A1.2_Drawings_Part1.pdf

CONTR. NO.

C O

N T

R

N O

US ARMY CORPS

OF ENGINEERS

Ft. Worth District

PN: 072843

their employment as required by ER 1110-1-8152 appear on these project documents within the scope of signatures and registration designations of individuals of the U.S. Army Corps of Engineers. The initials or

This project was designed by the Fort Worth District

FORT HOOD, TEXAS

F O

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O O

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A S

F O

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O O

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A S

69TH AIR DEFENSE ARTILLERY DIVISION

SUPPLY SUPPORT ACTIVITY WAREHOUSE

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SOLICITATION NO. W9126G19B0029S

O

L . N

O . W

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B

S O

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N O W

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DATED: AUGUST 2019

NUMBER

IDENTIFICATION

SHEET

TITLE/DESCRIPTION

INDEX OF DRAWINGS

NUMBER

IDENTIFICATION

SHEET

G-002

P

C

IS

N E

R O

S

C A

M A

C H

O

P

C

IS

N E

R O

S

C A

M A

C H

O

G

W O

O D

A R

D

P .E

TITLE/DESCRIPTION

NUMBER

IDENTIFICATION

SHEET

TITLE/DESCRIPTION

IN

D

E X O

F D

R A

W

IN

G S

IN812

IN811

IN810

IN801

IN601

IF112

IF111

IF110

IF101

FA602

FA601

FA103

FA102

FA101

FA001

ARCHITECTURAL

LANDSCAPE

ELECTRICAL

GEOTECH

MECHANICAL

CIVIL

L-501

LP102

LP101

PLANTING SCHEDULE AND DETAILS

LANDSCAPE PLAN II

LANDSCAPE PLAN I

INTERIORS

FIRE ALARM

FIRE PROTECTION

FX501

FX101

FIRE PROTECTION DETAILS

FIRE PROTECTION FLOOR PLAN

PLUMBING

PLUMBING (CONTINUED)

PARTIAL SIGNAGE PLAN AREA C

PARTIAL SIGNAGE PLAN AREA B

PARTIAL SIGNAGE PLAN AREA A

SIGNAGE SCHEDULE & DETAILS

INTERIOR FINISH SCHEDULE

PARTIAL FURNITURE PLAN AREA C

PARTIAL FURNITURE PLAN AREA B

PARTIAL FURNITURE PLAN AREA A

OVERALL FURNITURE PLAN

FIRE ALARM & MASS NOTIFICATION RISER DIAGRAM

FIRE ALARM & MASS NOTIFICATION MATRIX

FIRE ALARM & MASS NOTIFICATION PLAN - AREA C

FIRE ALARM & MASS NOTIFICATION PLAN - AREA B

FIRE ALARM & MASS NOTIFICATION PLAN - AREA A

FIRE ALARM & MASS NOTIFICATION LEGEND

MI-609

MI-608

MI-607

MI-606

MI-605

MI-604

MI-603

MI-602

MI-601

MI-600

MI-001

M-900

M-601

M-600

M-504

M-503

M-502

M-501

M-500

M-103

M-102

M-101

M-100

M-001

CONSTRUCTION LIMITS, LAYDOWN AREA, & CONTROL POINTS

HAUL ROUTE AND PROJECT LOCATION MAP I

CANTONMENT AREA MAP

INDEX OF DRAWINGS II

INDEX OF DRAWINGS I

COVER SHEET

G-102

G-101

G-100

G-003

G-002

G-001

S-610

S-512

S-511

S-510

S-401

S-321

S-311

S-310

S-113

S-112

S-111

S-110

DESIGN WIND PRESSURES AND PEMB FRAME LOAD SCHEDULE

TYPICAL CONCRETE DETAILS

TYPICAL CONCRETE DETAILS

TYPICAL CONCRETE DETAILS

COVERED STORAGE PLAN AND SECTIONS

MISC. PEMB COORDINATION SECTIONS

FOUNDATION SECTIONS

FOUNDATION SECTIONS

PARTIAL FOUNDATION PLAN

PARTIAL FOUNDATION PLAN

PARTIAL FOUNDATION PLAN

OVERALL FOUNDATION PLAN

BORING LOCATIONS

BORING LOGS III

BORING LOGS II

BORING LOGS I

B-104

B-103

B-102

B-101

C-520B

C-520A

C-520

C-519

C-518

C-517

C-516

C-515

C-514

C-513

C-512

C-511

C-510

C-509

C-508

C-507

C-506

C-505

C-504

C-503

C-502

C-501

CU304

CU303

CU302

CU301

CU201

CU105

CU104

CU103

CU102

CU101

CU100

CP107

CP106

CP105

CP104

CP103

CP102

CP101

CG105

CG104

CG103

CG102

CG101

CG100

CS104

CS103

CS102

CS101

CS100

CD101

CE102

CE101

C-102

C-101

C-100

C-520C

C-521

C-521B

C-523

C-522

OVERFLOW AREA INLET

NATURAL GAS DETAILS

DUMPSTER DETAILS

SIGNAGE AND STRIPING DETAIL

FENCE DETAILS II

FENCE DETAILS I

GATE DETAILS II

GATE DETAILS I

SCOUR PROTECTION MAT AND POND DETAILS

AMERICAN WATER WATER DETAILS VI

AMERICAN WATER WATER DETAILS V

AMERICAN WATER WATER DETAILS IV

AMERICAN WATER WATER DETAILS III

AMERICAN WATER WATER DETAILS II

AMERICAN WATER WATER DETAILS I

AMERICAN WATER SANITARY SEWER DETAILS III

AMERICAN WATER SANITARY SEWER DETAILS II

AMERICAN WATER SANITARY SEWER DETAILS I

AMERICAN WATER TRENCH DETAILS

AMERICAN WATER GENERAL NOTES

STORM DRAIN DETAILS III

STORM DRAIN DETAILS II

STORM DRAIN DETAILS I

HANDICAP DETAILS

PAVING DETAILS III

PAVING DETAILS II

PAVING DETAILS

STORM DRAIN PROFILE LINE E, F, & G

STORM DRAIN PROFILE LINE C & D

STORM DRAIN PROFILE LINE B

STORM DRAIN PROFILE LINE A

SANITARY SEWER PROFILE

UTILITY PLAN V

UTILITY PLAN IV

UTILITY PLAN III

UTILITY PLAN II

UTILITY PLAN I

OVERALL UTILITY PLAN

FIRE ACCESS PAVEMENT MARKINGS

JOINT ELEVATION PLAN IV

JOINT ELEVATION PLAN III

JOINT ELEVATION PLAN II

JOINT ELEVATION PLAN I

JOINT PLAN

PAVING PLAN

SPOT SHOT ELEVATION TABLE

GRADING PLAN IV

GRADING PLAN III

GRADING PLAN II

GRADING PLAN I

OVERALL GRADING PLAN

SITE PLAN IV

SITE PLAN III

SITE PLAN II

SITE PLAN I

OVERALL SITE PLAN

DEMO PLAN

EXISTING SITE CONDITIONS II

EXISTING SITE CONDITIONS I

KEY PLAN

GENERAL LEGEND

GENERAL NOTES

STRUCTURAL

S-002

S-001

GENERAL NOTES

GENERAL NOTES

PLUMBING PLAN AREA A - BELOW SLAB

OVERALL PLUMBING FLOOR PLAN - BELOW SLAB

PLUMBING LEGEND

P-101

P-100

P-001

AE700

AE612

AE611

AE610

AE600

AE571

AE570

AE530

AE511

AE510

AE502

AE501

AE500

AE432

AE431

AE430

AE420

AE412

AE411

AE410

AE310

AE210

AE133

AE132

AE131

AE130

AE123

AE122

AE121

AE120

AE114

AE113

AE112

AE111

AE110

AE100

AE001

AIR BARRIER PLAN

LOUVER/TRANSLUCENT WALLS PANEL ELEVATIONS & DETAILS

WINDOW ELEVATIONS & DETAILS

DOOR ELEVATIONS & DETAILS

SCHEDULES

ROOF DETAILS

ROOF DETAILS

SECTION DETAILS

PLAN DETAILS

PLAN DETAILS

PARTITION & CEILING DETAILS

PARTITION DETAILS

PARTITION TYPES

WALL SECTIONS

WALL SECTIONS

WALL SECTIONS

ENLARGED ELEVATIONS

ENLARGED LADDER PLANS AND SECTIONS

ENLARGED RESTROOM PLANS AND ELEVATIONS

ENLARGED RESTROOM PLANS

BUILDING SECTIONS

BUILDING ELEVATIONS

PARTIAL REFLECTED CEILING PLAN AREA C

PARTIAL REFLECTED CEILING PLAN AREA B

PARTIAL REFLECTED CEILING PLAN AREA A

OVERALL REFLECTED CEILING PLAN

PARTIAL ROOF PLAN AREA C

PARTIAL ROOF PLAN AREA B

PARTIAL ROOF PLAN AREA A

ROOF PLAN

COVERED STORAGE 1

PARTIAL FLOOR PLAN AREA C

PARTIAL FLOOR PLAN AREA B

PARTIAL FLOOR PLAN AREA A

OVERALL FLOOR PLAN

OVERALL LIFE SAFETY PLAN

GENERAL NOTES & ABBREVIATIONS

P-902

P-901

P-900

P-501

P-500

P-401

P-400

P-107

P-106

P-105

P-104

P-103

P-102

PARTIAL ISOMETRIC ABOVE AND BELOW SLAB PLUMBING DETAILS

ISOMETRIC ABOVE SLAB PLUMBING DETAILS

BELOW SLAB PLUMBING ISOMETRIC DETAILS

PLUMBING DETAILS II

PLUMBING DETAILS I

PLUMBING PLAN ENLARGED DETAILS ABOVE SLAB

PLUMBING PLAN ENLARGED DETAILS BELOW SLAB

PLUMBING PLAN AREA C - ABOVE SLAB

PLUMBING PLAN AREA B - ABOVE SLAB

PLUMBING PLAN AREA A - ABOVE SLAB

OVERALL PLUMBING FLOOR PLAN - ABOVE SLAB

PLUMBING PLAN AREA C - BELOW SLAB

PLUMBING PLAN AREA B - BELOW SLAB

DEMAND RESPONSE HVAC CONTROLS

CONTROL LADDER DIAGRAM PAHU AND ERV

UTILITY SUB-METERS AND POINTS LIST

CRAC UNIT HVAC CONTROLS AND POINTS LIST

UNIT HEATER HVAC CONTROLS AND POINTS LIST

EXHAUST FAN HVAC CONTROLS AND POINTS LIST

ENERGY RECOVERY VENTILATOR POINTS LIST

HVAC CONTROLS ERV

HVAC CONTROLS POINTS LIST PAHU-1A, 1B, 1C

HVAC CONTROLS PAHU-1A, 1B, 1C

HVAC CONTROLS LEGEND

ISOMETRIC PARTIAL VIEWS AREAS A, B, & C

MECHANICAL & PLUMBING EQUIPMENT SCHEDULES II

MECHANICAL & PLUMBING EQUIPMENT SCHEDULES I

ATFP DETAILS II

ATFP DETAILS I

HVAC DETAILS III

HVAC DETAILS II

HVAC DETAILS I

MECHANICAL PLAN AREA C

MECHANICAL PLAN AREA B

MECHANICAL PLAN AREA A

OVERALL HVAC FLOOR PLAN

MECHANICAL HVAC LEGEND

EP705

EP704

EP703

EP702

EP701

EP604

EP603

EP602

EP601

EP107

EP106

EP105

EP104

EP103

EP102

EP101

EL602

EL601

EL502

EL501

EL104

EL103

EL102

EL101

EG601

EG502

EG501

EG102

EG101

E-002

E-001

ES503

ES502

ES501

ES102

ES101

ES001

PANEL SCHEDULES - PART V

PANEL SCHEDULES - PART IV

PANEL SCHEDULES - PART III

PANEL SCHEDULES - PART II

PANEL SCHEDULES - PART I

MECHANICAL EQUIPMENT CONNECTION SCHEDULE

POWER RISER DIAGRAM - AREA C

POWER RISER DIAGRAM - AREA A

POWER RISER DIAGRAM - AREA B

POWER EQUIPMENT PLAN - AREA C

POWER EQUIPMENT PLAN - AREA B

POWER EQUIPMENT PLAN - AREA A

POWER PLAN - COVERED HARDSTAND (TYPICAL OF THREE)

POWER PLAN - AREA C

POWER PLAN - AREA B

POWER PLAN - AREA A

LIGHTING CONTROL WIRING DIAGRAMS

LIGHTING FIXTURE SCHEDULE AND CONTROL MATRIX

LIGHTING DETAILS 2

LIGHTING DETAILS 1

LIGHTING PLAN - COVERED HARDSTAND

LIGHTING PLAN - AREA C

LIGHTING PLAN - AREA B

LIGHTING PLAN - AREA A

GROUNDING RISER DIAGRAM

LIGHTNING PROTECTION DETAILS 2

LIGHTNING PROTECTION DETAILS

LIGHTNING PROTECTION PLAN - COVERED STORAGE

LIGHTNING PROTECTION PLAN

INTERIOR ELECTRICAL LEGEND 2

INTERIOR ELECTRICAL LEGEND

EXTERIOR ELECTRICAL DETAIL 3

EXTERIOR ELECTRICAL DETAIL 2

EXTERIOR ELECTRICAL DETAIL 1

EXTERIOR TELECOMMUNICATION PLAN

EXTERIOR ELECTRICAL PLAN

EXTERIOR ELECTRICAL LEGEND

US Army Corps of Engineers

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$FILEL$

A

B

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1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

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G-003

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G S I I

NUMBER

IDENTIFICATION

SHEET

TITLE/DESCRIPTION

TELECOMMUNICATIONS

INDEX OF DRAWINGS

TELECOMMUNICATION RISER DIAGRAM 2

TELECOMMUNICATION RISER DIAGRAM 1

TELECOMMUNICATIONS DETAIL 4

TELECOMMUNICATIONS DETAIL 3

TELECOMMUNICATIONS DETAIL 2

TELECOMMUNICATIONS DETAIL 1

TELECOMMUNICATION PLAN - AREA C

TELECOMMUNICATION PLAN - AREA B

TELECOMMUNICATION PLAN - AREA A

TELECOMMUNICATIONS LEGEND

ET602

ET601

ET504

ET503

ET502

ET501

ET103

ET102

ET101

ET001

US Army Corps of Engineers

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D e s ig n e d b y

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V A

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A P .E

A U

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US HIGHWAY 190

L

A R

K E

R O

A D

CENTRAL DR

BATTALION AVE

N A

V A J O D

R

H O

D

A D

HWY 84

HWY 84

F .M

HWY 190

O L

D G

E O

R G

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O W

N R

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W E S

T R

A N

G E R

D

E A

S T R

A N

G E R

D

RES. BD.

RES. BD.

R E

S

B D

C L

A R

K E R

D

N

MURPHY

TURKEY RUN

C L E

A R C

R E

L E

A R C

R E

SANTA FE 7

T

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RAILHEAD

R

A T

T

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F T H

O O

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RANCIER

PARK

T

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WAREHOUSE

C L

A R

K E R

O A

D

T

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H

T

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TANK DESTROYER

NORTH AVE

U S HIGHWAY 190

U S HIGHWAY 190

BUSINESS ROUTE 190

H O

O D R

O A

D

MONTAGUE VILLAGE

N D S

T

VILLAGE II

COMANCHE

VILLAGE I

COMANCHE

COMANCHE

VILLAGE III

T

H S

T

LANDFILL

FT. HOOD

35 37

LOCATION

PROJECT

0 100 200

SCALE IN MILES

M E X I C O

LAREDO

CORPUS

CHRISTI

G U L F OF

M E X I C O

L O U I S I A N A

HOUSTON

AUSTIN

SAN ANTONIO

KILLEEN

FORT HOOD WACO

FORT WORTH

WICHITA FALLS

T E X A S

DALLAS

FORT

A R K A N S A S

SMITH

OKLAHOMA

CITY

TULSA

AMARILLO

ALBUQUERUE

SANTA FE

N E W

M E X I C O

EL PASO

O K L A H O M A

VICINITY MAP

N

HWY 36

HWY 190

N O

LA

N R

D

RES. BD.

R

E S . B

D

KILLEEN

CANTONMENT

AREA

WEST

FORT

HOOD

GATESVILLE

NORTH

FORT

HOOD

FORT HOOD

RESERVATION

BELTON

LAKE

FORT HOOD AREA MAP

SCALE IN MILES

5 10

COPPERAS

COVE

W E S T R

A N

G E

TANK DESTROYER

MAIN CANTONMENT AREA

PATTON

PARK

CHAFFEE VILLAGE

PARK

CENTRAL

BATTALION

SOUTH RANGE

PARK

CENTRAL

CENTRAL

NORTH NORTH

M

R

IN

WALKER VILLAGE

CENTRAL

TEXAS

COLLEGE

SUPPORT

62ND

WAINWRIGHT

HEIGHTS

BLDG 1001 - DIRECTORATE OF CONTRACTING

BLDG 36000 - DARNALL ARMY HOSPITAL

BUILDING LEGEND

SCALE IN MILES

LIBERTY VILLAGE

McNair

C L E

A R C

R E

E K R

O A

D

761ST TANK BATTALION

NOTES:

BLDG 4612 - PLANS & PROJECTS

FT. HOOD

COMPOST CENTER

VISITOR CENTER

CLARKE ROAD

ACCESS GATE

CLEAR CREEK ROAD

ACCESS GATE

MAIN GATE

POST RECYCLING CENTER

BUILDING 4621

COMPLIES WITH ALL STATE AND FEDERAL REGUALATIONS AND LAWS.

GOVERNMENT PROPERTY TO A LANDFILL THAT

DISPOSAL OF "INERT CONSTRUCTION AND DEMOLITION DEBRIS" OFF

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HAULING AND

CONSTRUCTION AND DEMOLITION DEBRIS".

SPECIFICATION SECTION 01 35 10.00 44 PARAGRAPH 1.15 "INERT

ACCEPTANCE FOR ALL MATERIALS REFERENCED IN THE

3. INERT MATERIAL MANAGEMENT UNIT (IMMU) IS CLOSED FOR

OF THE FORT HOOD LANDFILL. CEDAR TREES ARE NOT ACCEPTED.

SECTION 01 35 10.00 44, SPECIAL PROJECT PROCEDURES, FOR USE

WHICH IS NOT PERMITTED IN THE FORT HOOD LANDFILL. SEE SPECS

2. COMPOST CENTER ACCEPTS UNPAINTED, NON-TREATED LUMBER

TO ALL STATE AND LOCAL LAWS AND REGULATIONS.

OFF OF THE INSTALLATION AT DISPOSAL AREAS THAT COMPLY

1. THE CONTRACTOR SHALL DISPOSE OF EXCESS EARTHWORK

US Army Corps of Engineers

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Dickinson St

Fitzsimmons St

Hamilton St

King St

Blount St Butler St

Livingston St

Mifflin St Morris St

Pinkney St

Kelly Ct

56196

TO

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METERING

STATION

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WASH

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V

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FIXED BBQ OD

FIXED BBQ OD

FIXED BBQ OD

VEHC. WASH FAC.

VEHC WASH FAC36

VEHC WASH FAC

S H

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TO

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177 A

LIFT STATION

158A

1A

A16

A

A

184A

5A

187A

6A

A

178 A 18

A

A

154A

A

165A1

A

5A

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A

172A

A

A

A

0A

A

A

NO#

NO#

4211A

42924282

B

B

B

B

B

40014

40000

33020

A

CONC.

PAD FOR

COOLING

TOWER

5 2

294B

B

B

291B 298B

B

B

295B

No#

25059

Scales

26028

26012

25019

26002

26003

26004

Concrete Loading Ramp

30019

6899 6898

Demolition

Under

Under Construction

Under Construction

STABLES

36253620

36343554 3555 3556

3557 3558 3559

3560 3561 3562

3563 3564 3565

3566 3567 3568

35373535

343B 342B 341B 340B

344B 345B 346B 347B

294B 293B 292B 291B

295B 296B 297B 298B

36041

36039

36036

36038

36040

36037

42001

40055

50017

50018

50019 50020

17042

371370369

360361362

366 367 368365 364 363

25019

1946 19

48514

48571

48531

48601

48714

48610

48631

FOOT BRIDGE

FOOTBRIDGEO24-77

US Army Corps of Engineers

A P

P R

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$FILEL$

A

B

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1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

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P L

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C A

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F O

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A S

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S U

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A R

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S o li c it a ti o n N o

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N o

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C H

IE

F

C

IV

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S

E C

T

IO

N J

A M

E S W

M C

K E

N Z

IE

P .E

J

M C

K E

N Z

IE

P .E

T S

T O

C K

T O

N

T S

T O

C K

T O

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

NUMBER

SHEET

W

G -1

-B -0

A U

G U

S T

NORTH AVE

NORTH AVE

R

D S

T

T

H S

T

T

H S

T

T H S

T

PATTON

MARCI

NKI

EW

KZ

BACLE

SPUR

S T S

T

WHITSON

A N

D E R S O

N S

T

T

H S

T

FISHER

FISHER AVE.

31ST ST

T

H S

T

OLD PARK AVE

T

H

S

T

T

H S

T

N D S

T

N D S

T

NORTH AVE

S

T

S

T

T

H S

T

BOATRIGHT

FREIMAN ST

P

IE

R I S

P U

R

MC CULLY ST

MINUE RD MINUE RD

SADOWSKI RD

T

H S

T

N D S

T

M

IN

U E

AVE

WASKOW

T

H S

T

CENTRAL DR

T

H S

T

DILLINGHAM ST

CUTLER ST

NORTHUP

ST

CHURCHILL

RAILHEAD DRIVE

DRIV

E

T

H

S

T

TANK TRAIL

TANK TRAIL

C L

U B L

O O

P

NORTH AVE

S

T S

T

T

H S

T

S T

T

H S

T n d S

T

SANTA FE AVENUE

RAILHEAD DRIVE

N D S

T

ST

WALES

BATTALION AVE

TANK DESTROYER BLVD

TANK TRAIL

TANK TRAIL

NORTH AVE

T

H

T A

N K T

R A

IL

M U

R P

H Y L

O O

P

V E

N A

B L E D

R

761ST TANK BATTALION AVE

HELL ON WHEELS AVE

OLD IRONSIDES AVE

L W

D S

E

TRAINING RD 5

T

H S

T

JOHNSON DR

ALB

AN

ES

E

D R

CRAIG DR MCGILL DR

SANTIAGO-COLON DR

GRABIARZ DR

L A

U F F

E R L

N

P O

R T S

T

BIXBY STLARGE ST

37TH ST

S A F I R

D

STORCK R

D

T

H S

T

T

H S

T T

H

NORTH LINK DRIVE

E. R. SMITH DR

G R

A N

D S

T A F F D

R

MOLNAR DR

W A

S H

IN

G T

O N S

T

WICKAM COURT

E V

A N

S D

R

T H

O R

N E C

T

DIETZ CT

K O

U M

A L

N

GAMMON CT

C A

L L S

T

JOHNSON DR

KO

U

M

A LN

BURR S

T

HOLCOMB CT

BRILES CT

MCDONALD DR

WILLET DR

R O

B E

R T S R

D

TURNER CT

R O

A R

K D

R

M E T H

V

IN

L

O O P

PEREZ DRIVE

NORTH A

VE

NORTH AVE

Ea st R an ge R d

E a st R a n g e R d

South Range Rd

South Range Rd

South Range Rd

South Range Rd

South Range Rd

Tank Dest royer Blvd

T a n k D e s tr o y e r

B lv d

Tank Destroyer Blvd

Tank Destroyer Blvd

Tank Destroyer Blvd

Tank Destroyer Blvd

Tank Destroyer Blvd

Turkey Run Rd

Turkey Run Rd

US Bus Rte 190

US Bus Rte 190

US Bus Rte 190

B la c k G a p R d

B la c k G a p R d

N Nolan Rd

N Nolan Rd

T

H

M

ETH

VIN LP

E A S

T R

A N

G E R

D

WICHITA DR

n d S

T

Wainwright Dr

DUPAS ST

Wainwright Dr

R D S

T

T

H S

T

S A

D O

W S

K I R

D

SADOW

SKI RD

C A S A B

LA

N C

A R

D

R E

D B

U D D

R th S t

T H S

T

DARNALL LP

DARNALL LP

th S

T

S th S

T

S th S t th S t

BOYD ST

CUTLER ST

Hoo ve r H ill

Rd

Hoover Hill Rd

Hoover Hill Rd

SOUTH RANGE Rd

SO

UTH RANG

E Rd

NORTH NOLAN Rd

C L E

A R C

R E

E K R d

MOTOR POOL Rd

C L E

A R C

R E

E K R d

C L E

A R C

R E

E K R d

H O d

MURPHY Rd

MURPHY Rd

MURPHY Rd

C L E

A R C

R E

E K R d

H O

O D R d

C O

L E

M A

N R d

VENABLE Rd

C L E

A R C

R E

E K R d

SOUTH RANGE Rd

H O

O D R d

H O

O D R d

M O

T O

R P

O O

L R d

W E

S T R

A N

G E R d

C L E

A R C

R E

E K R d

P A

T R

O L R d

MURPHY Rd

S M

IT

H R d

M O

T O

R P

O O

L R d

T

H S t

St

CR

CR

BARNES CR

Central Ave

YAND CT

YOUND CT

CARTER ST

LARGE ST

LOCKRIDGE LOOP

WASHINGTON ST

R E

D B

U D D

R

TIGUAS ST

C O

M A

N C

H E A

V E

T

H S

T

N D S

T

WAREHOUSE AVENUE

DR

CADDO

DAKOTA DR

TRAINING RD

T

H S

T

MARICOPA

CT

WACO

T

H S

T

T

H S

T

T

H S

T

N D

S

T

R D

S

T

T

H S

T

T

H S

T

N D S

T

SP

UR

C A

S A R

D

SADOWSKI RD

SPUR

SPUR

RUFFER

24TH ST

24TH ST

MARSHALL ST

24TH ST

N D S

T

TERMINAL AVE

T

H S

T

W R

A T

T E

N D

R

T

H S

T

SPUR

HILTON

SM

ITH RD

SPUR

37T H S

T

T

H

S

T

ROSE ST

AVE

TODD S

T

BAILEY ST

SUPPORT AVE

SUPPORT AVE

N D S

T

N D S

T

BATTALION AVE

T

H

S

T

T

H S

T

R D

S

T 2 S

T S

T

T

H S

T

CENTRAL DR

OLD BATTALION AVE

R D S

T

T

H S

T

BATTALION AVE

T

H S

T

T

H S

T

T

H

S

T

N D S

T

T

H

S

T

S

T

S

T

NORTH AVE

T

H S

T

T

H S

T

T

H S

T

NORTH AVE

R

D S

T

T E

D F

O R

D

R

D

T

H S

T

D U

F F

Y S

P U

R

N E

W T

O N S

P U

R

MC CULLY ST

STORCK

RD

GROFF RD

G R

O F F R

D

BATTALION AVE

NORTH AVE

NORTH AVE

NORTH AVE

NORTH AVE

T

H S

T

CENTRAL DR

T

H S

T

P A

T T

O N D

R

P A

T T

O N D

R

T

H S

T

C A S

A R

D

R D

BATTALION AVE

CENTRAL

DR

DR

DR

GRAVE

WARRIOR WAY

SCOTT AVE

KRAUSE AVE

BATTALION AVE

NORTH AVE

CARROLL

CARROLL DR

M A

R

M A

R

OSWALT

NORTH AVE

MURPHY L

OOP

M U

R P

H Y L

O O

P

MURPHY LOOP

SANTA FE

AVE

N D S

T

KILDEA ST

MOORE ST

ROWE

ST

YEAKEL ST

DILLINGHAM ST

WALES ST

ZIMMERMAN

SPUR

MADRUGA RD

YEAKEL ST

HAMNER

SPUR

LOCKRIDGE LOOP

HUGHES ST

WAINSCOTT AVE

S P

U R

P

IC

K E

R

IN

G

HAWSEY

MACMICHAELS

DULAC

LOOP

W R

A T T E

N D

R

IV

E

TODD ST

ROSE ST

VENABLE

V E

N A

B L E D

R

WACO

CT

W A R

R

IO

R W

A Y

W A

R R

IO

R W

A Y

S M

IT

H

D R

D R

WASKOW

AVE

BATTALION AVE

31ST ST

ANDERSON ST

M

IN

UE

RD

S

T

S

T

CARROLL

DR

R O

D A

N D G

U N

S

T S

T

T

H

S

T

T

H

N D S

T

SUPPORT AVE

S

T

H S

T

SANTA FE AVENUE

W R

A T

T E

N D

R

N D S

T

WAREHOUSE AVENUE

SANTA FE

AVE

SANTA FE

AVE

CHURCHILL

LOPEZ

LOOP

EFIRD ST

ST

HUGHES ST

NORTHUP

ST

R D S

T

N D S

T

T

H S

T T

H S

T

NORTH AVE

T

H S

T

BATTALION AVE

T

H

S

T

COUSHATTA

ST

T

H S

T

S T

T

H S

T

S

W A S K O

W

A V E

E N

G

IN

E E

R D

R

761ST TANK BATTALION AVE

761ST TANK BATTALION AVE

761ST TANK BATTALION AVE

761ST TANK BATTALION AVE

HELL ON WHEELS AVE

OLD IRONSIDES AVE

OLD IRONSIDES AVE

OLD IRONSIDES AVE

HELL ON WHEELS AVE

OLD IRONSIDES AVE

OLD IRONSIDES AVE

OLD I

RONSID

ES

AVE

HELL

ON W

HEELS

AVE

OLD IRONSIDES AVE

OLD IRONSIDES AVE

HELL ON WHEELS AVE

HELL ON WHEELS AVE

HELL ON WHEELS AVE

HELL ON WHEELS AVE

HE L ON HEELS

AVE

OL IRONSIDE

AV

HELL ON WHEELS AVE

COBRA LOOP

N

D S

T

T

H S

T

ENGINEER DR

T

H S

T

R

D S

T

NORTH AVE

BATT

ALIO

N A

VE

W e s t

R a n g e R dC L E

A R C

R E

E K R d

D D

D D

R R

COVERED HARDSTAND

COVERED HARDSTAND

COVERED HARDSTAND

(COF2W)

COMPANY OPERATIONS FACILITY

(COF1W)

COMPANY OPERATIONS FACILITY

(COF1E)

COMPANY OPERATIONS FACILITY

(COF2E)

COMPANY OPERATIONS FACILITY

(BNHQE)

HEADQUARTERS

BATTALION

(BNHQW)

HEADQUARTERS

BATTALION

ORGANIZATIONAL STORAGE BUILDING

POL

H/Z

UAV

MAIN ROAD

MAIN ROAD

A C

C E

A D

A C

C E

A D

LARGE TEMF

SATS, ASLMS, & COMVAN

ORGANIZATIONAL VEHICLE TRAIL

ORGANIZATIONAL VEHICLE TRAIL

WATERS OF THE US.

REMAIN 25-FT FROM

CONSTRUCTION MUST

WATERS OF THE US.

REMAIN 25-FT FROM

CONSTRUCTION MUST

WATERS OF THE US.

REMAIN 25-FT FROM

CONSTRUCTION MUST

COVERED HARDSTAND

T

T

T

T

T

WETLAND

WETLAND

WETLAND

WETLAND

WETLAND

WETLAND

T

SATS, ASLMS, & COMVAN

SATS, ASLMS, & COMVAN

(PN071682 -THAAD)

SMALL TEMF

(PN077187 -THAAD)

SMALL TEMF

0+00

1+00

2+00

3+00

3+09

0+00.00

POB

3+08.71

POE

0+00

1+00

2+00

3+00

3+09

0+00.00

POB

3+08.71

POE

0+00

1+00

2+00

3+00

3+36

0+00.00

POB

3+35.67

POE

S T

O R

A G

B U

IL

D

IN

G

O R

G A

N

IZ

A T

IO

N

X

IS

T

IN

G

E

X

IS

T

IN

G

(EXISTING)

(EXISTING)

E

X

IS

T

IN

G

L A

A D

E

X

IS

T

IN

G

L A

A D

E

X

IS

T

IN

G

L A

A D

O R

G A

N

IZ

A T

IO

N

V

H

IC

A

IL

A

O R

G A

N

IZ

A T

IO

N

V

H

IC

A

IL

A

ORGANIZATIONAL VEHICLE TRAIL "A"

MAIN ROAD

1+

0+00.00

POB

2+54.86

POE

A C

C E

A D

A

A C

C E

A D

B

A C

C E

A D

D

A C

C E

A D

C

S T

O R

A

U

IL

D

IN

G

O R

G A

N

IZ

A T

IO

N

L

H

Z

P O

L

H

Z

HARDSTAND

COVERED

HARDSTAND

COVERED

E=3119812.61

N=10390800.89

BUILDING

CONTROL

ELECTRICAL

+0

.0

P I

+3

.6

P O E

0+00

1+00

2+00

3+00

3+36

-0 +18 .5

+5

.0

P O

B

("B

P I (M

A

IN

N

VISITOR CENTER

MAIN GATE

Ea st R an ge R d

NORTH NOLAN Rd

ACP

TEDESCO RD

NORTH AVE

NORTH A

VE

SOUTH RANGE Rd

MURPHY Rd

H O

O D R d

U S H

IG

H W

A Y

C L E

A R C

R E

E K R d

CLEAR CREEK ACP

C L E

A R C

R E

E K R d

NORTH AVE

M A

R

WARRIOR WAY

G-101

1250' 0 1250' 2500'

SCALE IN FEET

TEXAS

EL PASO

VICINITY MAP

DALLAS

AUSTIN

SAN ANTONIO

FORT WORTH

FORT HOOD

KILLEEN

N.T.S.

RELATED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR.

AND COSTS ASSOCIATED WITH HANDLING AND TRANSPORTING

ALL BORROW AREAS ARE LOCATED OFF GOVERNMENT PROPERTY12.

WASTES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE HANDLING, TRANSPORTATION, AND DISPOSAL OF THESE

OFF GOVERNMENT PROPERTY AND ALL COSTS ASSOCIATED WITH

WASTES REJECTED BY FORT HOOD DISPOSAL SITES ARE LOCATED

DISPOSAL AREAS FOR WASTES OTHER THAN NOTED ABOVE OR11.

ALL WASTE DISPOSAL.

PERMITTING, ALL ASSOCIATED FEES, AND DISPOSAL COSTS FOR

CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL REQUIRED10.

ACTIVITIES FOR GUIDANCE.

FORT HOOD ENVIRONMENTAL PRIOR TO THE START OF WORK

CONSIDERED SPECIAL WASTES IN THE STATE OF TEXAS. CONTACT

DEMOLITION DEBRIS CONTAMINATED WITH LEAD PAINT ARE

SPECIAL WASTES SUCH AS POL CONTAMINATED SOIL AND9.

ACTIVITIES.

ENVIRONMENTAL DIVISION PRIOR TO THE START OF WORK

MANDATED BY THE STATE OF TEXAS. CONTACT FORT HOOD

ASBESTOS CONTAINING MATERIALS REQUIRE SPECIAL PROCEDURES8.

WASTE, WASTE HANDLING, AND CONTACT INFORMATION.

10.00 44 FOR A LIST OF ITEMS CONSIDERED TO BE REGULATED

HOOD LAND FILL. REFER TO SPECIFICATION SECTION 01 35

REGULATED WASTE IS PROHIBITED FROM DISPOSAL AT THE FORT7.

GUIDELINES, CONTACT INFORMATION, AND DISPOSAL LOCATION.

SPECIFICATION SECTION 01 35 10.00 44 FOR SPECIFIC DISPOSAL

DESIGNATED RECOVERY CYLINDERS/DRUMS. REFER TO

FREON OR OTHER REFRIGERANTS SHALL BE COLLECTED IN6.

01 35 10.00 44 FOR LOCATION AND CONTACT INFORMATION.

RECYCLING CENTER BUILDING. SEE SPECIFICATION SECTION

SERVICEABLE PALLETS SHALL BE DELIVERED TO THE POST5.

INFORMATION.

01 35 10.00 44 FOR LIST OF ITEMS ALLOWED AND CONTACT

MARKETING OFFICE (DRMO). SEE SPECIFICATION SECTION

SHALL BE DELIVERED TO THE DEFENSE REUTILIZATION AND

SALVAGEABLE ITEMS AS DEFINED IN SECTION 01 35 10.00 444.

IMMU, SEE SPECIFICATION SECTION 01 35 10.00 44.

DEMOLISHED ASPHALT MATERIAL CAN BE DEPOSITED IN THE DPW3.

FOR MATERIALS ALLOWED.

EXPOSED REBAR. SEE SPECIFICATION SECTION 01 35 10.00 44

THE FORT HOOD LANDFILL. INERT CONCRETE SHALL NOT CONTAIN

DELIVERED TO THE INERT MATERIAL MANAGEMENT UNIT(IMMU) NEAR

INERT CONSTRUCTION AND DEMOLITION MATERIALS SHALL BE2.

TO VIEW CONDITIONS OF USE FOR THE FORT HOOD LANDFILL.

01 35 10.00 44, SPECIAL PROJECT PROCEDURES,SECTION

OF CLARK ROAD & TURKEY RUN ROAD. SEE SPECIFICATIONS

THE FORT HOOD LANDFILL IS LOCATED NEAR THE INTERSECTION1.

NOTES:

69TH ADA SSA SITE

PROJECT LOCATION

H A

U L R

O U

T E A

O J E

C T L

O C

A T

IO

N M

A P I

FROM THE FORT HOOD APPROVED LANDSCAPING PLANT LIST.

TREES MUST BE PLANTED. REPLACEMENT TREES MUST BE SELECTED

NATIVE HARDWOOD TREE OR HERITAGE TREE REMOVED, TEN NATIVE

REMOVAL OCCURSM FORT HOOD POLICY DICTATES THAT ANY EXISTING

DIGGING WITHIN TREE CANOPY SHOULD BE AVOIDED. IF TREE

OR PARKING OF VEHICLES WITHIN DRIPLINE. TRENCHING AND

CONSTRUCTION MATERIALS, EXCESS FOOT OR VEHICULAR TRAFFIC,

CANOPY'S DRIP LINE. AVOID SOIL COMPACTION FROM STOCKPILING

GROUND. MAINTAIN EXISTING GRADE TO AT LEAST THE TREE

DISTANCE IS GREATER. AVOID PLACING ADDITIONAL SOIL ON THE

TRUNK THAN THE CANOPY'S DRIPLINE OR 5 FEET, WHICHEVER

SHOULD BE ERECTED AROUND EXISTING TREES NO CLOSE TO THE

PROTECTED DURING CONSTRUCTION. CONSTRUCTION BARRICADES

15. NATIVE HARDWOOD TREES AND HERITAGE TREES ARE TO BE

FOR THE HAUL ROUTES.

TO USED FOR CONSTRUCTION WILL WORK AT THE GATES SHOWN

MANAGER 254-553-2782, TO DETERMINE IF EQUIPMENT PROPOSED

CONTRACTOR SHALL VERIFY WITH TIM NIMMONS, FORT HOOD ACP14.

ENTRANCE NOTES.

SEE SHEET G-102 FOR PROJECT LOCATION AND CONSTRUCTION 13.

N W S Y o u n g r

US Army Corps of Engineers

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1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

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F O

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M C

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N Z

IE

P .E

J

M C

K E

N Z

IE

P .E

T S

T O

C K

T O

N

T S

T O

C K

T O

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

NUMBER

SHEET

W

G -1

-B -0

A U

G U

S T

C O

V E

R E

D H

A R

D S

T A

N D

C O

V E

R E

D H

A R

D S

T A

N D

(B Y O

T H

E R

S

C O

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D H

A R

D S

T A

N D

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G A

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IZ

A T

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N A

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"A

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G A

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"A

POL

POL

H/Z

H/Z O

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IN

G

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G A

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"A

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G A

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IC

L E T

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IL

"A

ACCESS ROAD "B"

(B Y O

T H

E R

S

B O

O T

W A

S H

R

(PN077187-THAAD)

COMPANY OPS

R

D

D

R

RR

O R

G A

N

IZ

A T

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N A

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G E B

U

IL

D

IN

G H

A R

D S

T A

N D

T E

D E

S C

O R

O A

D

LAKE ROAD

FACILITY (COF2E)

COMPANY OPERATIONS

(GRAVEL)

UNPAVED ROAD

ELEV.=878.670

E=3120621.850 N=10391958.501

IRS - ZWA CONTROL

ELEV.=864.375

E=3120809.812 N=10391415.086

IRS - ZWA CONTROL

WW

C B

P.I.V.

C O

C O

C O

C B

D

S S

C O

C O

C O

C O

C O

" N

A T

U R

A L G

A S

METER, AND VALVE

2" NATURAL GAS,

N

G-102

100'0 50'

C O

N S

T R

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IO

N L

IM

IT

S L

A Y

D O

W N

A R

E A

C

O N

T R

O L P

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IN

T S

CONTRACTOR LAYDOWN AREA

LIMITS OF CONSTRUCTION

E=3121074.9175 N=10392331.6657

E=3121081.0975 N=10392329.6516

FOLLOW EDGE OF ROAD

E=3120644.26 N=10391389.65

E=3120669.0624 N=10392717.9917

E=3120684.23 N=10391514.33

FOLLOW FENCE LINE

E=3120404.9484 N=10392165.8205

E=3120490.5510 N=10392136.6164

E=3120504.7322 N=10392181.7099

E=3120553.4229 N=10392165.4601

FOLLOW FENCE LINE

E=3120500.8015 N=10392001.7947

E=3120470.1791 N=10392011.7746

E=3120458.8182 N=10391976.9147

E=3120356.0963 N=10391661.7200

E=3120344.0977 N=10391624.9033

FOLLOW EDGE OF ROAD

E=3120756.19 N=10391353.17

E=3120917.1985 N=10391826.7394

E=3120096.2921 N=10391746.3902 E=3120199.0140

N=10392061.5849

E=3120911.02 N=10391828.75

ENTRANCE

CONSTRUCTION

WAREHOUSE

69TH ADA SSA

A

B

C

A

B

S T -1

S T -2

C-1

C-2

C-3

C-4

C-5

C-6

C-7

A

B

S T -1

S T -2

C-2

C-1

C-3

C-4

C-5

C-6

C-7

NOTES:

1. USE THIS SHEET FOR BORING LOGS ONLY.

2. MOISTURE CONTENT, WHERE SHOWN, IS EXPRESSED AS PERCENT

DRY WEIGHT AT TIME OF LABORATORY CLASSIFICATION.

3. LEGEND SHOWS OVERBURDEN MATERIALS CLASSIFIED ACCORDING

TO ASTM D 2487 AND ASTM D 2488.

4. DESCRIPTION OF OVERBURDEN MATERIALS CHANGED TO CORRESPOND

WITH LABORATORY CLASSIFICATION AS NECESSARY.

5. ORIGINAL DRILLING LOGS AVAILABLE AT CORPS OF ENGINEERS

OFFICES.

VISUAL

8.5

17.9 20.6

15.4

15.4

14.7

24.3

11.6

5.6

8.0

15.0

8.1

10.3

16.6

9.6

9.8

10.0

14.9

8.2

7.2

25.6

24.6

14.7

16.6

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

JOEL L. WEBSTER

SWD

3'

40.7'

37.7'

8A4C-5982

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

1 1

CARTONS 7

DRY

25 JUL 17 25 JUL 17

N/A

N/A

8A4C-5982

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

FT. HOOD, TX-BNHQ/SSA 8A4C-5982

BEDS.

SOME FOSSIL OYSTER SHELL

SILTY, FOSSILIFEROUS,

MEDIUM TO THICK BEDDED,

SHELL BEDS, SHALE IS

CLASSIFICATION), OYSTER

VERY HARD (ROCK

LIMESTONE, SCATTERED

SOME SHALY AND NODULAR

CHALKY, FOSSILIFEROUS,

SLIGHTLY FRACTURED,

THIN BEDDED, MODERATE TO

CLASSIFICATION) THICK TO

HARD TO VERY HARD (ROCK

DARK GREY, LIMESTONE IS

UNWEATHERED GREY TO VERY

- 20.8' TO 40.7'

17'.

NODULAR LIMESTONE AFTER

(AS ABOVE) WITH SOME

AND 11.3'TO 11.5'; SHALE

BEDS AT 10.7' TO 11.1'

STAINING; THIN SHALE

SHELLS, TRACE BLACK

BEDS OF FOSSIL OYSTER

CLASSIFICATION) THIN

VERY HARD (ROCK

MACROFOSSILS, SCATTERED

WELL HEALED, CHALKY, FEW

FRACTURED, MODERATELY

BEDDED, MODERATELY

HARD (RX), THIN TO THICK

MODERATLEY HARD TO VERY

GREY, SOME OLIVE YELLOW,

WEATHERED LIGHT BROWNISH

- 8.8' TO 20.8'

LIMESTONE AND SHALE

8.8 TO 40.7

CHALKY DEPOSITS.

LITTLE SILT, TRACE WHITE

CLASSIFICATION), FEW TO

SOFT (ROCK

GREY, AND OLIVE YELLOW,

YELLOWISH BROWN, LIGHT

WEATHERED LIGHT

- CALCAREOUS SHALE

3.0' TO 8.8'

BROWN AFTER 1.8'.

ROOTLETS; BECOMING OLIVE

LIMESTONE GRAVEL

SUBANGULAR TO ANGULAR

NODULES TO ¼", TRACE

SILT, FEW TO LITTLE LIME

VERY DARK GRAY, SOME

HARD TO VERY STIFF, DRY,

- HIGH PLASTICITY, CLAY

0.0' TO 3.0'

C-7: 38.3' TO 39.2'

C-6: 33.2' TO 34'

C-5: 28.3' TO 29.1'

C-4: 23.1' TO 24'

C-3: 20.1' TO 21'

C-2: 14.9' TO 15.9'

C-1: 10.2' TO 11.1'

CARTON SAMPLES

ST-2: 8' TO 8.8'

ST-1: 2' TO 3.5'

SHELBY TUBE SAMPLES

B: 4.0' TO 8.0'

A: 0.0' TO 2.0'

JAR SAMPLES

DIAMOND CORE BIT.

WITH 4" 8.8' TO 40.7'

8.8' WITH 6" ROCKBIT.

MUDPAN AND CLEANOUT TO

DRIVE TO 8.8'. SET

6" METAL CASING AND

WITH 3" SHELBY TUBE. SET

HSA. REFUSAL AT 8.8'

WITH 8"X4¼" 0' TO 8'

DRILLING

97.698437° W

31.150789° N

BORING LOCATION

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

3.5'

39'

35.5'

8A4C-5983

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

1 1

CARTONS 7

DRY

26 JUL 17 26 JUL 17

N/A

8A4C-5983

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

FT. HOOD, TX-BNHQ/SSA 8A4C-5983

SCATTERED AFTER 28.1'.

MEDIUM BEDDED SHALE

SOME SHALY BEDS; THIN TO

CHALKY, FOSSILIFEROUS,

TO MODERATELY FRACTURED,

TO THIN BEDDED, SLIGHTLY

CLASSIFICATION), THICK

HARD(ROCK

MODERATELY HARD TO VERY

DARK GREY TO GREY,

- UNWEATHERED LIMESTONE

22.4 TO 39.0'

GREY AFTER 20.3'.

STAINING/DEPOSITS, SOME

TO LITTLE FeO

OYSTER SHELL BEDS, FEW

CLASSIFICATION), FOSSIL

THIN VERY HARD (ROCK

SOME SPARRY CALCITE IN

CHALKY FOSSILIFEROUS

MOSTLY WELL HEALED,

TO HIGHLY FRACTURED

THICK BEDDED, MODERATE

CLASSIFICATION), THIN TO

HARD TO VERY HARD (ROCK

OLIVE YELLOW, MODERATELY

BROWNISH GREY , SOME

LIGHT GREY, LIGHT

- WEATHERED LIMESTONE

10.4' TO 22.4'

BEDS AFTER 8.5'

SCATTERED THIN LIMESTONE

NODULE 4"x2" AT 6.5';

FEW CALICHE; LIMESTONE

⅛", SOME SILT, LITTLE TO

LITTLE LIME NODULES TO

CALCAREOUS, FEW TO

(ROCK CLASSIFICATION),

GREY AND YELLOW, SOFT

- WEATHERED LIGHT SHALE

3.5' TO 10.4'

SHALE AND LIMESTONE

3.5' TO 39'

ROOTLETS.

LIME NODULES TO ¼", FEW

SOME SILT FEW TO LITTLE

VERY DARK GRAYISH BROWN,

HARD TO VERY STIFF, DRY,

- HIGH PLASTICITY, CLAY

0.0' TO 3.5'

C-7: 35.4' TO 36.4'

C-6: 31.7' TO 32.6'

C-5: 28.3' TO 29.0' SHALE

C-4: 25.2' TO 26.1'

C-3: 23.1' TO 24.0'

C-2: 18.3' TO 19.1'

C-1: 12.5' TO 13.4'

CARTON SAMPLES

ST-2: 4' TO 6'

ST-1: 1' TO 3'

SHELBY TUBE SAMPLES

B: 6.0' TO 8.0'

A: 0.0' TO1.0'

JAR SAMPLES

AT 37' AFTER 14 HOURS.

CASING 2'. WATER LEVEL

BAILED TO 37', PULLED UP

DIAMOND BIT.

WITH 4" 10.2' TO 39'

CASING AND DRIVE 9.4'.

TO 9', SET 6" METAL

USED CENTER BIT FROM 8'

SAMPLER FROM 4' TO 8',

TO 6'; USED INNER BARREL

TUBES AT 1' TO 3' AND 4'

HSA; USED 3" SHELBY

WITH 4¼"x8" 0' TO 9'

DRILLING

97.698310° W

31.151149° N

BORING LOCATION

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

2.3'

6'

3.7'

10A-5980

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

1 0

DRY

30 JUL 17 30 JUL 17

N/A

N/A

10A-5980

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

FT. HOOD, TX-BNHQ/SSA 10A-5980

BLACK STAINING.

SHELL CAST FEW TO LITTLE

LIMESTONE AND FOSSIL

SCATTERED NODULAR

SOME SILT, CALCAREOUS,

(ROCK CLASSIFICATION),

SOFT TO MODERATELY HARD

GREY, AND OLIVE YELLOW,

BROWNISH GREY, LIGHT

- WEATHEREDD LIGHT SHALE

2.3' TO 6'

1.7' TO 1.9'.

LIMESTONE GRAVELS FROM

FOSSIL SHELL FRAGMENTS,

LITTLE ROOTLETS AND

LIME NODULES TO ⅛",

SILTY, CALCAREOUS, SOME

BROWNISH GRAY, SANDY AND

VERY STIFF, DRY, DARK

- HIGH PLASTICITY, CLAY

0.0' TO 2.3'

B: 2.3' TO 6.0'

A: 0.0' TO 2.3'

JAR SAMPLES

BACKFILLED TO SURFACE

SAMPLER.

2"/3" SPLIT SPOON

DRILLING

97.699032°W

31.150089°N

BORING LOCATION

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

FT. HOOD, TX-BNHQ/SSA 10A-5981

2.2'

3.9'

1.7'

10A-5981

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

2 0

N/A

DRY

29 JUN 17 29 JUN 17

N/A

N/A

10A-5981

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

SPT SAMPLER.

WITH 2" REFUSAL AT 3.9'

FEW MACRO-FOSSIL/CAST.

SOME SILT, CALCAREOUS,

(ROCK CLASSIFICATION),

SOFT TO MODERATELY HARD

GREY, AND OLIVE YELLOW,

BROWNISH GREY, LIGHT

- WEATHERED LIGHT SHALE

2.2' TO 3.9'

SHELL FRAGMENTS.

TRACE FOSSIL OYSTER

LIME NODULES TO ⅛",

FINE GRAINED SAND AND

SOME SILT, FEW TO LITTLE

VERY DARK BROWNISH GRAY,

HARD TO VERY STIFF, DRY,

- HIGH PLASTICITY, CLAY

1.5' TO 2.2'

ROOTLETS.

CLAYS AND SILT, TRACE

SUBROUNDED GRAVEL, SOME

GRAINED SUBANGULAR TO

BROWNISH GRAY, SOME FINE

TO LOOSE, DRY, DARK

SUBANGULAR, MEDIUM DENSE

GRAINED SUBROUNDED TO

- COARSE TO FINE SAND

0.0' TO 1.5'

C: 2.2' TO 3.9

B: 1.5' TO 2.2'

A: 0.0' TO 1.5'

JAR SAMPLES

(REFUSAL AT 3.9')

15-26-36-60/52' TO 4'

BLOW COUNTDEPTH

START

SPT DATA

BACKFILLED TO SURFACE

SAMPLER.

2"/3" SPLIT SPOON

DRILLING

97.69830° W

31.152000° N

BORING LOCATION

B-101

B O

R

IN

G L

O G

S I

US Army Corps of Engineers

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

$FILEL$

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

R Y D

IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T

A Y

L O

R S

T

F O

R T W

O R

T H T

X

S U

P P

L Y S

U P

P O

R T A

C T

IV

IT

Y W

A R

E H

O U

S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

NUMBER

SHEET

C H

IE

F

G E

O T

E C

H N

IC

A L B

R A

N C

H L

O R

E E B

A L

D I, P .E

D L

IT

T L E

D L

IT

T L E

L

B A

L D I

W

G -1

-B -0

A U

G U

S T

C-7

C-6

C-5

C-4

C-3

C-2

C-1

A

B

A

B

A

B

27.9

14.7

NOTES:

1. USE THIS SHEET FOR BORING LOGS ONLY.

2. MOISTURE CONTENT, WHERE SHOWN, IS EXPRESSED AS PERCENT

DRY WEIGHT AT TIME OF LABORATORY CLASSIFICATION.

3. LEGEND SHOWS OVERBURDEN MATERIALS CLASSIFIED ACCORDING

TO ASTM D 2487 AND ASTM D 2488.

4. DESCRIPTION OF OVERBURDEN MATERIALS CHANGED TO CORRESPOND

WITH LABORATORY CLASSIFICATION AS NECESSARY.

5. ORIGINAL DRILLING LOGS AVAILABLE AT CORPS OF ENGINEERS

OFFICES.

VISUAL

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

3.0'

40'

37'

8A4C-5984

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

1 0

CARTONS 7

N/A

28 JUL 17 28 JUL 17

N/A

8A4C-5984

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

FT. HOOD, TX-BNHQ/SSA 8A4C-5984

SOME SHALY BEDS.

CHALKY, FOSSILIFEROUS

TO SLIGHTLY FRACTURED,

THICK BEDDED, MODERATE

CLASSIFICATION), THIN TO

HARD (ROCK

DARK GREY, HARD TO VERY

UNWEATHERED GREY TO VERY

23.8' TO 40.0'

AFTER 23.4'.

STAINING, SOME GREY

SHALY BEDS, FEW TO BLACK

FOSSILIFEROUS, SOME

WELL HEALED, CHALKY,

- WELL TO MODERATELY

TO MODERATELY FRACTURED

TO MEDIUM BEDDED, HIGHLY

CLASSIFICATION), THICK

HARD TO VERY HARD (ROCK

OLIVE YELLOW, MODERATELY

GREY, LIGHTER GREY, AND

WEATHERED LIGHT BROWNISH

- 13.6' TO 23.8'

LIMESTONE

13.6' TO 40.0'

TO 11.9'.

LIMESTONE BED FROM 11.6'

CLASSIFICATION)

HARD (ROCK

BLACK STAINING; THIN

CASTS AFTER 5.2', LITTLE

LIMESTONE/FOSSIL SHELL

SCATTERED NODULAR

SOME SILT, CALCAREOUS,

(ROCK CLASSIFICATION),

SOFT TO MODERATELY HARD

YELLOW TO OLIVE YELLOW,

BROWNISH GREY, SOME

- WEATHERED LIGHT SHALE

3.0' TO 13.6'

SHELL FRAGMENTS.

ROOTLETS AND FOSSIL

NODULES TO ⅛", TRACE

FEW TO LITTLE LIME

SOME SILT, CALCAREOUS,

VERY DARK BROWNISH GRAY,

HARD TO VERY STIFF, DRY,

- HIGH PLASTICITY, CLAY

0.0' TO 3.0'

C-7: 39.0' TO 39.9'

C-6: 34.5' TO 35.4'

C-5: 30.0' TO 30.9'

C-4: 24.2' TO 25.2'

C-3: 18.5' TO 19.4'

C-2: 14.7' TO 15.6'

C-1: 11.2' TO 12.1'

CARTON SAMPLES

B: 3.0' TO 5.0'

A: 0.0' TO 3.0'

JAR SAMPLES

SURFACE.

GROUT TO 2', BACKFILL TO

DIAMOND CORE BIT.

WITH 4" 10' TO 40'

TO 10'.

6" ROCK BIT AND CLEANOUT

AND DRIVE TO 9.3'. USED

9'. SET 6" METAL CASING

CENTER BIT FROM 5.2' TO

5.2'/REFUSAL. USED

SAMPLER FROM 3' TO

HSA; INNER BARREL

WITH 4¼"x8" 0' TO 9'

DRILLING

97.698203° W

31.151513° N

BORING LOCATION

10.6

11.2

10.7

7.8

11.9

7.6

13.4

22.6

10.0

15.8

12.0

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

2.4'

5.8'

2.6'

10A-5985

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

2 0

DRY

30 JUL 17 30 JUL 17

N/A

N/A

10A-5985

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

FT. HOOD, TX-BNHQ/SSA 10A-5985

SEAMS <0.1' THICK.

SCATTERED LIMESTONE

LITTLE BLACK STAINING;

SHELL CAST, FEW TO

LIMESTONE AND FOSSIL

SCATTERED NODULAR

SILT, CALCAREOUS,

CLASSIFICATION), SOME

SOFT (ROCK

GREY, AND OLIVE YELLOW,

BROWNISH GREY, LIGHT

- WEATHERED LIGHT SHALE

2.4' TO 5.8'

FOSSIL SHELL FRAGMENTS.

½", TRACE ROOTLETS AND

LITTLE LIME NODULES TO

SILT, CALCAREOUS, FEW TO

BROWNISH GRAY, SOME

STIFF, DRY, VERY DARK

PLASTICITY, HARD TO VERY

(CH) - HIGH CLAY

0.0' TO 2.4'

B: 2.4' TO 5.8'

A: 0.0' TO 2.4'

JAR SAMPLES

SAMPLER.

2"/3" SPLIT SPOON

DRILLING

97.698345° W

31.150124° N

BORING LOCATION

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

1.5'

5.9'

4.4'

10A-5986

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

1 0

DRY

30 JUN 17 30 JUN 17

N/A

N/A

10A-5986

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

FT. HOOD, TX-BNHQ/SSA 10A-5986

SPT REFUSAL AT 5.9'.

BLACK STAINING.

SHELL CAST, FEW TO LITTE

LIMESTONE AND FOSSIL

SCATTERED NODULAR

SOME SILT, CALCAREOUS,

(ROCK CLASSIFICATION),

SOFT TO MODERATELY HARD

GREY, AND OLIVE YELLOW,

BROWNISH GREY, LIGHT

- WEATHERED LIGHT SHALE

1.5' TO 5.9

FOSSIL SHELL FRAGMENTS.

⅛", TRACE ROOTLETS AND

LITTLE LIME NODULES TO

CALCAREOUS, FEW TO

BROWNISH GRAY, SOME SILT

STIFF, DRY , VERY DARK

PLASTICITY, HARD TO VERY

(CH) - HIGH CLAY

0.0' TO 1.5'

B: 2.0' TO 5.9'

A: 0.0' TO 1.5'

JAR SAMPLES

SAMPLER.

2"/3" SPLIT SPOON

DRILLING

97.697657° W

31.151828° N

BORING LOCATION

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

4.6'

8.0'

3.4'

10A-5987

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

1 0

DRY

30 JUL 17 30 JUL 17

N/A

N/A

10A-5987

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

FT. HOOD, TX-BNHQ/SSA 10A-5987

SEAMS <0.1' THICK.

SCATTERED LIMESTONE

LITTLE BLACK STAINING;

SHELL CAST, FEW TO

LIMESTONE AND FOSSIL

SCATTERED NODULAR

SILT, CALCAREOUS,

CLASSIFICATION), SOME

SOFT (ROCK

GREY, AND OLIVE YELLOW,

BROWNISH GREY, LIGHT

- WEATHERED LIGHT SHALE

4.6' TO 8.0'

AND SUBANGULAR GRAVEL.

FOSSIL SHELL FRAGMENTS,

⅛", TRACE ROOTLETS,

LITTLE LIME NODULES TO

CALCAREOUS, FEW TO

GRAY, SOME SILT,

DRY, VERY DARK BROWNISH

HARD, TO VERY STIFF,

- HIGH PLASTICITY, CLAY

0.0' TO 4.6'

B: 4.6' TO 8.0'

A: 0.0' TO 4.6'

JAR SAMPLES

SAMPLER.

2"/3" SPLIT SPOON

DRILLING

97.697847° W

31.150458° N

BORING LOCATION

B-102

B O

R

IN

G L

O G

S I I

US Army Corps of Engineers

A P

P R

D A

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D E

S C

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IP

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$FILEL$

A

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1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

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IN

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NUMBER

SHEET

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F

G E

O T

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H N

IC

A L B

R A

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H L

O R

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A L

D I, P .E

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IT

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B A

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14.5

10.7

14.6

NOTES:

1. USE THIS SHEET FOR BORING LOGS ONLY.

2. MOISTURE CONTENT, WHERE SHOWN, IS EXPRESSED AS PERCENT

DRY WEIGHT AT TIME OF LABORATORY CLASSIFICATION.

3. LEGEND SHOWS OVERBURDEN MATERIALS CLASSIFIED ACCORDING

TO ASTM D 2487 AND ASTM D 2488.

4. DESCRIPTION OF OVERBURDEN MATERIALS CHANGED TO CORRESPOND

WITH LABORATORY CLASSIFICATION AS NECESSARY.

5. ORIGINAL DRILLING LOGS AVAILABLE AT CORPS OF ENGINEERS

OFFICES.

VISUAL

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

3.3'

7.4'

4.1'

10A-5988

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

1 0

DRY

30 JUL 17 30 JUL 17

N/A

N/A

10A-5988

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

FT. HOOD, TX-BNHQ/SSA 10A-5988

REFUSAL AT 7.4'

DEPOSITS AT 6.8' TO 7.1'

SOME FeO STAINING -

LITTLE BLACK STAINING;

SHELL CAST, FEW TO

LIMESTONE AND FOSSIL

SCATTERED NODULAR

SOME SILT, CALCAREOUS,

(ROCK CLASSIFICATION),

SOFT TO MODERATELY HARD

GREY, AND OLIVE YELLOW,

BROWNISH GREY, LIGHT

- WEATHERED LIGHT SHALE

3.3' TO 7.4'

SHELL FRAGMENTS.

ROOTLETS AND FOSSIL

NODULES TO ½", TRACE

FEW TO LITTLE LIME

SOME SILT, CALCAREOUS,

VERY DARK BROWNISH GRAY,

HARD TO VERY STIFF, DRY,

- HIGH PLASTICITY, CLAY

0.0' TO 3.3'

C: 6.0' TO 7.4'

B: 3.3' TO 6.0'

A: 0.0' TO 3.3'

JAR SAMPLES

SAMPLER.

2"/3" SPLIT SPOON

DRILLING

97.697636° W

31.150954° N

BORING LOCATION

2. LOCATION

3. DRILLING AGENCY

4. HOLE NO.

5. NAME OF DRILLER

6. DIRECTION OF HOLE

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DIVISION

1. PROJECT

INSTALLATION

10. SIZE AND TYPE OF BIT

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

STARTED COMPLETED

DISTURBED UNDISTURBED

SHEET

OF SHEETS

VERTICAL INCLINED DEG. FROM VERT.

DEPTH LEGEND CLASSIFICATION OF MATERIALS

% CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

REMARKS

gfedcba

11. DATUM FOR ELEVATION SHOWN

DRILLING LOG

Hole No.

% MOISTURE

CONTENT

X

FORT WORTH DISTRICT

SEE REMARKS BELOW

N/A

GP-1300C

2.5'

9.8'

7.3'

10A-5989

USACE

FORT HOOD, TEXAS

69TH ADA SSA

D. SPENCER

1 0

DRY

30 JUL 17 30 JUL 17

N/A

N/A

10A-5989

(Description) (Drilling time, water loss, depth of weathering, etc., if significant)

(As shown on drawing title and file number)

(Coordinates or Station)

(TBM or MSL)

ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE.

PROJECT HOLE NO.

FT. HOOD, TX-BNHQ/SSA 10A-5989

REFUSAL AT 9.8'.

THICK AT 7.5' AND 8.5'.

LIMESTONE SEAM <0.1'

LITTLE BLACK STAINING;

SHELL CASTS, FEW TO

LIMESTONE AND FOSSIL

SCATTERED NODULAR

SOME SILT, CALCAREOUS,

(ROCK CLASSIFICATION),

SOFT TO MODERATELY HARD

GREY, AND OLIVE YELLOW,

BROWNISH GREY, LIGHT

- WEATHERED LIGHT SHALE

2.5' TO 9.8'

SHELL FRAGMENTS,

ROOTLETS AND FOSSIL

NODULES TO ⅛", TRACE

FEW TO LITTLE LIME

SOME SILT, CALCAREOUS,

VERY DARK BROWNISH GRAY,

HARD TO VERY STIFF, DRY,

- HIGH PLASTICITY, CLAY

0.0 TO 2.5' 3

C: 7.5' TO 9.8'

B: 2.5' TO 7.5'

A: 0.0' TO 2.5'

JAR SAMPLES

SAMPLER.

2"/3" SPLIT SPOON

DRILLING

97.697399° W

31.151457° N

BORING LOCATION

B-103

B O

R

IN

G L

O G

S I

II

US Army Corps of Engineers

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S u b m it te d b y

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METER, AND VALVE

2" NATURAL GAS,

N

B-104

100'0 50'

B O

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IN

G L

O C

A T

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10A-5985

8A-5980 10A-5981

10A-5986

10A-598910A-5987 10A-5988

8A4C-5984 8A4C-59838A4C-5982

E

C

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876 877

891892

C-100

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N E

R A

L N

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E S

GENERAL NOTES GRADING & EARTHWORK NOTES:

ELEVATIONS EXCEPT WHERE LOADING RAMPS MEET THE FINISHED FLOOR ON THE WESTERN SIDE OF THE BUILDING.

3. ADJACENT GRADE NEXT TO THE WAREHOUSE MUSTHAVE A MINIMUM OF 6 INCH DROP FROM THE FINISH FLOOR

LANDFILL WASTE…