Attachment 6 As-Builts Cad Files 28 APR 2020.pdf

N/A

12031

12039

10635

15041

12049

15060

10265

10504

12012

10802

12028

10634

15036

13028

15062

13034

1543 1604

10700

15049

P956

15024

15045

15062

13067

10055

10706

12042

15006

13032

15030

15055

12047

10650

Pavilion 3

10207

13014

10395

N/A

12038

15057

12013

10330

N/A

13020

15007

15003

10253

13000

N/A

10345

14931448

Pavilion 2

13060

N/A

13004

15060

15012

10658

N/A

10007

13052

15037

13016

7360 814

15014

15007

12003

15019

15001

12048

10670

868 832

10792

12017

15088

N/A

15004

15053

13054

15064

15088

15006

15065

10250

12046

12006

15063

15032

12008

N/A

15012

N/A

15059

10637

13023

15002

12033

13017

10656

15058

13059

13005

15000

15028

15048

13007

10390

13030

15040

N/A

16041601

15003

N/A

12004

13015

15054

13006

15005

10175

15031

15027

10900

10065

13055

13025

13027

12009

12016

12045

15051

12025

13058

12019

N/A

12024

N/A

15009

13063

12020

10708

15052

10215

15047

12043

13013

10070

N/A

13051

10060

13021

10263

15015

15009

12023

15065

P958

10251

N/A

N/A

12005

12021

15018

7563685

N/A

10904

15058

12026

12044

15010

11101

12010

15056

12040

10380

15050

15055

15009

15063

10810

13056

15033

13018

15042

13001

12014

N/A

12000

15017

15061

15043

15023

13065

12022

11102

12036

10210

13053

10701

P957

10534

15060

N/A

15007

10255

10203

15015

N/A

N/A

15046

13029

12001

15088

13057

10652

12011

15022

13002

12018

15064

10806

10205

15058

15029

15038

10375

15025

10547

15021

10230

10800

10416

12027

15001

13047

10346

Pavilion 1

10385

10201

13022

15056

15026

15005

15061

13033

10902

15010

10540

13031

12015

15012

15044

10541

12032

13061

13026

13008

10050

12050

10903

12007

10338

12034

15059

12041

11103

12002

13012

10261

12030

10804

12037

15056

N/A

N/A

15013

10075

15020

15006

15004

15002

10056

13003

10808

13019

10501

15063

13050

15057

15003

15003

N/A

130491618

15064

15034

16231623

15039

15064

12029

15007

12035

13024

13045

M

ILITAR

Y DR

Andrews Road

G

AR

Y

AV

E

TBD

Kelly Drive

SCOTT DR

Chappie James Way

Moore Street

Hof Street

TBD

ARNO

LD CIR

CLE

G

EO

R G

E AVE

CHELI LN

MC GUIRE ST

KISSLING COURT

TBD

S ec ur ity

H ill

TBD

MILITARY DR

C

ARSW

ELL AVE

GOTT ST

TBD

PATRICK ST

M

ILITAR

Y DR

KE

LL

AC

K

ST

TBD

BARNES AVE

TBD

TBD

PEASE ST

LUKE BLVD

TBD

M

ILITAR

Y DR

H

UG

HES AVE

Andrews Road

D om in gu es S tre et

PATRICK ST

TBD

La ve ne L oo p

TB

D

G

ARY AVE

TBD

TBD

KENLY AVE

ENT CIR

GOODFELLOW ST

TRUEMPER ST

MEIVOHER DR

BARNES AVE

Blake Road

H al l S tre et

HARLOW ST

G alaxy Road

TBD

TBD

BERGQUIST DR

LARSON ST

M

ILITAR

Y DR

G ro w de n R oa d

Warner Circle

G

EO

R G

E AVE

Billy Mitchell Road

H

ABY'S RD

Cha pm an C irc le

H angar W ay

W

ALKER AVE

WURTSMITH ST

ANDREW

S AVE

CONNALLY ST

SELFRIDGE BLVD

PATRICK ST

LUKE BLVD

G

EO

R G

E

AV

E

BO

NG

AVE

TBD

HUGHES AVE

W

ALKER AVE

BO

NG

AVE

ERWIN CIRCLE

PUCKET ST

KEESLER AVE

G

ARY AVE

TRUEMPER ST

MC CHORD ST

Wakkana Street

Peshawar Street

Ki rk ne wto n St re et

TBD

Kelly Drive

G af fn ey

S tre et

TBD

OLMSTED ST

M C

D

ILL DR

BERGQUIST DR

W

ALKER AVE

TIN

KE

R

ST

EA

ST

P

ER

IM

ET

ER

D

R

LADD ST

Y O

U N

T

PEPPERRELL ST

TBD

SELFRIDGE BLVD

TBD

TBD

B

IG

G S

A V

E

STEWART ST

ENT CIR

TB

D

FERSON LOOP

SARNOSKI ST

G

EO

R G

E AVE

SARNOSKI ST

TB

D

TBD

GENTILE ST

HARMON DR

M

ETZG

ER

DR

HENSLEY ST

FIVE PALM

S DR

Sarnoski Street

TB

D

FEMOYER ST

FO

STER AVE

PEASE ST

KIRTLAND ST

Bullard

C

RAW

AVE

SE

RV

IC

E

RD

R

LEMAY

TBD

M athies Court

Fegan Loop

LUKE BLVD

KELLY DR

C

LAY LO

O P

Bl ak e R oa d

D

IM

S

TE

A D

A V

E

C

ASTLE AVE

FAIR

C

H

ILD

ST

H al l S tre et

M C

DI

LL

D R

Hall S tre et

H

UG

HES AVE

TINKER AVE

TBD

PATRICK ST

TBD

B O

N G

AVE

TRUEMPER ST

BO

NG

AVE

HARM

O

N DR

TB

D

TBD

H O

LLO

W

M

AN

ST

TBD

HENSLEY ST

TB

D

TBD

Kelly Drive

GENTILE ST

C

RAW

AVE

TBD

H

UG

HES AVE

VANCE ST

NELLIS ST

RAN

GE

RD

TBD

D

IM

S

TE

A D

A V

E

Trabzon Street

SELFRIDGE BLVD

CONNALLY ST

MAXWELL ST

KNIGHT ST

SELFRIDGE BLVD

TBD

ARIZONA ST

SELFRIDGE AVE

TBD

REESE ST

FEMOYER ST

W

ILFO

RD

H

ALL LO

O

P

LACKLAND AIR FORCE BASE

HIGHWAY 90

VALLEY-HI

DRIVE

AIRMAN'S

GATE

SELFRIDGE

GATES

PROJECT

LOCATION

M

ILITARY

D

RIVE

BERGQUIST

GATE

LUKE STREET

GATE

BASE CONTRACTING

BLDG. 5450

BASE CIVIL

ENGINEERING

BLDG 5595

FIRE DEPT.

BLDG 2325

LACKLAND

AIRFIELD

W

. LO

O P 410

R E

LO

C

A

TE

T O

W E

R , S

IT

E

P R

E P

"S H

IP

IN

A B

O X

N

TT

C

, L A

C K

LA

N

D A

FB

, T

E X

A S

SHEET 1 OF 36

L A -0

LA12-0014

RELOCATE TOWER, SITE PREP "SHIP IN A BOX"

NTTC, LACKLAND AIR FORCE BASE

MPLS 11-0067

SANCHEZ

CONSTRUCTION

& DESIGN, INC.NN

NN

NN

GROWDON

GATE

COMMERCIAL/

CONTRACTOR

GATE ENTRANCE

PROJECT LOCATION MAP AND DELIVERY ROUTE3 NOT TO SCALE

VICINITY MAP2 NOT TO SCALE

VICINITY MAP1 NOT TO SCALE

1870 S. Brazos Street San Antonio, TX Ph: 210.744.6206 Fax: 210.228.9799

NN A-01

FA301620R0049 29 APR 2020 Attachment 9

GENERAL

A-01 COVER SHEET

A-02 SHEET INDEX

A-03 GENERAL NOTES

SEQUENCE

NUMBER

CIVIL

C-1 SITE DEMOLITION PLAN

C-2 PROPOSED SITE AND ROADWAY PLAN

C-3 SITE DETAILS

C-4 MOCK BRIG & MOCK SHIP FOUNDATION PLANS

C-5 TOWER FOUNDATION PLANS

ARCHITECTURAL

AT-1 MOCK BRIG INDEX & ABBREVIATIONS

AT-2 MOCK BRIG NOTES

A-1 MOCK BRIG FLOOR PLANS

A-2 MOCK BRIG FRONT AND LEFT SIDE ELEVATIONS

A-3 MOCK BRIG REAR AND RIGHT ELEVATIONS

A-4 MOCK BRIG ROOF PLAN

A-5 MOCK BRIG CROSS SECTIONS

A-6 MOCK BRIG DETAILS

A-7 MOCK BRIG DETAILS

SEQUENCE

NUMBER

ELECTRICAL

E-0 PRIMARY ELECTRICAL POWER PLAN

E-1 MOCK BRIG POWER PLAN

E-2 MOCK BRIG LIGHTING PLAN

E-3 MOCK BRIG PANEL SCHEDULE AND DETAILS

E-4 MOCK BRIG NETWORK AND FIRE PLAN

E-5 MOCK BRIG ELECTRICAL NOTES

E-6 TOWER ELECTRICAL POWER PLAN

SHEET INDEX

ARCHITECTURAL

A-8 TOWER NOTES

A-9 TOWER BASE PLATE LAYOUT

A-10 TOWER FLOOR PLAN LAYOUT

A-11 TOWER SOUTH ELEVATION LOOKING PLAN NORTH

A-12 TOWER EAST ELEVATION LOOKING PLAN WEST

A-13 TOWER LANDING ELEVATION DETAILS

A-14 TOWER STAIR AND LANDING DETAIL SHEET

A-15 TOWER STAIR GUARDRAIL AND HANDRAIL DETAILS

A-16 TOWER STAIR GUARDRAIL AND HANDRAIL DETAILS

A-17 TOWER MISCELLANEOUS DETAILS

MECHANICAL

M-1 MOCK BRIG HVAC NOTES AND SCHEDULES

M-2 MOCK BRIG MECHANICAL PLAN

R E

LO

C

A

TE

T O

W E

R , S

IT

E

P R

E P

"S H

IP

IN

A B

O X

N

TT

C

, L A

C K

LA

N

D A

FB

, T

E X

A S

SHEET 2 OF 36

L A -0

LA12-0014

A-02

SANCHEZ

CONSTRUCTION

& DESIGN, INC.

1870 S. Brazos Street San Antonio, TX Ph: 210.744.6206 Fax: 210.228.9799

PORTA-KING

Engineering Consultant / Electrical Engineering

2000 N.W. Military Hwy, Suite #4 San Antonio, Texas 78213

Tel: 210.541.0200 Fax: 210.402.5426

Email: edwardmonaco@satx.rr.com

TOWER DESIGN:

ECM

Engineering Consultant / Electrical Engineering

2000 N.W. Military Hwy, Suite #4 San Antonio, Texas 78213

Tel: 210.541.0200 Fax: 210.402.5426

Email: edwardmonaco@satx.rr.com

ELECTRICAL ENGINEER:

FALCON CONTAINERS

Engineering Consultant / Electrical Engineering

2000 N.W. Military Hwy, Suite #4 San Antonio, Texas 78213

Tel: 210.541.0200 Fax: 210.402.5426

Email: edwardmonaco@satx.rr.com

MOCK BRIG DESIGN:

10635

10504

10802

10634

10700

10706

10650

10395

10658

10670

10637

10656

10390

10900

10708 10904

10380

10810

10701

10534

10652

10806

10547

10800

10416

10385

10902

10540 10541

10338

10804

10808

10501

TBD

MEIVOHER DR

HABY'S RD

HUGHES AVE

TBD

M

C DILL DR

ENT CIRCLE

M

ETZG

ER

DR

LUKE BLVD

M C

DI

LL

D R

TBD

FEMOYER ST

ENT CIRCLE

EXISTNG PAD

TRANSFORMER

MOUNTED

EXISTING 12' FENCE

EXISTING 12' FENCE

EXISTING 12' FENCE

EXISTING 12' FENCE

ENT CIRCLE

HABY'S RD

R E

LO

C

A

TE

T O

W E

R , S

IT

E

P R

E P

"S H

IP

IN

A B

O X

N

TT

C

, L A

C K

LA

N

D A

FB

, T

E X

A S

SHEET 3 OF 36

L A -0

LA12-0014

NN NN

A-03

RELOCATE TOWER,

SITE PREP "SHIP IN A BOX"

NTTC, LACKLAND AFB, TEXAS

CONTRACT #: FA3047-11-C-0054

MPLS#: 11-0067

DRAWING #: LA12-0014

GENERAL NOTES:

1. THE GENERAL CONTRACTOR SHALL HAVE PARTIAL USE OF THE PREMISES FOR

CONSTRUCTION OPERATIONS. OPERATIONS OF WORKMEN, STORAGE OF MATERIAL, AND

ANY STAGING AREA COMPONENTS (TEMPORARY OFFICE AND PORT-O-LET, ETC.)

LOCATIONS TO BE APPROVED BY LACKLAND AFB.

2. ALL WORK SHALL BE PERFORMED TO COMPLY WITH THE 2009 INTERNATIONAL BUILDING

CODE, ELECTRICAL CODE AND FIRE CODE, AND ANY OTHER APPLICABLE CODES AND

BUILDING STANDARDS AS ADOPTED BY LACKLAND AFB, TEXAS.

3. THE CONTRACTOR AND LACKLAND AFB SHALL BE RESPONSIBLE FOR FINAL MATERIAL

AND PRODUCT SELECTIONS. THE CONSTRUCTION DOCUMENTS INDICATE GENERAL

DESIGN INTENT BUT MAY NOT DEFINE ALL STANDARDS AND PRODUCTS REQUIRED FOR

THE FULL PERFORMANCE AND CONSTRUCTION OF THE PROJECT. THE CONTRACTOR IS

RESPONSIBLE FOR REVIEW AND APPROVAL OF SUBMITTALS, SHOP DRAWINGS, ETC. FOR

COMPLIANCE WITH APPLICABLE INDUSTRY STANDARDS, CITY CODES AND ORDINANCES

AND WITH LACKLAND AFB.

4. COORDINATION OF SUBMITTALS FOR FABRICATION, PURCHASING, TESTING, DELIVERY,

WITH OTHER SUBMITTALS AND RELATED CONSTRUCTION OPERATIONS IS THE

RESPONSIBILITY OF THE CONTRACTOR. SUBMITTALS TO INCLUDE QUALITY CONTROL

PROCEDURES, DESIGN DATA, CERTIFICATIONS, MANUFACTURER'S INSTRUCTIONS, AND

WARRANTY INFORMATION (1 YEAR MINIMUM).

5. THE CONTRACTOR IS RESPONSIBLE FOR OVERSIGHT OF ALL PHASES OF THE PROJECT IN

RELATION TO APPLICABLE INDUSTRY STANDARDS FOR THE MATERIALS AND PRODUCTS

INCORPORATED INTO THE PROJECT.

6. THE CONTRACTOR IS RESPONSIBLE FOR TESTING AND/OR INSPECTIONS UNLESS NOTED

OTHERWISE.

7. CONTRACTOR TO COORDINATE OVERHEAD DUCTWORK, CONDUIT, ETC.

SUBCONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGN APPROVAL AND

COORDINATION PURPOSES.

8. ALL DRAWINGS AND SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS.

CONSTRUCTION DOCUMENTS, INCLUDING DESIGN, ELECTRICAL, CIVIL, STRUCTURAL,

ETC. ARE TO BE USED TOGETHER. ANY DISCREPANCIES BETWEEN THE DOCUMENTS OR

EXISTING CONDITIONS ARE TO BE REPORTED TO THE DESIGNER FOR INTERPRETATION

AND/ OR CLARIFICATION PRIOR TO PROCEEDING WITH ANY WORK RELATED TO THE

DISCREPANCY.

9. ENERGY REQUIREMENTS: DESIGN OF NEW CONSTRUCTION AND RENOVATIONS SHALL BE

IN FULL COMPLIANCE WITH ANSI//IESNA/ASHRA STANDARDS WITH SPECIFIC ATTENTION

TO ASHRA STANDARD 90.1-2004. NEW CONSTRUCTION AND RENOVATIONS FOR

EXISTING FACILITIES MUST COMPLY WITH ENERGY POLICY ACT OF 2005 (EPACT 05),

EXECUTIVE ORDER CRITERIA, UFC 3-400-01 05 JULY 2002, UFC 3-410-01FA 15 MAY 03,

UFC 3-410-02A 15 MAY 03, UFC 3-440-01 14 JUN 02 OR LATEST EDITION FOR ALL. AIR

FORCE DESIGN SUSTAINABILITY SHALL BE APPLIED IN THE DESIGN, CONSTRUCTION,

ENVIRONMENTAL MANAGEMENT, OPERATION, MAINTENANCE AND DISPOSAL OF

FACILITIES AND INFRASTRUCTURE PROJECT, CONSISTENT WITH BUDGET AND MISSION

REQUIREMENTS.

10. ENERGY REQUIREMENTS: NEW CONSTRUCTION OF AGENCY BUILDINGS MUST COMPLY

WITH THE PRINCIPLES FOR FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND

SUSTAINABLE BUILDINGS SET FORTH IN THE FEDERAL LEADERSHIP IN HIGH

PERFORMANCE AND SUSTAINABLE BUILDINGS MEMORANDUM OF UNDERSTANDING

(2006) AS PER “EXECUTIVE ORDER: STRENGTHENING FEDERAL ENVIRONMENTAL,

ENERGY, AND TRANSPORTATION MANAGEMENT” & LEED REQUIREMENTS.

11. CONTRACTOR IS RESPONSIBLE FOR SAFETY, SECURITY AND PROTECTION OF EXISTING

IMPROVEMENTS THROUGHOUT THE DURATION OF CONSTRUCTION.

12. HQ AETC DIRECTION ON THE PROCUREMENT OF AIR COOL CHILLERS. AIR COOL

CHILLERS ARE NOT TO EXCEED 150 TONS.

13. CONTRACTOR IS RESPONSIBLE FOR OVERSIGHT

OF TESTING AND/OR INSPECTIONS UNLESS

NOTE OTHERWISE: (IE: SOILS, AGGREGATE BASE

MATERIAL, CONCRETE, ELECTRICAL, AND

HVAC TEST AND BALANCE, ETC.)

14. ALL UNDERGROUND ELECTRICAL (UGE) WORK

(FEEDERS, CONDUIT, ETC.) TO BE PERFORMED

BEFORE NEW ROADWORK.

LOCATION MAP1 NOT TO SCALE

LOCATION MAP2 NOT TO SCALE

NN

NN

STRUCTURE AND SITE GENERAL NOTES:

1. TOTAL SITE WORK AREA:

APRX. 465' X 425' = APRX. 197,625 SF

2. WITHIN A TOTAL SITE OF:

APRX. 790' X 380' = APRX. 300,200 SF

300,200 SF = APRX. 6.89 ACRES

3. TOTAL ACTUAL STRUCTURE FOUNDATION AREAS AND ROADWAY AREA:

MOCK BRIG - 40' X 40' = 1,600 SF

TOWER - 20' X 21' = 420 SF

MOCK SHIP - 70' X 66' = 4,620 SF

TRANSFORMER - 10' X 10' = 100 SF

ROADWAY - 800' x 14' = 11,200 SF

TOTAL SQUARE FOOTAGE = 17,940 SF

4. THIS PROJECT DESIGN SHALL CONFORM TO THE CODE CRITERIA IDENTIFIED IN THE STATEMENT

OF WORK PROVIDED IN CONTRACT BETWEEN CONTRACTOR AND LACKLAND AIR FORCE

BASE.

5. BUILDING AND SITE SERVICES: SITE IS CURRENTLY SERVICED BY LACKLAND AIR FORCE BASE.

6. LANDSCAPING AND PARKING: NOT INCLUDED IN CONTRACT, AND TO BE DETERMINED AT A

LATER DATE BY LACKLAND AIR FORCE BASE. LANDSCAPE THAT IS INCLUDED IN

CONTRACT, INCLUDES LAYING DOWN 2 INCHES OF TOPSOIL APPROXIMATELY 15 FEET

AROUND THE ROADWAY AND ANY DISTURBED AREA INCLUDING THE CONTRACTOR

STAGING AREA AND ALL WORK TRAFFIC AREAS.

7. BUILDING AND SITE LIGHTING: EXTERIOR BUILDING LIGHTING SHALL BE INSTALLED ACCORDING

TO PLANS. EXTERIOR POLE LANDSCAPE LIGHTING AND PARKING LIGHTING ARE NOT

INCLUDED IN CONTRACT AND TO BE DETERMINED AT A LATER DATE BY LACKLAND AIR

FORCE BASE.

8. IT SHALL BE UNLAWFUL TO MODIFY, CHANGE, OR ALTER ANY STRUCTURE OR USE SHOWN ON

THIS SITE PLAN IN ANYWAY WHATSOEVER, OR CONVERT OR ALTER ANY STRUCTURE OR

USE SHOWN ON THIS SITE PLAN, OR CHANGE THE ABOVE USE INDICATED ON THE PLAN

WITHOUT RECEIVING APPROVAL FROM LACKLAND AIR FORCE BASE.

9. A PRE-CONSTRUCTION MEETING WITH LACKLAND AIR FORCE BASE CONTRACTING, PLANNING, ENGINEERING AND FIRE OFFICIALS SHALL TAKE PLACE PRIOR TO ANY WORK BEING

PERFORMED.

10. THE FINAL SITE PLAN / PROJECT PLAN SHALL BE APPROVED BY LACKLAND AIR FORCE BASE

CONTRACTING AND CIVIL ENGINEERING.

11. NO WORK SHALL BEGIN WITHOUT A DIGGING PERMIT APPROVED BY LACKLAND AIR FORCE

BASE. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH PROPER UTILITY

COMPANIES AND LACKLAND AIR FORCE BASE UTILITY SHOPS FOR SIGNATURES TO CLEAR

DIGGING PERMIT AND MARK WORK SITE WITH PROPER COLORED MARKING PAINT AND

FLAGGING WHERE NECESSARY.

12. NO WORK SHALL BEGIN WITHOUT WRITTEN APPROVAL AND NOTICE TO PROCEED FROM

LACKLAND AIR FORCE BASE CONTRACTING.

13. PROTECTION OF WATER RESOURCES THE CONTRACTOR SHALL COMPLY WITH TEXAS

COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) MS4 TXR040068 PERMIT AND THE

ATTACHED FLOW CHART TO DETERMINE WHETHER COVERAGE IS REQUIRED. NO

DISCHARGES TO THE WASTE WATER COLLECTION SYSTEM ARE PERMITTED IF THE

EFFLUENT IS PROHIBITED BY SAN ANTONIO WATER SYSTEM (SAWS) INDUSTRIAL WASTE

WATER PERMIT HV-0062.

SANCHEZ

CONSTRUCTION

& DESIGN, INC.

1870 S. Brazos Street San Antonio, TX Ph: 210.744.6206 Fax: 210.228.9799

NEW ROADWAY

14' WIDE NEW GATE

MOCK SHIP LOCATION

MOCK BRIG LOCATION

TOWER LOCATION

NEW FENCE

ENERGY REQUIREMENTS:

1. TOTAL ENERGY REQIREMENTS: DESIGN OF NEW CONSTRUCTION AND RENOVATIONS SHALL BE

IN FULL COMPLIANCE WITH ANSI//IESNA/ASHRA STANDARDS WITH SPECIFIC ATTENTION

TO ASHRA STANDARD 90.1 LATEST EDITION. IN ADDITION, NEW CONSTRUCTION AND

RENOVATIONS FOR EXISTING FACILITIES MUST COMPLY WITH ENERGY POLICY ACT OF 2005

(EPACT 05), EXECUTIVE ORDER 13423, ENERGY INDEPENDENCE & SECURITY ACT (EISA) OF

2007 AND ENERGY CONVERSATION STANDARDS UNDER UNIFIED FACILITIES CRITERIA;

LATEST EDITION FOR ALL.

UFC 3-400-01 ENERGY CONSERVATION WITH CHANGE 4

UFC 3-410-01FA, HEATING, VENTILATING, AD AIR CONDITIONIN

UFC 3-410-02A, HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS

UFC 3-440-01 DESIGN - ACTIVE SOLAR PRHEAT SYSTEMS

EISA SECTION 523 SOLAR WATER EQUIPMENT

AIR FORCE DESIGN SUSTAINABILITY SHALL BE APPLIED IN THE DEVELOPMENT CONCEPTS

OF PLANNING, DESIGN, CONSTRUCTION, ENVIRONMENTAL MANAGEMENT, OPERATION,

MAINTENANCE AND DISPOSAL OF FACILITIES AND INFRASTRUCTURE PROJECT, CONSISTENT

WITH BUDGET AND MISSION REQUIREMENTS.

14' WIDE NEW GATE

5' SIDEWALK

CUT FENCE TO BOTH SIDE OF DRIVEWAY

AND SET NEW CORNER END PULL POSTS

(SEE SHEET C-3, DETAIL FE5 )

54'

74'-0"

40'-0"

22'-1"

14'-0"

14'-0"

EXISTING 12' FENCE

EXISTING 8' FENCE

EXISTING 12' FENCE

EXISTING 12' FENCE

E

A

D

C

A

F

G

A

A A

B

221'-6"

HABY'S RD

R

R

R

R

50'-0"

F

240'-0" 40'-0"

14'-0"

40'-0"

33'-9" 33'-9"

EXCAVATE 1'-4 1/2" FOR NEW 14'-0" WIDE ASPHALT ROAD. ALL

EXCAVATED MATERIAL SHALL BE MANIFESTED AND TRANSPORTED TO

A SPECIFIC SITE APPROVED BY LACKLAND AIR FORCE BASE CE

ENVIRONMENTAL. FOR THIS PROJECT, THE SITE THAT HAS BEEN

APPROVED BY LAFB CE ENVIRONMENTAL. CONTRACTOR TO GET WITH

LAFB CE PROJECT MANAGER FOR THE EXACT APPROVED DUMP SITE.

SAWCUT AND REMOVE 70'-0" X 74'-0" SECTION OF ASPHALT FOR NEW

MOCK SHIP CONCRETE FOUNDATION.

SEE CIVIL SHEET C-4 FOR DETAILS.

SAWCUT AND REMOVE 50'-0" X 50'-0" SECTION OF ASPHALT FOR NEW

MOCK BRIG FOUNDATION.

SEE CIVIL SHEET C-4 FOR DETAILS.

DEMO & REMOVE EXISTING CONCRETE AIRCRAFT DISPLAY PAD.

BUILD UP WITH A2 BASE AND PATCH WITH 2" OF TYPE "D" ASPHALT.

SAWCUT AND REMOVE 22'-1" X 21'-11" SECTION OF ASPHALT FOR

NEW TOWER FOUNDATION.

SEE CIVIL SHEET C-5 FOR EXACT DETAILS.

DEMO SECTION OF EXISTING FENCE FOR NEW DOUBLE SWING GATE,

SEE SHEET C-2, DETAIL 2.

DEMOLITION KEY NOTES

A

B

C

D

E

F

DEMO SECTION OF EXISTING FENCE, ADD TWO (2) NEW CORNER END

PULL POSTS TO BOTH CUT ENDS ON BOTH SIDES OF ROADWAY. SEE

SHEET C-3, DETAIL FE5 - CHAIN LINK SECURITY FENCE.

G

R E

L O

C A

T E

O W

E R

S

I T

E

P

R E

P

S

H I P

N

A

B

X

N T

T C

L A

C K

L A

D

F B

T

E X

A S

SHEET 4 OF 36

L A -0

LA12-0014

C-1

SITE DEMOLITION PLAN

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

NN

NN

SANCHEZ

CONSTRUCTION

& DESIGN, INC.

1870 S. Brazos Street San Antonio, TX Ph: 210.744.6206 Fax: 210.228.9799

KEY NOTES

1. EXCAVATE 1'-4 1/2" FOR NEW 14'-0" WIDE ASPHALT ROAD. ALL EXCAVATED MATERIAL SHALL BE MANIFESTED AND

REMOVED FROM [MAIN] LACKLAND AIR FORCE BASE AND TRANSPORTED TO LACKLAND TRAINING ANNEX (MEDINA

BASE). SITE HAS BEEN APPROVED BY CE ENVIRONMENTAL. CONTRACTOR TO GET WITH LAFB CE PROJECT MANAGER

FOR THE EXACT APPROVED DUMP SITE.

2. SAW-CUT AND REMOVE 70'-0" X 74'-0" SECTION OF ASPHALT FOR NEW MOCK SHIP CONCRETE FOUNDATION. SEE

CIVIL SHEET C-4 FOR DETAILS.

3. SAW-CUT AND REMOVE 50'-0" X 50'-0" SECTION OF ASPHALT FOR NEW MOCK BRIG FOUNDATION. SEE CIVIL SHEET

C-4 FOR DETAILS.

4. 40'-0" X 40'-0" MOCK BRIG BUILDING EDGE TO BE PLACED IN LINE WITH EDGE OF NEW ASPHALT ROADWAY. SEE

CIVIL SHEET C-4 FOR DETAILS.

5. DEMO & REMOVE EXISTING CONCRETE AIRCRAFT DISPLAY PAD. BUILD UP WITH A2 BASE AND PATCH WITH 2" OF

TYPE "D" ASPHALT.

6. SAW-CUT AND REMOVE APPROXIMATELY 22'-1" X 21'-11" SECTION OF ASPHALT FOR NEW TOWER FOUNDATION. SEE

CIVIL SHEET C-5 FOR DETAILS.

7. TOWER CONCRETE FOUNDATION TO BE ALIGNED WITH EDGE OF EXISTING MOCK SHIP ASPHALT. SEE CIVIL SHEET

C-3 FOR DETAILS.

8. NEW ROADWAY WILL BE 14' WIDE. SEE CIVIL SHEET C-3 FOR DETAILS.

9. UTILITY TRENCH DETAILS ON PRIMARY ELECTRICAL POWER PLAN SHEET E-0.

10.ELEVATION OF TOPS OF ALL STRUCTURE FOUNDATIONS SHALL BE 6" ABOVE FINISH GRADE.

SEE PAGES C3, C4, & C5 FOR DETAILS.

11.PROTECT UTILITIES AND OBTAIN DIG PERMIT. CONTRACTOR RESPONSIBLE FOR ALL REPAIRS TO DAMAGED UTILITIES

/ EQUIPMENT THAT HAVE BEEN MARKED ON THE DIG PERMIT. CONTRACTOR IS NOT RESPONSIBLE FOR UNFORSEEN

UTILITIES / EQUIPMENT. CONTRACTOR IS NOT RESPONSIBLE FOR UNMARKED UTILITIES/EQUIPMENT THAT SHOULD

HAVE BEEN MARKED ONSITE BY THE RESPONSIBLE PARTY SIGNING / APPROVING THAT LINE ITEM OF WHICH THEY

ARE RESPONSIBLE FOR ON THE DIG PERMIT - THE NEGLIGENT PARTY SIGNING / APPROVING WILL BE HELD

RESPONSIBLE.

54'

74'-0"

40'-0"

14'-0"

EXISTING 12' FENCE

EXISTING 8' FENCE

EXISTING

12' FENCE

EXISTING 12' FENCE

221'-6"

HABY'S RD

14' NEW GATE

(SEE DETAILS)

14' WIDE NEW GATE

(SEE DETAILS)

NEW 8' FENCE

TO MATCH EXISTING

12' FENCE

22'-1"

NEW TOWER FOUNDATION

EDGE TO MATCH EDGE THE

EXISTING PAVEMENT EDGE

11'-2"

PROPOSED

MOCK BRIG

LOCATION

PROPOSED

TOWER

LOCATION

PROPOSED

MOCK SHIP

FOUNDATION

PROPOSED

ROADWAY

EXISTING

ROADWAY

R

R

R

R

NEW MOCK BRIG BUILDING

EDGE TO MATCH EDGE THE

NEW ROADWAY EDGE

53' +/-

14'-0"

240'-0"

40'-1 1/2"

14'-0"

40'-0"

33'-9" 33'-9"

6'-3"

R

R

EXTERIOR

DOOR

EXTERIOR

DOOR

R E

L O

C A

W

E R

S

I T

E

P

R E

P

S

H

X

N T

T C

L A

C K

L A

B

T

E X

A S

SHEET 5 OF 36

L A -0

LA12-0014

C-2

PROPOSED SITE AND ROADWAY PLAN

NN

NN

SANCHEZ

CONSTRUCTION

& DESIGN, INC.

1870 S. Brazos Street San Antonio, TX Ph: 210.744.6206 Fax: 210.228.9799

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

DOUBLE SWING GATE DETAILS - PLAN AND ELEVATION

SCALE : NOT TO SCALE

COMPACTED AGGREGATE

BASE COURSE

1'-6"

CONCRETE 3000 PSI

STIRRUPS #3 BARS

@ 16" O.C.

#4 BARS @ 12" O.C. EACH WAY

6 MIL POLY

VAPOR BARRIER

FINISH FLOOR

(3) #8 BARS TOP & BOTTOM

W/#3 TIES @18" O.C

6"

MIN.

NOTE: SUBGRADE TO BE LIME

STABILIZED (6%) A MINIMUM

OF 6" UNDER ABC BASE COURSE

AND COMPACTED TO 95%.

SIDEWALK

2% SLOPE

12" x 12" WELDED WIRE MESH

FOR SIDEWALK

5' WIDE, 4" THICK SIDEWALK TO

SURROUND MAIN FOUNDATION PAD

FOR MOCK BRIG AND MOCK SHIP 18" DOWELS @ 18"

O.C. WITH EPOXY

6" 6"

CONCRETE 3000 PSI

FINISH FLOOR#4 BARS @ 12" O.C.

EACH WAY

MIN.

COMPACTED AGGREGATE

BASE COURSE

NOTE: SUBGRADE TO BE LIME

STABILIZED (6%) A MINIMUM

OF 6" UNDER ABC BASE COURSE

AND COMPACTED TO 95%.

STIRRUPS #3 BARS

@ 16" O.C.

6 MIL POLY

VAPOR BARRIER

(3) #8 BARS TOP & BOTTOM

W/#3 TIES @18" O.C

EXTERIOR CORNER TEE INERSECTION

TYPICAL TIES

MAIN BEAM

REINFORCING

OUTSIDE

FACE OF

BEAM

OUTSIDE

FACE OF

BEAM

TYPICAL CORNER BARS

PROVIDED BARS OF SAME

SIZE AS MAIN REINFORCING

AT TOP & BOTTOM AT MAIN

REINFORCING BARS BEND: 2'

-0

2'-0"

TYPICAL

CORNER

BARS

2'-0" MIN.

TYP. LAP

2' -0

M

IN

TY

P.

L

AP

16"

FOUNDATION LINE#5 BENT BARS @ 6"

FROM TOP & BOTTOM

& 24" O.C. INTERIOR

NOTE:BEAM/SLAB

REINFORCEMENT

NOT SHOWN

FOR CLARITY

#6 BENT BARS

@ 6" FROM TOP

& BOTTOM AND

24" O.C. INTERIOR

NOTE:BEAM/SLAB

REINFORCEMENT

NOT SHOWN

FOR CLARITY

FOUNDATION LINE

2'-6"

2' -6

2 1

2" TYPE-B ASPHALT

1 1

2" TYPE-D ASPHALT

8" #2 BASE (ABC/AGGREGATE BASE COURSE)

6" LIME STABILIZED (6%) SCARIFIED SUB-GRADE, THEN COMPACTED TO 95%

(UNDISTURBED SUB-GRADE)

PRIME OIL (24 HRS PRIOR TO ASPHALT)

NOTE: SUBGRADE TO BE LIME

STABILIZED (6%) A MINIMUM

OF 6" UNDER ABC BASE COURSE

AND COMPACTED TO 95%.

2" TOPSOIL TO BE

APPLIED 15' AWAY

FROM ROADWAY

SEE PAGE A-6 FOR DETAILS OF ELECTRICAL

UTILITY ENTRANCE AT MOCK BRIG. AT MOCK

SHIP, STUB-OUT 10 FEET TOWARDS 'MDP'

PANEL. 'MDP' PANEL WILL BE PREPPED AND

STUBBED-OUT 10 FEET TOWARDS MOCK SHIP.

4" PCV ELBOW

4" PVC

4" PCV STUB-UP

SLEEVE TO BE USED AT CONCRETE PENETRATIONS

6"

SIDEWALK

2% SLOPE2% GRADE

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER

NOTES:

FENCE LEGEND:

FE5 CHAIN-LINK SECURITY FENCE DETAIL

NO SCALE

NO SCALE

FASTENING DETAILS

BRACE RAIL CLAMP DETAILS

ROUND POST

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

TOP OR BRACE RAIL ATTACHMENT

ROUND POST

LINE POST ATTACHMENTS

TRUSS ROD AND BAND

NO SCALE

LINE POST

EXTENSION ARM DETAILS

CORNER POST

NO SCALE

SUB-GRADE

4" SPACER @ 5' O.C. ALONG

TRENCH

INSTALL INDICATOR TAPE

PER CODE

4" PVC CONDUIT

CONCRETE ENCASEMENT

AGGREGATE BASE COURSE

(MATCH EXIST. THICKNESS)

ASPHALT PATCHWORK

(MATCH EXIST. THICKNESS)

NOTE: AGGREGATE AND

ASPHALT TO BE USED AT

PATCHWORK ONLY.

EXISTING ASPHALT

EXISTING AGGREGATE

COMPACTED BACKFILL

SAWCUT ASPHALT FOR A STRAIGHT

CLEAN EDGE

SAWCUT ASPHALT FOR A STRAIGHT

CLEAN EDGE

R E

LO

C

A

TE

T O

W E

R , S

IT

E

P R

E P

"S H

IP

IN

A B

O X

N

TT

C

, L A

C K

LA

N

D A

FB

, T

E X

A S

SHEET 6 OF 36

L A -0

LA12-0014

C-3

SANCHEZ

CONSTRUCTION

& DESIGN, INC.

1870 S. Brazos Street San Antonio, TX Ph: 210.744.6206 Fax: 210.228.9799

1 TYPICAL EXTERIOR BEAM AND SIDEWALK - B1

SCALE: 1/2" = 1'-0" 2 TYPICAL INTERIOR BEAM - B2

SCALE: 1/2" = 1'-0"

8 CORNER REINFORCEMENT

SCALE: 1/2" = 1'-0"6 REINFORCEMENT AT INTERSECTION

SCALE: 1/2" = 1'-0"

7 REINFORCEMNET AT INT. BEAM

SCALE: 1/2" = 1'-0"

5 TYPICAL ROADWAY SECTION

SCALE: NOT TO SCALE

3 UTILITY STUB-OUT AT CONCRETE

SCALE: 1/2" = 1'-0"

4 ASPHALT UTILITY CUT REPAIR

SCALE: 1/2" = 1'-0"

6" THICK SLAB

W/#4 @ 12" O.C.E.W.

B2

B1 B1

B2 B1

B1 B1

B1

B1 B1 B1B1

B1 B1 B1B1

60' MATCHES MOCK SHIP BUILDING

DIMENSION OF 60' X 64'

B2 B2 B2

B2 B2 B2

B2 B2

B2 B2 B2

B2B2B2B2

' M

AT

CH

ES

M

O

CK

S H

IP

B

U

IL

D

IN

G D

IM

EN

SI

O

N O

F

' X

4'

6" THICK SLAB

W/#4 @ 12" O.C.E.W. B1

B1

B1 B1

B1B1

B1B1

B1B1

40' MATCHES MOCK BRIG BUILDING

DIMENSION OF 40' X 40'

' M

AT

CH

ES

M

O

CK

B

RI

G B

U

IL

D

IN

G D

IM

EN

SI

O

N O

F

' X

0'

B2

B2

B2B2

B2

B2 B2

BEAM SCHEDULE

BEAM

MARK

BEAM SIZES

WIDTH DEPTH

REINFORCING

TOP BOTTOM STIRRUPS

B1

B2

18" 36" 2-#8 2-#8 #4 @ 18"

18" 30" 2-#8 2-#8

*NOTES: 1) 3000 PSI CONCRETE.

2) 6" THICKNESS CONCRETE SLAB.

#4 @ 18"

COMPACTED AGGREGATE

BASE COURSE

1'-6"

CONCRETE 3000 PSI

STIRRUPS #3 BARS

@ 16" O.C.

#4 BARS @ 12" O.C. EACH WAY

6 MIL POLY

VAPOR BARRIER

FINISH FLOOR

(3) #8 BARS TOP & BOTTOM

W/#3 TIES @18" O.C

6"

MIN.

NOTE: SUBGRADE TO BE LIME

STABILIZED (6%) A MINIMUM

OF 6" UNDER ABC BASE COURSE

AND COMPACTED TO 95%.

SIDEWALK

2% SLOPE

12" x 12" WELDED WIRE MESH

FOR SIDEWALK

5' WIDE, 4" THICK SIDEWALK TO

SURROUND MAIN FOUNDATION PAD

FOR MOCK BRIG AND MOCK SHIP 18" DOWELS @ 18"

O.C. WITH EPOXY

6" 6"

CONCRETE 3000 PSI

FINISH FLOOR#4 BARS @ 12" O.C.

EACH WAY

MIN.

COMPACTED AGGREGATE

BASE COURSE

NOTE: SUBGRADE TO BE LIME

STABILIZED (6%) A MINIMUM

OF 6" UNDER ABC BASE COURSE

AND COMPACTED TO 95%.

STIRRUPS #3 BARS

@ 16" O.C.

6 MIL POLY

VAPOR BARRIER

(3) #8 BARS TOP & BOTTOM

W/#3 TIES @18" O.C

R E

LO

C

A

TE

T O

W E

R , S

IT

E

P R

E P

"S H

IP

IN

A B

O X

N

TT

C

, L A

C K

LA

N

D A

FB

, T

E X

A S

SHEET 7 OF 36

L A -0

LA12-0014

C-4

SANCHEZ

CONSTRUCTION

& DESIGN, INC.

1870 S. Brazos Street San Antonio, TX Ph: 210.744.6206 Fax: 210.228.9799

1 MOCK SHIP FOUNDATION PLAN

SCALE: 1/8" = 1'-0"

2 BRIG FOUNDATION PLAN

SCALE: 1/8" = 1'-0"

2 TYPICAL EXTERIOR BEAM AND SIDEWALK - B1

SCALE: 1/2" = 1'-0" 3 TYPICAL INTERIOR BEAM - B2

SCALE: 1/2" = 1'-0"

NN

NN

NN

NN

OPENING

TRANSFORMER

OPENING

24" DEEP PERIMETER BEAM

24" DEEP PERIMETER BEAM

D

EE

P

PE

RI

M

ET

ER

B

EA

M

D

EE

P

PE

RI

M

ET

ER

B

EA

M

TRANSFORMER

OPENING

TRANSFORMER

OPENING

CONCRETE 3000 PSI

STIRRUPS #3 BARS

@ 16" O.C.

(2) #5 BARS TOP & BOTTOM

W/#3 TIES @18" O.C.

#4 BARS @ 12" O.C. EACH

WAY

FINISH FLOOR

TRANSFORMER

4" CHAMFER ON

TOP ALL EDGES OF

CONCRETE

4" CHAMFER ON

TOP ALL EDGES OF

CONCRETE

TRANSFORMER

OPENING

OPENING

TRANSFORMER

FOUNDATION PAD OUTER EDGE

FOUNDATION PAD INNER

EDGE OF OPENING

R E

LO

C

A

TE

T O

W E

R , S

IT

E

P R

E P

"S H

IP

IN

A B

O X

N

TT

C

, L A

C K

LA

N

D A

FB

, T

E X

A S

SHEET 8.1 OF 36

L A -0

LA12-0014

C-4.1

R

L O

C A

W

E R

S

I T

E

P

R E

P

S

H

X

N T

T C

L A

C K

L A

B

T

E X

A S

SHEET 8 OF 36

L A -0

LA12-0014

C-5

FA301620R0049 29 APR 2020 Attachment 9

Gilbert Text Box 20'- 0"

IS THE AS-BUILT DEPTH.

(15'- 0" DEPTH WAS THE MINIMUM DESIGN REQUIREMENT)

Gilbert Text Box

Gilbert Text Box

Gilbert Polygon

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

AD AREA DRAIN

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJACENT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ANS AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATE

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AUX AUXILIARY

AVG AVERAGE

AWS AMERICAN WELDING SOCIETY

B PL BASE PLATE

BLDG BUILDING

BM BEAM

BOS BOTTOM OF STEEL

BOT BOTTOM

C CHANNEL

CB CARRIAGE BOLT

CB CATCH BASIN

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONFIG CONFIGURATION

CONN CONNECT

CONT CONTINUE

CSK COUNTER SUNK

CU CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

DBL DOUBLE

DEG DEGREE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DJ DOUBLE JOIST

DL DEAD LOAD

DP DIAMOND PLATE

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EL ELEVATION

EMBED EMBEDMENT

EP EDGE OF PAVEMENTS

EQ EQUAL

EQUIP EQUIPMENT

ETC ET CETERA

EW EACH WAY

FDN FOUNDATION

FIN FINISH

FIN. FLR. FINISH FLOOR

FIN GR FINISH GRADE

FLR FLOOR

FOC FACE OF CONCRETE

FOS FACE OF SLAB

FOS FACE OF STUD

FOW FACE OF WALL

FRP FIBERGLASS REINFORCED PLASTIC

FSTNR FASTENER

FT FOOT (FEET)

FTG FOOTING

GA GAGE

GALV GALVANIZED

GL GROUND LEVEL

GLZ GLAZING

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

HDR HEADER

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

ISO INTERNATIONAL STANDARDS ORGANIZATION

LBS POUND

LF LINEAR FEET (FOOT)

LONG LONGITUDINAL

MAX MAXIMUM

MB MACHINE BOLT

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

mm MILLIMETER

MTL METAL

N/A NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

PERP PERPENDICULAR

PL PROPERTY LINE

PLYWD PLYWOOD

PN PART NUMBER

PRELIM PRELIMINARY

PREP PREPARATION

PT PRESSURE TREATED

QTY QUANTITY

R RADIUS

REINF REINFORCE

REQD REQUIRED

REV REVISION

RM ROOM

SHED SCHEDULE

SF SQUARE FOOT (FEET)

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TEMP TEMPORARY

THK THICKNESS

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FINISH FLOOR

TOF TOP OF FOOTING

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TS TUBE STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VIF VERIFY IN FIELD

W WATT

W/ WITH

W/O WITHOUT

WP WORKING POINT

WWF WELDED WIRE FABRIC

MOCK BRIG DRAWING ABBREVIATIONS

U S

IN

G

A G E N C Y

F

IR

E

C H

IE

F

(C E F S

R E V

D A T E

P R O J E C T

N U M B E R

D R A W

IN

G

N U M B E R

S C A L E

D R A W N

B Y

E N G

IN

E E R D E S

IG

N E R

R E

LO

C

A

TE

T O

W E

R , S

IT

E

P R

E P

"S H

IP

IN

A B

O X

N

TT

C

, L A

C K

LA

N

D A

FB

, T

E X

A S

C O N S T R U C T A B

IL

IT

Y

R E V

IE

W

(C E P M D

D E S

IG

N

T E A M

C H

IE

F

(C E P M D

SHEET 9 OF 35

L A -0

LA12-0014

DATE

APPVD

Cathodic Protection Engineer (CEOE)

Lackland/WHMC OPS (CEO/CEW)

Military Public Health (ISAP)

Bioenvironmental Engineer (ISAB)

Base Energy Monitor (CEOE)

Explosive Safety Officer (SEW)

Ground Safety Officer (SEG)

Security Police (SFS/SFOSS)

Communication Officer (CS/SCX)

Base Development (CECB)

Environment Flight (CEV)

COORDINATION

Int/Ext Fac. Excellence (CECC2)

SIGNATURES

AT-1

1. DIMENSIONS SHOWN ON THE DRAWINGS TAKE PRECEDENCE OVER SCALED

MEASUREMENTS. DO NOT SCALE DRAWINGS.

2. PLAN DIMENSIONS ARE TAKEN FROM FACE OF SURFACE TO FACE OF SURFACE OR GRID

LINE.

3. PLAN DIMENSIONS ARE TAKEN FROM FACE OF STRUCTURE, FINISH OR GRID LINE,

UNLESS OTHERWISE NOTED. TYPICAL FOR FLOOR PLANS AND DETAILS.

4. DETAILS ARE DIAGRAMMATICAL AND MAY DIFFER IN SCALE FROM PROPOSED

CONDITIONS.

5. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL

SCALE DRAWINGS.

6. DETAILS LABELED TYP (TYPICAL) SHALL BE FABRICATED AT ALL LIKE CONDITIONS

THROUGHOUT THE PROJECT UNLESS OTHERWISE NOTED. DETAILS LABELED SIM

(SIMILAR) SHALL BE FABRICATED WITH MINOR DIFFERENCES AS SHOWN IN THE DETAIL.

7. FOR DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR

APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

8. SHOP DRAWINGS ARE SUPERSEDED BY THESE DRAWINGS UNLESS APPROVED BY

ENGINEER.

9. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND

CONDITIONS ON THE JOB AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY

DISCREPANCIES BEFORE COMMENCING ANY WORK.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS OF FABRICATION. SHORING,

SCAFFOLDING, FORMWORK, ETC., MAY REQUIRE ADDITIONAL STRUCTURAL DESIGN.

11. THE CONTRACTOR SHALL PROVIDE, LOCATE, AND INSTALL ACCESS PANELS AS

REQUIRED AFTER INSTALLATION OF MECHANICAL AND ELECTRICAL WORK.

12. ALL EQUIPMENT, DEVICES, FIXTURES AND MATERIALS SHALL BE LISTED BY AN

APPROVED TESTING AGENCY.

13. ALL MATERIAL SYSTEMS SHALL BE NON-COMBUSTIBLE WITH A FLAME SPREAD RATIO

OF 25 OR LESS, SMOKE DEVELOPING RATING OF 50 OR LESS THAN A FUEL

CONTRIBUTING OF ZERO.

14. CONNECTING HARDWARE SHALL BE RATED FOR OPERATION UNDER AMBIENT

CONDITIONS OF -40 TO 140 DEGREES FAHRENHEIT AND IN THE RANGE OF 0 TO 100

PERCENT RELATIVE HUMIDITY.

GENERAL NOTES

EXTERIOR FINISH SCHEDULE

INTERIOR FINISH SCHEDULE

GENERAL BUILDING MATERIALS

MECHANICAL SCHEDULE

ELECTRICAL SCHEDULE

1. SEE CIVIL DRAWINGS OF DRAWING SET FOR BUILDING PAD FOUNDATION PREPARATION

BUILDING PAD PREP

U S

IN

G

A G E N C Y

F

IR

E

C H

IE

F

(C E F S

R E V

D A T E

P R O J E C T

N U M B E R

D R A W

IN

G

N U M B E R

S C A L E

D R A W N

B Y

E N G

IN

E E R D E S

IG

N E R

R E

LO

C

A

TE

T O

W E

R , S

IT

E

P R

E P

"S H

IP

IN

A B

O X

N

TT

C

, L A

C K

LA

N

D A

FB

, T

E X

A S

C O N S T R U C T A B

IL

IT

Y

R E V

IE

W

(C E P M D

D E S

IG

N

T E A M

C H

IE

F

(C E P M D

SHEET 10 OF 36

L A -0

LA12-0014

DATE

APPVD

Cathodic Protection Engineer (CEOE)

Lackland/WHMC OPS (CEO/CEW)

Military Public Health (ISAP)

Bioenvironmental Engineer (ISAB)

Base Energy Monitor (CEOE)

Explosive Safety Officer (SEW)

Ground Safety Officer (SEG)

Security Police (SFS/SFOSS)

Communication Officer (CS/SCX)

Base Development (CECB)

Environment Flight (CEV)

COORDINATION

Int/Ext Fac. Excellence (CECC2)

SIGNATURES

AT-2