240146_Drawings.pdf

PDF 18 MB Posted May 29, 2026

Attached to: TAFB MACC-BOA | Formal RFP for WWYK240146 - Design & Implement Monitoring & Control System for IWCS, Bldg. 62516
Solicitation number: FA813726R0039
Issued by: Department of the Air Force Materiel Command Air Force Sustainment Center

About this file

Written by GovTribe AI · May 29, 2026

This document is a comprehensive set of construction drawings and specifications for a federal contract to design and implement a monitoring and control system for the Industrial Waste Collection System (IWCS) at Tinker Air Force Base, Oklahoma. The project is identified as WWYK240146 and involves the 72 ABW Civil Engineer Directorate under Air Force Materiel Command.

The project encompasses civil, structural, electrical, and instrumentation work across four primary lift stations (IW-LS-3 at Building B214, IW-LS-10 at Building B3706, IW-LS-2280 at Building B2280, and IW-LS-6 North and South at Building B2136) plus an Industrial Waste Treatment Plant (IWTP) at Building B62516. Key deliverables include site plans, utility coordination drawings, concrete vault details, instrumentation routing plans, lift station control details with Remote Terminal Unit (RTU) panels, flow meter installations, and BACNET communication networking between RTUs and an Energy Building Interface (EBI) panel. The work requires trench excavation for communication lines, concrete vault construction with HS-20 rated lids, installation of pressure transducers and flow meters, panel fabrication with surge protection, and integration with existing 480VAC pump panels and 120VAC power sources. Design standards reference UFC 1-200-01, UFC 3-301-01, IBC 2024, ACI 318-19, and ASCE 7-22. The contractor must verify existing utility locations, coordinate with on-base personnel for access, maintain operational areas during construction, and implement trench safety protocols per OSHA standards. All work must comply with Tinker AFB facility standards and coordinate among civil, structural, mechanical, and electrical disciplines for a functionally complete project.

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Other files

File	Type	Posted
FA813726R0039-0001_Revised_Conformed.pdf	PDF	Jul 23, 2026
FA813726R0039-0001_Revised_SF 30.pdf	PDF	Jul 23, 2026
240146_Compiled Pre-Bid RFIs_Gov Responses.pdf	PDF	Jul 8, 2026
FA813726R0039-0001_Formal RFP_SF 30.pdf	PDF	Jun 30, 2026
FA813726R0039-0001_Formal RFP_Conformed.pdf	PDF	Jun 30, 2026
CTR CD_CAD Drawings_Att 4.zip	ZIP file	Jun 2, 2026
CTR CD_As-Built Info_Att 3.zip	ZIP file	Jun 2, 2026
CTR CD_Project Docs_Att 1.zip	ZIP file	Jun 2, 2026
CTR CD_Large Files_Att 5.zip	ZIP file	Jun 2, 2026
CTR CD_Base Facility Stds_Att 2.zip	ZIP file	Jun 2, 2026
240146_Section L_Instructions to Offerors.pdf	PDF	May 29, 2026
240146_Section M_Evaluation Factors for Award.pdf	PDF	May 29, 2026
FA813726R0039_Formal RFP.pdf	PDF	May 29, 2026
240146_SOW.pdf	PDF	May 29, 2026

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/36

RUNWAY 13/31

TAXIW

AY H

TAXIWAY B

TAXIWAY C

TAXIWAY M

TAXIWAY E

TAXIWAY A

XIW

AY EE

TAXIWAY F

TAXIWAY D

TAXIWAY E

TAXIWAY J

TAXIWAY A

TAXIW

AY H

TAXIWAY C

TAXIWAY D

TAXIWAY EE

TAXIWAY F

Elm Creek

Crutcho Creek

Kuhlman Creek

Elm Creek

East Crutcho Creek

Elm Creek

El m

Cr ee k

Elm Creek

Ku hlm an Cr ee k

Ea st

Cr utc ho C ree k

Elm Cree k

West Crutcho Creek W es t C ru tch o C re ek

Elm Creek

Soldier CreekSoldier Creek

Ea st

Cr utc ho C re ek

Elm Creek

Ea st

Cr utc ho C re ek

East Crutcho Creek

So ldi er Cr ee k

East C rutcho Creek

Soldier Creek

So ldi er C re ek

East Crutcho Creek

416506

11401128

59035909

838837

62509

62512

62525

99999

62543

71086

53902

50414

55300

56601

61019

62501

45134

62503

61289

62542

15904

15908

15904

15908

62502

41046

62501

62514

62501

41157

45815

40592

62522

15930

11824

3 10

62540

61089

62528

62523

62501X

43774

62516

3592135916

32101

930G

948-E

911-E

948-W

911-W

33001

35913

65672

930S

43609

42116

62517

62515

62526

62527

62513

62501OK

11289

62501

15930

15908

15904

15908

15904

61018

71089

45134

96022

43120

44045

43610

41163

15930

Ea st

SE 59th St.

St aff

D r.

5th Ave

W ar eh ou se R d.

7th St.

Mc Na rn ey

A ve

Mitchell Ave

Co ok

A ve

W es t D r.

Extender Dr.

5th Ave.

Globemaster Dr.

Ai r D ep ot

Mercury Rd.

Po nd

R d.

"C " A ve

Hi llto p R d.

"M " A ve

Doolittle Ave

W hit e D r.

Ba ll P ar k R d.

6th St.

Po we rh ou se D r.

Int ru de r D r.

Holden Dr.

Vanaman Rd.

1st St.

Arnold St.

SE 74th St

Ai r D ep ot

Patrol Rd.

Reserve Rd.

"A " A ve

Mu nit ion s R d.

"B " A ve

"H " A ve

Al er t R d.

"E "A ve

Sentry Rd.

34th St.

Twining Dr.

Jo ne s

To we r R d.

Vanaman Rd.

Ind us tria l B lvd

So uth

S t.

1st St.

Do oli ttle A ve

Pi cn ic Rd

Ja me s D r.

W olf e D r.

Ai r D ep ot

"D " A ve

Perimeter Rd.

Rapcon Rd.

Reserve Rd

"L " A ve

"F " A ve

1st St.

Br ow n D r.

Ol d A ir D ep ot

Airey Dr.

General Motors Dr

Bradley Dr.

Entrance Road "C"

Entrance Road "A"

"C " A ve

Vandenberg Dr.

Do rm ito ry

Dormitory Rd.

Chennault Dr.

Mi tch ell A ve

Spaatz Dr.

En gin e T es t D r.

3rd Ave.

"D " D riv e

Joint STARS Dr.

Ai r D ep ot

Bl vd

Turbine Dr. Turbine Dr.

Central Plant Dr.

6th St.

Falcon Dr.

Blac kbi rd D r.

W ey lan d L oo p

Pegasus Dr.

Thunderbolt D r.

Munitions Rd. Ext.

Codding Rd.

Starlifter Dr.

Chidlaw Ct.

Co rsa ir D r.

Rap tor

Ct.

Ni gh t H aw k C t.

Ph an tom D r.

Fr an kli n

Sk ym as ter

D r.

Spaatz Ct.

La wr en ce

Mu nd ell

Nabors Dr.

Mc Ni ck le

Mi lle r D r.

Ta il F ea the r D r.

Air ey

Ci r.

Smith Ct. Raven Ct.

Air Dep ot Ai r D ep ot

1st St.

TAXIWAY F

Ra w li ng s A ve

Mitc he ll Av e.

Mercury Rd.

Ra ily ar d R d.

He rcu les R d.

TINKER AFB, OK

VICINITY MAP

BASE OPERATIONS B240

CONTRACTING B3

GOTT GATE

TINKER GATE

PASS & ID

B6611

HRUSKOCY GATE

EAKER

GATE

FIRE DEPARTMENT B117

VANCE GATE

LIBERATOR GATE

HOPE

GATE

LEGEND

CONTRACTOR

HAUL ROUTE

LANCER GATE

TRUCK GATE

PIAZZA GATE

BASE CIVIL

ENGINEER

B400

TINKER AIR FORCE BASE

UTILITY MAP

03 JUN 2015

1 3

416506510

21222121

3228 3902

59035909

62540

61089

838837

62509

62501X

3592135916

71086

32091021

53902

50414

55300

56601

65627

45134

43609

2685802

31177038

70077013

62528

62517

43774

62512

62516

62515

62525

62526

60065815

62527

62503

62513

61289

62542

62543

11289

32101

62501

62502

62501OK

41046

33001

62501

62514

62501

61018

61019 665

71089

35913

62501

43116

43120

42116

41157

44045

45815

40592

40935

43610

62522

41163

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53905372

310031043108

6213 6053

4393 4385

42284229

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65176412

54525500

5140 5148

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6220 6061

4393 4385

4205 4204

4316.

51525144

51765136

51995153

65176412

51815157

5132 5172

5140 5148

G-001

G JB

L N

REVIEWED BY:

USING AGENCY:

ASBESTOS EVALUATION:

SAFETY:

DATE:

INDUSTRIAL HYGIENE:

DATE:

PROJECT DRAWING INDEX 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)

GENERAL

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 DOCS SHALL BE

UNDERSTOOD BY THE CONTRACTOR TO REQUIRE ALL NEW

LABOR & MATERIALS UNLESS SPECIFICALLY NOTED TO BE

"EXISTING" OR "BY OTHERS".

GENERAL NOTES:

CIVIL

1 G-001 GENERAL NOTES & VICINITY MAP

SHT.SEQ. SHEET TITLE

WWYK240146

MONITORING & CONTROL

SYSTEMS FOR IWCS

F O

R C

, O

O M

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

2 G-002

G-101 G-102

C-001 6 C-100 7 C-101 8 C-102 9 C-103

10 C-104

STRUCTURAL

S-001

YD101

YD102

YD103

YD104

Y-101

Y-102

Y-103

Y-104

Y-201

Y-202

Y-203 Y-204

GENERAL SYMBOLS,LEGENDS & ABBREVIATIONS

LIFT STATION LOCATIONS

NETWORK OVERVIEW

CIVIL GENERAL NOTES AND LEGEND

CIVIL OVERALL SITE PLAN

CIVIL SITE PLAN IW-LS-3

CIVIL SITE PLAN IW-LS-10

CIVIL SITE PLAN IW-LS-2280

CIVIL SITE PLAN IW-LS-6

C-501 CIVIL DETAILS

13 GENERAL NOTES

CONTROLS

INSTRUMENTATION DEMO DETAILS IW-LS-3

Y-301 Y-302 Y-303

Y-304N

INSTRUMENTATION DEMO DETAILS IW-LS-10

INSTRUMENTATION DEMO DETAILS IW-LS-2280

INSTRUMENTATION DEMO DETAILS IW-LS-6

INSTRUMENTATION SITE PLAN IW-LS-3

INSTRUMENTATION SITE PLAN IW-LS-10

INSTRUMENTATION SITE PLAN IW-LS-2280

INSTRUMENTATION SITE PLAN IW-LS-6

INSTRUMENTATION INTERIOR ROUTING PLAN IW-LS-3

INSTRUMENTATION INTERIOR ROUTING PLAN IW-LS-10

INSTRUMENTATION INTERIOR ROUTING PLAN IW-LS-2280

INSTRUMENTATION INTERIOR ROUTING PLAN IW-LS-6

INSTRUMENTATION SUMP PUMP DETAIL IW-LS-3

INSTRUMENTATION SUMP PUMP DETAIL IW-LS-10

INSTRUMENTATION SUMP PUMP DETAIL IW-LS-2280

INSTRUMENTATION NORTH SUMP PUMP DETAIL IW-LS-6

ELECTRICAL

E-100 ELECTRICAL OVERALL SITE PLAN

IW-LS-3: B214

IWTP: B62516

IW-LS-10: B3706

IW-LS-2280: B2280

IW-LS-6 N&S: B2136

30 Y-304S INSTRUMENTATION SOUTH SUMP PUMP DETAIL IW-LS-6

C-502 CIVIL CONCRETE VAULT DETAILS12

G-002

R A

O R

C E

, O

M A

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

N O

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

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 HT CEILING 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 BRK FACE 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 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'

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.

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.

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.

"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.

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.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE

UNIFIED FACILITY CRITERIA, INTERNATIONAL (IBC) BUILDING CODE

REQUIREMENTS, & TINKER AIR FORCE BASE STANDARDS.

DRAWING SYMBOLS

1'-0"

XXXXXXXX

A101

EXISTING COLUMN GRID DESIGNATOR

KEYNOTE

TITLE

SHEET NUMBER DETAIL IS DRAWN ON

DETAIL NUMBER

SCALE:

X-XXX

FINISH FLOOR ELEVATION

EL. = 100 - '0"

X-XXX

DRAWING 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

ARCHITECTURAL ELEVATIONS INTERIOR

X-XXX

ROOM NUMBER

ROOM NAME

NORTH ARROW

NORTH

ARROW

99999

99999 99999

99999

99999 99999

99999

9999999999

99999

9999999999

99999

37003

31029

41023

37003

31049

44027

30830

31036

TINKER AIR FORCE BASE

UTILITY MAP

03 JUN 2015

1 3

416506510

21222121

3228 3902

62540

61089

838837

62509

62501X

71086

32091021

53902

50414

43609

31177038

70077013

62528

62517

43774

62512

62516

62515

62525

62526

62527

62503

62513

61289

62542

62543

11289

32101

62501

62502

62501OK

41046

33001

62501

62514

62501

61019 665

71089

62501

43116

43120

42116

41157

44045

40592

40935

43610

62522

41163

Arnold St.

Ea st

D r.

SE 74th St

Ai r D ep ot

Reserve Rd.

Patrol Rd.

St af f D r.

M id w es t B lv d

5th Ave

M un itio ns

R d.

"A " A ve

W ar eh ou se R d.

7th St.

"B " A ve

"H " A ve

"D " A ve

Mitchell Ave

Al er t R d.

W es t D r.

Sentry Rd.

"E "A ve

5th Ave.

Perimeter Rd.

Rapcon Rd.

To w er R d.

Reserve Rd

SE 59th St.

1st St.

Vanaman Rd.

"L " A ve

Hercules /Mercury Rd.

In du st ria l B lv d.

South St.

"F " A ve

Po nd

R d.

Entrance Road "C"

W olfe Dr.

"C " A ve

En gi ne T es t D r.

Turbine Dr.

6th St.

Falco n Dr.

Vanaman Rd.

Ai r D ep ot

6th St.

1st St.

Ai r D ep ot

O ld

A ir

D ep ot

Bradley Dr.

Entrance Road "A"

Garden Plot Rd.

Hilltop Rd.

"M " A ve

3rd Ave.

Blac kb ird Dr.

Munitions Rd. Ext.

Codding Rd.

Rap tor

C t.

N ig ht H aw k

C t.

Sk ym as te r D r.

Intruder D r.

R aven C t.

"C " A ve

Ai r D ep ot

Entrance Road "C"

Turbine Dr.

"D " D

r. "C " D r.

8437 8438

MROTC

LEASE AREA

5395 5394

6213 6053

65176412

5395 5394

6213 6053

6220 6061

65176412

X XX

G-101

X XX

L N

LIFT STATION LOCATION

SCALE:1"=75'

G-101

F O

R C

, O

O M

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

N O

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

IW-LS-3: B214

IWTP: B62516

IW-LS-10: B3706

IW-LS-2280: B2280

IW-LS-6 N&S: B2136

0 75' 150'

X XX

G-102

X XX

F O

R C

, O

O M

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

NETWORK OVERVIEW

SCALE:NTS

G-102

COIN

NETWORK

B214

IW-LS-3

B62516 COMPUTER

H/W RTU

BACNET

MS/TP

ADD EBI NODE LOCATED

IN IWTP CONTROL ROOM.

RTU

PROVIDE SURGE PROTECTION FOR BACNET

COMMUNICATION LINES BETWEEN RTU AND EBI PANEL.

PROVIDE SURGE PROTECTION FOR BACNET

COMMUNICATION LINES BETWEEN W-LS-6N adn W-LS-6S, KEY NOTES:

B3706

IW-LS-10

H/W RTU

BACNET

MS/TP

RTU

B2280

IW-LS-2280

H/W RTU

BACNET

MS/TP

RTU

B2136

IW-LS-6N

H/W RTU

BACNET

MS/TP

RTU

IW-LS-6S

RTU

2SP

11/05/25

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

FENCE

ELECTRIC UNDERGROUND LINE

ELECTRIC MANHOLE

GROUND TRANSFORMER

SANITARY SEWER LINE

GAS VENT

PAY PHONE

GUARD POST

MONUMENT FOUND

MONUMENT SET

EXISTING CONCRETE

EXISTING ASPHALT

G G

X X

STORM DRAIN LINE

UNDERGROUND TELEPHONE LINE

GROUND SURFACE CONTOUR

CURB AND GUTTER

SURFACE DRAINAGE FLOWLINE

UNDERGROUND FIBER OPTIC LINE

WATER LINE (ATLAS)

SANITARY SEWER LINE (ATLAS)

GUY POLE

DOWN GUY

COMMUNICATIONS VAULT

OVERHEAD TELEPHONE LINECOMM COMM

MARKED PIPELINE

UNKNOWN UNDERGROUND UTILITY

WATER LINE (IRRIGATION)

TREE LINE

CHAINLINK FENCE

SECURITY FENCE

ELECTRIC FENCE

HOG WIRE FENCE

GAS LINE (ATLAS)

CONCRETE DEMO

ASPHALT DEMO

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

PROPOSED ASPHALT

PROPOSED CONCRETE

XXX.XX GUTTER ELEVATION, UNLESS OTHERWISE NOTED

LIMITS OF CONSTRUCTION

TREE DRIP LINE

SHRUB LINE

EXISTING RIPRAP

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. IMMEDIATELY NOTIFY THE ENGINEER OF ANY UNREPORTED

OBSTACLES THAT MAY IMPEDE OR PREVENT THE

CONSTRUCTION OF THE WORK.

9. 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.

10. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A

MANNER AS TO PROTECT EXISTING FACILITIES AT ALL TIMES.

11. RECORD AND SUPPLY TO ENGINEER THE FOLLOWING

INFORMATION:

A. LOCATION AND ELEVATION OF ALL SUPPLEMENTARY

CONNECTIONS.

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

UTILITIES.

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

PRACTICAL 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

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

R . W

G . G

R A

C-001

D L

R A

O R

C E

, O

M A

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

11/05/2025

B214

IW-LS-3

SHEET C-101

B3706

IW-LS-10

SHEET C-102

B2280

IW-LS-2280

SHEET C-103

B2136

IW-LS-6 NORTH AND SOUTH

SHEET C-104

TINKER AFB RUNWAY

S D

O U

R . W

G . G

R A

C-100

R A

O R

C E

, O

M A

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

SCALE: 1" = 500'

0 500' 1000' 2000'

OVERALL SITE PLAN

SCALE: 1" = 500'

A1 C-100

CPT SIB 1/2 W/HDR CAP

N 156466.49 E 2150532.16

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

G G G

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

E U

G E

U G

E U

G E

UGE UGE

U G

E U

G E

G G G G G G

G G

U G

E U

G E

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

G G G G G G G G G G G G G G G G G G G G G G G

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

CPT SIB 1/2 W/HDR CAP

N 156466.49 E 2150532.16

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

G G G

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

E U

G E

U G

E U

G E

UGE UGE

U G

E U

G E

G G G G G G

G G

U G

E U

G E

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

G G G G G G G G G G G G G G G G G G G G G G G

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

COMM COMM COMM COMM COMM

COMM

C O

M M

EXISTING LIFT STATION

IW-LS-3

B214

EXISTING CONCRETE

PAVEMENT (TYP.)

EXISTING MASONRY

WALL

EXISTING

MECHANICAL YARD

EXISTING SANITARY

SEWER LINE (TYP.)

EXISTING UNDERGROUND

ELECTRIC LINE (TYP.)

EXISTING GAS

LINE (TYP.)

EXISTING UNDERGROUND

TELECOM LINE (TYP.)

EXISTING STORM

DRAIN (TYP.)

EXISTING WATER

LINE (TYP.)

1250 1250

SF SF

EXISTING ELECTRICAL

EQUIPMENT (TYP.)

EXST MECH

EQUIPMENT

EXST MECH

EQUIPMENT

ME ± 1251.4

ME ± 1251.3

ME ± 1251.0

ME ± 1250.9

ME ± 1251.1

ME ± 1251.0

N: 156479.68' E: 2150606.29'

SEE INSTRUMENTATION SHEETS

FOR CONNECTION TO EXISTING

LIFT STATION ELECTRICAL EQUIPMENT

N: 156475.89' E: 2150606.32'

N: 156475.89' E: 2150643.40'

N: 156485.63' E: 2150672.63'

N: 156492.97' E: 2150672.60'

SEE INSTRUMENTATION SHEETS

FOR CONTINUATION OF

LINE INTO B214

2.00' (TYP.)

EXISTING UNDERGROUND ELECTRICUGE

EXISTING SANITARY SEWER LINESS SS

EXISTING GAS LINEG

EXISTING UNDERGROUND TELECOMUGT

EXISTING WATER LINEW W

EXISTING CONTOUR

1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES

AND ALL SURVEY INFORMATION PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ADJUST MANHOLES AND VALVE BOXES

WITHIN PROJECT LIMIT TO FINISH GRADE.

3. 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 ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN

ORDER TO IMPLEMENT CONTRACTORS TRENCH EXCAVATION

SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTORS IMPLEMENTATION OF THE

SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE

FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION

THAT COMPLIES WITH, AS A MINIMUM OSHA STANDARDS FOR

TRENCH EXCAVATIONS. CONTRACTOR AND/OR CONTRACTORS

INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY

CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM

IN ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE

PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND

AROUND TRENCH EXCAVATION.

1. FULL DEPTH SAWCUT.

2. PROPOSED UNDERGROUND COMMUNICATION LINE. SEE

INSTRUMENTATION SHEETS FOR ADDITIONAL INFORMATION.

3. EXISTING CONCRETE PAVEMENT TO BE REMOVED AND

REPLACED. SEE DETAIL C3/C-501.

4. FURNISH AND INSTALL SILT FENCE. SEE DETAIL B1/C-501.

5. FURNISH AND INSTALL SILT LOG. SEE DETAIL A1/C-501.

6. 4" TOPSOIL AND SOD AFTER TRENCH IS BACKFILLED.

ME ± XX.XX MATCH EXISTING ELEVATION

XXXX

EXISTING CONCRETE PAVEMENT

Va lu e

G . G

R A

Va lu e

C-101

-L

S-

F O

R C

, O

O M

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

PROPOSED COMMUNICATION LINECOMM

EXISTING CONCRETE PAVEMENT

TO BE REMOVED AND REPLACED

SILT LOG

SF SF SILT FENCE

FULL DEPTH SAWCUT

GENERAL NOTES

KEY NOTES

LEGEND

SCALE: 1" = 10'

0 10' 20' 40'

CAUTION!

EXISTING UNDERGROUND

UTILITIES THIS LOCATION

SITE PLAN IW-LS-3

SCALE: 1"=10'

A1 C-101

PROPOSED SOD

EXISTING GRASS AREA

G G

W W

W W W W W W W W W W

UGE

NPA

1270.48

FM FM FM FM FM FM FM FM FM

G G

W W

W W W W W W W W W W

UGE

NPA

1270.48

FM FM FM FM FM FM FM FM FM

COMM

COMM COMM

B3706

EXISTING ASPHALT

PAVEMENT (TYP.)

EXISTING DRAINAGE

DITCH

EXISTING SANIARY

SEWER LINE (TYP.)

EXISTING UNDERGROUND

ELECTRIC LINE (TYP.)

EXISTING SANITARY

SEWER MANHOLE (TYP.)

EXISTING CHAIN

LINK FENCE

EXISTING GAS

LINE (TYP.)

EXISTING WATER

LINE (TYP.)

EXISTING

PEDESTRIAN BRIDGE

EXISTING ELECTRICAL

EQUIPMENT (TYP.)

ME ± 1271.2

ME ± 1271.4

ME ± 1271.3

ME ± 1271.6

ME ± 1271.5

ME ± 1272.2

N: 152374.07' E: 2155194.93'

SEE INSTRUMENTATION SHEETS

FOR CONNECTION TO EXISTING LIFT

STATION ELECTRICAL EQUIPMENT

N: 152348.69' E: 2155214.90'

N: 152381.97' E: 2155257.19'

N: 152382.09' E: 2155280.83'

SEE INSTRUMENTATION SHEETS

FOR CONTINUATION OF LINE INTO B3706

-55.67:1

EXISTING

FORCE MAIN

EXISTING LIFT STATION

IW-LS-10

SCALE: 1" = 10'

0 10' 20' 40'

R . W

G . G

R A

C-102

-L

S-

F O

R C

, O

O M

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

EXISTING ASPHALT PAVEMENT

TO BE REMOVED AND REPLACED

EXISTING UNDERGROUND ELECTRICUGE

EXISTING SANITARY SEWER LINESS SS

EXISTING GAS LINEG

EXISTING WATER LINEW W

EXISTING CONTOURXXXX

PROPOSED COMMUNICATION LINECOMM

SILT LOG

SF SF SILT FENCE

FULL DEPTH SAWCUT

1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES

AND ALL SURVEY INFORMATION PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ADJUST MANHOLES AND VALVE BOXES

WITHIN PROJECT LIMIT TO FINISH GRADE.

3. 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 ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN

ORDER TO IMPLEMENT CONTRACTORS TRENCH EXCAVATION

SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTORS IMPLEMENTATION OF THE

SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE

FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION

THAT COMPLIES WITH, AS A MINIMUM OSHA STANDARDS FOR

TRENCH EXCAVATIONS. CONTRACTOR AND/OR CONTRACTORS

INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY

CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM

IN ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE

PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND

AROUND TRENCH EXCAVATION.

1. FULL DEPTH SAWCUT

2. PROPOSED UNDERGROUND COMMUNICATION LINE. SEE

INSTRUMENTATION SHEETS FOR ADDITIONAL INFORMATION.

3. PROPOSED ABOVEGROUND COMMUNICATION LINE TO BE

SECURED TO PEDESTRIAN BRIDGE. SEE INSTRUMENTATION

SHEETS FOR ADDITIONAL INFORMATION.

4. EXISTING ASPHALT PAVEMENT TO BE REMOVED AND

REPLACED. SEE DETAIL C4/C-501.

5. FURNISH AND INSTALL SILT FENCE. SEE DETAIL B1/C-501.

6. FURNISH AND INSTALL SILT LOG. SEE DETAIL A1/C-501.

7. 4" TOP SOIL AND SOD AFTER TRENCH IS BACKFILLED.

8. PROPOSED 4'X4' CONCRETE VAULT WITH HS-20 RATED

HYDRAULIC ASSIST LID. SEE DETAILS D1/C-502 AND D4/C-502.

GENERAL NOTES

KEY NOTES

LEGEND

CAUTION!

EXISTING UNDERGROUND

UTILITIES THIS LOCATION

SITE PLAN IW-LS-10

SCALE: 1"=10'

A1 C-102

ME ± XX.XX MATCH EXISTING ELEVATION

PROPOSED SOD

EXISTING GRASS AREA

EXISTING FORCE MAINFM FM

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

UGE

UGEUGE

SS SS SS SS

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

UGE

UGEUGE

SS SS SS SS

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

B2280

EXISTING LIFT STATION

IW-LS-2280

EXISTING CONCRETE

PAVEMENT (TYP.)

SEE INSTRUMENTATION SHEETS FOR

CONNECTION TO EXISTING LIFT

STATION ELECTRICAL EQUIPMENT

SEE INSTRUMENTATION

SHEETS FOR CONTINUATION

OF LINE INTO B2280

EXISTING SANITARY

SEWER LINE (TYP.)

EXISTING

UNDERGROUND

ELECTRIC LINE (TYP.)

R . W

G . G

R A

C-103

-L

S-

R A

O R

C E

, O

M A

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

UGE

SS SS

COMM

EXISTING UNDERGROUND ELECTRIC

EXISTING SANITARY SEWER LINE

EXISTING CONCRETE PAVEMENT

PROPOSED COMMUNICATION LINE

EXISTING CONTOURXXXX

1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES

AND ALL SURVEY INFORMATION PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ADJUST MANHOLES AND VALVE BOXES

WITHIN PROJECT LIMIT TO FINISH GRADE.

3. 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 ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN

ORDER TO IMPLEMENT CONTRACTORS TRENCH EXCAVATION

SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTORS IMPLEMENTATION OF THE

SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE

FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION

THAT COMPLIES WITH, AS A MINIMUM OSHA STANDARDS FOR

TRENCH EXCAVATIONS. CONTRACTOR AND/OR CONTRACTORS

INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY

CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM

IN ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE

PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND

AROUND TRENCH EXCAVATION.

1. PROPOSED ABOVEGROUND COMMUNICATION LINE. SEE

INSTRUMENTATION SHEETS FOR ADDITIONAL INFORMATION.

GENERAL NOTES

KEY NOTES

LEGEND

SCALE: 1" = 10'

0 10' 20' 40'

SITE PLAN IW-LS-2280

SCALE: 1"=10'

A1 C-103

E U

G E

U G

E U

G E

U G

G G

UGT

U G

E U

G E

U G

E U

G E

U G

UGE

UGE UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

X X X X X X X X X X

X X X X X X X

UGE

U G

UGERTW ST OS 1FT NRTW

1295.81

RTW

1295.31

RTW

1294.75

RTW E

1294.57

RTW ST RTW1 ST

1296.44

RTW1

1296.47

RTW

1296.49

RTW1

1296.48

RTW1

1296.47

RTW

1296.47

RTW1

1296.50

RTW

1296.46

RTW

1296.52

RTW E RTW1 E

1296.48

SSSS

G G

UGE

UGE UGE UGE UGE UGE UGE UGE

SDSDSD

W W

W W W W W W W W

FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW

W W

SS SS SS SS SS SS SS SS SS SS SS

U G

E U

G E

U G

E U

G E

U G

G G

UGT

U G

E U

G E

U G

E U

G E

U G

UGE

UGE UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

X X X X X X X X X X

X X X X X X X

UGE

U G

UGERTW ST OS 1FT NRTW

1295.81

RTW

1295.31

RTW

1294.75

RTW E

1294.57

RTW ST RTW1 ST

1296.44

RTW1

1296.47

RTW

1296.49

RTW1

1296.48

RTW1

1296.47

RTW

1296.47

RTW1

1296.50

RTW

1296.46

RTW

1296.52

RTW E RTW1 E

1296.48

SSSS

G G

UGE

UGE UGE UGE UGE UGE UGE UGE

SDSDSD

W W

W W W W W W W W

FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW

W W

SS SS SS SS SS SS SS SS SS SS SS

C O

M M

COMM COMM COMM COMM COMM

COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

B2136

B2122

EXISTING LIFT STATION

IW-LS-6 SOUTH

O L

R D

EXISTING

ASPHALT ROAD

EXISTING

CONCRETE ROAD

(TYP.)

312961297

SFSFSFSFSFSFSFSFSF

EXISTING FLIGHT LINE SECURITY

FENCE. ALL EXISTING CONDITIONS

DATA BEYOND THE FLIGHT LINE IS

BASED ON GIS INFORMATION AND

SHALL BE VERIFIED BY CONTRACTOR

SEE INSTRUMENTATION

SHEETS FOR CONTINUATION

OF LINE INTO BUILDING 2136

EXISTING STORM

DRAIN LINE (TYP.)

EXISTING FIRE

WATER LINE (TYP.)

EXISTING SANITARY

SEWER LINE (TYP.)

EXISTING WATER

LINE (TYP.)

EXISTING GAS

LINE (TYP.)

EXISTING UNDERGROUND

ELECTRIC LINE (TYP.)

EXISTING INSTALLATION

FENCE LINE (TYP.)

ME ± 1294.7

ME ± 1296.2

ME ± 1296.1

N: 149518.96' E: 2155550.37'

N: 149523.74' E: 2155884.12'

N: 149865.24' E: 2155882.62'

N: 149865.30' E: 2155894.09'

SEE INSTRUMENTATION SHEETS

FOR CONNECTION TO EXISTING LIFT

STATION ELECTRICAL EQUIPMENT

C O

M M

COMM COMM COMM COMM COMM

COMM

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

N: 149522.93' E: 2155754.97'

EXISTING FENCE TO

REMAIN IN PLACE

TRENCH UNDER FENCE. USE HAND

DIGGING IF NEEDED. DO NOT REMOVE

FENCE WITHOUT APPROVAL OF

CONTRACTING OFFICER.

TRENCH UNDER FENCE. USE HAND

DIGGING IF NEEDED. DO NOT REMOVE

FENCE WITHOUT APPROVAL OF

CONTRACTING OFFICER.

EXISTING FORCE MAIN

EXISTING LIFT STATION

IW-LS-6 NORTH

R . W

G . G

R A

C-104

-L

S-

N O

A N

D S

O U

R A

O R

C E

, O

M A

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

EXISTING UNDERGROUND ELECTRICUGE

EXISTING SANITARY SEWER LINESS SS

EXISTING GAS LINEG

EXISTING UNDERGROUND TELECOMUGT

EXISTING WATER LINEW W

EXISTING CONCRETE PAVEMENT

PROPOSED COMMUNICATION LINECOMM

EXISTING CONCRETE PAVEMENT

TO BE REMOVED AND REPLACED

SILT LOG

SF SF SILT FENCE

FULL DEPTH SAWCUT

EXISTING STORM DRAINSD SD

EXISTING FLIGHT LINE SECURITY FENCEX

EXISTING INSTALLATION PERIMETER FENCE

EXISTING CONTOURXXXX

1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES

AND ALL SURVEY INFORMATION PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL ADJUST MANHOLES AND VALVE BOXES

WITHIN PROJECT LIMIT TO FINISH GRADE.

3. 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 ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN

ORDER TO IMPLEMENT CONTRACTORS TRENCH EXCAVATION

SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTORS IMPLEMENTATION OF THE

SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE

FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION

THAT COMPLIES WITH, AS A MINIMUM OSHA STANDARDS FOR

TRENCH EXCAVATIONS. CONTRACTOR AND/OR CONTRACTORS

INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY

CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM

IN ACCORDANCE WITHIN OSHA STANDARDS GOVERNING THE

PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND

AROUND TRENCH EXCAVATION.

1. FULL DEPTH SAWCUT

2. PROPOSED UNDERGROUND COMMUNICATION LINE. SEE

INSTRUMENTATION SHEETS FOR ADDITIONAL INFORMATION.

3. EXISTING CONCRETE PAVEMENT TO BE REMOVED AND REPLACED. SEE

DETAIL C3/C-501.

4. FURNISH AND INSTALL SILT FENCE. SEE DETAIL B1/C-501.

5. FURNISH AND INSTALL SILT LOG. SEE DETAIL A1/C-501.

6. 4" TOP SOIL AND SOD AFTER TRENCH IS BACKFILLED.

7. PROPOSED 4'X4' CONCRETE VAULT WITH HS-20 RATED HYDRAULIC

ASSIST LID. SEE DETAILS D1/C-502 AND A4/C-502.

GENERAL NOTES

KEY NOTES

LEGEND

SCALE: 1" = 30'

0 30' 60' 120'

CAUTION!

EXISTING UNDERGROUND

UTILITIES THIS LOCATION

SITE PLAN IW-LS-6 NORTH AND SOUTH

SCALE: 1" = 30'

A1 C-104

ME ± XX.XX MATCH EXISTING ELEVATION

PROPOSED SOD

EXISTING GRASS AREA

EXISTING FORCE MAINFM FM

. W

G . G

R A

C-501

F O

R C

, O

O M

N S

G R

O U

D R

B Y:

C H

D B

E D

1 2 3 4 5

R M

1 2 3 4 5

E D

SHEET NUMBER

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

W W

L S

, B

H D

SLOPE

TYPICAL ELEVATION TYPICAL SECTION

STEEL "T" FENCE POST

WELDED WIRE MESH

FILTER FABRIC

WELDED WIRE MESH

FILTER FABRIC STEEL "T" FENCE POST

EXIST. GRADE

6'-0" O.C. MAX.

5' -0

2' -6

4" M

8" MIN.

" M

DIRECTION OF DRAINAGE

SILT SCREEN

4" M

SAND

FLOW

PAVEMENTSHEATHING OR EQUIVALENT

SILT FENCE NOTES:

1. CLEAR THE GROUND OF DEBRIS, ROCKS, AND PLANTS (INCLUDING GRASSES TALLER THAN 2")

SO THAT A SMOOTH SURFACE CAN BE UTILIZED FOR ANCHORING THE SKIRT.

2. LAY OUT THE SILT FENCE FOLLOWING AS CLOSELY AS…

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File details come from the government source that posted it. Updated May 29, 2026.