ASTALL IN AND PROVIDE SHALL CONTRACTORTHE

CONSTRUCTION BUILDING FORCONCRETE

MILS. 6 OF THICKNESSMINIMUM

A WITH SHEETING POLYETHYLENEBE SHALL BARRIER VAPOR OTHER. EACH TO ANGLES RIGHT AT WIRES WITHFABRIC

WIRE WELDED BE SHALL REINFORCEMENT MESH 615. A ASTM TO CONFORMING STEEL BILLET 60 GRADEDEFORMED, BE SHALL REINFORCEMENT BAR CEMENT. PORTLAND II OR I TYPE WITH MADE CONCRETE FORSTRENGTH 28-DAY

SPECIFIED THE TO EQUAL STRENGTH 7-DAY A HAVE SHALL CEMENT STRENGTH HIGH-EARLY WITH MADECONCRETE

PSI. 650 OF STRENGTH FLEXURAL 28-DAY A HAVE SHALL TRAFFIC VEHICULAR TO SUBJECT ON-GRADESLABS

CONCRETE PSI. 3500 OF STRENGTH COMPRESSIVE 28-DAY A HAVE SHALL WORK ALL FOR CONCRETESTRUCTURAL

MASONRY

476. C ASTM TO CONFORM SHALL GROUT 270. CASTM

IN SPECIFIED AS MORTARS" " TYPE FOR SPECIFICATIONS PROPORTIONING THE WITH COMPLY SHALL MORTARWORK.

FINISHED THE OF APPEARANCE THEFROM DETRACTING IMPERFECTIONS OTHER OR EDGES CHIPPED FROMFREE

BE SHALL AND APPEARANCE, SAME THE OF BE SHALL BUILDING ONE ANY IN UNITS PAINTED OREXPOSED-TO-VIEW

INDICATED. WORK THE COMPLETE TO REQUIRED SIZES, AND SHAPES SPECIAL AND UNITS,BOND-BEAM

ANDINTEL, L HEADER, JAMB CLOSER, INCLUDE AND SIZE IN MODULAR BE SHALL UNITS.N-I" " GRADE,I" "TYPE

90, C ASTM TO CONFORMING UNITS HOLLOW-LOAD-BEARING WEIGHT NORMAL BE SHALL UNITS MASONRYCONCRETE

FABRICATIONS AND MISCELLANEOUSMETAL:

00. 50 05 SECTION SPECIFICATION TO CONFORM SHALL METAL FABRICATED AND MISCELLANEOUSALL

INSULATION BLANKET FIBERMINERAL

16. 21 07 SECTION SPECIFICATION TO CONFORM SHALL WORK INSULATIONALL

METAL SHEET ANDFLASHING

SEALANTSJOINT

00. 92 07 SECTION SPECIFICATION TO CONFORM SHALL SEALANTS JOINTALL

FRAMES AND DOORSSTEEL

13. 11 08 SECTION SPECIFICATION TO CONFORM SHALLFRAMES

AND DOORSSTEEL ALL WORK. THIS SUPPORT TO REQUIRED AS BE SHALL MATERIALS OF REMOVAL ANDDEMOLITION

RECOMMENDATIONS.S’ MANUFACTURER PRODUCT THE WITH ACCORDANCE IN BE SHALL PROCEDURESINSTALLATION

OFFICER. CONTRACTING THE BY DIRECTED AS BE SHALL AND/OR MATERIALS EXISTINGH MATC SHALLPRODUCTS

REQUIRED. WHERE FRAMES AND DOORS METAL HOLLOW NEW INSTALL AND FURNISH SHALL CONTRACTORTHE

WINDOWSALUMINUM

HARDWAREDOOR

HARDWARE. INSTALLING AND FURNISHING TO PRIOR APPROVALFOR

OFFICER CONTRACTING THE TO SCHEDULE HARDWARE COMPLETE A SUBMIT SHALL CONTRACTOR THESPECIFIED.

AS BE SHALL OR APPLICABLE) (IFME SYST BUILDING OF REMAINDER MATCH SHALL SYSTEM KEYING USED. BESHALL

DESIGN PLAIN STANDARD’ MANUFACTURERS A156.2. ANSI WITH ACCORDANCE IN TRIM WROUGHT FORREQUIREMENTS

THE TO CONFORM SHALL AND SHANK CAST AND KNOB WROUGHT WITH REQUIRED, AS SECTIONAL, ORHES

C IN 1-3/4 BY INCHES 7 MINIMUM ESCUTCHEON, BE SHALL LATCHES AND LOCKS MORTISE FOR TRIM FRONTS.ARMORED

HAVE SHALL LOCKS MORTISE ROUNDED. BE SHALL DOORS DOUBLE-ACTING FOR FRONTS LOCK DOOR. THE OFSHAPE

THE TO CONFORM OTHERWISE OR FRONTS BEVEL ADJUSTABLEAVEH SHALL OVER AND THICK INCHES 1-3/4DOORS

FOR LATCHES AND LOCKS TYPE MORTISE MANUFACTURER. SINGLE A OF PRODUCTS THE BE SHALL DEADLOCKSAND

LATCHSETS, LOCKSETS, POSSIBLE, EXTENT MAXIMUM THE TO A156.18. ANSI/BHMA ASSOCIATIONMANUFACTURERS

AND HARDWAREILDERSU B BHMA UNDER IDENTIFIED THOSE TO CONFORM SHALL FINISHES HARDWAREOFFICER.

CONTRACTING THE BY DIRECTED BE SHALL AND/OR MATERIALS EXISTING MATCH SHALL PRODUCTS FOLLOWS.AS

SPECIFIED AND DRAWINGS THE ON INDICATED AS HARDWARE DOOR INSTALL AND FURNISH SHALLOR CONTRACTTHE

GLAZING

FRAME. TO CAULK AND WINDOWS EXISTING ANDNEW

ON FILM MYLAR MM 6.5 INSTALL AND PROVIDE 00. 81 08 SECTION SPECIFICATION TO CONFORM SHALL GLAZINGALL

ASSEMBLIES SUPPORTMETAL

00. 22 09 SECTION SPECIFICATION TO CONFORM SHALL FRAMING SUPPORT METALALL

BOARDGYPSUM

214. GATHI W ACCORDANCE IN 5 LEVEL TOS’ CEILING AND PARTITIONS, WALLS, BOARDGYPSUM

ALL FINISH 216. GA AND 214 GA 840, C ASTM WITH ACCORDANCE IN BOARD GYPSUM FINISH AND TAPE.W" "TYPE

OR,S" " TYPE,G" " TYPE 1002, C ASTM TO CONFORM SHALL SCREWS 1047. C ASTM TOONFORMC SHALLACCESSORIES

ALL 216. GA OR 840 C ASTM WITH ACCORDANCE IN MEMBERS FURRING AND FRAMING TO BOARD GYPSUM APPLYONLY.

MATERIALS FREE ASBESTOS FROM MANUFACTURED MATERIALS TREATING JOINT AND UNITS, BACKINGCEMENTITIOUS

TYPES, BOARD BACKING GYPSUM TYPES,D BOAR GYPSUM INSTALL AND PROVIDE SHALL CONTRACTORTHE

CEILINGSACOUSTICAL

00. 51 09 SECTION SPECIFICATION WITHCONFORMANCE

IN DRAWINGS THE ON INDICATED WERE CEILINGS ACOUSTICAL INSTALL AND PROVIDE SHALL CONTRACTORTHE

BASE RESILIENT AND FLOORINGVCT

MANUFACTURER. THE BY RECOMMENDED AS BASE WALL FOR ADHESIVES PROVIDE COLOR. ANDHAPE,S HEIGHT, MATCHING IN CORNERS FORMED JOB FURNISH BASE. WALL THICK INCH 1/8 MINIMUM AND HIGH 4-INCHPROVIDE

(COVED). B STYLE RUBBER) THERMOSET (VULCANIZED TS TYPE 1861, F ASTM TO CONFORM SHALL BASEWALL

PEWTER. 51908 ARMSTRONG BE SHALL VCT FACILITY. THE OF AREAS OFFICE DESIGNATED IN ONLY- VCTINSTALL

COATINGS ANDPAINTS

APPLICATION. TO PRIOR OFFICERRACTINGT CON THE BY APPROVED BE SHALL COLORS ALL GRAY.BATTLESHIP

WILLIAMS SHERWIN PAINT EPOXY- FLOORING CONCRETE LETTERS; WHITE WITH RED- LANES FIRE YELLOW; SAFETY-

STRIPPING FLOOR BAY STOPS, DOOR EXTERIOR GUARDS), (PIPE BOLLARDS 5000; A&L SW WILLIAMS SHERWIN- SIDING

METAL AND WALLS EXTERIOR JAVA; SW6090 WILLIAMS SHERWIN- TRIM METAL AND HANDRAILS, / STAIRSDOORS, ROLL-UP EXTERIOR FRAMES, DOOR DOORS, WHITE; DOVER SW6385 WILLIAMS SHERWIN- DOORS ROLL-UPINTERIOR

FINISHES, / WALLS INTERIOR PROJECT: THIS ON USED BE SHALL SELECTIONS PAINT SPECIFIC FOLLOWINGTHE

00. 90 09 SECTION SPECIFICATION TO CONFORM SHALL APPLICATIONS AND MATERIALS COATING AND PAINTINGALL

COATINGS RESINEPOXY

ACCESSORIESTOILET

13. 28 10 SECTION SPECIFICATION TO CONFORM SHALL ACCESSORIES TOILETALL

PROTECTIONFIRE

DUCTWORKHVAC

00. 00 23SECTION

SPECIFICATION TO CONFORM SHALL SYSTEMS EXHAUST AND VENTILATION, DISTRIBUTION, SUPPLY, AIR NEWALL

SYSTEMS HVAC OF BALANCING AND ADJUSTING,TESTING,

ASSOCIATION). NATIONALS’ CONTRACTOR CONDITIONING AIR ANDMETAL

(SHEET SMACNA TO ACCORDANCE IN SYSTEMS HVAC NEW ALL BALANCE AND, ADJUST TEST, SHALL CONTRACTORTHE

PIPINGREFRIGERATION

INSULATION SYSTEMSMECHANICAL

00. 07 23 SECTION SPECIFICATIONO T CONFORM SHALL INSULATION SYSTEM MECHANICAL NEWALL

PIPINGGAS

FAR REQUIREMENTS AND PERFORM ALL NECESSARY TEST AS REQUIRED BY THIS CONTRACT.

CONSTRUCTION WORK ON A FEDERAL INSTALLATION, BE PROPERLY BONDED AND INSURED IN ACCORDANCE WITH

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LICENSES AND PERMITS TO PERFORM

RECOMMENDATIONS, AND ALL CONTRACT SPECIFICATIONS, SPECIAL PROVISIONS, TERMS, AND CONDITIONS. THE

STATE, AND FEDERAL LAWS AND REGULATIONS, INDUSTRY STANDARDS, MANUFACTURER’S SPECIFICATIONS AND

TRANSPORTATION NECESSARY TO COMPLETE THIS SCOPE OF WORK. ALL WORK SHALL COMPLY WITH ALL LOCAL, THE CONTRACTOR SHALL PROVIDE ALL PLANT, SUPERVISION, LABOR, MATERIALS, EQUIPMENT, SUPPLIES, AND

STATED IN THE MANUFACTURERS PRINTED LITERATURE.

MANUFACTURERS RECOMMENDATIONS AND ADHERE TO ALL LIMITATIONS AND CAUTIONS FOR THE EPOXY RESIN AS

BE MIXED INTO THE COATING AND SHALL NOT SETTLE DURING APPLICATION. APPLY COATINGS PER THE

SLIP-RESISTANCE SHALL BE SUPPLIED BY THE MANUFACTURER OF THE SPECIFIC PRODUCT AND SHALL BE ABLE TO

ACCELERATORS; THE RATIO OF COMPONENT "A"; COMPONENT "B" SHALL BE 1 : 1 BY VOLUME; GRANULES FOR

THE EPICHLOROHYDRIN BISPHENOL "A" TYPE CONTAING SUITABLE VISCOSITY CONTROL AGENTS, PIGMENTS, AND

COMPONENT "B" SHALL BE PRIMARILY A REACTION PRODUCT OF A SELECTED AMINE BLEND WITH AN EPOXY RESIN OF

"A" CONTAINING SUITABLE VISCOSITY CONTROL AGENTS. IT SHALL NOT CONTAIN BUTYL GLYCIDYL ETHER.;

SHALL CONSISTS OF THE FOLLOWING: COMPONENT "A" SHALL BE A EPOXY RESIN OF DIGLYCIDILETHER OF BISPHENOL

REGULATIONS OF LOCAL, STATE AND FEDERAL AUTHORITIES HAVING JURISDICTION. EPOXY RESIN COATING MATERIAL

WEATHER CONDITIONS REQUIRED BY THE MANUFACTURER OR AS MODIFIED BY APPLICABLE RULES AND

SUCCESSFUL TRACK RECORD OF 5 YEARS OR MORE. INSTALL MATERIALS IN ACCORDANCE WITH ALL SAFETY AND

DRAWINGS. THE CONTRACTOR SHALL BE QUALIFIED IN THE FIELD OF CONCRETE REPAIR AND PROTECTION WITH A

THE CONTRACTOR SHALL FURNISH AND APPLY EPOXY RESIN COATINGS AT THE LOCATIONS INDICATED ON THE

SECTION 07 60 00.

ALL MANUFACTURED COPINGS AND PREFINISHED METAL FLASHING SHALL CONFORM TO SPECIFICATION

CONFORM TO SPECIFICATION SECTION 08 51 13.00 20.

THE CONTRACTOR SHALL FURNISH AND INSTALL ALUMINUM WINDOW SYSTEMS WHERE REQUIRED. ALL WORK SHALL

)(AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS, ASHRAE 15 AND 17.

(AIR-CONDITIONING AND REFRIGERATION INSTITUTE) REQUIREMENTS AND IN ACCORDANCE TO ASHRAE

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW REFRIGERATION PIPING IN ACCORDANCE TO ARI

SURFACES SHALL MATCH THE EXISTING SURFACE DEPTH REQUIREMENTS.

CONCRETE PAVEMENT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. ALL REPLACEMENT

MATERIALS. BITUMINOUS HOT MIX MATERIALS SHALL MEET TxDoT REQUIREMENTS FOR TYPE "D" MATERIAL.

ALL STATE AND FEDERAL SAFETY REQUIREMENTS. ALL FINISH SURFACES SHALL MATCH THE EXISTING SURFACE

PIPE/CONDUIT, AT A DEPTH OF 12 INCHES BELOW FINISHED GRADE. ALL TRENCHING OPERATIONS SHALL CONFORM TO

INCHES FROM FINISHED GRADE. WARNING TAPE AND TRACER WIRES SHALL BE INSTALLED DIRECTLY ABOVE THE

REQUIRED. DIRECT BURIAL ELECTRICAL CABLE AND CONDUIT OR DUCT LINE SHALL HAVE A MINIMUM COVER OF 24

GRADES, WITH ALLOWANCE MADE FOR THE THICKNESS OF BASE MATERIAL, PAVEMENT, CURBS, OR TOPSOIL AS

FOR PIPES OF LESS THAN 24 INCHES INSIDE DIAMETER. TRENCHES SHALL BE BACKFILLED TO MATCH ADJACENT

INSTALLED. TRENCH WIDTH BELOW THE TOP OF PIPE SHALL NOT EXCEED 24 INCHES PLUS OUTSIDE DIAMETER (O.D.)

THE TRENCH SHALL BE EXCAVATED AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE/CONDUIT TO BE

WITH NFPA 54.

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW GAS PIPING IN ACCORDANCE

FIRESTOPPING

MANUFACTURER.

B. CERTIFIED, LICENSED, OR OTHERWISE QUALIFIED BY THE FIRESTOPPING

A. FM RESEARCH APPROVED IN ACCORDANCE WITH FM AS 4991, OR

EXPERIENCED INSTALLER WHO IS:

CONSTRUCTION JOINTS AND GAPS. THE CONTRACTOR SHALL ENGAGE AN

AND CEILING-FLOOR ASSEMBLIES, INCLUDING THROUGH-PENETRATIONS AND

MAINTAIN THE INTEGRITY OF FIRE RESISTANCE RATED WALLS, PARTITIONS, FLOORS

EFFECTIVE BARRIER AGAINST THE SPREAD OF FLAME, SMOKE AND GLASS, AND

FIRESTOP SYSTEMS, COMBINATION OF MATERIALS, OR DEVICES TO FORM AN

FIRESTOPPING SHALL CONSIST OF FURNISHING AND INSTALLING TESTED AND LISTED

G-003

G E

N E

R A L R

E Q

E M

E N

T S

NFPA 13 AND 24.

THE CONTRACTOR SHALL INSTALL NEW FIRE PROTECTION SYSTEMS (WET PIPE) IN ACCORDANCE WITH UFC 3-600-01 AND

FORT HOOD TEXAS

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6-17-2011

C-101

NORTH

SCALE OF FEET

020 20 40

FINISHED GRADE

CONCRETE

RESERVED

PARKING

24" x 18"

FINISHED GRADE

595A, NUMBER 20095

COLOR STANDARD

HOLES

3/8" DIA.

TO POST

SECURELY

MOUNT SIGN

GUTTER LINE

SLOPE TO MEET

JOINT SEALANT

3/8" x 3/4"

WELDED WIRE MESH

6" x 6" W2.9 x W2.9

CONCRETE WALK

4" THICK

FROM 0 TO 6" HIGH

CURB BEYOND VARIES

CONTROL DEVICES.

MANUAL ON UNIFORM TRAFFIC

DEPARTMENT OF TRANSPORTATION

ALL SIGNS SHALL CONFORM TO THE

NOTE:

BUTT JOINT

1’-0"

6’-0" 6’-0"

PLAN, SEE

FOR ENLARGED

OLEANDERS

REMOVE EXISTING SIGN POST

2 1/2" O.D. STEEL

C-101C-101

2 HANDICAPPED PARKING LAYOUT PLAN

SCALE: 1/8" = 1’-0"

1 BLDG. 37011 - SITE PLAN SCALE: 1" = 20’

C-101C-101

HANDICAPPED SIGN MOUNTING DETAIL4

NO SCALE

NO SCALEC-101 C-101

C-101 C-101

HANDICAPPED CURB-RAMP SECTION

0’ 5’12" 10’ 15’ 20’ 25’

SCALE: 1/8 INCH = 1 FOOT

1’ -0

3’ -0 " 1

9’-0"9’-0"

SPACE

HANDICAPPEDSPACE

EXISTING

SPACE

EXISTING

5’-0"

3’-0"

SEE

HANDICAPPED SIGN,

C-101C-101

SLOPE

STRIPES

WHITE

PAINTED

NEW 4" WIDE

C-101C-101

PAVEMENT

EXISTING BITUMINOUS

S L O P E

M A

SIDEWALK

NEW CONCRETE

RAMP

NEW CONCRETE

" WELDED WIRE MESH

6" x 6" W2.9 x W2.9

DENSITY (ASTM D 1557)

LEAST 90% OF MAXIMUM LABORATORY

6" RAW SUBGRADE COMPACTED TO AT

JOINT FILLER

EXPANSION

PREMOLDED

C-101C-101

5 NO SCALESIDEWALK DETAILS

SECTION

AS REQUIRED

CONTRACTION JOINT EXPANSION JOINT

DENSITY (ASTM D 1557)

AT LEAST 95% OF MAXIMUM LABORATORY

4" AGGREGATE-BASE COURSE COMPACTED TO

1/8"

1/2"

CURB TERMINAL DETAIL

(ELEVATION) NO SCALE

C-101C-101

TOP OF CURB

FACE OF CURB

TOP OF TOE

CONTRACTION JOINT

LINE

GUTTER

CONTINUOUS

NO. 3 BARS

NO SCALE

C-101C-101

CONCRETE CURB AND GUTTER

PLACEMENT

REINFORCING STEEL

DETAIL 6 / C-101 FOR

REFER TO CURB AND GUTTER

3’-0"

CLEAR

1/2" R

SLOPE IS TOWARD CURB

FOR USE WHEN PAVEMENT

SLOPE IS AWAY FROM CURB

FOR USE WHEN PAVEMENT

TOE OF GUTTER

LEVEL

NO. 3 BARNO. 3 BAR

BARS

NO.3

2’-0"

1’-5"7"

2 1/2"

1/ 2" R

1 1/2" GUTTER

GUTTER LINE

6’ -0 " 6’-0"

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FACE OF BRICK

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GENERAL CONTRACTOR

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HR.

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H.M.

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H.B.

H.C.

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GAUGE

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WD.

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WITHOUT

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WITH

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VER

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DIAMETER

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DRINKING FOUNTAIN

EXISTING

ELEVATION

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EQUIPMENT

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FIRE DEPARTMENT CONNECTION

FLOOR DRAIN

ELECTRIC WATER COOLER

FINISH SYSTEM

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EXTERIOR INSULATION AND

ELECTRICAL

EMERGENCY

EXT.

F.D.C.

F.E.C.

F.E.

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EXP.

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E.W.

EQ.

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EQUAL

EL. ELEV.

ELEC.

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EA.

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DN.

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SOUTH

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R.O.

REQ’D.

RM.

RE:

R.D.

REFR.

REINF.

ROOM

REQUIRED

P.LAM.

Q.T.

R.A.F.

PR.

PLAS.

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PAIR

PLASTER

PLYWOOD

OPP.

P.L.

PCT.

OH.

O.D.

OPG.

OPPOSITE

PRE-CAST

OPENING

OVERHEAD

INSIDE DIAMETER

LABORATORY

MANUFACTURER

MECHANICAL

NOT IN CONTRACT

MASONRY OPENING

MISCELLANEOUS

NOT TO SCALE

Clarify with Contracting Officer all abbreviations not listed.

ABOVE FINISHED FLOOR

AGGREGATE

ALUMINUM

ALTERNATE

BUILDING

BETWEEN

BLOCKING

BOTH WAYS

CAULKING

CONTINUOUS

CONCRETE

CERAMIC TILE

CONSTRUCTION

CONNECTION

APPROXIMATE

CONCRETE MASONRY UNIT

CONTROL JOINT

BUILT UP ROOFING

ARCHITECTURAL

B.W.

CONC.

CONSTR.

DET./DTL.

C.T.

DEG.

CONT.

CONN.

DETAIL

DEGREE

CLKG.

CLR.

COL.

C.M.U.

C.J.

CLG.

COLUMN

CLEAR

CEILING

BOARDBD.

BM.

BTWN.

BOT.

B.U.R.

BLDG.

BLK

BLK’G.

BEAM

BOTTOM

BLOCK

APPROX.

ALT.

ARCH.

A.F.F.

AGGR.

AL.

N.T.S.

NOM.

N.I.C.

NO.

NUMBER

NOMINAL

NORTH

M.O.

MUL.

MTL.

MISC.

M.H.

MFR.

MEMB.

MIN.

METAL

MULLION

MANHOLE

MEMBRANE

MINIMUM

LT.

MECH.

MAX.

LAB.

LAM.

LAV.

LIGHT

MAXIMUM

LAVATORY

LAMINATE

JNT.

JST.

KIT.

INT.

JAN.

JOINT

JOIST

KITCHEN

INTERIOR

JANITOR

ANCHOR BOLT

ACOUSTICAL CEILING TILE

ABBREVIATIONS

A.B.

A.C.T.

INSUL.

I.D.

INSULATION

F.R.P. FIBERGLASS-REINFORCED PLASTIC

VERIFY IN FIELDV.I.F.

G.F.G.I. GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

NOTE:

COMPRESSED AIRC.A.

RISERR.

B.O.S. BOTTOM OF SOFFIT

BELOW FINISHED FLOORB.F.F.

SIM. OP. SIMILAR OPPOSITE HAND

HAND

FDN.

F.O.B.

A-001

A B

B R

E V

N S A

N D S

Y M

B O

L S

A V

M E

Y E

R S

M E

Y E

R S

WALL TYPE: SEE SHEETS A122 AND A521

DOOR ID

ROOM NUMBERSECTION:

DETAIL:

ARCHITECTURAL SYMBOLS

REVISION

SPOT ELEVATION

ELEVATION TAG

NORTH DESIGNATION

COLUMN GRID

CENTER LINE

GRAPHIC SCALE

X KEYED NOTE

SHEET TAKEN SHEET SHOWN

TITLE:

C-000 C-000

A-000 A-000

XXXX

A-000 A-000 SCALE: XXXXX

0’ 5’12" 10’ 15’ 20’ 25’

SCALE: 1/8 INCH = 1 FOOT

N O

R T

H P L A

OTHERWISE.

LOCATE HINGE SIDE OF ALL NEW DOORS 6� FROM ADJACENT PERPENDICULAR WALLS, UNLESS NOTED 11.

EXACT LOCATIONS AND DIMENSIONS.

AS A REFERENCE ONLY TO THE EXISTING BUILDING STRUCTURE AND SHALL REQUIRE FIELD VERIFICATION FOR

THE STRUCTURAL GRID LINES AND GRID LINE IDENTIFICATION MARKERS ARE NOTED ON THS SET OF DRAWINGS 10.

DIMENSIONS ARE TO FINISH FACE OF WALL UNLESS NOTED OTHERWISE.9.

THE CONSTRUCTION PROCESS.

PATCH AND REPAIR ANY MATERIALS / FINISHES / SYSTEMS TO LIKE NEW CONDITION OR ITEMS DAMAGED DURING 8.

DIRECTORATE OF PUBLIC WORKS.

HAZARDOUS MATERIALS AS PER THE RECOMMEDATIONS OF THE HAZARDOUS MATERIAL SURVEYS ON FILE WITH

IN ALL AREAS AFFECTED BY DEMOLITION WORK AND NEW WORK; REMOVE ALL ASBESTOS AND OTHER 7.

INSTALLATION DESIGN GUIDE (IDG). COORDINATE THESE FINISHES WITH THE C.O.

CONSISTENT WITH THOSE TYPICALLY USED ON FORT HOOD AS DEFINED BY THE MOST RECENT VERSION OF THE

MATERIALS AND COLORS THAT ARE NOT SPECIFICALLY INDENTIFIED BY THE A-E AND THAT SHALL BE

THE TERM �BUILDING STANDARDS� MAY BE USED WITHIN THE CONSTRUCTION DOCUMENT TO INDICATE FINISH 6.

DETERMINATION OF INCLUSION OF THE WORK.

DOCUMENTS. IF ITEMS ARE NOT SHOWN OR FULLY COORDINATED THEREIN, NOTIFY C.O. IMMEDIATELY FOR

COORDINATE ALL ARCHITECTURAL AND ENGINEERING REQUIREMENTS IDENTIFIED WITHIN THE CONSTRUCTION 5.

ITEMS NOT SPECIFICALLY NOTED BUT REQUIRED FOR THE PROPER EXECUTION OF THE WORK.

PROVIDE COMPLETE AND OPERATIONAL BUILDING SYSTEMS / COMPONENTS AND PROVIDE ALL MISCELLANEOUS 4.

CONSTRUCTION STANDARDS.

VERIFY, COORDINATE AND COMPLY WITH ALL CURRENT APPLICABLE BUILDING CODES AND BUILDING 3.

FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE COMMENCEMENT OF ANY WORK.2.

WITH ANY WORK.

REGARDING ANY QUESTIONS ABOUT THE EXISTING CONDITIONS AND / OR DESIGN INTENT BEFORE PROCEEDING

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE CONTRACTING OFFICER (C.O.)

AND CONFIRMING THAT THE WORK SHALL BE ACCOMPLISHED AS SHOWN, PRIOR TO PROCEEDING. THE

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING ITSELF WITH ALL FIELD CONDITIONS 1.

GENERAL PROJECT NOTES:

102.5’

A T

T S

ETE

S A

T H

O M

A S

AVID M

E Y

E R S

21649

R E

REDARCH

C T

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY THOMAS DAVID MEYERS,

R.A. 21649 ON 6/17/11

W1 WINDOW TYPE

-S

E P T -2

W -1

-C -0

FORT HOOD TEXAS

D ir e ct or ate ofPublic W ork s

E n gineering&Servi ce s

D iv is io n

DPW

D a te

R e v

C o n tr a c t N o

T a s k O rd e r

N o

C k d b y

R e v ie w e d b y

D e s ig n e d b y

D w n b y

S u b m it te d b y

D E S

N F

A N

D S

E R

E S

E N

E E

G P

L A

N S

E C

T O

R A T E O

F P

U B L

O R

K S

BUILDING NO.

PROJECT NO.

DMI NO.

SHEET

REFERENCE

NUMBER:

Sheet of

C o n tr N o

1 2 3 4 5

A p p r.

D a te

D e s c ri p ti o n

M a rk

C O

N S

U L T

E E

R S

T O

T E

X A

S O

T E

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A T

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F O

R T H

O O

D T E

X A S

R E P

FEB

FEC

TD=64’

TD=71’

CP=39’

FEC

D E

CP=25’

OFFICE

OPEN OFFICE/CONFERENCE ROOM

CORRIDOR

LATRINE

MEN’S

LATRINE

WOMEN’S

OPEN OFFICE/CONFERENCE ROOM

MECHANICAL ROOM

JAN.

STOR.

C O

R R

O R

LATRINE

108110

CORRIDOR

CLOSET

OFFICE

CLO

CORRIDOR

OFFICE

STOR.

COMM

OFFICE

RAMP

ENTRY

VESTIBULE

E S

A F E T

Y P

A-002

J S

N Y

D E

R H

U S T

O N

M E

Y E

R S

M E

Y E

R S

A N

D C

O D

E A

N A L Y S

N O

R T

H P L A

NLIFE SAFETY PLAN1

A-002 A-002 SCALE: 1/8"=1’-0"

0’ 5’12" 10’ 15’ 20’ 25’

SCALE: 1/8 INCH = 1 FOOT

AND SECTION 506.

WITH IBC 2009, TABLE 503

ACCORDANCE ALLOWABLE HEIGHTS AND AREAS ARE IN

HEIGHT = 55 FEET / 3-STORIES

OCCUPANTS = 62 (TOTAL)

AREA = 6,119 GSF (TOTAL WITH 1/2 PORCH)OCCUPANT LOAD:

PER IBC 506.2.

AREA = 6,119 SF (40,250 SF ALLOWABLE)

:GROUP B OCCUPANCYBUILDING SIZE:

ORDINARY (MODERATE) HAZARD

FACILITY CONTENTS ARE CLASSIFIED AS

AND IN ACCORDANCE WITH NFPA 101, CHAPTER 39

WITH INCIDENTAL USES PER IBC SECTION 304.1,

THE FACILITY IS CLASSIFIED AS B OCCUPANCYCLASSIFICATIONS:

SEPARATION OVER 30 FEET.

WALLS NOT REQUIRED, DUE TO BUILDING

FIRE-RESISTANCE RATING OF EXTERIOR

NOT FIRE-RESISTANCE RATED.

NON-COMBUSTIBLE,

TYPE II-B CONSTRUCTION:

NFPA 101, 2009 (LIFE SAFETY CODE)

INTERNATIONAL BUILDING CODE (2009)

FIRE PROTECTION FOR FACILITIES

UFC 3-600-01, WITH CHANGE 1, 14 JULY 2009

GENERAL BUILDING REQUIREMENTS

UFC 1-200-01, 16 AUG., 2010REFERENCE:

CODE SUMMARY

MAXIMUM DEAD END CORRIDOR (DE) = 50’3

MAXIMUM TOTAL TRAVEL DISTANCE (TD) = 200’ 2

(LESS THAN 50 OCCUPANTS)

MAXIMUM COMMON PATH OF TRAVEL (CP) 75’1

#KEYED NOTES:KEYED NOTES:

TRAVEL PATH

EXTINGUISHER

WITH 10# ABC DRY-CHEMICAL

SURFACE-MOUNTED BRACKET TYPE

CHEMICAL EXTINGUISHER

CABINET WITH 10# ABC DRY-

SEMI-RECESSED STEEL NON-LOCKING

FEC

FEB

LEGEND:

A T

T S

ETE

S A

T H

O M

A S

AVID M

E Y

E R S

21649

R E

REDARCH

C T

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY THOMAS DAVID MEYERS,

R.A. 21649 ON 6/17/11

FORT HOOD TEXAS

D ir e ct or ate ofPublic W ork s

E n gineering&Servi ce s

D iv is io n

DPW

D a te

R e v

C o n tr a c t N o

T a s k O rd e r

N o

C k d b y

R e v ie w e d b y

D e s ig n e d b y

D w n b y

S u b m it te d b y

D E S

N F

A N

D S

E R

E S

E N

E E

G P

L A

N S

E C

T O

R A T E O

F P

U B L

O R

K S

BUILDING NO.

PROJECT NO.

DMI NO.

SHEET

REFERENCE

NUMBER:

Sheet of

C o n tr N o

1 2 3 4 5

A p p r.

D a te

D e s c ri p ti o n

M a rk

C O

N S

U L T

E E

R S

T O

T E

X A

S O

T E

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F O

R T H

O O

D T E

X A S

R E P

N H

Q -S

E P T -2

W -1

-C -0

M O

P L A

AD-101

A V

M E

Y E

R S

D E

V A

N S

N O

R T

H P L A

NDEMOLITION PLAN1

AD-101AD-101 SCALE: 1/8"=1’-0"

0’ 5’12" 10’ 15’ 20’ 25’

SCALE: 1/8 INCH = 1 FOOT

KEYED NOTES: GENERAL DEMOLITION NOTES:

LEGEND:

EXISTING CMU PERIMETER WALL

CMU INTERIOR WALL DEMOLITION

STUD AND GYPSUM WALLBOARD DEMOLITION

FOR LOCATION.

WINDOW REMOVAL. SEE ENLARGED PLANS

DOOR REMOVAL

J S

N Y

D E

1 REMOVE EXISTING INTERIOR WALL AND PATCH FLOOR WHERE REQUIRED.

REMOVE EXISTING STEEL WINDOW WALL WITH PORCELAIN ENAMEL PANELS.

REMOVE EXISTING WINDOW.

TO BE TOOTHED IN TO PROVIDE A UNIFOM MASONRY OPENING.

SUPPORT LINTEL. REMOVE EXTERIOR BRICK AS REQUIRED TO ALL NEW BRICKS

WINDOW AND WINDOW FRAM.E PRIOR TO DEMOLITION INSTALL A TEMPORARY

SAWCUT AND REMOVE PORTION OF EXTERIOR MASONRY WALL FOR NEW

REQUIRED.

REMOVE EXISTING INTERIOR MASONRY WALL AND PATCH FLOOR WHERE

IN PLACE.

REMOVE EXISTING DOOR AND DOOR HARDWARE. DOOR FRAME TO REMAIN

7 REMOVE EXISTING DOOR, DOOR HARDWARE, AND DOOR FRAME.

STEEL WINDOW WALL.

REMOVE EXISTING DOOR, DOOR HARDWARE AND DOOR FRAME LOCATED IN

9 REMOVE EXISTING DOOR, DOOR HARDWARE, DOOR FRAME, AND LOUVER.

ASSOCIATED APPURTENANCES FROM BOTH THE MALE AND FEMALE LATRINE.

COMPLETELY REMOVE ALL LATRINE FIXTURES, PARTITIONS AND ALL

REQUIRED.

REMOVE EXISTING STAGE IN ITS ENTIRETY AND PATCH FLOOR WHERE

12 REMOVE EXISTING CREDENZA AND PATCH FLOOR WHERE REQUIRED.

CONCRETE FOUNDATION WHERE REQUIRED.

REMOVE EXISTING CONCRETE STAIR. REPAIR DAMAGE TO EXISTING

14 SAWCUT AND REMOVE CONCRETE SIDEWALK APRON.

15 EXISTING FLAGPOLE AND BASE.

COMPLETE SET WILL BE AVAILABLE THROUGH THE C.O.

REFER TO EXISTING AS-BUILT DRAWINGS FOR ADDITIONAL INFORMATION. A 16.

OR UNKNOWN CONDITIONS ARE ENCOUNTERED.

VERIFICATION. CONTACT THE CONTRACTING OFFICER (C.O.) IF ANY DEVIATIONS

CONDITIONS SHOWN ARE BASED ON EXISTING DRAWINGS AND MINIMAL FIELD 15.

DEBRIS, MATERIALS AND/OR EQUIPMENT.

THIS INCLUDES DAMAGE TO ADJACENT SURFACES CAUSED BY TRANSPORTING

MATERIALS AND STRUCTURES DAMAGED DURING THE PROGRESS OF THIS WORK.

CONTRACTOR SHALL BE HELD RESPONSIBLE TO PROMPTLY REPAIR ANY ITEMS, 14.

VICINITY ARE KNOWN AND IDENTIFIED AS "IN SERVICE" OR "DISCONNECTED."

THAT THE LOCATIONS OF ALL OVERHEAD AND UNDERGROUND UTILITIES IN THE

TO DISCONNECT ALL UTILITIES IN THE AREA OF DEMOLITION WORK. BE SURE

BEFORE STARTING WORK, ARRANGE WITH THE DIRECTORATE OF PUBLIC WORKS 13.

OPERATIONS," NFPA 214-2009.

RECOMMENDATIONS IN "BUILDING CONSTRUCTION AND DEMOLITION

WORK SHALL COMPLY WITH OSHA REQUIREMENTS AND LOCAL CODES. OBSERVE 12.

ARCHITECTURAL PLANS, ELEVATIONS AND SCHEDULES.

COORDINATE LOCATIONS AND DIMENSIONS FOR NEW OPENINGS WITH 11.

WORKS.

OF THE HAZARDOUS MATERIAL SURVEYS ON FILE WITH DIRECTORATE OF PUBLIC

ASBESTOS AND OTHER HAZARDOUS MATERIALS AS PER THE RECOMMEDATIONS

IN ALL AREAS AFFECTED BY DEMOLITION WORK AND NEW WORK; REMOVE ALL 10.

COORDINATE WITH ELECTRICAL AND MECHANICAL DEMOLITION WORK.9.

THE COMMUNICATION ROOM.

DEMOLITION AND CONSTRUCTION UNTIL IT IS EXTENDED AND TERMINATED IN

EQUIPMENT THAT REMAIN SHALL BE PROTECTED FROM DAMAGE DURING

PANELS SHALL BE REMOVED PER THAT DISCIPLINE’S DRAWINGS. ANY

ALL COMM/DATA AND TELEPHONE DEVICES, BOXES, CABLES, CONDUITS AND 8.

MATERIALS.

THE REMOVAL OF ANY EXISTING MATERIALS OR CONSTRUCTION OF NEW

VERIFY EXISTING CONDITIONS INHERENT WITHIN THE SCOPE OF WORK, PRIOR TO 7.

ACCORDANCE WITH THE ELECTRICAL DEMO DRAWINGS.

CIRCUITS CONDUCTORS AND CONDUITS BACK TO PANEL BOARDS, IN

OUTLETS, SWITCHES, LIGHT FIXTURES, PANEL BOARDS, ETC.) WITH BRANCH

REMOVE ALL ELECTRICAL DEVICES (POWER RECEPTACLES, EQUIPMENT 6.

CONDITIONS AND NOTIFY C.

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