W912QR25RA013_Plans_Ph1-0000.pdf

PDF 14 MB Posted Mar 26, 2025

Attached to: Design-Build Maintenance and Repair Army Reserve (MRAR) of Equipment Concentration Site (ECS), B-56767, at North Fort Hood, TX
Solicitation number: W912QR25RA013
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

View the file

Other files

File	Type	Posted
Phase II Site Visit Sign-In Sheet (06 Oct 2026).pdf	PDF	Oct 7, 2026
Justifciation and Approval - Brand-Name Monaco Fire Alarm Equipment (Redacted).pdf	PDF	Mar 26, 2025
W912QR25RA013_Specs_Ph1-0000.pdf	PDF	Mar 26, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

US Army Corps of Engineers ®

SHEET ID

D R

N B Y:

B Y:

D B Y:

C H

D B Y:

C O N

T N O

N N O

3 5 7 9 11 13 15 17 19

US Army Corps of Engineers ®

PN:

P2 #:

C R

O N

Fi le P at h:

2 4 6 8 10 12 14 16 18 20

U S A R M Y C O R

O F

R S

E D

D R M

N L U

G J R P L, LO

E, K Y

C E

D R

R A R M Y R

(E C S)

N O R

O S, T X

G B

O T D

E D

C :\U se rs \K ar en .R ut te r\D oc um en ts \F t C av az os _k ar en .ru tte r4

.rv t

2/ 7/ 2:

G-001

C O

R S H

W R P

096397

25-02-10

ARMY RESERVE CENTER

NORTH CAVAZOS, TX

MAINTENANCE AND RENOVATION ARMY RESERVE B56767- ECS

U S-

A- G -0

-0 2-

VICINITY MAP

LOCATION MAP

SITE LOCATION

PROJECT LOCATION:

ECS 64

200 PARK AVE.

GATESVILLE, TX 76528

515198

SCHEDULE - SHEET INDEX

Sheet Information

Number Name

GENERAL

G-001 COVER SHEET

CIVIL

V-100 OVERALL EXISTING CONDITIOINS PLAN

V-101 EXISTING CONDITIONS PLAN

V-102 EXISTING CONDITIONS PLAN

V-103 EXISTING CONDITIONS PLAN

V-104 EXISTING CONDITIONS PLAN

V-105 EXISTING CONDITIONS PLAN

V-106 EXISTING CONDITIONS PLAN

V-107 EXISTING CONDITIONS PLAN

V-401 EXISTING CONDITIONS PLAN ENLARGED AREAS

V-402 EXISTING CONDITIONS PLAN ENLARGED AREAS

C-101 WATERLINE BID OPTION

C-105 PROPOSED UTILITY PLAN

C-401 ENLARGED SITE PLAN

C-402 ENLARGED SITE PLAN

ARCHITECTURE

A-001 ABBREVIATIONS

AD101 DEMOLITION PLAN

A-101 OVERALL FLOOR PLAN

A-102 FLOOR PLAN - AREA A

A-103 FLOOR PLAN - AREA B

A-104 ENLARGED FLOOR PLAN - AREA C

A-201 EXTERIOR ELEVATIONS

INTERIORS

IF110 COMPREHENSIVE FURNITURE FLOOR PLAN - AREA A

IF112 COMPREHENSIVE FURNITURE FLOOR PLAN - AREA B

26 March 2025

W912QR25RA013

2Q R

_P la ns _P h1 -0

XXXXXXXXXX

X X

XXXXXXXXXX X

X X

x X

X X

X X x X

X X

XXXXXXXXX

X x X

X X

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

Ex Ex

A/C

VLT

W V

C OC O C OC O

C O

C OC O C OC O

TRANS

E T

TRANS

VLT

XXXXXXXXXX

X X

X X X X X

X X

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

Ex Ex

Ex Ex Ex Ex Ex

Ex Ex Ex Ex Ex Ex

Ex Ex

Ex Ex Ex Ex Ex Ex Ex Ex

Ex Ex

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

SSx SSx SSx SSx SSx

SSx SSx

SSx

Ex Ex

R R

GCB

A/C

G x

Gx Gx Gx Gx Gx Gx Gx Gx Gx

W x

FPx FPx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx

W V

SSx

SSx S

SSx SSx SSx SSx SSx SSx SSx

OWS

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

SCALE: 1" = 120'

120' 60' 0' 120'N

N G

C O

N D

N S

V-100

WAREHOUSE

ECS / MAINTENANCE

BUILDING / WAREHOUSE

FFE=791.28

NORTH

APRON

SOUTH

APRON

NORTH ACCESS DRIVE

SOUTH ACCESS DRIVE

SOUTH

POV

AREA

NORTH

POV

AREA

TRIPLE A ROAD PA

28TH STREET

WHE CONTROL #103

5/8" IRON ROD SET WITH CAP - STAMPING:"10191200 WHITEHAWK"

TEXAS STATE PLANE COORDINATE SYSTEM

CENTRAL ZONE 4203

COORDINATES ARE SHOWN IN GRID

N: 10470920.18' E: 3117052.01'

ELEV: 826.06'

WHE CONTROL #102

5/8" IRON ROD SET

TEXAS STATE PLANE COORDINATE SYSTEM

CENTRAL ZONE 4203

COORDINATES ARE SHOWN IN GRID

N: 10471930.09' E: 3114778.24'

ELEV: 778.50'

WHE CONTROL #100

5/8" IRON ROD SET WITH CAP - STAMPING:"10191200 WHITEHAWK"

TEXAS STATE PLANE COORDINATE SYSTEM

CENTRAL ZONE 4203

COORDINATES ARE SHOWN IN GRID

N: 10472021.52' E: 3117719.44'

ELEV: 776.72'

WHE CONTROL #101

5/8" IRON ROD SET WITH CAP - STAMPING:"10191200 WHITEHAWK"

TEXAS STATE PLANE COORDINATE SYSTEM

CENTRAL ZONE 4203

COORDINATES ARE SHOWN IN GRID

N: 10473263.14' E: 3116805.98'

ELEV: 763.77'

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

X X

X X x X

X X

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

X X

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

Ex Ex

24" RCP

FL=777.51'

24" RCP

FL=777.54'

24" RCP

FL=778.59'

24" RCP

FL=778.61'

24" RCP

FL=779.31'

24" RCP

FL=779.36'

24" RCP

FL=779.89'

24" RCP

FL=779.92'

GRAVEL

"STOP" SIGN

REFLECTOR

"CAUTION STOP AHEAD" SIGN

WHE CONTROL #102

5/8" IRON ROD SET

TEXAS STATE PLANE COORDINATE SYSTEM

CENTRAL ZONE 4203

COORDINATES ARE SHOWN IN GRID

N: 10471930.09' E: 3114778.24'

ELEV: 778.50' 28TH STREET

TRIPLE A ROAD

A/C

GCB

A/C

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

G C

O N

V-101

- S

V -1

SCALE: 1" = 40'

40' 20' 0' 40'

SCALE: N.T.S.

KEY PLAN

101 103

104 105

106 107

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

VLT

X X

X X X X X

Ex Ex

Ex Ex Ex Ex

Ex Ex

Ex Ex Ex Ex

774775

GRAVEL GRAVEL

"SPEED ZONE AHEAD" SIGN

28TH STREET

A/C

GCB

A/C

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

G C

O N

V-102

MATCHLINE - SEE SHEET V-104

- S

V -1

- S

V -1

SCALE: 1" = 40'

40' 20' 0' 40'

SCALE: N.T.S.

KEY PLAN

101 103

104 105

106 107

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

XXX

X X

Ex Ex

VLT

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

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

R R

765766767768769770771772773

764765766767768769770771772773

775776777778779780781782

7'W X 3'H

CONCRETE BOX CULVERT

FL=756.91'

7'W X 3'H

CONCRETE BOX CULVERT

FL=756.92'7'W X 3'H

CONCRETE BOX CULVERT

FL=757.34'

7'W X 3'H

CONCRETE BOX CULVERT

FL=757.40'

7'W X 3'H

CONCRETE BOX CULVERT

FL=757.68'

7'W X 3'H

CONCRETE BOX CULVERT

FL=757.78'

7'W X 3'H

CONCRETE BOX CULVERT

FL=758.31'

7'W X 3'H

CONCRETE BOX CULVERT

FL=758.36'

30" RCP

FL=762.73'

30" RCP

FL=762.60'

30" RCP

FL=762.74'

30" RCP

FL=762.78'

30" RCP

FL=762.72'

30" RCP

FL=762.74'

30" RCP

FL=762.59'

30" RCP

FL=762.60'

24" RCP

FL=768.12'

24" RCP

FL=768.14'

24" RCP

FL=768.21'

GRAVELGRAVEL

"SPEED LIMIT 30" SIGN

REFLECTOR

(4) BOLLARD

BORE HOLE: "B-2"

GROUND ELEV: 771.97'

WHE CONTROL #101

5/8" IRON ROD SET WITH CAP - STAMPING:"10191200 WHITEHAWK"

TEXAS STATE PLANE COORDINATE SYSTEM

CENTRAL ZONE 4203

COORDINATES ARE SHOWN IN GRID

N: 10473263.14' E: 3116805.98'

ELEV: 763.77'

28TH STREET

A/C

GCB

A/C

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

G C

O N

V-103

MATCHLINE - SEE SHEET V-105

- S

V -1

SCALE: 1" = 40'

40' 20' 0' 40'

SCALE: N.T.S.

KEY PLAN

101 103

104 105

106 107

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

TRANS

VLT

X Ex

801 BORE HOLE:"B-3"

GROUND ELEV: 794.71'

24" RCP

FL=777.62'

24" RCP

FL=778.17'

TURF

GRAVEL

(2) BOLLARD

TRIPLE A ROAD

METAL

BUILDING

W x

Wx Wx Wx Wx Wx

Wx Wx

(B Y

APPROX.

LOCATION

OF OWS

A/C

GCB

A/C

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

G C

O N

V-104

MATCHLINE - SEE SHEET V-106

MATCHLINE - SEE SHEET V-102

- S

V -1

SCALE: 1" = 40'

40' 20' 0' 40'

SCALE: N.T.S.

KEY PLAN

101 103

104 105

106 107

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X x X

X X

X X x x x X

X X

X x

X X

X x x x

X X

XXXXXXXXXXXXXXXXXXXXXXXX

X X

X x x x X

X X

Ex Ex

A/C

VLT

W V

C OC O C OC O

C O

C OC O C OC O

TRANS

E T

SSx SSx

SSx

GCB

784785

786 773

24" RCP

FL=769.28'

24" RCP

FL=769.35'

24" RCP

FL=769.24'

24" RCP

FL=769.50'

24" RCP

FL=769.49'

24" RCP

FL=768.88'

24" RCP

FL=768.98'

24" RCP

FL=777.54'

24" RCP

FL=779.02'

24" RCP

FL=778.94'

24" RCP

FL=781.44' 24" RCP

FL=781.38'

24" RCP

FL=783.65'

24" RCP

FL=779.50'

36" CMP

FL=772.12'

36" CMP

FL=771.94'

MH-SANITARY SEWER

RIM=789.34'

6"PVC PIPE-NORTHWEST FL=785.10'

8"PVC PIPE-SOUTHEAST FL=784.96'

MH-SANITARY SEWER

RIM=790.50'

6"PVC PIPE-NORTHWEST FL=785.55'

6"PVC PIPE-SOUTHEAST FL=785.34'

MH-SANITARY SEWER

RIM=791.30'

FULL OF WATER - INVERT SIZE/TYPE COULD

NOT BE DETERMINED

TURF

CONCRETE

LOADING RAMP

ASPHALT

TURF

GAZEBO

"US ARMY RESERVE

EQUIPMENT CONCENTRATION

SITE 64" SIGN

ABA PARKING SIGN

(2) BOLLARD

(3) BOLLARD

(2) BOLLARD

(14) BOLLARD (TYP)

(3) BOLLARD

SHED

ASPHALT

"US ARMY RESERVE

EQUIPMENT CONCENTRATION

SITE 64" SIGN

BORE HOLE:"B-1"

GROUND ELEV: 790.50'

WAREHOUSE

ECS / MAINTENANCE

BUILDING / WAREHOUSE

FFE=791.28

NORTH APRON

SOUTH APRON

NORTH ACCESS DRIVE

SOUTH ACCESS DRIVE

SOUTH

POV

AREA

NORTH

POV

AREA

NORTH ACCESS DRIVE

SOUTH WAREHOUSE

ACCESS DRIVE

H W

SOUTH ACCESS DRIVE

A/C

G x

W x

FPx FPx FPx FPx FPx

FPx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx WV

W V

SSx

(BY RECORD)

(B Y

(BY RECORD)

(14) BOLLARD (TYP

(BY RECORD))

UTILITY TRANSFORMER

OIL/WATER

SEPARATOR

(BY RECORD)

OWS

789.29 789.41

790.10 790.97 790.39790.40

790.92

787.24 786.95 784.35

783.90

788.19789.18 790.64790.76

788.30 788.24

787.58

787.73

788.47 788.01

789.36

789.23

789.67 788.91

788.50

789.74 789.30

789.91 789.84

790.45 790.38

790.93 790.59

791.17

789.63

789.62 785.42

790.08

779.61

779.66

790.17

790.91

790.35 790.29

790.66

790.15

788.92789.13

789.61

789.97

790.94

790.37

787.87 788.35

787.54

788.34

790.25790.77 790.79 790.23

SEE ENLARGED

PLAN (A1/V-401)

SEE ENLARGED

PLAN (H9/V-402)

SEE ENLARGED

PLAN (A1/V-402)

A/C

GCB

A/C

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

G C

O N

V-105

MATCHLINE - SEE SHEET V-107

MATCHLINE - SEE SHEET V-103

- S

V -1

SCALE: 1" = 40'

40' 20' 0' 40'

SCALE: N.T.S.

KEY PLAN

101 103

104 105

106 107

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

X X

XXXXXXXX

X X

Ex Ex Ex Ex Ex Ex

81181281381481

82282282

796797798799800801802803804805

TURF

6" WOODEN BOLLARD

WHE CONTROL #103

5/8" IRON ROD SET WITH CAP - STAMPING:"10191200 WHITEHAWK"

TEXAS STATE PLANE COORDINATE SYSTEM

CENTRAL ZONE 4203

COORDINATES ARE SHOWN IN GRID

N: 10470920.18' E: 3117052.01'

ELEV: 826.06'

TRIPLE A ROAD

A/C

GCB

A/C

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

G C

O N

V-106

MATCHLINE - SEE SHEET V-104

- S

V -1

SCALE: 1" = 40'

40' 20' 0' 40'

SCALE: N.T.S.

KEY PLAN

101 103

104 105

106 107

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XxxXXXX

X X

X X x x

X X

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

Ex Ex

XXXXXXXXXXXXXXXXXXXXXXX

Ex Ex

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SSx SSx

SSx

Ex Ex

Ex Ex Ex Ex Ex

778779780781782783784785786787788789790791792

796797798799800801802803804805806807808809810811

799799

6" PVC PIPE

FL=775.38'

36" CMP

FL=773.24'

36" CMP

FL=773.09'

3'W X 1'H

CONCRETE BOX CULVERT

FL=792.59'

3'W X 1'H

CONCRETE BOX CULVERT

FL=792.09'

3'W X 1'H

CONCRETE BOX CULVERT

FL=793.21'

3'W X 1'H

CONCRETE BOX CULVERT

FL=793.02'

MH-SANITARY SEWER

RIM=786.41'

8"PVC PIPE-NORTHWEST FL=782.17'

3"PVC PIPE-SOUTHWEST FL=781.96'

6"PVC PIPE-NORTHEAST FL=781.80'

MH-SANITARY SEWER

RIM=779.06'

6"PVC PIPE-SOUTHWEST FL=774.27'

6"PVC PIPE-NORTHEAST FL=774.23'

GRAVEL

TURF TURF

TURF

GRAVEL

"SPEED LIMIT"

SIGN

GATE

ENTRANCE

SPEED

BUMP

RIPRAP

METAL

BUILDING

G x

Gx Gx

Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx

Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx Wx

SSx

SS MH 1A

(BY RECORD)

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

(BY RECORD)

(B Y

GRAVEL

(BY RECORD)

A/C

GCB

A/C

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

G C

O N

V-107

MATCHLINE - SEE SHEET V-105

SCALE: 1" = 40'

40' 20' 0' 40'

SCALE: N.T.S.

KEY PLAN

101 103

104 105

106 107

- S

V -1

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

A/C

GCB

A/C

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE x x

X X

VLT

ASPHALT

"US ARMY RESERVE

EQUIPMENT CONCENTRATION

SITE 64" SIGN

ABA PARKING SIGN

(2) BOLLARD

ASPHALT

NORTH

POV

AREA

H W

789.29

789.41

790.10 790.97

790.39790.40

790.92

787.24 786.95 784.35

783.90

788.19 789.18790.64790.76

788.30 788.24

787.58

787.73

788.47 788.01

789.36

787.87 788.35

787.54

788.34

790.25

790.77 790.79

790.23 GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

G C

O N

R G

V-401

SCALE: N.T.S.

SCALE:A1 ENLARGED PLAN

1" = 20'

KEY PLAN

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

GCB

A/C

AIR CONDITIONER

LIGHT POLE

SIGN

FIRE HYDRANT

WATER VALVE

SECURITY KEYPAD

BOLLARD

PULLBOX

POWER POLE

VAULT

SANITARY SEWER MANHOLE

TRANSFORMER

CLEAN OUT

TELEPHONE PEDESTAL

GAS VALVE

GUY ANCHOR

E T

2' X 2' STORM SEWER INLET

TRANS

VLT

C O

A/C

STORM SEWER LINE

CONCRETE

ASPHALT

REFLECTORR

FIBER OPTICS METER

SECURITY CAMERA

UTILITY MARKER

GATE CONTROL BOXGCB

GM GAS METER

EXISTING LEGEND

MAJOR CONTOURS

MINOR CONTOURS

X X X X FENCE

STORM MANHOLE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

BORE HOLE

SURVEY CONTROL POINT

UNKNOWN MANHOLE

Ex Ex Ex OVERHEAD UTILITY

SSx SSx SSx SANITARY SEWER

GRAVEL

RIP RAP

NATURAL GROUND

Gx Gx GAS LINE

Wx Wx Wx WATER LINE FPx FPx FPx FIRE PROTECTION LINE

X X

A/C

VLT

W V

C OC O

TRANS

E T

SSx SSx

SSx

SSx SSx

9 MH-SANITARY SEWER

RIM=789.34'

6"PVC PIPE-NORTHWEST FL=785.10'

8"PVC PIPE-SOUTHEAST FL=784.96'

MH-SANITARY SEWER

RIM=790.50'

6"PVC PIPE-NORTHWEST FL=785.55'

6"PVC PIPE-SOUTHEAST FL=785.34'

GAZEBO

(2) BOLLARD

A/C

G x

W x

FPx FPx FPx FPx FPx FPx FPx FPx FPx FPx

FPx

FPx 789.23

789.67 788.91

788.50

790.93 790.59

791.17

UTILITY TRANSFORMER

X X

C OC O C OC O

MH-SANITARY SEWER

RIM=791.30'

FULL OF WATER - INVERT SIZE/TYPE COULD

NOT BE DETERMINED

TURF

BORE HOLE:"B-1"

GROUND ELEV: 790.50'

NORTH APRON

SOUTH APRON

SSx SSx SSx

SSx SSx

SSx

(B Y

(BY RECORD)

790.17

790.91

790.35

790.29

790.66

790.15

789.61

789.97

790.94

790.37

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

G C

O N

R G

V-402

KEY PLAN

SCALE: N.T.S.

SCALE:H9 ENLARGED PLAN

1" = 20'

SCALE:A1 ENLARGED PLAN

1" = 20'

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

XXXXXXXXXX

X X

XXXXXXXXXX X

X X

x X

X X

X X x X

X X

XXXXXXXXX

X x X

X X

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

Ex Ex

A/C

VLT

W V

C OC O C OC O

C O

C OC O C OC O

TRANS

E T

TRANS

VLT

XXXXXXXXXX

X X

X X X X X

X X

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

Ex Ex

Ex Ex Ex Ex Ex

Ex Ex Ex Ex Ex Ex

Ex Ex

Ex Ex Ex Ex Ex Ex Ex Ex

Ex Ex

Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex

SSx SSx SSx SSx SSx

SSx SSx

SSx

Ex Ex

R R

A/C

G x

Gx Gx Gx Gx Gx Gx Gx Gx Gx

W x

FPx FPx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx Wx

W V

SSx

SSx S

SSx SSx SSx SSx SSx SSx SSx

OWS

W W W W W W W W W W W W W

W W

FIRE HYDRANT

WATER VALVE

WATER LINE

WATERLINE BID OPTION LEGEND

W W

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

SCALE: 1" = 120'

120' 60' 0' 120'N

N E

C-101

WAREHOUSE

ECS / MAINTENANCE

BUILDING / WAREHOUSE

FFE=791.28

NORTH

APRON

SOUTH

APRON

NORTH ACCESS DRIVE

SOUTH ACCESS DRIVE

SOUTH

POV

AREA

NORTH

POV

AREA

TRIPLE A ROAD PA

28TH STREET

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X x X

X X

X X x x x X

X X

X x

X X

X x x x

X X

XXXXXXXXXXXXXXXXXXXXXXXX

X x x x X

X X

ExEx Ex

Ex Ex

A/C

VLT

W V

C OC O C OC O

C O

C OC O C OC O

TRANS

E T

SSx SSx

SSx

24" RCP

FL=769.28'

24" RCP

FL=769.35'

24" RCP

FL=769.24'

24" RCP

FL=769.50'

24" RCP

FL=769.49'

FL=768.88'

24" RCP

FL=777.54'

24" RCP

FL=779.02'

24" RCP

FL=778.94'

24" RCP

FL=781.44' 24" RCP

FL=781.38'

24" RCP

FL=783.65'

24" RCP

FL=779.50'

36" CMP

FL=772.12'

36" CMP

FL=771.94'

MH-SANITARY SEWER

RIM=789.34'

6"PVC PIPE-NORTHWEST FL=785.10'

8"PVC PIPE-SOUTHEAST FL=784.96'

MH-SANITARY SEWER

RIM=790.50'

6"PVC PIPE-NORTHWEST FL=785.55'

6"PVC PIPE-SOUTHEAST FL=785.34'

MH-SANITARY SEWER

RIM=791.30'

FULL OF WATER - INVERT SIZE/TYPE COULD

NOT BE DETERMINED

TURF

CONCRETE

LOADING RAMP

ASPHALT

TURF TURF

TURF

GAZEBO

TURF

"US ARMY RESERVE

EQUIPMENT CONCENTRATION

SITE 64" SIGN

ABA PARKING SIGN

(2) BOLLARD

(3) BOLLARD

(2) BOLLARD

(14) BOLLARD (TYP)

(3) BOLLARD

SHED

ASPHALT

"US ARMY RESERVE

EQUIPMENT CONCENTRATION

SITE 64" SIGN

BORE HOLE:"B-1"

GROUND ELEV: 790.50'

WAREHOUSE

ECS / MAINTENANCE

BUILDING / WAREHOUSE

FFE=791.28

NORTH APRON

SOUTH APRON

NORTH ACCESS DRIVE

SOUTH ACCESS DRIVE

SOUTH

POV

AREA

NORTH

POV

AREA

NORTH ACCESS DRIVE

SOUTH WAREHOUSE

ACCESS DRIVE

SOUTH ACCESS DRIVE

A/C

G x

W x

FPx FPx FPx FPx FPx

FPx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx WV

SSx

SS MH 1A

(BY RECORD)

(B Y

(BY RECORD)

(14) BOLLARD (TYP

(BY RECORD))

UTILITY TRANSFORMER

OIL/WATER

SEPARATOR

(BY RECORD)

OWS

789.29 789.41

790.10 790.97 790.39790.40

790.92

787.24 786.95 784.35

783.90

788.19789.18 790.64790.76

788.30 788.24

787.58

787.73

788.47 788.01

789.36

789.23789.67 788.91 788.50

789.74 789.30

789.91 789.84

790.45 790.38

790.93 790.59

791.17

789.63

789.62 785.42

790.08

779.61

779.66

790.17

790.91

790.35 790.29

790.66

790.15

788.92789.13

789.61

789.97

790.94

790.37

787.87 788.35

787.54

788.34

790.25790.77 790.79 790.23

SEE ENLARGED

PLAN (A1/C-402)

SEE ENLARGED

PLAN (H9/C-401)

SEE ENLARGED

PLAN (A1/C-402)

PROPOSED ROOF DRAIN

LATERAL TO SWM GRAVEL SUMP

(SUMP IS 4' DEEP X 25' SQUARE,

GEOTEXTILE WRAPPED AND

STONE FILLED, WITH

EMERGENCY OVERFLOW)

PROPOSED SWM

SUMP EMERGENCY

OVERFLOW

TIE EXISTING AND

PROPOSED FLOOR DRAINS

IN TO PROPOSED 1500 GAL

OIL/WATER/SAND

SEPARATOR

PROPOSED

SANITARY MANHOLE

PROPOSED 6"

SANITARY SEWER

LOCATE EXISTING SANITARY

SEWER MANHOLE AND TIE IN

PROPOSED 6" LINE

PROPOSED 6"

SANITARY SEWER

SD SD SD SD SD SD SD SD SDD

15" DIA STORM MAIN

ENDWALL

MANHOLE

CONNECT ROOF DRAINS TO

THE EXISTING SWALE VIA AN

UNDERSIDEWALK LEADER

NEW YARD CATCH BASIN

GRADE TO DRAIN

CONNECT TO EXISTING

STORM DRAIN

IF THE EXISTING SEWER IS FOUND AND IS

IN ACCEPTABLE SHAPE, THE PROPOSED

6" LINES CAN BE ELIMINATED TO THE

PROPOSED MANHOLE

REMOVE SHRUBS AND TREES

BETWEEN THE BUILDING AND

PARKING AREAS

REMOVE SHRUBS AND TREES

BETWEEN THE BUILDING AND

PARKING AREAS

OIL/WATER SEPARATOR

APPROX. LOCATION BY

RECORD. IF LOCATED DURING

CONSTRUCTION, DISCONNECT

FROM SYSTEM AND REMOVE.

IF THE OWS FROM THE WASH

BUILDING IS CONNECTED TO

THE EXISTING SYSTEM,

RECONNECT TO THE

PROPOSED 6" SANITARY

SEWER LINE.

A/C

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

SS SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

CATCH BASIN

BUILDING ADDITION FOOTPRINT

PROPOSED LEGEND

SD STORM SEWER LINE

CLEAN OUTCO

RD ROOF DRAIN

OWS 1500 GAL OIL/WATER/SAND SEPARATOR

CONCRETE PAVEMENT

ABA PARKING STALL

ENDWALL

> DRAINAGE DITCH

ABA PARKING SIGN

ABA CURB RAMP

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

C-105 N

SCALE: 1" = 40'

40' 20' 0' 40'

SCALE: N.T.S.

KEY PLAN

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

A/C x x

X X

VLT

ASPHALT

"US ARMY RESERVE

EQUIPMENT CONCENTRATION

SITE 64" SIGN

ABA PARKING SIGN

(2) BOLLARD

ASPHALT

NORTH

POV

AREA

H W

789.29

789.41

790.10 790.97

790.39790.40

790.92

787.24 786.95 784.35

783.90

788.19 789.18790.64790.76

788.30 788.24

787.58

787.73

788.47 788.01

789.36

787.87 788.35

787.54

788.34

790.25

790.77 790.79

790.23

PROVIDE AT GRADE 5' LANDING AT DOORS

WITH ONE 6" STEP TO SIDEWALK. REMOVE

AND RECONSTRUCT SIDEWALK AS

NECESSARY TO ACHIEVE THIS ELEVATION

REMOVE AND RELOCATE

(AS SHOWN ON THIS SHEET)

ABA SIGNS AND CURB

RAMP. REPLACE ABA RAMP

WITH STANDARD SIDEWALK

SECTION.REMOVE LINE PAINITING FOR

ABA STALLS AND RESTRIPE

FOR STANDARD STALL SIZE

REMOVE SHRUBS AND TREES BETWEEN THE

BUILDING AND PARKING AREAS

RESTRIPE 3 STALLS FOR 2 ABA

STALLS AND CONSTRUCT RAMP

AND REPLACE SIGNAGE

RD RD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD D

REMOVE SHRUBS AND TREES BETWEEN THE

BUILDING AND PARKING AREAS

6" SLCCP, CONSTRUCT

UNDER SIDEWALK AND

OUTLET TO EXISTING

SWALE (TYP.)

12" SLCCP

6" SLCCP (TYP.)

15" SLCCP (TYP.)

STORM SEWER MANHOLE (TYP.)

CLEANOUT (TYP.)

STORM CATCH BASIN (TYP.)

SS SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

CATCH BASIN

BUILDING ADDITION FOOTPRINT

PROPOSED LEGEND

SD STORM SEWER LINE

CLEAN OUTCO

RD ROOF DRAIN

OWS 1500 GAL OIL/WATER/SAND SEPARATOR

CONCRETE PAVEMENT

ABA PARKING STALL

ENDWALL

> DRAINAGE DITCH

ABA PARKING SIGN

ABA CURB RAMP

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

C-401

KEY PLAN

SCALE: N.T.S.

KEY PLAN

SCALE:A1 ENLARGED PLAN

1" = 20'

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

A/C

X X

A/C

VLT

W V

C OC O

TRANS

E T

SSx SSx

SSx

SSx SSx

9 MH-SANITARY SEWER

RIM=789.34'

6"PVC PIPE-NORTHWEST FL=785.10'

8"PVC PIPE-SOUTHEAST FL=784.96'

MH-SANITARY SEWER

RIM=790.50'

6"PVC PIPE-NORTHWEST FL=785.55'

6"PVC PIPE-SOUTHEAST FL=785.34'

GAZEBO

(2) BOLLARD

A/C

G x

W x

FPx FPx FPx FPx FPx FPx FPx FPx FPx FPx

FPx

FPx 789.23

789.67 788.91

788.50

790.93 790.59

791.17

UTILITY TRANSFORMER

PROVIDE AT GRADE 5' LANDING AT DOORS

WITH ONE 6" STEP TO SIDEWALK. REMOVE

AND RECONSTRUCT SIDEWALK AS

NECESSARY TO ACHIEVE THIS ELEVATION

RESTRIPE 3 STALLS

FOR 2 ABA STALLS

AND PROVIDE NEW

SIGNAGE

6" SLCCP (TYP.)

12" SLCCP (TYP.)

CLEANOUT (TYP.)

SS SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

CATCH BASIN

BUILDING ADDITION FOOTPRINT

PROPOSED LEGEND

SD STORM SEWER LINE

CLEAN OUTCO

RD ROOF DRAIN

OWS 1500 GAL OIL/WATER/SAND SEPARATOR

CONCRETE PAVEMENT

ABA PARKING STALL

ENDWALL

> DRAINAGE DITCH

ABA PARKING SIGN

ABA CURB RAMP

GENERAL NOTES

1. THE INFORMATION ON THIS DRAWING IS PRELIMINARY AND

NOT TO BE USED FOR CONSTRUCTION. THE CONTRACTOR WILL

BE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THE FINAL

PROJECT SCOPE AND IT'S DESIGN AND CONSTRUCTION

REQUIREMENTS. THIS DOCUMENT IS NOT INTENDED TO

CONVEY AN DESIGN; RATHER, ONLY SCOPE AND PRELIMINARY

COST ESTIMATING. THE CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL FIELD CONDITIONS AND IS RESPONSIBLE FOR THE

COMPLETE DESIGN AND CONSTRUCTION OF THE PROJECT.

EXISTING CONDITIONS INFORMATION SHOWN ON THESE

DRAWINGS ARE BASED ON AVAIALBLE A SURVEY PERFORMED BY

WHITE HAWK ENGINEERS PROVIDED ON JANUARY 13, 2025, AND

ON AERIAL IMAGERY AND DOCUMENTATION PROVIDED IN THE

REQUEST FOR PROPOSAL ATTACHMENTS OR PUBLICALLY

AVAILABLE INFORMATION

X X

C OC O C OC O

MH-SANITARY SEWER

RIM=791.30'

FULL OF WATER - INVERT SIZE/TYPE COULD

NOT BE DETERMINED

TURF

BORE HOLE:"B-1"

GROUND ELEV: 790.50'

NORTH APRON

SOUTH APRON

SSx SSx SSx

SSx SSx

SSx

(B Y

(BY RECORD)

790.17

790.91

790.35

790.29

790.66

790.15

789.61

789.97

790.94

790.37

NEW CONCRETE PAVEMENT

3,045 SQ'

NEW CONCRETE PAVEMENT

2,138 SQ'

DEMOLISH UTILITIES AS REQUIRED FOR NEW

BUILDING CONSTRUCTION. UTILITIES SHALL BE

INTERNALLY CONNECTED TO THE NEW ADDITION,

OR CONNECTED TO THE PROPOSED OUTSIDE OF

THE BUILDING ENVELOPE.

15" SLCCP (TYP.)

8" PVC SANITARY

SEWER (TYP.)

STORM SEWER MANHOLE

1500 GAL OIL/WATER /SAND

SEPARATOR

STONE FILLED SUMP

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

O F

R S

R M

N L

J R

P L, LO

E, K Y

T C

O V, T X

/ M

C E

T D

E D

C H

R .D

-0

R . P

C-402

KEY PLAN

SCALE: N.T.S.

KEY PLAN

SCALE:H9 ENLARGED PLAN

1" = 20'

SCALE:A1 ENLARGED PLAN

1" = 20'

N N

CONCRETE TO BE DEMOLISHED

UTILITY TO BE DEMOLISHED

UTILITY / SITE FEATURE TO BE DEMOLISHED

-1 0X

.D W

2/ 6/

2Q R

_P la ns _P h1 -0

CONCRETE BLOCK

SECTIONS/ SECTIONAL DETAILS

CAST-IN-PLACE-CONCRETE

STRUCTURAL/MISCELLANEO

US STEEL

EARTH

GRAVEL/ENGINEERED

FILL

STONE, OR NATURAL

BUILDING STONE

PLASTER OR GYPSUM

BOARD, OR EXTERIOR

SHEATHING

BATT INSULATION

ROOF, TAPERED, CAVITY OR

RIGID INSULATION

FINISHED WOOD TRIM

PLYWOOD

CAVITY DRAINAGE MATERIAL

SYMBOLS

CALLOUT PLAN,

SECTION OR DETAIL

BUILDING SECTION

WALL SECTION

INTERIOR SECTION

DETAIL SECTION

INTERIOR EXTERIOR

ELEVATIONS

VIEW TITLE# SCALE:

VIEW CALLOUT

COLUMN GRID LABEL -

NEW

COLUMN GRID LABEL -

EXISTING

REVISION

ROOM TAG

DOOR TAG - SEE

SCHEDULE

PARTITION TYPE#X#.#

ROOM NAME

##.## KEYNOTE

TOILET ROOM

ACCESSORIES

ELEVATION MARK

DENOTES ABOVE, BELOW,

OR BEHIND

WINDOW TYPE

ACCESSIBLE TOILET STALL

RECYCLING

COLLECTION AREA

LEVEL LINE

SLOPE

CENTER LINE

FLOOR TRANSITION

ROOF SLOPE ARROW

SPOT ELEVATION

NORTH ARROW

PLAN

NORTH

US Army Corps of Engineers ®

SHEET ID

D R

N B Y:

B Y:

D B Y:

C H

D B Y:

C O N

T N O

N N O

3 5 7 9 11 13 15 17 19

C R

O N

Fi le P at h:

2 4 6 8 10 12 14 16 18 20

U S A R M Y C O R

O F

R S

E D

D R M

N L U

G J R P L, LO

E, K Y

C E

D R

R A R M Y R

(E C S)

N O R

O S, T X

G B

O T D

E D se rs \K ar en .R ut te r\D oc um en ts \F t C av az os _k ar en .ru tte r4

.rv t

2/ 7/ 2:

A-001

O N S

W R P

U S-

A- A-

-0 2-

(Master) Abbreviations Abbreviation Description

__________ A __________

& AND

< ANGLE

@ AT

A/ ABOVE

ACP ACOUSTIC CEILING PANEL

ADJ ADJACENT, ADJUSTABLE

AED AUTOMATED EXTERNAL DEFIBRILLATOR

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

APPROX APPROXIMATE(LY)

ARCH ARCHITECT OR ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING

MATERIAL

ATTEN ATTENUATE, ATTENUATION

AVG AVERAGE

__________ B __________

B/ BOTTOM OF

B/C BOTTOM OF CURB

BC BASE CABINET

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BSMT BASEMENT

__________ C __________

[ CHANNEL

C/ CENTER OF

CAB CABINET

CC CENTER TO CENTER

CG CORNER GUARD

CJ CORNER JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CP COPIER

CT CERAMIC TILE

CY CUBIC YARD

__________ D __________

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DW DISHWASHER

DWG DRAWING

__________ E __________

E EAST

EA EACH

EB EDGE BANDING

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSE(URE)

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP BLT EXPANSION BOLT

EXT EXTERIOR

__________ F __________

< FABRIC

F/F FACE TO FACE

(Master) Abbreviations Abbreviation Description

FAX FACSIMILE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FL FLOOR

FL CO FLOOR CLEANOUT

FP FIRE PROTECTION

FPRF FIREPROOF(ING)

FR FIRE RATED OR FRAME

FT FOOT/FEET

_______…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 26, 2025.