W912QR24R0049_PH2_CERT_FINAL_VOL2-0002.pdf

PDF 45 MB Posted Aug 2, 2024

Attached to: Seagoville, Texas - Army Reserve Center
Solicitation number: W912QR24R0049
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Aug 2, 2024

This document is a Certification for Volume 2 of the solicitation for the Design and Construction of the Maintenance / Repair, Army Reserves (MRAR) of an Army Reserve Center (ARC) in Seagoville, Texas. The solicitation number is W912QR24R0049, and the federal contract opportunity ID is 30e1d91eebe2464db04a87274e441280. The Department of the Army Corps of Engineers Engineering District Louisville is the procuring agency.

The certification document outlines the required technical and administrative information to be submitted by offerors, including technical approach, corporate experience, key personnel, and past performance. Offerors must also provide a price proposal, labor hours, and applicable rates. The proposal is due on April 5, 2024, and the anticipated award date is June 14, 2024. The contract will be a firm-fixed-price award with a period of performance of 720 calendar days from the notice to proceed.

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File	Type	Posted
W912QR24R0049_PH2_AppendixR-0004.pdf	PDF	Aug 30, 2024
W912QR24R0049_PH2_AppendixS-0004.pdf	PDF	Aug 30, 2024
W912QR24R0049_PH2_CERTFinal_Specs-0004.pdf	PDF	Aug 30, 2024
W912QR24R0049-0003.pdf	PDF	Aug 28, 2024
W912QR24R0049_PH2_CERT_FINAL_VOL3-0002.pdf	PDF	Aug 2, 2024
W912QR24R0049_PH2_CERT_FINAL_VOL1-0002.pdf	PDF	Aug 2, 2024
W912QR24R0049-0001.pdf	PDF	Jul 15, 2024
W912QR24R0049_PH1-0000.pdf	PDF	Jun 20, 2024

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Solicitation For Army Reserve Center P-1001, Seagoville, TX

P2: 515203

Design-Build

Specifications Vol. 2 of 3 (Appendices)

20 June 2024

W912QR24R0049

Phase 1

02 August 2024

W912QR24R0049-0002

Phase II Certified Final ARIMS: 200A Disposition: Maintain for 15yrs after construction.

W912QR24R0049_PH2_CERT_FINAL_VOL2-0002

This Page Intentionally Left Blank

P2 #515203 Army Reserve Center P-1001 Seagoville, TX

TOC - 1

CERTIFIED FINAL

DESIGN/BUILD RFP FOR

ARMY RESERVE CENTER P-1001 – SEAGOVILLE, TX

TABLE OF CONTENTS

Volume 1 of 3 - Division 00 and Division 01

Division 00 – Procurement and Contracting Requirements

Solicitation, Offer and Award (SF 1442)

00010 Solicitation Contract Form

00 80 00.00 06 Special Provisions

00 80 00.01 06 Attachments

Submittal Register

Division 01 – General Requirements

01 02 00.00 48 Statement of Work

01 02 00.00 48 Part 1 - Design Objectives, and Functional and Area Requirements

01 02 00.00 48 Part 2 – Applicable Criteria and Coordination with Local Authorities

01 02 00.00 48 Part 3 - Site Civil Design

01 02 00.00 48 Part 4 - Site Electrical Design

01 02 00.00 48 Part 5 - Landscape Architecture Design – NOT USED

01 02 00.00 48 Part 6 - Architectural and Interior Design

01 02 00.00 48 Part 7 – Structural Design

01 02 00.00 48 Part 8 – Thermal Design

01 02 00.00 48 Part 9 – Plumbing Design

01 02 00.00 48 Part 10 – Electrical Design

01 02 00.00 48 Part 11 – HVAC Design

01 02 00.00 48 Part 12 - Energy Conservation and Sustainable Design

01 02 00.00 48 Part 13 - Fire Protection Design

01 02 00.00 48 Part 14 – Commissioning and Building Envelope Sealing

01 02 00.00 48 Part 15 - Telecommunications

TOC - 2

Volume 2 of 3 - APPENDICES to the RFP Statement of Work

APPENDIX A PROJECT DRAWINGS

APPENDIX B AREA SUMMARY

APPENDIX C ROOM BY ROOM SUPPLEMENTAL INSTRUCTIONS

APPENDIX D PLUMBING FIXTURE COUNT

APPENDIX E FIRE HYDRANT FLOW TEST REPORT

APPENDIX F NOT USED

APPENDIX G SAMPLE FORM 1354

APPENDIX H RST COLOR BOARDS

APPENDIX J FIRE PROTECTION / LIFE SAFETY CODE SUBMITTAL FORMAT

APPENDIX K PERMIT MATRIX

APPENDIX L GEOTECHNICAL ANALYSIS

APPENDIX M GEOPHYSICAL ANALYSIS

APPENDIX N HAZMAT REPORT

APPENDIX P DOD MINIMUM ANTITERRORISM CONSTRUCTION STANDARDS

CHECKLIST VERSION 4

APPENDIX Q ADVANCED METER REQUIREMENTS

TOC - 3

Volume 3 of 3 - Division 01 (continued), Division 02 – Existing Conditions, and Divisions

03 through 40 RFP Outline Technical Specifications

01 03 00.00 48 Design Submission Requirements After Award

01 04 00.00 48 The Design/Build Process

01 32 01.00 06 Project Schedule

01 33 00 Submittal Procedures

01 33 29.00 06 Sustainability Reporting

01 35 26.00 06 Government Safety Requirements

01 42 00 Sources for Reference Publications

01 45 00.15 10 Resident Management System Contractor Mode (RMS CM)

01 45 04.10 06 Contractor Quality Control

01 45 35 Special Inspections

01 46 00.00 06 Total Building Commissioning

01 50 00 Temporary Construction Facilities and Controls

01 57 19.00 06 Temporary Environmental Controls and Permits

01 74 19 Construction Waste Management and Disposal

01 78 23 Operation and Maintenance Data

Division 02 – Existing Conditions

02 41 00 Demolition

02 82 00 Asbestos Remediation (to be edited by DOR after award)

02 83 13.00 06 Lead in Construction (to be edited by DOR after award)

02 84 16 Handling of Lighting Ballasts and Lamps Containing PCBs and

Mercury (to be edited by DOR after award)

02 84 33 Removal and Disposal of Polychlorinated Biphenyls (PCBs) (to be edited by

DOR after award)

Divisions 03 through 40 RFP Outline Technical Specifications

See separate Table of Contents with RFP Outline Technical Specifications in Volume 3

Project Drawings

APPENDIX A

SITE LOCATION

PROJECT LOCATION

701 W Simonds Rd, Seagoville, TX 75159

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

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R A

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N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

US Army Corps of Engineers ®

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

U N

D S

T A

T E

S A

R M

Y R

E S

E R

V E

C E

N T

E R

E A

G O

L E

X A

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Y R

E S

E R

V E

C E

N T

E R

T R

B U

-1

D E

N B

D R

F P

S O

U S

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F E

N G

E R

L O

L E

T R

R M

A R

L U

T H

E R

G J

R P

L O

L E

H A

E L B

A K

E R

I N

T E

R N

A T

A L

D R

M O

O N

T O

W N

S H

C E

R T

D F

L D

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4, PN : 100847

/1 R e p a ir B u ild in g s

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T ra in in g F a c ili ti e s /1

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M G

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K C

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-0

SOLICITATION FOR DESIGN BUILD

MAINTENANCE, AND RENOVATION ARMY RESERVE CENTER

P2 #515203

SEAGOVILLE, TX.

C O

V E

R S

H E

E T

CERTIFIED FINAL DESIGN

JULY 24, 2024

INDEX OF DRAWING

G-001 COVERSHEET

C-001 ABBREVIATIONS AND LEGENDS

V-100 EXISTING PLAN OVERVIEW

V-101 EXISTING PLAN

V-102 EXISTING PLAN

V-103 EXISTING PLAN

CD100 DEMOLITION PLAN OVERVIEW

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CS100 SITE PLAN OVERVIEW

CS101 SITE PLAN

CS102 SITE PLAN

CS103 SITE PLAN

AD101 DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-201 ELEVATIONS

IF-110 FURNITURE - 1ST FLOOR PLAN

DRAWING ABBREVIATIONS

AVE AVENUE

C/C CENTER-TO-CENTER

C/L CHAIN LINK (FENCE)

CATV CABLE TELEVISION

COMM COMMUNICATION

CONC CONCRETE

CSTR OUTLET CONTROL STRUCTURE

CY CUBIC YARD

DI DUCTILE IRON

DIA DIAMETER

DIP DUCTILE IRON PIPE

DP DEEP

DWTD DETECTABLE WARNING TRUNCATED DOME

E EAST

E.C. EPOXY COATED

EM ELECTRIC METER

EX EXISTING

FH FIRE HYDRANT

FL FLOW LINE

FT FEET

GM GAS METER

GV GAS VALVE

GW GUY WIRE

LF LINEAR FEET

INV INVERT

LT LEFT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

NTS NOT TO SCALE

POE POINT OF END

POT POINT OF TANGENT

PROP PROPOSED

PVC POLYVINYL CHLORIDE (PIPE)

PVT PRIVATE

RCP REINFORCED CONCRETE PIPE

RT RIGHT

R/W RIGHT-OF-WAY

SAN SEWER

SCH SCHEDULE

ST STREET

TCP THERMOPLASTIC COMPOSITE PIPE

TRANS TRANSFORMER

VCP VITRIFIED CLAY PIPE (SEWER)

VP VENT PIPE

W/ WITH

W WEST

WB WATER BOX

WQF WATER QUALITY FILTER

WV WATER VALVE

UTILITY LEGEND

W W WATER LINE

SS SANITARY SEWER (PVT)

GATE VALVE

SD STORM SEWER LINE

STORM MANHOLE

STORMCEPTER STRUCTURE

SSx

SDx

Gx Gx

Eux

EXISTING WATERMAIN

EXISTING FIRE HYDRANT

EXISTING TEE

EXISTING WATER VALVE

EXISTING IRRIGATION WATER LINE

EXISTING SANITARY SEWER

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER

EXISTING STORM MANHOLE

EXISTING STORM INLET

EXISTING OVERHEAD ELECTRIC LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING ELECTRIC VAULT

EXISTING JUNCTION BOX

EXISTING LIGHT POLE

EXISTING UNDERGROUND CABLE TV LINE (COMCAST)

EXISTING HANDHOLE

EXISTING NATURAL GAS LINE

EXISTING NATURAL GAS VALVE

EXISTING FENCE

EXISTING PROPERTY LINE

EXISTING RIGHT-OF-WAY

EXISTING TREE

X X

SSX SSX

SDX SDX

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING PLAN LEGEND

EXISTING UNDERGROUND TELECOM LINE (VERIZON)

TEE

FP FP FIRE PROTECTION LINE

THRUST BLOCK

SANITARY CLEANOUT

Cu Cu TELECOM LINE

TELECOM HANDHOLE

EXISTING SIGN

EXISTING LIMIT OF DISTURBANCE

EXISTING NPDES BOUNDARY

EXISTING COMBINED SEWER

G G GAS LINE

Eu Eu ELECTRIC CONDUIT

CSx CSx

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

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B U

S, S

A R

M Y

T R

B U

T D

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4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

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-A .rv t

O M

C O

D . B

N . S

R U S-

EXISTING TRANSFORMERTRANS

EXISTING SEWER MANHOLE

N S

- R

C-001

33' AT

33' AT33' AT

33' AT33' AT33' AT

' A

' A T

' A

33' AT

33' AT 33' AT 33' AT

33' AT 33' AT

33' AT

33' AT33' AT33' AT33'

' A

' A T

' A

33' AT 33' AT 33' AT 33' AT

33' AT

33' AT 33' AT

33' AT

33' AT33' AT

' A

' A T

33' AT

' A

' A T

33' AT 33' AT 33' AT

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

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B U

S, S

A R

M Y

T R

B U

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4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

G C

O N

V-100

NOTE:

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.

' A

' A T

' A

' A T

' A

' A T

' A

' A T

' A

' A T

33' AT

33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

33' AT33' AT33' AT33' AT

33' AT33' AT

33' AT

33' AT33' AT33' AT33' AT

33'

' A

' A T

' A

' A T

' A

' A T

33' AT

' A

' A T

' A

' A T

' A

33'

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

Cux Cux

Cux

Cu x

Cu x Cux

Cux

EXISTING CONDITIONS

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 A 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.

2. EXISTING CONDITIONS INFORMATION SHOWN ON THIS

DRAWING IS BASED ON SURVEY DATA COLLECTED IN

FEBRUARY 2024 BY WHITE HAWK ENGINEERING AS WELL AS

AVAILABLE AERIAL IMAGERY AND DOCUMENTATION

PROVIDED IN THE REQUEST FOR PROPOSAL ATTACHMENTS.

THE BASIS OF BEARING IS THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH

AMERICAN DATUM 1983 (NAD 83)(2010). NAVD 1988 GEOID 12B,

U.S. SURVEY FEET.

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

G C

O N

V-101

C H

- S

T V-

C H

- S

T V-

MATCHLINE - SEE SHEET V-103

33' AT

33' AT33' AT33' AT33' AT33' AT

' A

33' AT33' AT33' AT33' AT33' AT33' AT33' AT

33'

' A

' A T

' A

' A T

' A

' A T

' A

' A T

' A

33'

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

33' AT33' AT33' AT33' AT33' AT33' AT33' AT33' AT33' AT33' AT

' A

33' AT

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

Cux

Cux Cux

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

Cux Cux

Cux

EXISTING CONDITIONS

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 A 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.

2. EXISTING CONDITIONS INFORMATION SHOWN ON THIS

DRAWING IS BASED ON SURVEY DATA COLLECTED IN

FEBRUARY 2024 BY WHITE HAWK ENGINEERING AS WELL AS

AVAILABLE AERIAL IMAGERY AND DOCUMENTATION

PROVIDED IN THE REQUEST FOR PROPOSAL ATTACHMENTS.

THE BASIS OF BEARING IS THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH

AMERICAN DATUM 1983 (NAD 83)(2010). NAVD 1988 GEOID 12B,

U.S. SURVEY FEET.

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

G C

O N

V-102

C H

- S

T V-

Wx Wx

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

W x

EXISTING CONDITIONS

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 A 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.

2. EXISTING CONDITIONS INFORMATION SHOWN ON THIS

DRAWING IS BASED ON SURVEY DATA COLLECTED IN

FEBRUARY 2024 BY WHITE HAWK ENGINEERING AS WELL AS

AVAILABLE AERIAL IMAGERY AND DOCUMENTATION

PROVIDED IN THE REQUEST FOR PROPOSAL ATTACHMENTS.

THE BASIS OF BEARING IS THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH

AMERICAN DATUM 1983 (NAD 83)(2010). NAVD 1988 GEOID 12B,

U.S. SURVEY FEET.

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

G C

O N

V-103

NMATCHLINE - SEE SHEET V-101

MATCHLINE - S

EE SHEET V-101

33' AT

33' AT33' AT

33' AT33' AT33' AT

' A

' A T

' A

33' AT

33' AT 33' AT 33' AT

33' AT 33' AT

33' AT

33' AT33' AT33' AT33'

' A

' A T

' A

33' AT 33' AT 33' AT 33' AT

33' AT

33' AT 33' AT

33' AT

33' AT33' AT

' A

' A T

33' AT

' A

' A T

33' AT 33' AT 33' AT

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

N P

CD100

NOTE:

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.

' A

' A T

' A

' A T

' A

' A T

' A

' A T

' A

' A T

33' AT

33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

33' AT33' AT33' AT33' AT

33' AT33' AT

33' AT

33' AT33' AT33' AT33' AT

33'

' A

' A T

' A

' A T

' A

' A T

33' AT

' A

' A T

' A

' A T

' A

33'

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

Cux Cux

Cux

Cu x

Cu x Cux

Cux

Cux Cux

Cux

Cu x

Cu x Cux

Cux

X X

DEMOLITION PLAN

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 A 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.

2. EXISTING CONDITIONS INFORMATION SHOWN ON THIS

DRAWING IS BASED ON SURVEY DATA COLLECTED IN

FEBRUARY 2024 BY WHITE HAWK ENGINEERING AS WELL AS

AVAILABLE AERIAL IMAGERY AND DOCUMENTATION

PROVIDED IN THE REQUEST FOR PROPOSAL ATTACHMENTS.

THE BASIS OF BEARING IS THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH

AMERICAN DATUM 1983 (NAD 83)(2010). NAVD 1988 GEOID 12B,

U.S. SURVEY FEET.

3. BASE PROPOSAL 0003: PRUNE OR REMOVE ALL SHRUBS

WITHIN THE UNOBSTRUCTED AREA AROUND THE BUILDING(S).

4. NO DEMOLITION IS TO TAKE PLACE PRIOR TO COORDINATION

WITH THE PROJECT'S CONTRACTING OFFICER.

5. COORDINATE ALL UTILITY DISCONNECTIONS AND SHUTOFFS

WITH THE UTILITY OWNER PRIOR TO UTILITY TERMINATION.

6. NO UTILITIES ARE TO BE DEMOLISHED OR REMOVED FROM

SERVICE PRIOR TO INSTALLATION AND ACTIVATION OF NEW

SERVICE.

DEMOLITION PLAN KEYED NOTES

DEMOLISH EXISTING SIDEWALK

DEMOLISH EXISTING CURB

DEMOLISH EXISTING ASPHALT PAVEMENT

DEMOLISH EXISTING CONCRETE PAVEMENT

DEMOLISH EXISTING TRANSFORMER

DEMOLISH EXISTING ELECTRICAL DUCT BANK

EXISTING CANOPY STRUCTURE TO REMAIN

SAWCUT

COVERED BREAK AREA TO REMAIN

REMOVE EXISTING TREE

CLEAR AND GRUB

DEMOLISH EXISTING LIGHTPOLE

DEMOLISH ABANDONED SOLAR TANK

DEMOLISH EXISTING ELECTRICAL OVERHEAD LINES

DEMOLISH EXISTING EQUIPMENT ENCLOSURE

EXISTING (2) 4 INCH CONDUIT. REMOVE THE EXISTING WIRE

FROM THE DUCTS. DUCTS TO BE REUSED TO PROVIDE UPDATED

BUILDING TELECOMMUNICATION SERVICE

DEMOLITION LEGEND

**NOT ALL PAVEMENT TYPES MAY APPEAR ON SHEET**

PAVEMENT REMOVAL AREA

SIDEWALK / CONCRETE REMOVAL

AREA

REMOVE UTILITY / SITE FEATURE

XXXX

REMOVE UTILITY / SITE FEATURE

CLEAR AND GRUB

REMOVE EXISTING CURB

SAW CUT

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

N P

CD101

C H

- S

T C

C H

- S

T C

MATCHLINE - SEE SHEET CD103

33' AT

33' AT33' AT33' AT33' AT33' AT

' A

33' AT33' AT33' AT33' AT33' AT33' AT33' AT

33'

' A

' A T

' A

' A T

' A

' A T

' A

' A T

' A

33'

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

33' AT33' AT33' AT33' AT33' AT33' AT33' AT33' AT33' AT33' AT

' A

33' AT

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

Cux

Cux Cux

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

Cux Cux

Cux

Cux Cux

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

Cux Cux

Cux

OPTION

PROPOSAL 0009

DEMOLITION PLAN

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 A 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.

2. EXISTING CONDITIONS INFORMATION SHOWN ON THIS

DRAWING IS BASED ON SURVEY DATA COLLECTED IN

FEBRUARY 2024 BY WHITE HAWK ENGINEERING AS WELL AS

AVAILABLE AERIAL IMAGERY AND DOCUMENTATION

PROVIDED IN THE REQUEST FOR PROPOSAL ATTACHMENTS.

THE BASIS OF BEARING IS THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH

AMERICAN DATUM 1983 (NAD 83)(2010). NAVD 1988 GEOID 12B,

U.S. SURVEY FEET.

3. BASE PROPOSAL 0003: PRUNE OR REMOVE ALL SHRUBS

WITHIN THE UNOBSTRUCTED AREA AROUND THE BUILDING(S).

4. NO DEMOLITION IS TO TAKE PLACE PRIOR TO COORDINATION

WITH THE PROJECT'S CONTRACTING OFFICER.

5. COORDINATE ALL UTILITY DISCONNECTIONS AND SHUTOFFS

WITH THE UTILITY OWNER PRIOR TO UTILITY TERMINATION.

6. NO UTILITIES ARE TO BE DEMOLISHED OR REMOVED FROM

SERVICE PRIOR TO INSTALLATION AND ACTIVATION OF NEW

SERVICE.

DEMOLITION PLAN KEYED NOTES

DEMOLISH EXISTING SIDEWALK

DEMOLISH EXISTING CURB

DEMOLISH EXISTING ASPHALT PAVEMENT

DEMOLISH EXISTING CONCRETE PAVEMENT

DEMOLISH EXISTING TRANSFORMER

DEMOLISH EXISTING ELECTRICAL DUCT BANK

EXISTING CANOPY STRUCTURE TO REMAIN

SAWCUT

COVERED BREAK AREA TO REMAIN

REMOVE EXISTING TREE

CLEAR AND GRUB

DEMOLISH EXISTING LIGHTPOLE

DEMOLISH ABANDONED SOLAR TANK

DEMOLISH EXISTING ELECTRICAL OVERHEAD LINES

DEMOLISH EXISTING EQUIPMENT ENCLOSURE

EXISTING (2) 4 INCH CONDUIT. REMOVE THE EXISTING WIRE

FROM THE DUCTS. DUCTS TO BE REUSED TO PROVIDE UPDATED

BUILDING TELECOMMUNICATION SERVICE

DEMOLITION LEGEND

**NOT ALL PAVEMENT TYPES MAY APPEAR ON SHEET**

PAVEMENT REMOVAL AREA

SIDEWALK / CONCRETE REMOVAL

AREA

REMOVE UTILITY / SITE FEATURE

XXXX

REMOVE UTILITY / SITE FEATURE

CLEAR AND GRUB

REMOVE EXISTING CURB

SAW CUT

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

N P

CD102

C H

- S

T C

Wx Wx

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

W x

Wx Wx

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

W x

2 3

OPTION

PROPOSAL 0007

OPTION

PROPOSAL 0007

DEMOLITION PLAN

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 A 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.

2. EXISTING CONDITIONS INFORMATION SHOWN ON THIS

DRAWING IS BASED ON SURVEY DATA COLLECTED IN

FEBRUARY 2024 BY WHITE HAWK ENGINEERING AS WELL AS

AVAILABLE AERIAL IMAGERY AND DOCUMENTATION

PROVIDED IN THE REQUEST FOR PROPOSAL ATTACHMENTS.

THE BASIS OF BEARING IS THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH

AMERICAN DATUM 1983 (NAD 83)(2010). NAVD 1988 GEOID 12B,

U.S. SURVEY FEET.

3. BASE PROPOSAL 0003: PRUNE OR REMOVE ALL SHRUBS

WITHIN THE UNOBSTRUCTED AREA AROUND THE BUILDING(S).

4. NO DEMOLITION IS TO TAKE PLACE PRIOR TO COORDINATION

WITH THE PROJECT'S CONTRACTING OFFICER.

5. COORDINATE ALL UTILITY DISCONNECTIONS AND SHUTOFFS

WITH THE UTILITY OWNER PRIOR TO UTILITY TERMINATION.

6. NO UTILITIES ARE TO BE DEMOLISHED OR REMOVED FROM

SERVICE PRIOR TO INSTALLATION AND ACTIVATION OF NEW

SERVICE.

DEMOLITION PLAN KEYED NOTES

DEMOLISH EXISTING SIDEWALK

DEMOLISH EXISTING CURB

DEMOLISH EXISTING ASPHALT PAVEMENT

DEMOLISH EXISTING CONCRETE PAVEMENT

DEMOLISH EXISTING TRANSFORMER

DEMOLISH EXISTING ELECTRICAL DUCT BANK

EXISTING CANOPY STRUCTURE TO REMAIN

SAWCUT

COVERED BREAK AREA TO REMAIN

REMOVE EXISTING TREE

CLEAR AND GRUB

DEMOLISH EXISTING LIGHTPOLE

DEMOLISH ABANDONED SOLAR TANK

DEMOLISH EXISTING ELECTRICAL OVERHEAD LINES

DEMOLISH EXISTING EQUIPMENT ENCLOSURE

EXISTING (2) 4 INCH CONDUIT. REMOVE THE EXISTING WIRE

FROM THE DUCTS. DUCTS TO BE REUSED TO PROVIDE UPDATED

BUILDING TELECOMMUNICATION SERVICE

DEMOLITION LEGEND

**NOT ALL PAVEMENT TYPES MAY APPEAR ON SHEET**

PAVEMENT REMOVAL AREA

SIDEWALK / CONCRETE REMOVAL

AREA

REMOVE UTILITY / SITE FEATURE

XXXX

REMOVE UTILITY / SITE FEATURE

CLEAR AND GRUB

REMOVE EXISTING CURB

SAW CUT

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

N P

CD103

NMATCHLINE - SEE SHEET CD101

MATCHLINE - S

EE SHEET CD101

33' AT

33' AT33' AT

33' AT33' AT33' AT

' A

' A T

' A

33' AT

33' AT 33' AT 33' AT

33' AT 33' AT

33' AT

33' AT33' AT33' AT33'

' A

' A T

' A

33' AT 33' AT 33' AT 33' AT

33' AT

33' AT 33' AT

33' AT

33' AT33' AT

' A

' A T

33' AT

' A

' A T

33' AT 33' AT 33' AT

Cux

Cux Cux Cux Cux

Cux

W x

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

W x

WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx

Cux Cux

Cu x

Cux

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

N O

CS100

NOTE:

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.

MILL AND OVERLAY

X X

' A

' A T

' A

' A T

' A

' A T

' A

' A T

' A

' A T

33' AT

33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

33' AT33' AT33' AT33' AT

33' AT33' AT

33' AT

33' AT33' AT33' AT33' AT

33'

' A

' A T

' A

' A T

' A

' A T

33' AT

' A

' A T

' A

' A T

' A

33'

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

Cux Cux

Cux

Cu x

Cu x Cux

Cux

OPTION

PROPOSAL 0006

SITE PLAN 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.

2. EXISTING CONDITIONS INFORMATION SHOWN ON THIS

DRAWING IS BASED ON SURVEY DATA COLLECTED IN

FEBRUARY 2024 BY WHITE HAWK ENGINEERING AS WELL AS

AVAILABLE AERIAL IMAGERY AND DOCUMENTATION

PROVIDED IN THE REQUEST FOR PROPOSAL ATTACHMENTS.

THE BASIS OF BEARING IS THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH

AMERICAN DATUM 1983 (NAD 83)(2010). NAVD 1988 GEOID 12B,

U.S. SURVEY FEET.

3. BASE PROPOSAL 0004: PROVIDE ALL-WEATHER GROUND

ACCESS TO BUILDING P-1001 IN ACCORDANCE WITH UFC

3-600-01 §9-1.1.

4. BASE PROPOSAL 0004: REPLACE SIDEWALKS AS NECESSARY

WITHIN THE LIMITS OF WORK TO MEET ABA REGULATIONS.

5. BASE PROPOSAL 0004: INSTALL SCREEN OR ENCLOSURE IN

ACCORDANCE WITH UFC 4-010-01 §3-3.5 AND §3-3.6.

6. AT/FP STANDOFF INDICATED ON THE SITE PLAN WILL BE

DEPENDENT ON THE CONSTRUCTION TYPE SELECTED BY THE

CONTRACTOR AND THE DESIGN BASIS THREAT INCLUDED

TYPES OF WALLS, WINDOWS, GLAZING, DOORS, ETC.

GRADING AND/OR ELEVATIONS ARE NOT REQUIRED.

7. BASE PROPOSAL 0004: ADJUST EXTERIOR GRADE AS

NECESSARY TO PROVIDE A 6 INCH MINIMUM VERTICAL

SEPARATION BELOW THE FINISHED FLOOR ELEVATION IN

ACCORDANCE WITH UFC 1-200-01 §2-18-1.

8. BASE PROPOSAL 0004: ADJUST SITE GRADING TO PROVIDE A

5 PERCENT SLOPE A MINIMUM DISTANCE OF 10 FEET OUTSIDE

OF THE BUILDING IN ACCORANCE WITH IBC §1804.4.

10. BASE PROPOSAL 0005: INSTALL A PERIMETER STORM SEWER

SYSTEM AROUND BUILDING P-1001 THAT COLLECTS AND

CONVEYS STORMWATER AWAY FROM THE BUILDING IN

ACCORDANCE WITH UFC REQUIREMENTS. CONNECT ALL

ROOF DOWNSPOUTS FROM BUILDING P-1001 INTO THE NEW

PERIMETER STORM SEWER SYSTEM.OPTIONAL PROPOSAL 0009: CONCRETE

PAVEMENT

BASE PROPOSAL 0003 & OPTIONAL

PROPOSAL 0007: ASPHALT PAVEMENT

BASE PROPOSAL 0003 & OPTIONAL

PROPOSAL 0009: SIDEWALK

SITE PLAN LEGEND

**NOT ALL PAVEMENT TYPES MAY APPEAR ON SHEET**

OPTIONAL PROPOSAL 0006: MILL AND

OVERLAY

BASE PROPOSAL 0003: 10 FOOT

GRAVEL NO-MOW STRIP

SITE PLAN KEYED NOTES

BASE PROPOSAL 0004 AND OPTIONAL PROPOSAL 0014: INSTALL CURB

BASE PROPOSAL 0004: ABA RAMP

BASE PROPOSAL 0004: CONCRETE SIDEWALK

BASE PROPOSAL 0004 AND OPTIONAL PROPOSAL 0014: ASPHALT

PAVEMENT

BASE PROPOSAL 0004: PROVIDE SCREEN OR ENCLOSURE (SEE NOTE 5

THIS SHEET)

OPTIONAL PROPOSAL 0016: CONCRETE PAVEMENT FOR A 60'X40' MKT

PAD. PROVIDE DOMESTIC WATER, ELECTRIC, AND SANITARY SEWER

CONNECTIONS. PROVIDE DESIGN IN ACCORDANCE WITH THE LATEST

VERSION OF THE AR DESIGN GUIDE.

OPTIONAL PROPOSAL 0009: CONCRETE PAVEMENT

OPTIONAL PROPOSALS 0010 & 0014: PARKING LOT STRIPING

OPTIONAL PROPOSAL 0014: POTENTIAL LOCATION OF STORMWATER

CONTROL BEST MANAGEMENT PRACTICE (CONTRACTOR IS FULLY

RESPONSIBLE FOR DESIGN AND PERMITTING OF FINAL BMP - THIS BMP

LOCATION IS NOT INTENDED TO CONVEY DESIGN REQUIREMENTS OR

INFORMATION FOR BIDDING; RATHER, IS INTENDED TO APPROXIMATE

THE POSSIBLE LOCATION)

BASE PROPOSAL 0004: INSTALL EMERGENCY ACCESS IN ACCORDANCE

WITH NOTE 3 OF THIS SHEET.

BASE PROPOSAL 0004: INSTALL 10 FOOT WIDE GRAVEL NO-MOW STRIP.

OPTIONAL PROPOSAL 0014: PROVIDE NEW LED LIGHT HEADS TO EXISTING

LIGHT POLE

OPTIONAL PROPOSAL 0010: REPLACE EXISTING LIGHT POLE WITH A NEW

LIGHT POLE WITH LED LIGHT HEAD

OPTIONAL PROPOSAL 0007: POTENTIAL LOCATION OF FIRE WATER

STORAGE TANK(S), IF REQUIRED TO IMPROVE THE RELIABILITY OF THE

WATER SUPPLY, SHALL BE PROVIDED AND SIZED IN ACCORDANCE WITH

UFC 3-600-01. LOCATION TO BE CONFIRMED, IF NECESSARY, DURING

FINAL DESIGN.

OPTIONAL PROPOSAL 0007: POTENTIAL LOCATION OF FIRE PUMP HOUSE

OPTIONAL PROPOSAL 0016: LOCATE AN EXTERIOR HOSE BIBB ON THE

BUILDING EXTERIOR IF THE PAD IS LOCATED NEAR THE BUILDING AND

LOCATE A BRACED FREEZE-PROOF YARD HYDRANT IF LOCATED

REMOTELY.

OPTIONAL PROPOSAL 0016: PROVIDE DEDICATED ELECTRICAL SERVICE

TO THE MKT PAD FROM THE EXISTING ELECTRIC ROOM. THE SERVICE

SHOULD CONSIST OF A WEATHERPROOF, 100-AMP, 208 VOLT, 3-PHASE,

4-WIRE DISCONNECT SWITCH MOUNTED ON A PEDESTAL IMMEDIATELY

ADJACENT TO THE SERVICE END OF THE MKT. SERVE THE DISCONNECT

BY A 208 VOLT, 3-PHASE, 100 AMP CIRCUIT BREAKER; THE FEEDER MUST

INCLUDE A PROPERLY SIZED EQUIPMENT GROUNDING CONDUCTOR.

OPTIONAL PROPOSAL 0016: A SANITARY SEWER DRAIN IS TO BE

PROVIDED AT PAD LOCATIONS. THE DRAIN MUST BE DESIGNED TO

PREVENT STORMWATER FROM ENTERING THE SANITARY SYSTEM BY

INSTALLING A CAP, VALVE OR OTHER ACCEPTABLE APPARATUS ON THE

LINE WHICH PREVENTS THE CAPTURE OF STORMWATER BY THE

SANITARY DRAIN. THE MKT PAD SANITARY LINE MUST PASS THROUGH

THE EXISTING GREASE TRAP NEAR THE SOUTHEAST CORNER OF

BUILDING P101 PRIOR TO DISCHARGE FROM THE SITE.

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

CS101

8 TYP

C H

- S

T C

C H

- S

T C

MATCHLINE - SEE SHEET CS103

33' AT

33' AT33' AT33' AT33' AT33' AT

' A

33' AT33' AT33' AT33' AT33' AT33' AT33' AT

33'

' A

' A T

' A

' A T

' A

' A T

' A

' A T

' A

33'

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

33' AT33' AT33' AT33' AT33' AT33' AT33' AT33' AT33' AT33' AT

' A

33' AT

33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT 33' AT

33' AT

Cux

Cux Cux

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

Cux Cux

Cux

W W W

60'

SITE PLAN 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.

2. EXISTING CONDITIONS INFORMATION SHOWN ON THIS

DRAWING IS BASED ON SURVEY DATA COLLECTED IN

FEBRUARY 2024 BY WHITE HAWK ENGINEERING AS WELL AS

AVAILABLE AERIAL IMAGERY AND DOCUMENTATION

PROVIDED IN THE REQUEST FOR PROPOSAL ATTACHMENTS.

THE BASIS OF BEARING IS THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH

AMERICAN DATUM 1983 (NAD 83)(2010). NAVD 1988 GEOID 12B,

U.S. SURVEY FEET.

3. BASE PROPOSAL 0004: PROVIDE ALL-WEATHER GROUND

ACCESS TO BUILDING P-1001 IN ACCORDANCE WITH UFC

3-600-01 §9-1.1.

4. BASE PROPOSAL 0004: REPLACE SIDEWALKS AS NECESSARY

WITHIN THE LIMITS OF WORK TO MEET ABA REGULATIONS.

5. BASE PROPOSAL 0004: INSTALL SCREEN OR ENCLOSURE IN

ACCORDANCE WITH UFC 4-010-01 §3-3.5 AND §3-3.6.

6. AT/FP STANDOFF INDICATED ON THE SITE PLAN WILL BE

DEPENDENT ON THE CONSTRUCTION TYPE SELECTED BY THE

CONTRACTOR AND THE DESIGN BASIS THREAT INCLUDED

TYPES OF WALLS, WINDOWS, GLAZING, DOORS, ETC.

GRADING AND/OR ELEVATIONS ARE NOT REQUIRED.

7. BASE PROPOSAL 0004: ADJUST EXTERIOR GRADE AS

NECESSARY TO PROVIDE A 6 INCH MINIMUM VERTICAL

SEPARATION BELOW THE FINISHED FLOOR ELEVATION IN

ACCORDANCE WITH UFC 1-200-01 §2-18-1.

8. BASE PROPOSAL 0004: ADJUST SITE GRADING TO PROVIDE A

5 PERCENT SLOPE A MINIMUM DISTANCE OF 10 FEET OUTSIDE

OF THE BUILDING IN ACCORANCE WITH IBC §1804.4.

10. BASE PROPOSAL 0005: INSTALL A PERIMETER STORM SEWER

SYSTEM AROUND BUILDING P-1001 THAT COLLECTS AND

CONVEYS STORMWATER AWAY FROM THE BUILDING IN

ACCORDANCE WITH UFC REQUIREMENTS. CONNECT ALL

ROOF DOWNSPOUTS FROM BUILDING P-1001 INTO THE NEW

PERIMETER STORM SEWER SYSTEM.OPTIONAL PROPOSAL 0009: CONCRETE

PAVEMENT

BASE PROPOSAL 0003 & OPTIONAL

PROPOSAL 0007: ASPHALT PAVEMENT

BASE PROPOSAL 0003 & OPTIONAL

PROPOSAL 0009: SIDEWALK

SITE PLAN LEGEND

**NOT ALL PAVEMENT TYPES MAY APPEAR ON SHEET**

OPTIONAL PROPOSAL 0006: MILL AND

OVERLAY

BASE PROPOSAL 0003: 10 FOOT

GRAVEL NO-MOW STRIP

SITE PLAN KEYED NOTES

BASE PROPOSAL 0004 AND OPTIONAL PROPOSAL 0014: INSTALL CURB

BASE PROPOSAL 0004: ABA RAMP

BASE PROPOSAL 0004: CONCRETE SIDEWALK

BASE PROPOSAL 0004 AND OPTIONAL PROPOSAL 0014: ASPHALT

PAVEMENT

BASE PROPOSAL 0004: PROVIDE SCREEN OR ENCLOSURE (SEE NOTE 5

THIS SHEET)

OPTIONAL PROPOSAL 0016: CONCRETE PAVEMENT FOR A 60'X40' MKT

PAD. PROVIDE DOMESTIC WATER, ELECTRIC, AND SANITARY SEWER

CONNECTIONS. PROVIDE DESIGN IN ACCORDANCE WITH THE LATEST

VERSION OF THE AR DESIGN GUIDE.

OPTIONAL PROPOSAL 0009: CONCRETE PAVEMENT

OPTIONAL PROPOSALS 0010 & 0014: PARKING LOT STRIPING

OPTIONAL PROPOSAL 0014: POTENTIAL LOCATION OF STORMWATER

CONTROL BEST MANAGEMENT PRACTICE (CONTRACTOR IS FULLY

RESPONSIBLE FOR DESIGN AND PERMITTING OF FINAL BMP - THIS BMP

LOCATION IS NOT INTENDED TO CONVEY DESIGN REQUIREMENTS OR

INFORMATION FOR BIDDING; RATHER, IS INTENDED TO APPROXIMATE

THE POSSIBLE LOCATION)

BASE PROPOSAL 0004: INSTALL EMERGENCY ACCESS IN ACCORDANCE

WITH NOTE 3 OF THIS SHEET.

BASE PROPOSAL 0004: INSTALL 10 FOOT WIDE GRAVEL NO-MOW STRIP.

OPTIONAL PROPOSAL 0014: PROVIDE NEW LED LIGHT HEADS TO EXISTING

LIGHT POLE

OPTIONAL PROPOSAL 0010: REPLACE EXISTING LIGHT POLE WITH A NEW

LIGHT POLE WITH LED LIGHT HEAD

OPTIONAL PROPOSAL 0007: POTENTIAL LOCATION OF FIRE WATER

STORAGE TANK(S), IF REQUIRED TO IMPROVE THE RELIABILITY OF THE

WATER SUPPLY, SHALL BE PROVIDED AND SIZED IN ACCORDANCE WITH

UFC 3-600-01. LOCATION TO BE CONFIRMED, IF NECESSARY, DURING

FINAL DESIGN.

OPTIONAL PROPOSAL 0007: POTENTIAL LOCATION OF FIRE PUMP HOUSE

OPTIONAL PROPOSAL 0016: LOCATE AN EXTERIOR HOSE BIBB ON THE

BUILDING EXTERIOR IF THE PAD IS LOCATED NEAR THE BUILDING AND

LOCATE A BRACED FREEZE-PROOF YARD HYDRANT IF LOCATED

REMOTELY.

OPTIONAL PROPOSAL 0016: PROVIDE DEDICATED ELECTRICAL SERVICE

TO THE MKT PAD FROM THE EXISTING ELECTRIC ROOM. THE SERVICE

SHOULD CONSIST OF A WEATHERPROOF, 100-AMP, 208 VOLT, 3-PHASE,

4-WIRE DISCONNECT SWITCH MOUNTED ON A PEDESTAL IMMEDIATELY

ADJACENT TO THE SERVICE END OF THE MKT. SERVE THE DISCONNECT

BY A 208 VOLT, 3-PHASE, 100 AMP CIRCUIT BREAKER; THE FEEDER MUST

INCLUDE A PROPERLY SIZED EQUIPMENT GROUNDING CONDUCTOR.

OPTIONAL PROPOSAL 0016: A SANITARY SEWER DRAIN IS TO BE

PROVIDED AT PAD LOCATIONS. THE DRAIN MUST BE DESIGNED TO

PREVENT STORMWATER FROM ENTERING THE SANITARY SYSTEM BY

INSTALLING A CAP, VALVE OR OTHER ACCEPTABLE APPARATUS ON THE

LINE WHICH PREVENTS THE CAPTURE OF STORMWATER BY THE

SANITARY DRAIN. THE MKT PAD SANITARY LINE MUST PASS THROUGH

THE EXISTING GREASE TRAP NEAR THE SOUTHEAST CORNER OF

BUILDING P101 PRIOR TO DISCHARGE FROM THE SITE.

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

CS102

C H

- S

T C

TYP

Wx Wx

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

W x

13 13

12 12 12

12 12

SITE PLAN 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.

2. EXISTING CONDITIONS INFORMATION SHOWN ON THIS

DRAWING IS BASED ON SURVEY DATA COLLECTED IN

FEBRUARY 2024 BY WHITE HAWK ENGINEERING AS WELL AS

AVAILABLE AERIAL IMAGERY AND DOCUMENTATION

PROVIDED IN THE REQUEST FOR PROPOSAL ATTACHMENTS.

THE BASIS OF BEARING IS THE TEXAS STATE PLANE

COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202), NORTH

AMERICAN DATUM 1983 (NAD 83)(2010). NAVD 1988 GEOID 12B,

U.S. SURVEY FEET.

3. BASE PROPOSAL 0004: PROVIDE ALL-WEATHER GROUND

ACCESS TO BUILDING P-1001 IN ACCORDANCE WITH UFC

3-600-01 §9-1.1.

4. BASE PROPOSAL 0004: REPLACE SIDEWALKS AS NECESSARY

WITHIN THE LIMITS OF WORK TO MEET ABA REGULATIONS.

5. BASE PROPOSAL 0004: INSTALL SCREEN OR ENCLOSURE IN

ACCORDANCE WITH UFC 4-010-01 §3-3.5 AND §3-3.6.

6. AT/FP STANDOFF INDICATED ON THE SITE PLAN WILL BE

DEPENDENT ON THE CONSTRUCTION TYPE SELECTED BY THE

CONTRACTOR AND THE DESIGN BASIS THREAT INCLUDED

TYPES OF WALLS, WINDOWS, GLAZING, DOORS, ETC.

GRADING AND/OR ELEVATIONS ARE NOT REQUIRED.

7. BASE PROPOSAL 0004: ADJUST EXTERIOR GRADE AS

NECESSARY TO PROVIDE A 6 INCH MINIMUM VERTICAL

SEPARATION BELOW THE FINISHED FLOOR ELEVATION IN

ACCORDANCE WITH UFC 1-200-01 §2-18-1.

8. BASE PROPOSAL 0004: ADJUST SITE GRADING TO PROVIDE A

5 PERCENT SLOPE A MINIMUM DISTANCE OF 10 FEET OUTSIDE

OF THE BUILDING IN ACCORANCE WITH IBC §1804.4.

10. BASE PROPOSAL 0005: INSTALL A PERIMETER STORM SEWER

SYSTEM AROUND BUILDING P-1001 THAT COLLECTS AND

CONVEYS STORMWATER AWAY FROM THE BUILDING IN

ACCORDANCE WITH UFC REQUIREMENTS. CONNECT ALL

ROOF DOWNSPOUTS FROM BUILDING P-1001 INTO THE NEW

PERIMETER STORM SEWER SYSTEM.OPTIONAL PROPOSAL 0009: CONCRETE

PAVEMENT

BASE PROPOSAL 0003 & OPTIONAL

PROPOSAL 0007: ASPHALT PAVEMENT

BASE PROPOSAL 0003 & OPTIONAL

PROPOSAL 0009: SIDEWALK

SITE PLAN LEGEND

**NOT ALL PAVEMENT TYPES MAY APPEAR ON SHEET**

OPTIONAL PROPOSAL 0006: MILL AND

OVERLAY

BASE PROPOSAL 0003: 10 FOOT

GRAVEL NO-MOW STRIP

SITE PLAN KEYED NOTES

BASE PROPOSAL 0004 AND OPTIONAL PROPOSAL 0014: INSTALL CURB

BASE PROPOSAL 0004: ABA RAMP

BASE PROPOSAL 0004: CONCRETE SIDEWALK

BASE PROPOSAL 0004 AND OPTIONAL PROPOSAL 0014: ASPHALT

PAVEMENT

BASE PROPOSAL 0004: PROVIDE SCREEN OR ENCLOSURE (SEE NOTE 5

THIS SHEET)

OPTIONAL PROPOSAL 0016: CONCRETE PAVEMENT FOR A 60'X40' MKT

PAD. PROVIDE DOMESTIC WATER, ELECTRIC, AND SANITARY SEWER

CONNECTIONS. PROVIDE DESIGN IN ACCORDANCE WITH THE LATEST

VERSION OF THE AR DESIGN GUIDE.

OPTIONAL PROPOSAL 0009: CONCRETE PAVEMENT

OPTIONAL PROPOSALS 0010 & 0014: PARKING LOT STRIPING

OPTIONAL PROPOSAL 0014: POTENTIAL LOCATION OF STORMWATER

CONTROL BEST MANAGEMENT PRACTICE (CONTRACTOR IS FULLY

RESPONSIBLE FOR DESIGN AND PERMITTING OF FINAL BMP - THIS BMP

LOCATION IS NOT INTENDED TO CONVEY DESIGN REQUIREMENTS OR

INFORMATION FOR BIDDING; RATHER, IS INTENDED TO APPROXIMATE

THE POSSIBLE LOCATION)

BASE PROPOSAL 0004: INSTALL EMERGENCY ACCESS IN ACCORDANCE

WITH NOTE 3 OF THIS SHEET.

BASE PROPOSAL 0004: INSTALL 10 FOOT WIDE GRAVEL NO-MOW STRIP.

OPTIONAL PROPOSAL 0014: PROVIDE NEW LED LIGHT HEADS TO EXISTING

LIGHT POLE

OPTIONAL PROPOSAL 0010: REPLACE EXISTING LIGHT POLE WITH A NEW

LIGHT POLE WITH LED LIGHT HEAD

OPTIONAL PROPOSAL 0007: POTENTIAL LOCATION OF FIRE WATER

STORAGE TANK(S), IF REQUIRED TO IMPROVE THE RELIABILITY OF THE

WATER SUPPLY, SHALL BE PROVIDED AND SIZED IN ACCORDANCE WITH

UFC 3-600-01. LOCATION TO BE CONFIRMED, IF NECESSARY, DURING

FINAL DESIGN.

OPTIONAL PROPOSAL 0007: POTENTIAL LOCATION OF FIRE PUMP HOUSE

OPTIONAL PROPOSAL 0016: LOCATE AN EXTERIOR HOSE BIBB ON THE

BUILDING EXTERIOR IF THE PAD IS LOCATED NEAR THE BUILDING AND

LOCATE A BRACED FREEZE-PROOF YARD HYDRANT IF LOCATED

REMOTELY.

OPTIONAL PROPOSAL 0016: PROVIDE DEDICATED ELECTRICAL SERVICE

TO THE MKT PAD FROM THE EXISTING ELECTRIC ROOM. THE SERVICE

SHOULD CONSIST OF A WEATHERPROOF, 100-AMP, 208 VOLT, 3-PHASE,

4-WIRE DISCONNECT SWITCH MOUNTED ON A PEDESTAL IMMEDIATELY

ADJACENT TO THE SERVICE END OF THE MKT. SERVE THE DISCONNECT

BY A 208 VOLT, 3-PHASE, 100 AMP CIRCUIT BREAKER; THE FEEDER MUST

INCLUDE A PROPERLY SIZED EQUIPMENT GROUNDING CONDUCTOR.

OPTIONAL PROPOSAL 0016: A SANITARY SEWER DRAIN IS TO BE

PROVIDED AT PAD LOCATIONS. THE DRAIN MUST BE DESIGNED TO

PREVENT STORMWATER FROM ENTERING THE SANITARY SYSTEM BY

INSTALLING A CAP, VALVE OR OTHER ACCEPTABLE APPARATUS ON THE

LINE WHICH PREVENTS THE CAPTURE OF STORMWATER BY THE

SANITARY DRAIN. THE MKT PAD SANITARY LINE MUST PASS THROUGH

THE EXISTING GREASE TRAP NEAR THE SOUTHEAST CORNER OF

BUILDING P101 PRIOR TO DISCHARGE FROM THE SITE.

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

Fi le

P at h:

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

R N

, I N

E D

E M

O O

N T

O W

, P

B U

S, S

A R

M Y

T R

B U

T D

E D

S U

N J

4, BI

0:/ /19

R ep air B uil din gs , A

R Tr ain ing

F ac ilit ies

/19

-S ea go vil leP

-A .rv t

O M

C O

D . B

N . S

R U S-

CS103

MATCHLINE - SEE SHEET CS101

MATCHLINE - S

EE SHEET CS101

COMMANDING

GENERAL

DEPUTY

COMMANDER

OFFICE

ADMIN ADMIN

OFFICE

OFFICE OFFICE

ADMIN

ADVISOR

ADV EM ADV EMOFFICEOFFICE

OFFICEADMIN

STORTOILET

CONFERENCE/

CLASSROOM

GENERAL

AIDES

OFFICE

CHIEF OF

STAFF

OFFICE

COMPTROLLER

SUPPLIES

REPRO

ADMINISTRATIVE

GROUP

ENTRANCE

LOBBY

T.A.

STORAGE

ADMIN CLASSROOM

980TH

ENGINEERS

ADMIN

OFFICEOFFICE

MECHANICAL

ADMIN

ADMINADMIN

ADMIN

OFFICE

MEN'S

TLT

WOMEN'S

TLT

ELECT

JANITOR

CLOSET

ADMIN

ADMINADMINSTORAGEADMIN

ADMIN

TOILET

ADMIN

WAITING

ROOM

CONTROL

ADMIN

FINAL

CHECK

FURNITURE

STORAGE

FOOD

PREP.

SCULLERY

FOOD

STORE

ASSEMBLY

HALL

BREAKROOM

DISTANCE

LEARNING

CENTER 2

DISTANCE

LEARNING

CENTER 1

COMM.

STORAGE

RIFLE

RANGE

ARM'S

VAULT

SOLAR

CONSOLE

JANITOR'S

CLOSET

SHWRMEN'S TLT

WOMEN'S

TLT

SHWR

RANGE

STOR

1.17

1.01

1.02

1.15

1.04

TYP

1.05

1.05 1.08

1.08

1.05 1.08

1.13

1.131.13

1.15

1.01

1.18

TYP

1.151.15

1.151.151.15

1.19

TYP

1.13

1.01

1.08

1.09

1.13

1.15

1.19

1.01

1.18

TYP

1.08

1.15 1.17

1.15

1.19

1.13

1.19

1.15

1.20

1.171.13

1.01

1.21

1.181.18

1.01

1.15

1.01

1.201.20

1.13

1.17

1.13

1.17

1.19

1.13

1.131.13

1.13

1.01

1.21

1.17

1.20

TYP 1.18

TYP 1.18 TYP 1.18

1.18

TYP 1.18

1.19 TYP1.19 TYP1.19

TYP 1.19

TYP 1.18

1.13

1.18

TYP

1.13 1.13 1.13

1.13

1.15

TYP1.18

TYP1.08

TYP 1.22

TYP

1.23

1.24

1.23

1.25

1.23

1.26

1.23

DOOR DESIGNATIONS

EXISTING DOOR AND/OR FRAME TO BE

REMOVED - SEE DEMO PLAN/NOTES

NEW DOOR AND FRAME TO BE

PROVIDED

DEMO PLAN WALL GRAPHICS

DEMO WALLS

EXISTING WALL TO REMAIN

GENERAL NOTE

1. SEE RFP SCOPE OF WORK FOR WORK TO BE PERFORMED BUT NOT

SHOWN ON THIS CONCEPTUAL PLAN.

2. ALL EXISTING CEILINGS SHALL BE REMOVED TO FACILITATE NEW

SCOPE OF WORK.

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

R P

S O

F E

N G

E R

L O

L E

T R

R M

A R

L U

T H

E R

G J

R P

L O

L E

H A

E L B

A K

E R

I N

T E

R N

A T

A L

D R

M O

O N

T O

W N

S H

U N

D S

T A

T E

S A

R M

Y R

E S

E R

V E

C E

N T

E R

E A

G O

L E

X A

R M

Y R

E S

E R

V E

C E

N T

E R

T R

B U

D E

N B

D R

F P

S O

E N

A M

P L O

T D

A T

U E

D A

T E

P R

GRAPHIC SCALE / NORTH ARROW

C E

R T

D F

L D

E S

S U

B M

J U

4, B

/1 R e p a ir B u ild in g s

A R

T ra in in g F a c ili ti e s /1

-S e a g o v ill e P

-A

.r v t

AD101

A R

C H

C T

U R

A L

D E

M O

P L A

M G

H A

E E

N I

K .C

L A

N C

D B

A R

K E

D P

E C

H A

R K

U S

-X X

X X

A -A

SCALE: 3/32" = 1'-0"

DEMOLITION PLAN - BUILDING P-1001

KEYNOTES

1.01 REMOVE EXISTING METAL DOOR, FRAME, AND HARDWARE IN ITS ENTIRETY,

PREPARE FOR NEW DOOR, FRAME, AND HARDWARE

1.02 REMOVE EXISTING OVERHEAD DOOR AND BOLLARDS. PREPARE OPENING

TO RECEIVE STOREFRONT.

1.04 REMOVE WALL TO LIMITS SHOWN

1.05 REMOVE TOILET, SHOWER, AND VANITY AND…

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