Attachment 2 - Drawings.pdf

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PAINT ROCK ROAD

PERIMETER ROAD NORTH

E. NORTH PATROL ROAD

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PERIMETER ROAD NW

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1250'

EXPLOSIVE CLEAR ZONE

QUANTITY DISTANCE

JOINER AVE.

VANCE ST. E

OLD EOLA ROAD

TROOPWALK

1250'

EXPLOSIVE CLEAR ZONE

QUANTITY DISTANCE

OBSTACLE COURSE

JOINT FORCES

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W. VALIANT STREET

CANBERRA STREET E

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PROJECT NUMBER:

SHEET TITLE

SEQ OFSHEET

JCGU 25-7007

4 DECEMBER 2025

DATE:

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EC

MAGNETIC DECLINATION: 5° 18' EAST (2020)

ANNUAL RATE OF CHANGE: 6' WEST/YEAR

SOURCE: https://www.ngdc.noaa.gov/geomag-web/#declination

HAUL ROUTE

WESTERN WINDS, B334

PROJECT LOCATION

COVER SHEET

G-001

DRAWING INDEX

GENERAL

G-001 COVER SHEET

G-002 GENERAL INFORMATION 1

G-003 GENERAL INFORMATION 2

G-004 PHASING PLAN

ARCHITECTURAL

AD-101 DEMOLITION AND NEW FLOORPLAN

Q-101 EQUIPMENT PLAN

PLUMBING

P-101 DEMOLITION PLAN

VISITOR CONTROL

CENTER (VCC), B3005

325-654-4122

GOODFELLOW AFB VICINITY MAP

NTS

REPAIR KITCHEN FLOORING, B334

PROJECT NUMBER: JCGU 25-7007

CONSTRUCTION DOCUMENTS: ISSUED 4 DECEMBER, 2025

GOODFELLOW AFB

4368 S CHADBOURNE

SAN ANGELO, TX 76908

COMMERCIAL VEHICLE

INSPECTION AREA (CVIA), B3020

325-654-4122

CLEAR ZONE -

CONTRACTOR USE & STORAGE

PROHIBITED

FIRE STATION, B3321

325-654-7000

SECURITY FORCES, B3323

325-654-3504

CIVIL ENGINEERING, B3511

325-654-3501

NORTH GATE, B3510

325-654-3528

SOUTH GATE, B3012

IN CASE OF EMERGENCY CALL

325-654-7000

BASE CONTRACTING, B707

325-654-5174

PROJECT NUMBER:

SHEET TITLE

SEQ OFSHEET

JCGU 25-7007

4 DECEMBER 2025

DATE:

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GEN. INFO. 1

G-00202

GENERAL NOTES

DRAWING ABBREVIATIONS

A_____________________________

ABA. ARCHITECTURAL BARRIERS ACT

ACT. ACOUSTICAL CEILING TILE

ADA. AMERICANS WITH DISABILITY ACT

ADJ. ADJUSTABLE

AFF. ABOVE FINISH FLOOR

ALUM. ALUMINUM

AHU. AIR HANDLING UNIT

ARCH. ARCHITECT / ARCHITECTURAL

AVG. AVERAGE

ASSY. ASSEMBLY

B_____________________________

BD. BOARD

BDRY. BOUNDARY

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. / BLKG. BLOCK / BLOCKING

BOT. BOTTOM

BUR. BUILT UP ROOF

C_____________________________

CAB. CABINET

CBB. / CEM. BD. CEMENTITIOUS BACKER BOARD

CF/CI CONTRACTOR FURNISHED & CONTRACTOR

INSTALLED

CFE. CONTRACTOR FURNISHED EQUIPMENT

CG. CORNER GUARD

CIP. CAST-IN-PLACE

CL / CENTER LINE

CLG. CEILING

CO. CLEANOUT

CONC. CONCRETE

CMU. CONCRETE MASONRY UNIT

CONF. CONFERENCE

CONT. CONTINUOUS

COORD. COORDINATE

CORR. CORRIDOR

CPT. CARPET

CT. CERAMIC TILE

CTR. CENTER

D____________________________

DBL. DOUBLE

DEMO. DEMOLISH / DEMOLITION

DEPT. DEPARTMENT

DET. / DTL. DETAIL

DIM. DIMENSION

DIST. DISTANCE

DWG. DRAWING

DIA. / Ø DIAMETER

DIR. DIRECTION

DR. DOOR

DS. DOWNSPOUT

E____________________________

EA. EACH

EIFs EXTERIOR INSULATION FINISH SYSTEM

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EWC. ELECTRICAL WATER COOLER

EX. / EXIST. EXISTING

EJ. / EXP. JT. EXPANSION JOINT

EQ. EQUAL

EXP. EXPOSED

EXT. EXTERIOR

F____________________________

FA FIRE ALARM

FACP. FIRE ALARM CONTROL PANEL

FCO. FLOOR CLEANOUT

FD. FLOOR DRAIN

FEC. FIRE EXTINGUISHER CABINET

FLR. FLOOR

FIN. FINISH

FH. FIRE HOSE

FIXT. FIXTURE

FLG. FLOORING

FRMG. FRAMING

FRP. FIBER REINFORCED PLASTIC

FT. FEET

FTG. FOOTING

G___________________________

GA. GAUGE

GALV. GALVANIZED

GFCI GOVERNMENT FURNISHED AND

CONTRACTOR INSTALLED

GCGI. GOVERNMENT FURNISHED AND

GOVERNMENT INSTALLED

GFE. GOVERNMENT FURNISHED

EQUIPMENT

GYP. BD. GYPSUM BOARD

H___________________________

HB. HOSE BIB

HC. HANDICAPPED

HDPE. HIGH DENSITY POLYETHYLENE

HDWD. HARDWOOD

HM. HOLLOW METAL

HORIZ. HORIZONTAL

HT. HEIGHT

I___________________________

IAW. IN ACCORDANCE WITH

INT. INTERIOR

J___________________________

JAN. JANITOR

K___________________________

KIT. KITCHEN

L___________________________

LAM. LAMINATE

LAV. LAVATORY

LDG. LANDING

LF. LINEAR FEET

LIN. LINEAR

LOC. LOCATION

LT. LIGHT

LVR. LOUVRE

M___________________________

MAINT. MAINTENANCE

MATL. MATERIAL

MAX. MAXIMUM

MECH./MECH. RM. MECHANICAL / MECHANICAL ROOM

MFR. MANUFACTURER

MID. MIDDLE

MIN. MINIMUM

MISC. MISCELLANEOUS

MOD. MODIFY

MB. MOISTURE BARRIER

MTG. MOUNTING

MTL. METAL

N___________________________

N. NORTH

NA. NOT APPLICABLE

NIC. NOT IN CONTRACT

O___________________________

OC. / OC.EW. ON CENTER / ON CENTER EACH

WAY

OD. OUTSIDE DIAMETER

OPNG. OPENING

OPP. OPPOSITE

ORIG. ORIGINAL

P___________________________

PA. PUBLIC ADDESS(ING)

PCC. PRECAST CONCRETE

PERF. PERFORATED

PLBG. PLUMBING

PLYWD. PLYWOOD

PNL. PANEL

PRKG. PARKING

PTD. PAINTED

PTN. PARTITION

PWR. POWER

Q___________________________

QT. QUARRY TILE

QTY. QUANTITY

R___________________________

RB. RESILIENT BASE

RBR. RUBBER

RCP. REFLECTED CEILING PLAN

RD. ROOF DRAIN

REC. RECESS(ED)

REF. / RE: REFERENCE / REFER TO

REQ.('D) REQUIRE / REQUIRED

RESIL. RESILIENT

RFG. ROOFING

RH. ROOF HATCH

RM. ROOM

S___________________________

SCHED. SCHEDULE

SGL. SINGLE

SHTHG. SHEATHING

SIM. SIMILAR

SLNT. SEALANT

SP. EL. SPOT ELEVATION

SPEC. SPECIFICATION / AS SPECIFIED

SS. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

T___________________________

TD. TRENCH DRAIN

TEL. TELEPHONE

TEMP. TEMPORARY

THK. THICK/THICKNESS

TYP. TYPICAL

U___________________________

UE UNDERGROUND ELECTRICAL

V___________________________

VCT. VINYL COMPOSITION TILE

VERT. VERTICAL

W___________________________

WD. WOOD

WDW. WINDOW

W/ WITH

WWF. WELDED WIRE FABRIC

1. ALL WORK SHALL BE NEW, UNUSED, AND OF INDUSTRY-WIDE QUALITY OR AS

INDICATED HEREIN, WHICHEVER IS OF THE HIGHEST QUALITY. THE CONTRACTOR

SHALL FIELD VERIFY ALL DIMENSIONS.

2. THE CONTRACTOR SHALL MAINTAIN A CONSTRUCTION SITE NEAT AND CLEAN OF

DEBRIS AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR'S WASTE

DUMPSTERS SHALL BE EMPTIED ON A REGULAR BASIS. ROADWAYS SHALL BE CLEAR OF

DIRT AND DEBRIS. THE CONTRACTOR SHALL WATER-DOWN AREA FOR DUST CONTROL.

3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SILT FENCING AROUND THE LIMITS

OF CONSTRUCTION SITE. SILT FENCING SHALL ALSO BE PROVIDED AROUND AREA

STORM DRAINAGE SURFACE INLETS. AT THE POST CONSTRUCTION PHASE, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL MATERIALS RELATED

TO THE PROJECT SILT FENCING TO INCLUDE ACCUMULATED DEBRIS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR BRINGING THE AREA AROUND ALL SILT FENCING BACK TO

THEIR ORIGINAL CONDITION PRIOR TO THE INSTALLATION OF SAID FENCING AND

PROJECT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN RECORDS OF THE

ORIGINAL CONDITION OF THE SITE. SUCH RECORDS SHALL BE IN THE FORM OF COLOR

PHOTOGRAPHS THAT SHALL BE KEPT ON FILE AS WELL AS TRANSMITTED TO THE

GOVERNMENT FOR SAFE KEEPING.

4. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A 6'-0" TALL TEMPORARY

CONSTRUCTION CHAIN-LINK FENCE AROUND THE LIMITS OF WORK, NOT INCLUDING

THE CONSTRUCTION ACCESS ROAD. COORDINATE CHAINS AND PADLOCKS ON GATES

WITH GOODFELLOW FIRE DEPARTMENT. EACH GATE SHALL BE NUMBERED FOR

EMERGENCY ACCESS AND SHALL HAVE INGRESS/EGRESS SIGNAGE AND AREA

LIGHTING. THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS THROUGH EACH

INDIVIDUAL CONSTRUCTION SITE AT ALL TIMES.

5. TRUCK WASHOUT AREA SHALL BE CONSTRUCTED, MAINTAINED, AND CLEANED IN

ACCORDANCE WITH TCEQ REGULATIONS. PROVIDE DETAILS AND MAINTENANCE PLAN

AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN. STORMWATER

PERMITS SHALL BE REQUIRED PRIOR TO THE START OF CONSTRUCTION.

6. ALL CONTRACTORS SHALL STOCKPILE REQUIRED MATERIALS AND EQUIPMENT WITHIN

THE LIMITS OF RESPECTIVE PROJECT AREAS OR STAGING AREA AS INDICATED ON THE

DRAWINGS.

7. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS SHALL

BE PROVIDED AT ALL TIMES FROM THE ROAD TO THE STAGING AREA AND FROM THE

STAGING AREA TO THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE

BASE AT ALL TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT. THE HAUL ROAD LOCATIONS SHALL BE AS INDICATED ON THE

STAGING/LAYDOWN AND ACCESS PLAN, OR BY THE CONTRACTING OFFICER.

8. THE CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A

MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL

TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES RESPONSE TIME.

9. WHILE WITHIN GOODFELLOW AFB, THE CONTRACTOR SHALL COMPLY WITH BASE

REGULATIONS PERTAINING TO "NO FIREARMS" AND "NO ILLEGAL DRUGS."

10. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS

TO REMAIN IN PLACE.

11. ALL CONTRACTOR OPERATIONS SHALL BE CONDUCTED AND PERFORMED WITHIN

ACCORDANCE OF DEPARTMENT OF LABOR OSHA REQUIREMENTS FOUND IN 29 CFR

1910 [1910.146 AND 1910.147] AND 29 CFR 1926, AND AIR FORCE OCCUPATIONAL

SAFETY AND HEALTH [AFOSH] AND AIR FORCE INSTRUCTION [AFI] STANDARDS

INCLUDING AFI 91-203, AIR FORCE CONSOLIDATED OCCUPATIONAL SAFETY

INSTRUCTION. THE CONTRACTOR SHALL ALSO ENSURE THAT ALL WORK IS PERFORMED

IN ACCORDANCE WITH PROJECT IDENTIFIED NATIONAL STANDARDS, MILITARY

MANUALS, PAMPHLETS, INSTRUCTIONS, STANDARDS, HANDBOOKS AND WITH THE

CORPS OF ENGINEERS [COE] SAFETY MANUAL 385-1-1 [EDITION IN EFFECT ON THE

DATE OF THIS SOLICITATION]. ALL PROJECT SITES SHALL BE SUBJECT TO INSPECTION BY

THE DEPARTMENT OF LABOR. IN THE EVENT OF CONFLICT BETWEEN THE OSHA

STANDARDS AND THESE REQUIREMENTS, THE MOST STRINGENT SHALL APPLY.

12. AT ALL TIMES, THE CONTRACTOR SHALL MAINTAIN ONE FIRE LANE FREE OF

OBSTRUCTION AND MAINTAIN ACCESS TO THE SITE AND ALL SURROUNDING ROADS

AND STREETS.

13. GRASS AND WEEDY VEGETATION WITHIN THE AREAS UTILIZED BY THE CONTRACTOR,

INCLUDING WORK AREAS, ADMINISTRATIVE AREAS AND STORAGE AREAS SHALL BE

MOWED WHEN THE GRASS AND WEEDY VEGETATION IS AT A HEIGHT OF 6 INCHES,

MOWING SHALL BE TO A HEIGHT OF 3 INCHES. MOWING SHALL BE ACCOMPLISHED

WITH A ROTARY MOWER THAT LEAVES THE CLIPPINGS EVENLY DISTRIBUTED ON THE

SOIL SURFACE. MOWING SHALL BE ACCOMPLISHED DURING PERIODS AND IN SUCH A

MANNER THAT THE SOIL AND GRASS SHALL NOT BE DAMAGED. TOWED OR

SELF-PROPELLED RIDING MOWERS SHALL NOT BE OPERATED WITHIN 3 FEET OF TREES

OR SHRUBS. AREAS ADJACENT TO TREES AND SHRUBS SHALL BE MOWED WITH

HAND-PROPELLED MOWERS.

14. EROSION CONTROL DEVICES SHALL BE USED FOR STAGING AREAS AND MATERIAL

STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORMWATER RUNOFF IN

ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. A SWPPP SHALL BE

SUBMITTED PRIOR TO MOBILIZING.

A. GENERAL NOTES CONT'D

1. CONSTRUCTION ACCESS TO THE SITE SHALL BE THROUGH THE EXISTING SOUTH GATE

LOCATED ON SOUTH CHADBOURNE STREET. ALL CONSTRUCTION TRAFFIC ENTERING

THE BASE IS REQUIRED TO PASS THROUGH THE COMMERCIAL VEHICLE INSPECTION

AREA LOCATED TO THE EAST OF KEARNEY BOULEVARD. HOURS OF OPERATION ARE

FROM 6:00 A.M. TO 2:00 P.M. MONDAY THROUGH FRIDAY, PHONE 325-654-1290.

2. CONTRACTORS SHALL KEEP ALL PUBLIC ROADS AND STREETS CLEAN OF

CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR SHALL PROVIDE

EQUIPMENT AND PERSONNEL TO CLEAN ANY STREETS AS REQUESTED BY THE

CONTRACTING OFFICER. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO

STREETS, PARKING AREAS AND BASE OR GOVERNMENT PROPERTY DAMAGED FROM

THEIR CONSTRUCTION ACTIVITIES.

3. CONTRACTORS SHALL MAINTAIN A CONSTRUCTION SITE NEAT AND CLEAN OF DEBRIS AS

DIRECTED BY CONTRACTING OFFICER. CONTRACTOR WASTE DUMPSTERS SHALL BE

EMPTIED ON A REGULAR BASIS.

4. THE CONTRACTOR AND CONTRACTOR PERSONNEL WILL NOT BE REQUIRED TO

PARTICIPATE IN BASEWIDE ACTIVE SHOOTER DRILLS, EMERGENCY RESPONSE

DRILLS, AND OTHER INCIDENT RESPONSE DRILLS. THE GOVERNMENT WILL COORDINATE

THE OCCURRENCE OF THESE DRILLS WITH THE CONTRACTOR IN THE EVENT THAT

DRILLS WILL AFFECT CONTRACTOR ACCESS TO GOODFELLOW AFB.

B. STAGING NOTES

1. TRUCK WASHOUT AREA SHALL BE CONSTRUCTED, MAINTAINED AND CLEANED IN

ACCORDANCE WITH TCEQ REGULATIONS. PROVIDE DETAILS AND MAINTENANCE PLAN

AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN. STORMWATER PERMITS

ARE REQUIRED PRIOR TO THE START OF CONSTRUCTION.

2. ALL CONTRACTORS SHALL STOCKPILE REQUIRED MATERIALS AND EQUIPMENT WITHIN

LIMITS OF RESPECTIVE PROJECT AREAS OR STAGING AREA AS INDICATED ON THE

DRAWINGS.

3. CONTRACTOR SHALL CONNECT TO EXISTING OR NEW FIRE HYDRANTS FOR TEMPORARY

CONSTRUCTION WATER. INSTALL QUICK DISCONNECT, BACK FLOW PREVENTER AND

SHUT-OFF VALVE ON 2 1/2" HOSE CONNECTION ONLY. PRIOR TO MAKING ANY

CONNECTIONS TO BASE WATER SYSTEMS, THE CONTRACTOR MUST NOTIFY AND

COORDINATE WITH 17CES. A FIRE PLUG USAGE PERMIT IS REQUIRED AND USAGE SHALL

BE METERED AT ALL TIMES.

4. ALL TEMPORARY ELECTRIC POWER FACILITIES SHALL MEET OR EXCEED NESC AND NEC

REQUIREMENTS AS APPLICABLE FOR PRIMARY AND SECONDARY FACILITIES.

C. ACCESS AND VEHICLE PARKING

1. ACCESS TO THE PROJECT FOR ALL CONSTRUCTION PERSONNEL, VEHICLES AND

EQUIPMENT IS ILLUSTRATED ON THE STAGING/LAYDOWN AND ACCESS PLAN. ACCESS

ROUTES MAY BE SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS.

POTENTIAL SCHEDULE IMPACTS SHALL BE COORDINATED WITH 17CES.

2. LOCATION OF ACCESS/ HAUL ROADS ARE AS INDICATED ON G-001 AND G-002.

3. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS WILL BE

PROVIDED AT ALL TIMES FROM THE ROAD TO THE STAGING AREA AND FROM THE

STAGING AREA TO THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE

AT ALL TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE HAUL ROAD

LOCATIONS SHALL BE AS INDICATED ON G-000 AND G-001.

4. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A

MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL

TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES RESPONSE TIME.

5. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY

FORCES WHEN ENTERING THE BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL

ENTERING GOODFELLOW A.F.B. MUST HAVE A VALID PHOTO ID PER BASE SECURITY

REQUIREMENTS. ALL VEHICLES ENTERING THE BASE MUST HAVE CURRENT/ VALID

REGISTRATION, CURRENT/ VALID INSURANCE AND CURRENT/ VALID DRIVERS LICENSE

FOR THE OPERATOR. ALL DRIVERS MUST COMPLY WITH ALL GOODFELLOW AFB DRIVING

REQUIREMENTS (SPEED LIMITS, SEATBELTS, ETC.) PERSONNEL ATTEMPTING TO GAIN

ACCESS TO GOODFELLOW AFB NOT IN COMPLIANCE WITH BASE SECURITY

REQUIREMENTS MAY BE REJECTED ACCESS TO THE BASE.

6. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S

CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE WORK AREA

OR STAGING AREA.

D. COORDINATION AND COMMUNICATION DURING CONSTRUCTION

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE WORK AREAS

AND STREET CROSSINGS BY USING APPROVED BARRICADES.

E. TRAFFIC CONTROL

1. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO

REMAIN.

2. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION EQUIPMENT,

CONSTRUCTION TRAFFIC OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED TO THEIR

ORIGINAL CONDITION BY THE CONTRACTOR AT HIS/ HER OWN EXPENSE.

F. EQUIPMENT AND STOCKPILE HEIGHT

1. STOCKPILE ALL CONSTRUCTION MATERIALS WITHIN STAGING AREA. MAXIMUM HEIGHT

15.00' WITH 5:1 SIDE SLOPES. PROVIDE EROSION CONTROL PROTECTION AROUND THE

STOCKPILE LIMITS. ANY MATERIALS THAT ARE TO BE STOCKPILED FOR USE FOR OTHER

PROJECTS ON THE BASE SHALL BE COORDINATED WITH 17CES. ALL MATERIAL NOT

REQUIRED SHALL BE HAULED OFF GOVERNMENT PROPERTY.

G. EXCAVATION AND TRENCHES

1. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE

PROMINENTLY MARKED WITH ORANGE AND WHITE TYPE III BARRICADES AND WITH

FLASHING TYPE A-LOW INTENSITY WARNING LIGHTS FROM DUSK TILL DAWN.

H. OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.

2. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE FREE FROM OBSTRUCTION

AND MAINTAIN ACCESS TO THE SITE AND ALL SURROUNDING ROADS AND STREETS.

I. CONTRACTOR SAFETY PLAN SUBMITTALS

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN ACCORDANCE WITH

THE SPECIFICATIONS WITH THE PROJECT SCHEDULE. THE SAFETY PLAN SHALL

IDENTIFY THE FOLLOWING ITEMS:

A. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL ROUTES.

B. TEMPORARY MARKINGS TO BE USED, IF ANY.

C. LOCATIONS AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES.

D. METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE WITH 17CES.

J. MAINTENANCE OF STORAGE AREA

1. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE CONSTRUCTION SITE, CONSTRUCTION

TRAILER(S)/BUILDING(S), AND STORAGE AREA(S) IN A CLEAN, NEAT, WORKMAN LIKE

CONDITION, FREE FROM ACCUMULATION OF WASTE, RUBBISH, WEEDS, OVERGROWN

GRASS, OR CONSTRUCTION DEBRIS, TO THE SATISFACTION OF THE CONTRACTING

OFFICER. ALL LOOSE OR LIGHT WEIGHT MATERIALS SHALL BE SECURED TO PREVENT

BLOWING OR SCATTERING. THE BURNING OF TRASH OR CONSTRUCTION DEBRIS IS

STRICTLY PROHIBITED ON GOODFELLOW AFB. PRIOR TO FINAL INSPECTION, THE

CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS, TOOLS, EQUIPMENT, AND

MATERIALS NOT THE PROPERTY OF THE GOVERNMENT. UPON COMPLETION OF THE

WORK, THE CONTRACTOR SHALL LEAVE THE WORK SITE AND STORAGE AREA(S) IN A

CLEAN, NEAT, AND WORKMANLIKE CONDITION SATISFACTORY TO THE CONTRACTING

OFFICER. REFER TO STATEMENT OF WORK.

2. THE CONTRACTOR SHALL KEEP FENCING IN A STATE OF GOOD REPAIR AND PROPER

ALIGNMENT. GRASSED OR UNPAVED AREAS, WHICH ARE NOT ESTABLISHED ROADWAYS,

WILL BE COVERED WITH A LAYER OF GRAVEL AS NECESSARY TO PREVENT RUTTING AND

THE TRACKING OF MUD ONTO PAVED OR ESTABLISHED ROADWAYS, SHOULD THE

CONTRACTOR ELECT TO TRAVERSE THEM WITH CONSTRUCTION EQUIPMENT OR OTHER

VEHICLES; GRAVEL GRADATION WILL BE AT THE CONTRACTOR'S DISCRETION. MOW AND

MAINTAIN GRASS LOCATED WITHIN THE BOUNDARIES OF THE CONSTRUCTION SITE FOR

THE DURATION OF THE PROJECT. GRASS AND VEGETATION ALONG FENCES, BUILDINGS,

UNDER TRAILERS, AND IN AREAS NOT ACCESSIBLE TO MOWERS WILL BE EDGED OR

TRIMMED NEATLY.

3. GRASS AND WEEDY VEGETATION WITHIN THE AREAS UTILIZED BY THE CONTRACTOR,

INCLUDING WORK AREAS, ADMINISTRATIVE AREAS, AND STORAGE AREAS, SHALL BE

KEPT MOWED TO CONTROL VEGETATIVE GROWTH. VEGETATION SHALL BE MOWED

WHEN IT REACHES A HEIGHT OF 6 INCHES. MOWING SHALL BE TO A HEIGHT OF 3 INCHES.

MOWING SHALL BE ACCOMPLISHED WITH A ROTARY MOWER THAT LEAVES THE

CLIPPINGS EVENLY DISTRIBUTED ON THE SOIL SURFACE. MOWING SHALL BE

ACCOMPLISHED DURING PERIODS AND IN SUCH MANNER THAT THE SOIL AND GRASS

WILL NOT BE DAMAGED. TOWED OR SELF-PROPELLED RIDING MOWERS SHALL NOT BE

OPERATED WITHIN 3 FEET OF TREES OR SHRUBS. AREAS ADJACENT TO TREES AND

SHRUBS SHALL BE MOWED WITH HAND-PROPELLED MOWERS.

4. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY

MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER

RUNOFF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.

5. AREAS NOT MOWED: GOVERNMENT MAY IMMEDIATELY AFTER NOTICE TO THE

CONTRACTOR AND AT THE DISCRETION OF THE CONTRACTING OFFICER MOW THE

CONTRACTOR'S AREAS AT ANY TIME THE VEGETATION HEIGHT EXCEEDS 6 INCHES.

K. WATERING

1. THE CONTRACTOR SHALL COMPLY WITH THE CURRENT CITY OF SAN ANGELO, TEXAS

WATER CONSERVATION AND DROUGHT CONTINGENCY PLAN FOR ALL ON BASE WATER

USAGE.

PROJECT NOTES

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND NEW DIMENSIONS AND CONDITIONS

PRIOR TO COMMENCEMENT OF ANY AND ALL WORK FOR THIS PROJECT.

2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, TOOLS, EQUIPMENT, AND

ASSOCIATED WORK REQUIRED TO COMPLETELY EXECUTE THE PROJECT.

3. THE CONTRACTOR SHALL PROVIDE ALL WORK COMPLETE, IN THE QUICKEST TIME

PRACTICAL, AND IN A NEAT WORKMANLIKE MANNER.

4. THE CONTRACTOR SHALL PROVIDE ITEMS OF WORK NOT SPECIFICALLY INDICATED, BUT

OBVIOUSLY AND/OR NORMALLY REQUIRED TO COMPLETELY AND PROPERLY EXECUTE

THE WORK.

5. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS GOVERNING SAFETY, SPECIFICALLY

THE "OCCUPATIONAL SAFETY AND HEALTH" STANDARDS (OSHA)

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE EXISTING ON-SITE

BUILDINGS AND OTHER INSTALLATIONS THAT ARE TO REMAIN INTACT DURING AND

AFTER WORK FOR THIS PROJECT.

7. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE PROJECT

DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, BRACING AND SHORING OF

DEAD LOADS, CONSTRUCTION LOADS, AND WIND LOADS.

8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS ON SITE

DURING CONSTRUCTION FOR THIS PROJECT.

9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A CLEAN, SECURE, WEATHERTIGHT,

TEMPORARY FIELD OFFICE WITH ALL REQUIRED SERVICES DURING THE COURSE OF THE

PROJECT. THE FIELD OFFICE SHALL BE A PORTABLE FACILITY PLACED ON SITE AT A

LOCATION MUTUALLY AGREEABLE TO BOTH CONTRACTOR AND CONTRACTING OFFICER

OR CONTRACTING OFFICER REPRESENTATIVE.

10. THE CONTRACTOR SHALL MAINTAIN A COMPLETE, CURRENT SET OF THE

CONSTRUCTION DOCUMENTS AND DAILY PROJECT LOG IN THE FIELD OFFICE AT ALL

TIMES. DAILY REPORTS INDICATING NUMBER OF EMPLOYEES WORKING, WORK

PERFORMED, EQUIPMENT USED, AND PROGRESS PICTURES SHALL BE SUBMITTED VIA

EMAIL TO THE CONTRACTING OFFICER OR CONTRACTING OFFICER REPRESENTATIVE ON

A WEEKLY OR DAILY BASIS UNTIL PROJECT COMPLETION.

11. THROUGHOUT THE ENTIRE COURSE OF THE WORK, THE CONTRACTOR SHALL MAINTAIN

A QUALIFIED SUPERINTENDENT ON SITE AT ALL TIMES MONDAY-FRIDAY DURING

DESIGNATED WORK TIMES. CONTRACTOR SHALL PROVIDE AN ASSIGNED ALTERNATE ON

SITE SUPERINTENDENT DURING THE PRIMARY SUPERINTENDENTS ABSENCE. BOTH

SHALL HAVE FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR.

12. THE CONTRACTOR SHALL COORDINATE ALL WORK FOR THIS PROJECT WITH WORK OF

OTHER TRADES.

13. THE CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN PORTABLE TOILET(S) ON

SITE FOR USE BY CONTRACTOR EMPLOYEES OR SUBCONTRACTORS. USE OF EXISITNG

FIRE STATION RESTROOMS WILL NOT BE ALLOWED.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION

DEBRIS FROM PROJECT SITE AND SHALL PROVIDE AND MAINTAIN DUMPSTERS,

INCLUDING ALL ASSOCIATED DUMPING FEES, HAULING OF DEBRIS FROM SITE, AND

REMOVAL FEES.

15. THE CONTRACTOR SHALL KEEP THE PROJECT FACILITY AND SITE FREE OF ALL DEBRIS

ON A DAILY BASIS AND PROVIDE FINAL CLEANUP IN ACCORDANCE WITH THE

SPECIFICATIONS.

16. THE CONTRACTING OFFICER SHALL BE THE FINAL AUTHORITY IN MATTERS REGARDING

INTERPRETATION OF THE INSTRUCTIONS AND INTENT OF THE CONSTRUCTION

DOCUMENTS.

17. IN THE EVENT OF DISCREPANCIES, SPECIFICATIONS SHALL TAKE PRECEDENT OVER THE

DRAWINGS,

18. THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL PRODUCTS AND/OR

MATERIALS LISTED IN THE SPECIFICATIONS FOR APPROVAL PRIOR TO INSTALLATION.

19. ALL CHANGES, MODIFICATIONS, AND/OR ALTERATIONS TO THE WORK INCLUSIVE OF

THESE CONTRACT DOCUMENTS SHALL REQUIRE THE STANDARD CHANGE ORDER

PROCESS AND THE ISSUANCE OF A SIGNED CHANGE ORDER (AIA G701) PRIOR TO

PERFORMANCE WORK FOR SAID CHANGES, MODIFICATIONS AND/OR ALTERATIONS.

20. ALL PRODUCTS AND/OR MATERIALS SHALL NOT BE INSTALLED UNTIL APPROVED BY THE

CONTRACTING OFFICER.

21. ALL PRODUCTS AND/OR MATERIALS SHALL BE PROVIDED, STORED, AND INSTALLED PER

THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS, MINIMUM.

22. THE CONTRACTOR SHALL WARRANT ALL EQUIPMENT, MATERIALS, AND WORKMANSHIP

FOR A PERIOD OF ONE (1) YEAR AFTER PROJECT COMPLETION. ANY MANUFACTURER

AND/OR SPECIFIED WARRANTY THAT IS FOR PERIOD LONGER THAN THE ONE (1) YEAR

WARRANTY SHALL BE SO WARRANTED.

23. THE CONTRACTOR SHALL ENSURE THAT ALL EXTERIOR GRADES AT NEW

CONSTRUCTION PROVIDE FOR POSITIVE DRAINAGE AWAY FROM THE BUILDING.

24. ALL WELDERS SHALL BE CURRENTLY A.W.S. CERTIFIED AND WELDING SHALL COMPLY

WITH CURRENT A.W.S. STANDARDS.

25. GYPSUM WALL AND CEILING BOARDS SHALL BE TEXTURED ORANGE PEEL THROUGHOUT

AND/OR WHERE REQUIRED.

26. THE CONTRACTOR SHALL PROVIDE OWNER WITH A SINGLE "AS-BUILT" SET OF

DRAWINGS COMPRISED OF RED-LINE MARKUPS OF ALL PROJECT ALTERATIONS AND/OR

CHANGES.

27. ALL COMPACTION FOR FILL SHALL BE 95% STANDARD PROCTOR DENSITY, MINIMUM.

28. THE CONTRACTOR SHALL NOT SCALE DRAWINGS HEREIN.

PROJECT NUMBER:

SHEET TITLE

SEQ OFSHEET

JCGU 25-7007

4 DECEMBER 2025

DATE:

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F

LO

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G , B

JC

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-7

R .T er az as

J.

H er na nd ez

NOT FOR CONSTRUCTION

R .T er az as

J.

H er na nd ez

T.

M ar tin so n

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GEN. INFO. 2

G-00303

OFFICE

MEN'S

WOMEN

JAN.

STORAGE

140 FOOD PREP

CAN WASH

COOKING

KITCHEN AREA

124HALL

STORAGE

CORR.

DISHWASH

MECHANICAL RM.

SERVING LINE #1

SERVING LINE #2

SERVING LINE #3

FREEZER

POT WASH

OFFICE #2

MEAT REFRIG

130DAIRY REFRIG

REFRIG.

128 FREEZER

VESTIBULE

DINING RM

VESTIBULE

LOBBY

DINING RM

VESTIBULE

MEN'S

WOMEN'S

JAN.

BUSCARTS

SEATING AREA

COOK'S REFRIG

PROJECT NUMBER:

SHEET TITLE

SEQ OFSHEET

JCGU 25-7007

4 DECEMBER 2025

DATE:

G O

O D

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D es ig ne d by

D ra w n by

R ev ie w ed b y:

Su bm itt ed b y:

R

EP

AI

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K

IT

C H

EN

F

LO

O

R

IN

G , B

JC

G

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-7

R .T er az as

J.

H er na nd ez

NOT FOR CONSTRUCTION

R .T er az as

J.

H er na nd ez

T.

M ar tin so n

C

ES

/C

EN

M

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PHASING PLAN

G-00404

PHASING PLAN

32" = 1' - 0"1

1 1

X

PHASE 2

PHASE 3

2 2

MEN'S

WOMEN

JAN.

STORAGE

140 FOOD PREP

CAN WASH

COOKING

KITCHEN AREA

124HALL

STORAGE

CORR.

DISHWASH

MECHANICAL RM.

SERVING LINE #1

SERVING LINE #2

SERVING LINE #3

FREEZER

POT WASH

OFFICE #2

MEAT REFRIG

130DAIRY REFRIG

REFRIG.

128 FREEZER

JAN.

SEATING AREA

COOK'S REFRIG

OFFICE

MEN'S

WOMEN

JAN.

STORAGE

140 FOOD PREP

CAN WASH

COOKING

KITCHEN AREA

124HALL

STORAGE

CORR.

DISHWASH

MECHANICAL RM.

SERVING LINE #1

SERVING LINE #2

SERVING LINE #3

FREEZER

POT WASH

OFFICE #2

MEAT REFRIG

130DAIRY REFRIG

REFRIG.

128 FREEZER

JAN.

SEATING AREA

COOK'S REFRIG

PROJECT NUMBER:

SHEET TITLE

SEQ OFSHEET

JCGU 25-7007

4 DECEMBER 2025

DATE:

G O

O D

FE

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D es ig ne d by

D ra w n by

R ev ie w ed b y:

Su bm itt ed b y:

R

EP

AI

R

K

IT

C H

EN

F

LO

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R

IN

G , B

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-7

R .T er az as

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NOT FOR CONSTRUCTION

R .T er az as

J.

H er na nd ez

T.

M ar tin so n

C

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/C

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M

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DEMO AND NEW

FLOORPLAN

AD-10105

DEMOLITION PLAN

SCALE: 3

32" = 1' - 0"1

KEYPLAN

32" = 1' - 0"

FLOORPLAN - NEW

SCALE: 3

32" = 1' - 0"2

X

TYP.

PHASE 2 PHASE 3

PHASE 2 PHASE 3

6 TYP.

4 4

TYP.

TYP. 5

5TYP.

TYP.

TYP.

PHASE 2 PHASE 3

PHASE 2 PHASE 3

X

TYP.

TYP.

5TYP.

TYP.

5 TYP.

TYP.

TYP.

'-3

4' -8

3 4"

6' -1

11 2"

'-4

20'-7"

'-3

29'-9"

'-8

1 2"

17'-4"

5 TYP.

MEN'S

WOMEN

JAN.

STORAGE

140 FOOD PREP

CAN WASH

COOKING

KITCHEN AREA

124HALL

STORAGE

CORR.

DISHWASH

MECHANICAL RM.

SERVING LINE #1

SERVING LINE #2

SERVING LINE #3

FREEZER

POT WASH

OFFICE #2

MEAT REFRIG

130DAIRY REFRIG

REFRIG.

128 FREEZER

JAN.

SEATING AREA

COOK'S REFRIG

PROJECT NUMBER:

SHEET TITLE

SEQ OFSHEET

JCGU 25-7007

4 DECEMBER 2025

DATE:

G O

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D es ig ne d by

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R ev ie w ed b y:

Su bm itt ed b y:

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F

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G , B

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R .T er az as

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T.

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EQUIPMENT PLAN

Q-10106

EQUIPMENT PLAN

SCALE: 3

32" = 1' - 0"1

PHASE 2

PHASE 2 PHASE 3

KITCHEN EQUIPMENT

TAG # NAME HOOKUP (IF APPLICABLE) MFR (IF AVAILABLE) REMARKS

1 SHELVING N/A N/A 5 TIER MTL SHELVES

2 DUNNAGE RACKS N/A N/A SINGLE TIER FLOOR RACKS

3 3-DOOR REFRIGERATOR ELECTRIC TRAULSEN

4 LARGE STEAM KETTLE GAS / WATER VULCAN 40 GALLON STEAM KEETLE

5 SMALL STEAM KETTLE GAS / WATER VULCAN 6 GALLON STEAM KETTLE

6 COMBINATION OVENS GAS RATIONAL (2) DOUBLE STACKED COMBO

OVENS

7 3-COMPARTMENT SINK WATER WASSERTOM SINK W/ WORK SPACE

8 WORK TABLE W/ SINK WATER N/A

9 3-COMPARTMENT FRYER GAS PITCO

10 OVERN ELECTRIC DUKE CONVECTION OVEN AND PROOFER

11 BLAST CHILLER ELECTRIC TRAULSEN

12 3-DOOR FREEZER ELECTRIC TRAULSEN

13 ICE MACHINE AND BIN WATER HOSHIZAKI AND FOLLET

14 CONVECTION OVEN GAS VULCAN

15 PREP TABLE N/A N/A

16 TILT SKILLET ELECTRIC CLEVELAND RANGE 40 GALLON TILT SKILLET

17 COMBINATION OVEN GAS RATIONAL ROLL-IN COMBO OVEN

18 PASS THROUGH WARMER ELECTRIC TRAULSEN

19 PASS THROUGH FRIDGE ELECTRIC TRAULSEN

20 STAND MIXER ELECTRIC N/A

21 BUFFALO CHOPPER ELECTRIC N/A

22 METAL LOCKERS N/A N/A

23 DESK N/A N/A

24 FILING CABINET N/A N/A

25 PASS THROUGH WARMER ELECTRIC VICKTORY

26 REACH-IN WARMER ELECTRIC TRAULSEN

27 SINKS AND COUNTER WATER / ELECTRIC N/A SINK W/GARBAGE DISPOSAL

28 CLIPPER WATER / GAS? HOBART CLIPPER WITH BOOSTER HEATER

29 CLIPPER WATER / ELECTRIC? CHAMPION DISHWASHER AND CONVEYOR BELT

30 TRAY ACCUMULATOR AND TROUGH

COLLECTOR N/A AEROWORKS AND SLAVAJOR

31 ROLLING TABLE N/A N/A

32 ROLLING BREAD RACK N/A N/A

33 ROLLING PUSH CART N/A N/A

34 WHEELED SHELVING N/A N/A 4-TIER METAL SHELVING

35 METAL DOUGH RACK N/A N/A

MEN'S

WOMEN

JAN.

STORAGE

140 FOOD PREP

CAN WASH

COOKING

KITCHEN AREA

124HALL

STORAGE

CORR.

DISHWASH

MECHANICAL RM.

SERVING LINE #1

SERVING LINE #2

SERVING LINE #3

FREEZER

POT WASH

OFFICE #2

MEAT REFRIG

130DAIRY REFRIG

REFRIG.

128 FREEZER

JAN.

SEATING AREA

COOK'S REFRIG

PROJECT NUMBER:

SHEET TITLE

SEQ OFSHEET

JCGU 25-7007

4 DECEMBER 2025

DATE:

G O

O D

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R ev ie w ed b y:

Su bm itt ed b y:

R

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K

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C H

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F

LO

O

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G , B

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-7

R .T er az as

J.

H er na nd ez

NOT FOR CONSTRUCTION

R .T er az as

J.

H er na nd ez

T.

M ar tin so n

C

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SAN. SEWER

PLUMBING PLAN

P-10107

SANITARY SEWER PLAN

SCALE: 3

32" = 1' - 0"1

KEYPLAN

32" = 1' - 0"

X

1 TYP.

1 TYP.

1 TYP.

3 TYP.

3 TYP.

4 TYP.

TYP.

TYP.

1591846821C Typewritten Text Area in RED and Beyond Not in Scope

1591846821C Line

1591846821C Polygonal Line

1591846821C Polygonal Line