Att12_200270_IFC_PLANS.pdf

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TAXIWAY A

TAXIW

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TAXIWAY C

TAXIWAY D

TAXIW

AY EE

TAXIWAY F

E lm

C re ek

C rutc ho C r eek

Kuhlman Creek

Soldier Creek

Kuhlman Creek

E lm

C reek

East Crutcho Creek

Elm Creek

E lm

C re ek

Elm Creek

E lm

C reek

Elm Creek

E lm

C reek

Ku hl m an

C re ek

E as t C ru tc ho

C re ek

Elm C re ek

West Crutcho Creek W es t C ru tc ho

C re ek

Elm Creek

Soldier Creek

E lm

C ree k

Soldier Creek

S oldie r C reek

E as t C ru tc ho C re ek

Elm Creek

E a s t C ru tc ho

C re e k

E as t C ru tch o C r eek

Soldier Creek

S ol di er

C re ek

Eas t C rutcho C ree k

S oldi er C r eek

Soldier C reek

S ol di er

C re ek

East Crutcho Creek

560 4

E as t D r.

SE 59th St.

S ta ff D r.

5th Ave

W ar eh ou se R d.

7th St.

M cN ar ne y A ve

Mitchell Ave

C oo k A ve

W es t D r.

Extender Dr.

5th Ave.

Globemaster Dr.

A ir

D ep ot

Mercury Rd.

P on d R d.

"C " A ve

H ill to p

R d.

"M " A ve

Doolittle Ave

W hi te D r.

B al l P ar k R d .

6th St.

P ow er ho u se

D r.

In tr ud er

D r.

Holden Dr.

Vanaman Rd.

1st St.

Arnold St.

SE 74th St

A ir

D ep ot

Patrol Rd.

Reserve Rd.

"A " A ve

M un iti on s R d.

"B " A ve

"H " A ve

A le rt R d.

"E "A ve

Sentry Rd.

34th St.

Twining Dr.

Jo ne s

T ow er R d

Vanaman Rd.

In du st ria l B lv d.

S ou th S t.

1st St.

D oo lit tle

A ve

P ic ni c

R d.

J a m es D r .

W ol fe D r.

A ir

D ep ot

"D " A ve

Perimeter Rd.

R apcon R d.

Reserve Rd

"L " A ve

"F

A ve

1st St.

B r o w n

D r.

O ld

A ir

D ep ot

Airey Dr.

General Motors Dr

Bradley Dr.

Entrance Road "C"

Entrance Road "A"

"C " A ve

Vandenberg Dr.

D or m ito ry R d.

Dormitory Rd.

Chennault Dr.

M itc he ll

A ve

Spaatz Dr.

E ng in e

T e st D r.

3rd Ave.

"D " D riv e

Joint STARS Dr.

A ir

D ep ot B lv d

Turbine Dr.

Turbine Dr.

Central Plant Dr.

6th St.

Falco n D r.

Blac kb ird D r.

W ey l a nd

L oo p

Pegasus Dr.

Thun derbolt D r.

Munitions Rd. Ext.

Codding Rd.

Starlifter Dr.

Chidlaw Ct.

C or sa ir

D r.

Rap to r C t.

N ig ht H aw k

C t.

P ha nt om

D r.

F ra nk lin

S ky m as te r

D r.

Spaatz Ct.

La w r e nc e

M un de ll

Nabors Dr.

M cN ic kl e

M i ll er D r .

T ai l F ea th er

D r.

Ai re y C ir.

Smith Ct.

Raven Ct.

Ai r D ep ot

A i r

D ep ot

1st St.

TAXIWAY F

R a w l i n g s

A v e

M i t c h e l l

A v e

Mercury Rd.

R ai ly ar d R d.

H er cu le s R d.

2 3 0

4 1 65 0 6

3 7 0 5

6 8 5

2 6 0

1 1

6 9 0

2 0 0

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8 3 0

3 1 0 5

570 2

570 3

11401128

9 8 6

59035909

2 4 4

8 6 0

1 0 2 2

9 8 5

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1 0 9 5

9 3 0 7

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4 0 3 1

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6 2 5 0 9

4 0 2 3

4 0 4 8

3 5 0 7

4 0 5 8

1 0 8 8

9 3 0 5

5 7 0 4

57 3 0

1 0 2 5

1 0 8 6

2 1 3

82 9

8 1 1

6 6 0 4

1 0 9 7

10 2 7

9 6 4

6 2 5 1 2

81 9

6 2 5 2 5

4 0 3

11 2 4

1 0 2 9

1 0 4 6

10 5 4

9 9 9 9 9

6 2 5 4 3

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1 0 6 2

6 0 2 6

71086

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4 0 4 5

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1 0 7 7

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9 3 0 6

4 0 6 8

6 2 5 0 3

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6 2 5 4 2

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15904

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6 2 5 0 2

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6 2 5 0 1

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8 4 3 0

8 4 3 5

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4 1 3

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5 9 3 1

5 9 3 0

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6 2 5 4 0

1 1 5 6

6 6 1 2

4 7 3

4 0 4 9

5 9 1 4

6 1 0 8 9

9 3 0 9

4 0 7 9

6 6 1 1

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6 2 5 2 8

6 2 5 2 3

6 2 5 0 1 X

1 0 4 9

1 0 8 9

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437 74

59 2

1 0 5 1

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3 3 0 5

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2 4 1

4 0 0 2

3 2 0 2

3592135916

9 8 8

6 6 0 3

32101

930G

948-E

911-E

948-W

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33001

35913

65672

930S

43609

42116

5 9 2 4

6 2 5 1 7

1 0 3 6

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1 0 2 5

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6 2 5 2 6

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625 27

6 2 5 1 3

6 2 5 0 1 O K

112 89

1 0 3 4

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15930

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71089

45134

96022

4 3 1 2 0

4 4 0 4 5

43610

411 63

15930

1 0 7 8

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SHEET NUMBER

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

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REVIEWED BY:

REVIEWED BY:

USING AGENCY:

ASBESTOS EVALUATION:

SAFETY:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

INDUSTRIAL HYGIENE:

DATE:

SIGNATURES

CORROSION ENGINEER: (CECE)

CE OPERATIONS: (CECO)

COMMUNICATIONS: (COMM)

CHIEF ENGINEER DIR: (CECE)

CHIEF DESIGN BRANCH: (CECE)

DESIGN MANAGER: (CECE)

ZONE MANAGER:

CONSTRUCTION MANAGEMENT: (CECE)

ENVIRONMENTAL:

BASE CIVIL ENGINEER: (CE)

FIRE DEPARTMENT: (CEFT)

1. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES

OR COMPANIES IS FOR THE PURPOSE OF ESTABLISHING

MINIMUM QUALITY STANDARDS, IDENTIFICATION AND

GUIDANCE AND IS NOT INTENDED TO LIMIT SELECTION OF

OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED

THE SPECIFIED ITEMS IN TERMS OF PHYSICAL

PROPERTIES, INCLUDING, COLOR RANGE, FINISH,

DURABILITY, APPEARANCE, PERFORMANCE

CHARACTERISTICS, AND OTHER FACTORS. OTHER

PRODUCTS, MATERIALS, COLORS AND SYSTEMS, MAY BE

SUBMITTED FOR EVALUATION AND

APPROVAL/DISAPPROVAL BY THE CONTRACTING OFFICER.

2. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE

CONSIDERED AS A WHOLE IN THAT THE GENERAL

CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE

RESPONSIBLE FOR THE INFORMATION PRESENTED ON ALL

SHEETS ON THE SET OF DRAWINGS AND ALL SECTIONS OF

THE SPECIFICATIONS.

3. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL

CONSTRUCTION FENCING AND BARRICADES AS REQUIRED

TO PROTECT CONSTRUCTION MATERIAL AND TO PREVENT

ANY UNAUTHORIZED PERSONNEL FROM ENTERING THE

CONSTRUCTION SITE.

4. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES

CAUSED BY CONSTRUCTION TRAFFIC OR ANY

CONSTRUCTION OPERATION SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR TO MATCH OR EXCEED

EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE

GOVERNMENT.

5. ALL WORK NOTED & LOCATED IN THESE DOCUMENTS SHALL

BE UNDERSTOOD BY THE CONTRACTOR TO REQUIRE ALL

NEW LABOR & MATERIALS UNLESS SPECIFICALLY NOTED

TO BE "EXISTING" OR "BY OTHERS".

GENERAL NOTES:

WWYK200270

DRUG TEST OFFICE

RENOVATION,

BLDG 7037

TINKER AFB, OK

VICINITY MAP

LEGEND

CONTRACTOR

HAUL ROUTE

PROJECT LOCATION

BASE CIVIL

ENGINEER

B400

EAKER

GATE

TINKER GATE

PASS & ID

B6611

VANCE GATE

GOTT GATE

TRUCK GATE

PROJECT

LOCATION

PIAZZA GATE

HOPE GATE

LIBERATOR GATE

LANCER GATE

HRUSKOCY GATE

BASE OPERATIONS B240

FIRE DEPARTMENT B117

CONTRACTING B3

:2 A

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OK LF AO HE OT MAT AS DARIUS

SHROFF

A6884

04/24/2026

A7250

ROBERT

ANDREW

MATJASKO

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SHEET NUMBER

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

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SHEET LIST

SHEET NUMBER SHEET NAME 3

GENERAL

G-001 COVER SHEET X X X X

G-002 SHEET INDEX X X X X

G-003 GENERAL NOTES, ABBREVIATIONS X X X X

G-100 CODE ANALYSIS X X X X

G-101 CODE ANALYSIS X X X X

G-102 LIFE SAFETY PLAN X X X X

G-103 CODE COMPLIANCE SITE PLAN X X

CIVIL

C-001 GENERAL NOTES AND LEGEND X X X

C-101 EXISTING CONDITIONS AND DEMOLITION PLAN X X X X

C-102 SITE PLAN X X X X

C-103 UTILITY PLAN X X X X

C-104 GRADING AND EROSION CONTROL PLAN X X X

C-501 SITE DETAILS X X X

C-502 SITE DETAILS X X X

C-503 EROSION CONTROL DETAILS X X X

STRUCTURAL

S-001 GENERAL NOTES AND STANDARD DETAILS X X X X

S-002 STRUCTURAL SPECIAL INSPECTIONS X X X X

S-003 STRUCTURAL TYPICAL CONCRETE DETAILS 1 X X X X

S-004 STRUCTURAL TYPICAL CONCRETE DETAILS 2 X X X X

S-005 STRUCTURAL CONCRETE DRILLED PIER AND PEDESTAL SCHEDULES AND DETAILS X X X X

SB100 SOIL BORING PLAN AND LOG X X

SD101 STRUCTURAL FIRST FLOOR DEMOLITION PLAN X

S-101 FLOOR FRAMING PLAN X X X X

S-102 ROOF FRAMING PLAN X X X

S-103 ROOF LOADING DIAGRAM X X X

S-201 FRAMING ELEVATIONS X X X

S-301 FOUNDATION SECTIONS x X X

S-302 FOUNDATION SECTIONS X X X

S-501 STRUCTURAL DETAILS X X X

ARCHITECTURAL

AD101 DEMOLITION - FLOOR PLAN X X X X

AD102 DEMOLITION - ROOF PLAN X X X X

A-101 FLOOR PLAN X X X X

A-102 ROOF PLAN X X X X

A-103 REFLECTED CEILING PLAN X X X X

A-104 FINISH PLAN X X X

A-201 ELEVATIONS X X X X

A-301 BUILDING SECTION X X X

A-302 PARTIAL BUILDING SECTION X X X

A-310 WALL SECTIONS X X X

A-430 INTERIOR ELEVATIONS X X X

A-431 INTERIOR ELEVATIONS X X X

A-501 ARCHITECTURAL DETAILS X X X

A-502 ARCHITECTURAL DETAILS X X X

A-503 CASEWORK DETAILS X X X

A-504 ABA DETAILS X X X

A-601 PARTITION TYPES X X X

A-603 DOOR & WINDOW SCHEDULES X X X

A-604 DOOR & WINDOW DETAILS X X X

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES X X X X

FA101 FIRE ALARM AND MASS NOTIFICATION PLAN - NEW WORK X X X X

FA102 ACOUSTICALLY DISTINGUISHABLE SPACE X X X

FA501 FIRE ALARM DETAILS X X X X

FA601 FIREALARM MATRIX AND DIAGRAM X X X X

FD101 FIRE ALARM AND MASS NOTIFICATION PLAN - DEMOLITION X X X X

SHEET LIST

SHEET NUMBER SHEET NAME 3

PLUMBING

P-001 PLUMBING LEGENDS, SYMBOLS, AND ABBREVIATIONS X X X X

PD100 PLUMBING UNDERFLOOR DEMO PLAN X X X X

PD101 PLUMBING DEMO FLOOR PLAN X X X X

P-100 PLUMBING UNDERFLOOR PLAN X X X X

P-101 PLUMBING FLOOR PLAN X X X X

P-102 PLUMBING ROOF PLAN X X X X

P-501 PLUMBING DETAILS X X X X

P-502 PLUMBING ISOMETRIC - WATER X X

P-503 PLUMBING ISOMETRIC - SANITARY X X X X

P-601 PLUMBING SCHEDULES X X X X

P-602 PLUMBING SCHEDULES X X X X

MECHANICAL

M-001 MECHANICAL LEGENDS, SYMBOLS, AND ABBREVIATIONS X X X X

MD101 MECHANICAL DEMO PLAN X X X X

M-101 MECHANICAL FLOOR PLAN X X X X

M-301 MECHANICAL SECTIONS X X

M-501 MECHANICAL DETAILS X X X X

M-502 MECHANICAL DETAILS X X X X

M-503 MECHANICAL DETAILS X X X X

M-601 MECHANICAL SCHEDULES X X X X

M-602 MECHANICAL SCHEDULES X X X X

M-603 MECHANICAL SCHEDULES X X X X

M-701 MECHANICAL CONTROLS X X

M-702 MECHANICAL CONTROLS X X

M-703 MECHANICAL CONTROLS X X

M-704 MECHANICAL CONTROLS X

ELECTRICAL

E-001 ELECTRICAL SYMBOLS, LEGEND, & ABBREVIATIONS X X X X

ED101 ELECTRICAL SITE DEMOLITION PLAN X X X X

ED102 ELECTRICAL DEMOLITION PLANS X X X

ES101 ELECTRICAL SITE PLAN X X X X

E-101 ELECTRICAL POWER PLAN X X X

E-102 ELECTRICAL LIGHTING PLAN X X X X

E-103 LIGHTING PHOTOMETRIC PLAN X X X

E-104 EMERGENCY LIGHTING PHOTOMETRIC PLAN X X

E-501 ELECTRICAL DETAILS X X X

E-601 ELECTRICAL SCHEDULES X X X X

E-602 ELECTRICAL ONE-LINE AND PANEL SCHEDULES X X X X

TELECOMMUNICATIONS

T-001 TELECOM AND SECURITY LEGEND X X X

T-101 TELECOM FLOOR PLAN X X X

T-401 ENLARGED TELECOM ROOM X X X

T-501 TELECOM DETAILS X X X

TY101 SECURITY FLOOR PLAN X X X

TY501 SECURITY DETAILS X X X

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DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

1 IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL

EXISTING CONDITIONS AND QUANTITIES FOR THEIR RESPECTIVE

TRADES PRIOR TO SUBMITTING PRICING TO THE GENERAL

CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO THE

FOLLOWING EXISTING CONDITIONS AND/OR MATERIALS THAT

MUST BE REMOVED AND/OR SURFACES PREPARED FOR NEW

MATERIALS/WORK: DRYWALL PARTITIONS AND WALLS, MASONRY

WALLS, CEMENTITIOUS WALLS, CERAMIC FLOORS AND WALLS

AND/OR FINISHES AND MECHANICAL/ELECTRICAL EQUIPMENT AND

DEVICES.

DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS OR

ELEVATIONS WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR

SIMILAR CONDITIONS THROUGHOUT UNLESS OTHERWISE NOTED.

5.

ALL PIPE CONDUIT AND DUCT PENETRATIONS THROUGH FLOORS

AND FIRE-RATED WALLS AND CEILINGS SHALL BE SEALED WITH A

UL LISTED ASSEMBLY SUCH THAT FIRE RATINGS ARE MAINTAINED.

THERE WILL BE ADJACENT AREAS OF THE BUILDING THAT MUST

REMAIN OPERATIONAL DURING THE COURSE OF THIS PROJECT.

ACCESS TO CEILING AREAS AND SHUT DOWNS OF SERVICES ARE

REQUIRED TO BE COORDINATED WITH THE OWNERS

REPRESENTATIVE.

15.

14.

CONTRACTOR SHALL PROTECT, PATCH AND REFINISH TO MATCH

EXISTING AREAS TO REMAIN AND AREAS DISTURBED BY NEW

CONSTRUCTION, U.O.N.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING

AND PATCHING REQUIRED FOR PROPER INSTALLATION OF

MATERIAL AND EQUIPMENT. PROVIDE DEMOLITION AND

PATCH/REPAIR IN ALL AREAS (WHETHER SPECIFICALLY SHOWN

OR NOT) TO ACCOMMODATE ALL WORK INCLUDING MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION.

13.

12.

11.

"AS REQUIRED" MEANS AS REQUIRED BY REGULATORY

REQUIREMENTS, BY REFERENCED STANDARDS, BY EXISTING

CONDITIONS, BY GENERALLY ACCEPTED CONSTRUCTION

PRACTICE OR BY THE CONTRACT DOCUMENTS.

7.

CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING,

BACKING, FRAMING HANGERS OR OTHER SUPPORTS FOR ALL

FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL

OTHER ITEMS REQUIRING SAME.

DIMENSIONS ARE TO FACE OF FINISHED WALL UNLESS

OTHERWISE NOTED.

ALL DIMENSIONS GIVEN AS CLEAR ARE NOT ADJUSTABLE

WITHOUT ARCHITECT/ENGINEER'S APPROVAL.

10.

9.

8.

"TYPICAL" OR "TYP." MEANS THAT THE CONDITION IS

REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS

OTHERWISE NOTED. "SIMILAR" OR "SIM." MEANS COMPARABLE

CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY

DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS.

"ALIGN" AS USED IN THESE DOCUMENTS MEANS TO ACCURATELY

LOCATE FINISHES IN THE SAME PLANE.

6.

LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE,

DETAILS TAKE PRECEDENCE OVER ALL. CONTRACTOR SHALL

NOTIFY ARCHITECT OF CONFLICTS IN WRITING, PRIOR TO

PROCEEDING WITH THE WORK IN QUESTION.

THE CONTRACTOR SHALL CHECK ALL CONTRACT DOCUMENTS,

FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AS SHOWN

BEFORE PROCEEDING WITH THE CONSTRUCTION. IF THERE ARE

ANY QUESTIONS, THE CONTRACTOR SHALL OBTAIN A

CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH

THE WORK IN QUESTION OR RELATED WORK.

DRAWINGS SHALL NOT BE SCALED. WRITTEN DIMENSIONS SHALL

ALWAYS GOVERN. CONTRACTOR REQUIRING DIMENSIONS NOT

NOTED, SHALL CONTACT THE ARCHITECT FOR SUCH

INFORMATION PRIOR TO PROCEEDING WITH WORK RELATED TO

THOSE DIMENSIONS.

4.

3.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE

UNIFIED FACILITY CRITERIA, INTERNATIONAL (IBC) BUILDING CODE

REQUIREMENTS, & TINKER AIR FORCE BASE STANDARDS.

2.

1.

ARCHITECTURAL SYMBOLS

1'-0"

XXXXXXXX

X

X

A101

EXISTING COLUMN GRID DESIGNATOR

KEYNOTE

TITLE

SHEET NUMBER DETAIL IS DRAWN ON

DETAIL NUMBER

SCALE:

XX

X-XXX

X

FINISH FLOOR ELEVATION

EL. = 100 - '0"

XX

X-XXX

ARCHITECTURAL LEGEND

SUFFIX FOR MULTIPLE DOORS)

(MATCHES ROOM NUMBER, WITH LETTER

(PLAN, SECTION, DETAIL OR ELEVATION)

DOOR NUMBER

GRID LINE

DIMENSION LINE

ARCHITECTURAL ELEVATIONS EXTERIOR

ARCHITECTURAL DETAIL

REVISION DELTA

PARTITION TYPE REF A-601

EXISTING TO BE REMOVED

NEW CONSTRUCTION

EXISTING TO REMAIN

EXISTING TO REMAIN

ARCHITECTURAL ELEVATIONS INTERIOR

XX

X-XXX

XX

X-XXX

XX

X-XXX

CORRIDOR

3 ROOM NUMBER

ROOM NAME

NORTH ARROW

X

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72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

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NOTE 1: FIRE RATING MAYBE INCREASED DUE TO OTHER CRITERIA SUCH AS FIRE AREA SEPARATION.

• ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS): 0 HOUR

• FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS): 0 HOUR

• NON-BEARING WALLS & PARTITIONS - INTERIOR: 0 HOUR (NOTE 1)

• NON-BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

• BEARING WALLS - INTERIOR: 0 HOUR

• BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

• STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES): 0 HOUR

IBC 601 & TABLE 601 ALL ALLOWABLE COMBUSTIBLE MATERIALS AS

DEFINED IN SECTION 603

REQUIRED STRUCTURAL ELEMENTS:

• TYPE IIB CONSTRUCTION (IBC) - II(000) PER NFPA 220 IBC § 602 & TABLE 601

IBC CHAPTER 6 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-6

TYPES OF CONSTRUCTION:

• ACTUAL BUILDING HEIGHT AND STORIES: 14FT AND ONE (1) STORY IBC § 504 BUILDING HEIGHT

WITHOUT AUTOMATIC SPRINKLER)

• ALLOWABLE HEIGHT: 55 FT AND 2 STORIES (GROUP A-3 IBC § 504.1 TABLE 504.3/504.4

• ACTUAL TOTAL BUILDING AREA: 4,600 SFT IBC § 506 BUILDING AREA

WITHOUT AUTOMATIC SPRINKLERS.)

• ALLOWABLE TABULATED FLOOR AREA: 9,500 SF (SINGLE STORY, MIXED USE; GROUP A-3 IBC Table 506.2.2

• TYPE IIB CONSTRUCTION (IBC) - II(000) PER NFPA 220 IBC § 602 & TABLE 601

IBC CHAPTER 5 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-5

GENERAL BUILDING HEIGHTS AND AREAS:

• THERE ARE NO SPECIAL DETAILED REQUIREMENTS BASED ON USE

USE UFC 3-600-01 CHAPTER 4 IN LIEU OF IBC CHAPTER 4. UFC 1-200-01 § 2-4

SPECIAL DETAILED REQUIREMENTS BASED ON USE:

NEW ASSEMBLY OCCUPANCIES NFPA 101 CHAPTER 12

NEW BUSINESS OCCUPANCIES NFPA 101 CHAPTER 38

• NFPA OCCUPANCY CLASSIFICATIONS - MIXED USE AND OCCUPANCY - NON-SEPARATED OCCUPANCY: NFPA 101 § 6.1.14.3

FINISH, FIRE PROTECTION FEATURES AND MEANS OF EGRESS.

RATING OF INTERIOR LOAD-BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), INTERIOR

NFPA 101 APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE UFC 3-600-01 § 3-3.1.2

GROUP A-3 ASSEMBLY IBC § 303 (ASSEMBLY)

GROUP B BUSINESS IBC § 304 (BUSINESS)

• IBC OCCUPANCY CLASSIFICATIONS - MIXED USE AND OCCUPANCY - NON-SEPARATED OCCUPANCY: IBC § 508.3

AREA, BUILDING SEPARATION AND OCCUPANCY SEPARATION.

IBC APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO BUILDING HEIGHT, BUILDING UFC 3-600-01 § 3-2.1.2

IBC CHAPTER 3 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-3

BUILDING USE AND OCCUPANCY CLASSIFICATION:

BUILDINGS FOR THE OCCUPANCY.

APPLICABLE TO NEW CONSTRUCTION FOR THE OCCUPANCY AND 2) THE EXISTING PORTION OF THE BUILDING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 101 APPLICABLE TO EXISTING

WHERE AN ADDITION, AS DEFINED BY NFPA 101, IS MADE TO A BUILIDNG, BOTH OF THE FOLLOWING CITERIA SHALL BE MET: 1) THE ADDITION SHALL COMPLY WITH OTHER SECTIONS OF NFPA 101

GENERAL REQUIREMENTS:

ADDITION; AN INCREASE IN THE BULDING AREA, AGGREGATE FLOOR AREA, BUILDING HEIGHT, OR NUMBER OF STORIES OF A STRUCTURE.

NFPA 101 - ADDITION: NFPA 101 § 43.2.2.1.7

LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING AREA.

IEBC - ALTERATION LEVEL 3: IEBC § 604.1

PROJECT DESCRIPTION (IEBC AND NFPA 101):

THIS PROJECT CONSISTS OF THE COMPLETE RENOVATION OF THE EXISTING B7037 AND A NEW 2,500 SFT ADDITION AT TINKER AIR FORCE BASE, OKLAHOMA.

PROJECT DESCRIPTION:

TAFB FP FIRE PROTECTION STANDARDS (2026)

INTERNATIONAL CODE COUNCIL, INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2024 EDITION

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2024 EDITION. (AS AMENDED BY UFC 1-200-01).

OTHER REFERENCES

NFPA 291, RECOMMENDED PRACTICE FOR WATER FLOW TESTING AND MARKING OF HYDRANTS, 2025 EDITION.

NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2022 EDITION.

NFPA 170, STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS, 2024 EDITION.

NFPA 101, LIFE SAFETY CODE, 2024 EDITION.

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2024 EDITION.

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2025 EDITION.

NFPA 70, NATIONAL ELECTRIC CODE, 2023 EDITION.

NFPA 51B, STANDARD FOR FIRE PREVENTION DURING WELDING, CUTTING, AND OTHER HOT WORK, 2024 EDITION.

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2026 EDITION.

NFPA 1, FIRE CODE, 2024 EDITION.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) - LATEST EDITIONS

UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS (09 APRIL 2008 WITH CHANGE 1, 01 JAN 2010)

UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (12 DEC 2018 WITH CHANGE 3, 24 MAY 2024)

UFC 3-601-02, FIRE PROTECTION SYSTEMS INSPECTION, TESTING, AND MAINTENANCE (07 OCT 2021 WITH CHANGE 1, 04 APRIL 2025)

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (8 AUGUST 2016 WITH CHANGE 6, 06 MAY 2021)

UFC 1-300-02, UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) FORMAT STANDARD (9 SEPTEMBER 2025)

UFC 1-200-01, DOD BUILDING CODE (1 SEPTEMBER 2022 WITH CHANGE 4, 17 DECEMEBER 2024)

UNIFIED FACILITIES CRITERIA (UFC)

REFERENCED CODES AND STANDARDS:

CODE ANALYSIS

ALARM AND MNS EQUIPMENT.

• SURGE PROTECTION DEVICE WILL BE PROVIDED FOR ALL 120 VAC POWERED FIRE UFC 3-600-01 § 9-18.11.2

• BREAKER LOCK WILL BE PROVIDED FOR FIRE ALARM AND MNS IAW UFC 3-520-01. UFC 3-600-01 § 9-18.11.1

• THE FIRE ALARM EVACUATION SIGNAL WILL BROADCAST OVER THE MNS SYSTEM. UFC 3-600-01 § 9-18.1.2.1

• VOICE INTELLIGIBILITY TO BE PROVIDED THROUGHOUT (CIS >0.8 OR STI > 0.70). UFC 4-021-01 § 4-6.1.2

THAN 200 FT OR TRAVEL TO OTHER FLOORS TO ACCESS LOC.

• LOCAL OPERATOR CONSOLE (LOC) INSTALLED SO OCCUPANTS DO NOT NEED TO TRAVEL MORE UFC 4-021-01 § 4-5.1

• MANUAL PULL STATION AT ALL EXIT DOORS. UFC 3-600-01 § 9-18.7.4

• MONACO MAAP-X FIRE ALARM/MASS NOTIFICATION CONTROL PANEL REPORTING TO BASE-WIDE MONACO D-21 MONITORING STATION. CAANG IDG

• ANALOG / ADDRESSABLE FIRE ALARM SYSTEM WILL BE PROVIDED. UFC 3-600-01 § 9-18.4

• MASS NOTIFICIATION SYSTEM TO BE INSTALLED IN ACCORDANCE WITH UFC 4-021-01. UFC 3-600-01 § 9-18.4

• FIRE ALARM SYSTEM TO BE INSTALLED IN ACCORDANCE WITH UFC-3-600-01, NFPA 70, NFPA 72, ABA AND TINKER FIRE PROTECTION STANDARD. UFC 3-600-01 § 9-18.3.1

• BUILDING TO BE INHABITED (ROUTINELY OCCUPIED BY 11 OR MORE OCCUPANTS). UFC 4-010-01 § 1-8

• A MASS NOTIFICATION SYSTEM IS REQUIRED THROUGHOUT. UFC 4-010-01 § 3-22

BE PROVIDED TO FACILITE THE REQUIRED MASS NOTIFICATION SYSTEM AND EMERGENCY REPORTING TO THE BASE FIRE DEPARTMENT.

ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE, AND IS NOT SUBJECT TO 500 OR MORE TOTAL OCCUPANTS. HOWEVER, A FIRE ALARM SYSTEM WILL NFPA 101 § 12.3.4.1.1

• A FIRE ALARM SYSTEM IS NOT REQUIRED AS THE BUILDING IS NOT THREE OR MORE STORIES IN HEIGHT, IS NOT SUBJECT TO 50 OR MORE OCCUPANTS

FIRE ALARM AND MASS NOTIFICATION SYSTEM (MNS)

• MECHANICAL ROOMS WILL HAVE BRACKET MOUNTED FIRE EXTINGUISHERS. UFC 3-600-01 § 9-17.3.2

• RECESSED OR SEMI-RECESSED CABINETS TO BE PROVIDED IN FINISHED SPACES. UFC 3-600-01 § 9-17.3.1

ELECTRONICS (EG: CLEAN AGENT).

• EXTINGUISHERS FOR ELECTRONIC EQUIPMENT AREAS SPACES WILL BE SUITABLE FOR UFC 3-600-01 § 9-17.2.2

• PORTABLE FIRE EXTINGUISHERS WILL BE LOCATED IN ACCORDANCE WITH NFPA 10. UFC 3-600-01 § 9-17.2.1

PORTABLE FIRE EXTINGUISHERS

• STANDPIPE SYSTEMS IS NOT REQUIRED. UFC 3-600-01 § 9-10.2.1

STANDPIPE SYSTEMS

• AUTOMATIC SPRINKLER PROTECTION IS NOT REQUIRED FOR SINGLE STORY TYPE I OR II CONSTRUCTION BUILDING UNDER 15,000 SFT. UFC 3-600-01 § 9-7.2.1.1

AUTOMATIC SPRINKLER PROTECTION

• THERE WILL BE NO ALTERATION TO THE EXISTING FIRE HYDRANT PLACMENT AND COVERAGE AS PART OF THE OF THIS PROJECT'S SCOPE OF WORK.

FIRE HYDRANT PLACEMENT AND COVERAGE (SEE CODE COMPLIANCE SITE PLAN)

• ACTUAL FIRE FLOW BASED ON A FIRE HYDRANT FLOW TEST IS 1,636 GALLONS AT 20 PSI.

• REQUIRED FIRE FLOW FOR A NON-SPRINKLERED FACILITY OF TYPE II(000) CONSTRUCTION AND LESS THAN 5,900 SFT IS 1,500 GPM. NFPA 1 TABLE 18.4.4.2.1

• FIRE FLOW FOR NON-SPRINKLERED BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 1 UFC 3-600-01 § 9-2.2

FIRE FLOW FOR FACILITIES

• FIRE DEPARTMENT VEHICLE ACCESS EXISTS AND WILL NOT BE MODIFIED FOR THIS BUILDING.

FIRE DEPARTMENT VEHICLE ACCESS

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 9. UFC 1-200-01 § 2-9

FIRE PROTECTION SYSTEMS:

NEW BUSINESS A OR B A OR B A, B, OR C CLASS I OR II

NEW ASSEMBLY < 300 A A OR B A, B, OR C CLASS II

EXITS

EXIT ACCESS

CORRIDORS

OTHER SPACES

INTERIOR FINISH

FLOOR

GROUP

WITH SPRINKLER SYSTEM

INTERIOR WALL, CEILING, AND FLOOR FINISHES: NFPA 101 CHAPTER 10 TABLE A.10.2.2, AND 12.3.3.5

• NO PROTECTION FROM HAZARDS REQUIRED.

PROTECTION FROM HAZARDS

SPECIFICALLY REFERENCE IBC CHAPTER 7.

CONFORM TO THE REQUIRMENTS OF NFPA 101 CHAPTER 8, EXCEPT WHERE IBC CHAPTERS 5 AND 6 UFC 3-600-01 § 7-1

IBC CHAPTER 7 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-7

FIRE AND SMOKE PROTECTION FEATURES:

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D E

S

IG

N F

IL

E

L O

C A

T

IO

N

R E

V

IS

IO

N

S

M A

R K

D E

S

IG

N G

R O

U P

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

D E

S C

R

IP

T

IO

N

1 2 3 4 5

E

D

C

B

A

M A

N A

G E

M E

N T

I N

F O

R M

A T

IO

N

1 2 3 4 5

E

D

C

B

A

IS

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D A

T E

SHEET NUMBER

S H

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T T

IT

L E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

Y K

D R

U G

T E

S T

O F

F

N O

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B

A

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H D

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G-101

C O

D E

A N

A L Y

S

IS

• EVERY EXIT OR DIRECTIONAL SIGN WILL BE ILLUMINATED BY A RELIABLE LIGHT SOURCE. NFPA 101 § 7.10.5.1

LOCATION WHERE DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT.

• A SIGN WITH DIRECTIONAL INDICATOR SHOWING DIRECTION OF TRAVEL WILL BE PLACED IN EVERY NFPA 101 § 7.10.2.1

THE EXIT OR WAY TO REACH EXITIS NOT READILY APPARENT TO OCCUPANTS.

• ACCESS TO EXITS WILL BE MARKED BY APPROVED, READILY VISIBLE SIGNS IN ALL CASES WHERE NFPA 101 § 7.10.1.5.1

EXITS, WILL BE MARKED BY APPROVED SIGNS.

• EXITS OTHER THAN MAIN EXTERIOR EXIT DOORS THAT ARE OBVIOUSLY AND CLEARLY IDENTIFIED AS NFPA 101 § 7.10.1.2.1

MARKING MEANS OF EGRESS

• MINIMUM ILLUMINATION FOR FLOORS AND OTHER WALKING SURFACES WILL BE AT LEAST 1 FC. NFPA 101 § 7.8.1.3 (2)

WALKING SURFACE).

• MINIMUM ILLUMINATION FOR MEANS OF EGRESS WILL BE AT LEAST 10 FC (MEASURED FROM NFPA 101 § 7.8.1.3 (1)

ILLUMINATION OF MEANS OF EGRESS

• NEW BUSINESS (NON-SPRINKLERED): 20 FEET NFPA 101 § 38.2.5.3.2

• NEW ASSEMBLY (NON-SPRINKLERED): 20 FEET NFPA 101 § 12.2.5.3

DEAD END CORRIDOR

• NEW BUSINESS (NON-SPRINKLERED): 75 FEET NFPA 101 § 38.2.5.2.3

• NEW ASSEMBLY (NON-SPRINKLERED): 20 FEET NFPA 101 § 12.2.5.2

COMMON PATH OF TRAVEL

• NEW BUSINESS (NON-SPRINKLERED): 200 FEET NFPA 101 § 38.2.6.2

• NEW ASSEMBLY (NON-SPRINKLERED): 200 FEET NFPA 101 § 38.2.5.3

TRAVEL DISTANCE TO AN EXIT

• IT EQUIPMENT ROOMS OR TELOCOMMUNICATIONS ROOMS 300 SQ FT/PERSON GROSS FLOOR AREA UCF 3-600-01 § 10-3.1, TABLE 10-1

• MECHANICAL, ELECTRICAL, OTHER BUILDING EQUIPMENT SPACES 500 SQ FT/PERSON GROSS FLOOR AREA UCF 3-600-01 § 10-3.1, TABLE 10-1

• STORAGE - IN STORAGE 500 SQ FT/PERSON GROSS FLOOR AREA NFPA 101 TABLE 7.3.1.2

• BUSINESS - OTHER 150 SQ FT/PERSON GROSS FLOOR AREA NFPA 101 TABLE 7.3.1.2

• ASSEMBLY - WAITING SPACES 15 SQ FT/PERSON GROSS FLOOR AREA NFPA 101 12.1.7.2

PROJECT OCCUPANCY LOAD FACTORS

OF THE REQUIRED EGRESS WIDTH.

• DOORS LEAVES SWINGING INTO THE MEANS OF EGRESS WILL LEAVE NOT LESS THAN ON HALF NFPA 101 § 7.2.1.4.3.1

DOOR LEAF ENCROACHMENT

• DOORS WILL SWING IN THE DIRECTION OF TRAVEL FROM ROOMS SERVING MORE THAN 50 PERSONS. NFPA 101 § 7.2.1.4.2 (1)

DOOR LEAF SWING DIRECTION

LIGHTING IN ACCORDANCE WITH NFPA 101 § 7.9.

• THE EGRESS SIDE OF ACCESS-CONTROLLED EGRESS DOORS WILL BE PROVIDED WITH EMERGENCY NFPA 101 § 7.2.1.6.2(7)

FIRE PROTECTIVE SIGNALLING SYSTEM IS MANUALLY RESET.

UNLOCK THE EGRESS DOORS IN THE DIRECTION OF EGRESS AND THEY WILL REMAIN UNLOCKED UNTIL THE

• ACTIVATION OF THE BUILDING SPRINKLER SYSTEM OR FIRE PROTECTION SIGNALING SYSTEM WILL NFPA 101 § 7.2.1.6.2(6)

THE LOCK, INDEPENDENT OF LOCKING SYSTEM ELECTRONICS.

• WHEN OPERATED, THE MANUAL RELEASE DEVICE WILL RESULT IN DIRECT INTERRUPTION OF POWER TO

READS "PUSH TO EXIT".

• THE MANUAL RELEASE DEVICE WILL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT

AND WITHIN 60 IN. OF THE SECURED DOOR OPENING.

• MANUAL RELEASE DEVICE WILL BE LOCATED ON THE EGRESS SIDE 40 IN TO 48 IN ABOVE THE FLOOR

DEVICE COMPLYING WITH THE FOLLOWING:

• DOOR LOCKS WILL BE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS FROM A MANUAL RELEASE NFPA 101 § 7.2.1.6.2(3)

THE SENSOR OR TO THE PART OF THE SYSTEM THAT LOCKS THE DOOR.

• DOOR LEAVE WILL AUTOMATICALLY UNLOCK IN THE DIRECTION OF TRAVEL UPON LOSS OF POWER TO NFPA 101 § 7.2.1.6.2(2)

OF EGRESS UPON DETECTION OF APPROACHING OCCUPANT.

• SENSOR WILL BE PROVIDED ON THE EGRESS SIDE, ARRANGED TO UNLOCK THE DOOR IN THE DIRECTION NFPA 101 § 7.2.1.6.2(1)

LOCKING HARDWARE THAT PREVENTS EGRESS, PROVIDED THAT THE FOLLOWING ARE MET:

• DOOR ASSEMBLIES IN THE MEANS OF EGRESS WILL BE PERMITTED TO BE EQUIPPED WITH ELECTRICAL NFPA 101 § 7.2.1.6.2

ACCESS-CONTROLLED EGRESS DOOR ASSEMBLIES

BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING.

• CORRIDORS USED AS EXIT ACCES AND SERVING AN AREA HAVING AN OCCUPANT LOAD EXCEEDING 30 SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING NFPA 101 § 7.1.3.1

NFPA 101 EXIT ACCESS CORRIDORS

OF THE 2015 IBC ARE ACCPETABLE.

• WHERE ABA STANDARDS REFERENCES PREVIOUS VERSIONS OF IBC, THE APPLICABLE REQUIRMENTS

ACT (ABA) STANDARDS.

• DO NOT USE IBC CHAPTER 10, EXCEPT WHERE REFERENCED BY ARCHITECTURAL BARRIERS

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 10. UFC 1-200-01 § 2-10

MEANS OF EGRESS (SEE LIFE SAFETY PLANS):

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TD-1 TD-1

D

-1 T

D -1

T D

-1

TD-1 TD-1TD-1

TD-2TD-2 TD-2

T D

-2 T

D -2

T D

-2 T

D -2

T D

-2 T

D -2

TD-2TD-2

C P

-1 C

P -1

C P

-2 C

P -2

CP-2 CP-2

TESTING WOMEN

211 SF

TESTING MEN

287 SF

STORAGE

243 SF

TRAINING/BREAK

ROOM

279 SF

SECURE

STORAGE

135 SF

LABORATORY

72 SF

STORAGE

50 SF

MECH / ELEC

ROOM

241 SF

ADMIN

605 SF

DATA

94 SF

OFFICE

100 SF

RESTROOM

58 SF

JANITOR

44 SF

64"

32"

32"

32"

32"

WAITING ROOM

1055 SF

RESTROOM

VESTIBULE

EXIT VESTIBULE B

49 SF

ADMIN

CIRCULATION

429 SF

EXIT VESTIBULE A

51 SF

ENTRY

VESTIBULE

62 SF

A D

C

B

EXIT SIGNS

1. REFER TO ELECTRICAL LIGHTING DRAWINGS FOR

EXIT SIGNS AND EMERGENCY LIGHTING.

LIFE SAFETY PLAN LEGEND

CLEAR DOOR WIDTH [INCHES]

EXIT EGRESS CAPACITY [NO.OF PEOPLE]

EXITS

X"

XXX

EGRESS PATH

FIRE EXTINGUISHER

FIRE EXTINGUISHERS

EXIT DISCHARGE

TRAVEL DISTANCE

COMMON PATH

DEAD END

TD

CP

DE

EGRESS DISCHARGE

NOTE: ALL SYMBOLS MAY NOT BE USED.

T

IN

K E

R A

IR

F

O R

C E

B A

S E

O

K L A

H O

M A

P R

O J E

C T

I N

F O

R M

A T

IO

N

D E

S

IG

N F

IL

E

L O

C A

T

IO

N

R E

V

IS

IO

N

S

M A

R K

D E

S

IG

N G

R O

U P

D R

A W

N B

Y

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

D E

S C

R

IP

T

IO

N

1 2 3 4 5

E

D

C

B

A

M A

N A

G E

M E

N T

I N

F O

R M

A T

IO

N

1 2 3 4 5

E

D

C

B

A

IS

S

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D A

T E

SHEET NUMBER

S H

E E

T T

IT

L E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

Y K

D R

U G

T E

S T

O F

F

N O

V A

T

IO

N

B

GENERAL NOTES

KEY NOTES

LEGEND

A

P R

IL

H D

R

D E

D C

S

J M

G-102

L

IF

E S

A F

E T

Y P

L A

N

SCALE: 1/8" = 1'-0"G-102

LIFE SAFETY PLAN01

MEANS OF EGRESS

EGRESS

PATH ID OCCUPANCY SPRINKLER ACTUAL

MAXIMUM

PERMITTED

CP-1 BUSINESS NO 24' - 6" 75' - 0"

CP-2 BUSINESS NO 34' - 0" 75' - 0"

TD-1 BUSINESS NO 62' - 0" 200' - 0"

TD-2 BUSINESS NO 98' - 0" 200' - 0"

TOTAL 100

118 VESTIBULE B

BUSINESS

COLLABORATION

51 150 1

102 VESTIBULE A

BUSINESS

COLLABORATION

51 150 1

ADMIN

CIRCULATION

BUSINESS

CONCENTRATED

605 150 5

ENTRY

VESTIBULE

BUSINESS

CONCENTRATED

64 150 1

101 WAITING ROOM ASSEMBLY 1047 15 71

116 JANITOR

BUSINESS

CONCENTRATED

45 150 1

117 RESTROOM

BUSINESS

CONCENTRATED

58 150 1

112 OFFICE

BUSINESS

CONCENTRATED

100 150 1

103 STORAGE STORAGE 14 150 1

114 DATA

IT EQUIPMENT

ROOM

36 300 1

107 ADMIN

BUSINESS

COLLABORATION

605 150 5

MECH / ELEC

ROOM

MECH/ELEC 179 500 1

110 STORAGE STORAGE 50 500 1

109 LABORATORY

BUSINESS

CONCENTRATED

73 150 1

SECURE

STORAGE

STORAGE 111 500 1

113 STORAGE STORAGE 305 500 1

TRAINING/BREAK

ROOM

BUSINESS

COLLABORATION

280 150 2

106 TESTING MEN

BUSINESS

CONCENTRATED

291 150 2

TESTING

WOMEN

BUSINESS

CONCENTRATED

204 150 2

ROOM #

ROOM

DESCRIPTION OCCUPANT TYPE

AREA

(SQ SF)

OCCUPANT LOAD

FACTOR

(SQ SF/PERSON)

OCCUPANT

LOAD

OCCUPANT LOAD SCHEDULE BY USE

N

0 4' 8' 16'

04/24/2026

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W

W

W

W

W

W

W

W

W

W

W

W

X X X

X X

W W

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

W W W W W W

W W

W W

N O

P

AR

KI

N

G

B7037

4644 SQ FT

FFE: 1227.57'

N O

P

AR

KI

N

G

TI

N

KE

R

A

IR

F O

R C

E

BA

SE

, O

KL

AH

O M

A

PR

O

JE

C

T

IN

FO

R

M

AT

IO

N

D

ES

IG

N

F

IL

E

LO

C

AT

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N

R

EV

IS

IO

N S

M

AR

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D

ES

IG

N

G R

O U

P:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E D

ES

C

R

IP

TI

O

N

1 2 3 4 5

E

D

C

B

A

M

AN

AG

EM

EN

T

IN

FO

R M

AT

IO

N

1 2 3 4 5

E

D

C

B

A

IS

SU

E D

AT

E:

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

N

W W

YK

DR

UG

T

ES

T

OF

FI

CE

R

EN

OV

AT

IO

N, B

LD

G

D

E

D C

S JM

G-103

C O

D E

C O

M

PL

IA

N

C E

SI

TE

PL

AN

SCALE: 1" = 10'

0 10' 20' 40'

CODE COMPLIANCE SITE PLAN

SCALE: 1" = 10'

G-103

EXISTING FIRE HYDRANT

UNDERGROUND WATER MAIN

FIRE DEPARTMENT CONNECTION

FIRE HOSE DISTANCE

1. THIS IS THE FIRE CODE COMPLIANCE SITE PLAN,

DIMENSIONS ARE NOT APPLICABLE FOR CIVIL CONSTRUCTION.

2. EXISTING FIRE HYDRANT LOCATED NEAR BUILDINGS 7007 AND 7014 IS

WITHIN 235 FEET OF DRUG TESTING FACILITY (BUILDING 7037).

GENERAL NOTES

KEY NOTES

LEGEND

A

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04/24/2026

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FLAG POLE

SANITARY SEWER CLEANOUT

AIR CONDITIONER UNIT

SPRINKLER VALVE

SPRINKLER HEAD

TRAFFIC/ELECTRIC PULL BOX

TELEPHONE MANHOLE

SIGN

COMMERCIAL SIGN

UNDERGROUND CABLE TV LINE

WATER LINE

GAS LINE

OVERHEAD ELECTRIC LINE

GAS VALVE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

TRANSFORMER POLE

TELEPHONE RISER

FIRE HYDRANT

LIGHT POLE

GAS METER

POWER POLE

ELECTRIC UNDERGROUND LINE

ELECTRIC MANHOLE

GROUND TRANSFORMER

SANITARY SEWER LINE

GAS VENT

PAY PHONE

GUARD POST

MONUMENT FOUND

MONUMENT SET

W W W

SS SS SS

G G

UGE UGE

STORM DRAIN LINE

UNDERGROUND TELEPHONE LINEUGT UGT UGT

CO

EXISTING CONTOUR

CURB AND GUTTER

SURFACE DRAINAGE FLOWLINE

UNDERGROUND FIBER OPTIC LINEFO FO FO

WATER LINE (ATLAS)

SANITARY SEWER LINE (ATLAS)

GUY POLE

DOWN GUY

COMMUNICATIONS VAULT

UNDERGROUND COMMUNICATIONS LINECOMM COMM

MARKED PIPELINE

WATER LINE (IRRIGATION)

OHE OHE

PIPE FENCE

CHAINLINK FENCE

SECURITY FENCEX X

ELECTRIC FENCE

HOG WIRE FENCE

GAS LINE (ATLAS)

IRR IRR IRR

MONITORING WELL

WATER VALVE BOX

WATER METER

UST FUEL FILL PORT

GROUND LIGHT

HANDHOLE, ELECTRIC

EM ELECTRIC METER

HOSE BIB

WATER VENT

TRAFFIC DETECTOR LOOP

TRAFFIC SIGNAL POLE

TRAFFIC CONTROL BOX

PARKING METER

BORE HOLE LOCATION

GEO PROBE

DOUBLE PARKING METER

XXX.XX GUTTER ELEVATION, UNLESS OTHERWISE NOTED

LOC LOC LIMITS OF CONSTRUCTION

TREE DRIP LINE

SHRUB LINE

1. REMOVE AND REPLACE ALL EXISTING PAVEMENTS, CURBS,

DRIVEWAYS, SIDEWALKS, GRAVEL ROADWAYS, PIPE CULVERTS,

CULVERT HEADWALLS, FENCES, SIGNS, AND MISCELLANEOUS

ITEMS WHERE REQUIRED TO COMPLETE THE CONSTRUCTION.

2. REPAIR TO ORIGINAL CONDITION ANY DAMAGE INCURRED

DURING CONSTRUCTION AT NO EXPENSE TO OWNER.

3. PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD VERIFY AND

PROTECT THE LOCATIONS AND ELEVATIONS OF ALL EXISTING

FACILITIES (UTILITIES, PIPING, EQUIPMENT, STRUCTURES,

FENCING, BARRIERS, PAVEMENT, SIDEWALKS, SIGNAGE, ETC.)

WHICH PERTAIN TO AND/OR AFFECT CONSTRUCTION OF THIS

PROJECT.

4. VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION. ALL UTILITIES MAY NOT BE

SHOWN. CONTACT UTILITY SERVICE PROVIDERS AT LEAST 48

HOURS PRIOR TO TRENCHING OR EXCAVATION, AND REQUEST

FIELD LOCATION OF UTILITIES. ONE-CALL LOCATOR SERVICES

MAY NOT COVER ALL UTILITIES IN THIS AREA.

5. ANY EXISTING FACILITIES THAT ARE DAMAGED OR REMOVED

SHALL BE REPAIRED OR REPLACED TO A CONDITION EQUAL TO

OR BETTER THAN ORIGINAL CONDITIONS AT NO ADDITIONAL

COSTS.

6. RESTORE ALL DRIVEWAYS, CULVERTS, HEADWALLS,

LANDSCAPING, AND OTHER IMPROVEMENTS (REGARDLESS OF

WHETHER THEY WERE CONSTRUCTED OR INSTALLED BY

PUBLIC AGENCIES, UTILITIES, OR INDIVIDUALS) THAT ARE

DISTURBED BY CONSTRUCTION TO A CONDITION EQUAL TO OR

BETTER THAN ORIGINAL CONDITIONS.

7. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION

SHALL BE REVEGETATED AND RESTORED TO ORIGINAL

CONDITIONS IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS.

8. ALL WATER LINE AND SEWER FORCE MAIN PIPE INSTALLED

SHALL HAVE RESTRAINED JOINTS. PROVIDE CONCRETE THRUST

BLOCKS ONLY WHERE APPROVED.

9. IMMEDIATELY NOTIFY THE ENGINEER OF ANY UNREPORTED

OBSTACLES THAT MAY IMPEDE OR PREVENT THE

CONSTRUCTION OF THE WORK.

10. ANY PORTION OF THE PROJECT IMPROPERLY PLACED AND/OR

CONFLICTING WITH ANY EXISTING STRUCTURE SHALL BE

REMOVED, CORRECTLY PLACED AND NO SEPARATE PAY SHALL

BE APPROVED FOR ASSOCIATED COSTS.

11. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A

MANNER AS TO PROTECT EXISTING FACILITIES AT ALL TIMES.

12. RECORD AND SUPPLY TO ENGINEER THE FOLLOWING

INFORMATION:

A. LOCATION AND ELEVATION OF ALL SUPPLEMENTARY

CONNECTIONS.

B. "AS-BUILT" INVERTS AND PROFILE OF CONSTRUCTED

PIPELINE.

C. THE NEW LOCATION AND DEPTH OF ALL RELOCATED AND/OR

ADJUSTED UTILITIES.

D. LOCATION AND ELEVATION OF ALL UTILITIES ENCOUNTERED.

13. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL

BE ADEQUATELY PROTECTED BY PROTECTIVE DEVICES.

14. ALL TRENCHES SHALL BE BACKFILLED WITHIN SEVEN (7) DAYS

OF INITIAL EXCAVATION UNLESS APPROVED IN WRITING BY

ENGINEER.

15. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE

IMPLEMENTED BEFORE CONSTRUCTION COMMENCES AND

SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AFTER

COMPLETION OF WORK IN EACH WORK AREA.

16. ANY DEWATERING SHALL BE INCLUDED IN THE CONTRACT

PRICE. NO SPECIAL PAY ITEM.

17. ALL SPOIL AND EXCESS MATERIAL NOT USED IN CONSTRUCTION

SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED

OF, AS COORDINATED WITH THE CONTRACTING OFFICER.

18. CONFORM TO THE APPLICABLE LOCAL, STATE, AND FEDERAL

REGULATIONS REGARDING TRENCH SAFETY. PREPARE A

TRENCH SAFETY PLAN FOR ALL EXCAVATIONS EXCEEDING

4-FEET IN DEPTH AND 4-FEET IN WIDTH, TO BE INCLUDED IN

HEALTH AND SAFETY PLAN.

19. CONFINE WORK AREAS TO WITHIN THE PROJECT BOUNDARY.

PRIOR TO FINAL ACCEPTANCE, REMOVE ALL TRASH AND DEBRIS

WITHIN THE PERMANENT EASEMENTS AND TEMPORARY

EASEMENTS.

20. FIELD CHANGES TO THE HORIZONTAL AND VERTICAL DESIGN

MAY BE ALLOWED SUBJECT TO THE APPROVAL OF THE

ENGINEER. FIELD CHANGES SHALL COMPLY WITH THE DESIGN

INTENT AS NOTED ON THE DRAWINGS AND SPECIFICATIONS.

21. ALL CONSTRUCTION SHALL FOLLOW OKLAHOMA DEPARTMENT

OF TRANSPORTATION (ODOT) SPECIFICATIONS, STANDARDS,

AND MATERIAL ITEM NUMBERS AS CLOSELY AS POSSIBLE.

ENVIRONMENTAL QUALITY NOTES:

1. PRIOR TO COMMENCING CONSTRUCTION, ALL TEMPORARY

EROSION AND SEDIMENTATION (E&S) CONTROL MEASURES

SHALL BE PROPERLY SELECTED AND INSTALLED. ALL

TEMPORARY E&S CONTROL MEASURES SHALL BE MAINTAINED

IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS

AND GOOD ENGINEERING PRACTICES. THE CONTROLS SHALL

REMAIN IN PLACE UNTIL DISTURBED AREAS ARE REVEGETATED

AND THE AREAS HAVE BECOME PERMANENTLY STABILIZED.

2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE

ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A

FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS TO

WATER QUALITY (E.G., FUGITIVE SEDIMENT IN STREET BEING

WASHED INTO SURFACE STREAMS OR SENSITIVE FEATURES BY

THE NEXT RAIN).

3. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION

CHEMICALS EXPOSED TO STORMWATER SHALL BE PREVENTED

FROM BECOMING A POLLUTANT SOURCE FOR STORMWATER

DISCHARGES (E.G., SCREENING OUTFALLS, PICKED UP DAILY).

4. ALL SPOILS (EXCAVATED MATERIAL) GENERATED FROM THE

PROJECT SITE AND STORED ON-SITE MUST HAVE PROPER E&S

CONTROLS INSTALLED.

5. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS

PRACTICABLE IN PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR

PERMANENTLY CEASED, AND CONSTRUCTION ACTIVITIES WILL

NOT RESUME WITHIN 21 DAYS. WHEN THE INITIATION OF

STABILIZATION MEASURES BY THE 14TH DAY IS PRECLUDED BY

WEATHER CONDITIONS, STABILIZATION MEASURES SHALL BE

INITIATED AS SOON AS PRACTICABLE.

6. THESE GENERAL CONSTRUCTION NOTES SHALL BE PROVIDED

TO ALL SUBCONTRACTORS.

EROSION AND SEDIMENTATION CONTROL

NOTES:

1. EROSION CONTROL MEASURES, SITE WORK AND RESTORATION

WORK SHALL BE IN ACCORDANCE WITH THE CONTRACT.

2. SILT FENCE, ROCK BERMS, SEDIMENTATION BASINS, SILT SOCK

AND SIMILARLY RECOGNIZED TECHNIQUES AND MATERIALS

SHALL BE EMPLOYED DURING CONSTRUCTION TO PREVENT

POINT SOURCE SEDIMENTATION LOADING OF DOWNSTREAM

FACILITIES. SUCH INSTALLATION SHALL BE REGULARLY

INSPECTED FOR EFFECTIVENESS. ADDITIONAL MEASURES MAY

BE REQUIRED IF, IN THE OPINION OF THE ENGINEER, THEY ARE

WARRANTED.

3. MAINTAIN ALL TEMPORARY EROSION CONTROL STRUCTURES.

TRENCH SAFETY NOTES:

1. ALL WORK PERTAINING TO OPEN TRENCHING SHALL COMPLY

WITH THE U. S. OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS.

2. THE CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY

RETAINED EMPLOYEE OR STRUCTURAL

DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF

ANY, SHALL REVIEW THESE PLANS AND AVAILABLE

GEOTECHNICAL INFORMATION AND THE INSTALLATION SITE(S)

WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION

SYSTEM, PROGRAMS AND/OR PROCEDURES. THE

CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS,

PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR

ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT

COMPLIES WITH OSHA STANDARDS FOR TRENCH EXCAVATION.

SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S

INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY

CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM

IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE

PRESENCE OF ACTIVITIES OF INDIVIDUALS WORKING IN AND

AROUND TRENCH EXCAVATION.

TRAFFIC CONTROL NOTES:

1. PROVIDE AND MAINTAIN ANY REQUIRED TRAFFIC CONTROL

DEVICES DURING CONSTRUCTION IN ACCORDANCE WITH THE

STATE'S DEPARTMENT OF TRANSPORTATION MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES.

2. ALL TRAFFIC CONTROL DEVICES, LAYOUTS, AND MAINTENANCE

SHOULD BE INCIDENTAL TO THE COST ASSOCIATED WITHIN THE

VICINITY OF HIGHWAYS, ROADS, AND STREETS INDICATED ON

THE CONTRACT DRAWINGS.

3. MARK ALL CONSTRUCTION EQUIPMENT AND VEHICLES WITH

COMPANY PAINT DESIGNS, INSIGNIAS OR OTHER COMPANY

MARKINGS WHICH ARE CLEARLY VISIBLE.

4. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN

REVERSE.

5. ONLY RUBBER TIRED VEHICLES WILL BE ALLOWED ON EXISTING

PAVEMENT WHICH IS TO REMAIN.

COORDINATION AND COMMUNICATION

DURING CONSTRUCTION

1. IF AFTER HOURS OR WEEKEND WORK IS REQUIRED, THE

CONTRACTING OFFICER SHALL BE NOTIFIED 14 CALENDAR DAYS

PRIOR TO DAY OF NEED. AFTER HOURS OR WEEKEND WORK

ARE SUBJECT TO GOVERNMENT APPROVAL AND AVAILABILITY

OF ESCORTS.

2. ALL PERSONNEL ARE RESPONSIBLE FOR OBTAINING PROPER

PASS PRIOR TO ENTERING SITE. COORDINATE WITH

CONTRACTING OFFICER ON SUBMITTING ACCESS REQUESTS A

MINIMUM OF 14 CALENDAR DAYS PRIOR (ACCESS

REQUIREMENTS ARE SUBJECT TO SUDDEN CHANGES TO MEET

SECURITY REQUIREMENTS).

3. KEEP ALL ROADS CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC.

AT ALL TIMES. PROVIDE EQUIPMENT AND PERSONNEL TO

CLEAN ROADS AS REQUESTED BY CONTRACTING OFFICER.

4. VIDEO DOCUMENT CONDITION OF ALL PAVEMENTS, SIDEWALKS,

GRAVEL AREAS, LANDSCAPED AREAS, STREETS, PARKING

AREAS, ETC. PRIOR TO CONSTRUCTION AND REPAIR DUE TO

DAMAGE CAUSED BY CONSTRUCTION AND/OR DEMOLITION

ACTIVITIES AT NO ADDITIONAL COST TO THE GOVERNMENT AS

REQUESTED BY CONTRACTING OFFICER.

5. CONTRACTOR SHALL PROVIDE OIL/FUEL SORBENT SOCKS

DURING CONSTRUCTION IN THE FUEL TRUCK PARKING AREA.

SORBENT SOCKS SHALL BE IMMEDIATELY DEPLOYED TO

PROTECT CONSTRUCTION TRENCH IN THE EVENT OF A FUEL

SPILL.

CIVIL LEGEND ABBREVIATIONS

ME: MATCH EXISTING

FL: FLOW LINE

TC: TOP OF CURB

TW: TOP OF WALL

TYP: TYPICAL

DIA: DIAMETER

NTS: NOT TO SCALE

OCEW: ON CENTER EACH WAY

UNO: UNLESS NOTED OTHERWISE

LEGEND NOTES

1. ALL SYMBOLS OR LINETYPES/PATTERNS ARE NOT NECESSARILY

USED ON THIS PROJECT.

2. SCREENING OR SHADING OF WORK IS USED TO INDICATE

EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED

IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER

TO CONTEXT OF EACH SHEET FOR USAGE .

GENERAL NOTES

EXISTING CONCRETE

EXISTING ASPHALT

CONCRETE DEMO

ASPHALT DEMO

PROPOSED ASPHALT

PROPOSED CONCRETE

EXISTING CONCRETE SIDEWALK

PROPOSED SIDEWALK

ROOF DRAIN

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B7037

2781.00 SQ FT

FFE: 1227.57'

CONTROL POINT #100