Att12_240015-Drawings.pdf

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:

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: (CEFP)

GENERAL1. 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".

WWYK240015

REHAB TANKS

62501E & 62501W

KEY PLAN:

GENERAL NOTES:

DISCIPLINE

PROJECT

LOCATION

1 G-101 GENERAL NOTES & VICINITY MAP

SHT.SEQ. SHEET TITLE

OF

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

G-101

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

GE

NE

RA

L N

OT

ES

AN

D

VI

CI

NI

TY

M

AP

01 12

G-102 AERIAL IMAGE OF 62501E AND 62501W WITH UTILITIES2

ED-101 ELECTRICAL ASBUILT OF CATHODIC PROTECTION SYSTEM

ED-102 ELECTRICAL ASBUILT CATHODIC PROTECTON DETAILS

S-101 STRUCTURAL ASBUILT PLAN OF RETAINING WALL AND JOINT LAYOUT

S-102 STRUCTURAL ASBUILT PLAN OF TANK STAIR AND WALKWAY

MD-101 MECHANICAL DEMOLITION PLAN

M-101 MECHANICAL NEW WORK PLAN

E-101 ELECTRICAL PLAN

E-102 ELECTRICAL PLAN

E-103 ELECTRICAL WORK PLAN

S-100 STRUCTURAL GENERAL NOTES

62528

62516

62515

62501W 62501E

R U

N W

AY

8/

RUNWAY 13/31

TA

XI

W

AY

G

TAXIW

AY H

TAXIWAY B

TAXIWAY C

TAXIWAY M

TA

XI

W

AY

K

TAXIWAY E

TAXIWAY A

TA

XIW

AY E

E

TAXIWAY F

TAXIWAY D

TAXIWAY E

TAXIWAY J

TA

XI

W

AY

G

TAXIWAY A

TAXIW

AY H

TAXIWAY C

TAXIWAY D

TAXIWAY EE

TAXIWAY F

Elm C reek

Crutcho Creek

Kuhlman Creek

Soldier Creek

Kuhlman Creek

Elm C reek

East Crutcho Creek

Elm Creek

El m

C re ek

Elm Creek

Elm C reek

Elm CreekElm C reek

Ku hlm an C re ek

Ea st

C ru tc ho

C re ek

Elm C ree k

West Crutcho Creek

W es t C ru tc ho

C re ek

Elm Creek

Soldier Creek

Elm C reek

Soldier CreekSoldier Creek

Ea st

C ru tc ho

C re ek

Elm Creek

Ea st

C ru tc ho

C re ek

East C rutcho C reek

Soldier Creek

So ld ie r C re ek

East C rutch o Creek

Soldier C reek

Soldier C reek

So ld ie r C re ek

East Crutcho Creek

416506

21222121

59475946

11401128

62540

61089

838837

62509

62528

62523

62501X

43774

62512

62516

62525

3592135916

99999

62543

32101

71086

53902

50414

55300

56601

930G

948-E

911-E

948-W

61019

911-W

33001

35913

62501

65672

930S

45134

43609

42116

62517

62515

62526

62527

62503

62513

61289

62542

62501OK

11289

62501

15930

15908

15904

15904

15908

15908

15904

15904

15908

62502

41046

62501

62514

62501

61018

71089

45134

96022

43120

41157

44045

45815

40592

43610

62522

41163

15930

15930

11824

Arnold St.

Ea st

D r.

SE 74th St

SE 59th St.

Ai r D ep ot

Patrol Rd.

St af f D r.

Reserve Rd.

5th Ave

"A " A ve

M un iti on s R d.

W ar eh ou se R d.

"B " A ve

7th St.

"H " A ve

M cN ar ne y Av e.

Mitchell Ave

Al er t R d.

Co ok

A ve

W es t D r.

"E "A ve

Extender Dr.

Sentry Rd.

34th St.

Twining Dr.

5th Ave.

Jo ne s

Globemaster Dr.

To w er R d.

Vanaman Rd.

In du st ria l B lv d.

So ut h St

1st St.

Do ol itt le

A ve

Pi cn ic R d.

Ja m es D r.

W ol fe D r.

Ai r D ep ot

Ai r D ep ot

"D " A ve

Perimeter Rd.

Rapcon Rd.

Reserve Rd

"L " A ve

Mercury Rd.

1st St.

Br ow n Dr

Po nd

R d.

O ld

A ir

De po t

Airey Dr.

Bradley Dr.

Entrance Road "C"

Entrance Road "A"

"C " A ve

"C " A ve

Vandenberg Dr.

Hi llt op R d.

Do rm ito ry

R d.

Dormitory Rd.

"M " A ve

Chennault Dr.

M itc he ll A ve

Spaatz Dr.

Co m m od ity D r.

Doolittle Ave

W hi te D r.

3rd Ave.

"D " D riv e

Ba ll

Pa rk

R d.

Joint STARS Dr.

Ai r D ep ot

B lv d

Turbine Dr. Turbine Dr.

Central Plant Dr.

6th St.6th St.

Falco n Dr.

Blackb ird

Dr.

W ey la nd

L oo p

Pegasus Dr.

Thunderbolt D r.

Munitions Rd. Ext.

Codding Rd.

Starlifter Dr.

Chidlaw Ct.

Co rs ai r D r.

Ra pt or Ct

N ig ht H aw k

Ct

Ph an to m

D r.

Fr an kl in

Po w er ho us e

Dr

Sk ym as te r D r.

Spaatz Ct.

La w re nc e

M un de ll

Nabors Dr.

In tr ud er

D r.

M cN ic kl e

M ill er D r.

Ta il

Fe at he r D r.

Holden Dr.

Ai re y C ir.

Smith Ct.

Ra ve n Ct

Air Dep ot Ai r D ep ot

Vanaman Rd.

1st St.

1st St.

TAXIWAY F

Ra w li ng s A ve

Mitc he ll A ve

Mercury Rd.

Ra ily ar d

Rd

He rc ul es

R d.

"F " A ve

Pr op ul sio n Dr

Stratofortress Dr.

96021

Arnold St.

62501W 62501E

PROJECT

LOCATION

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

(FUTURE

HAUL ROUTE)

(F

UT

UR

E

HA

UL

R

OU

TE

FUTURE

TRUCK GATE

FUTURE

HAUL ROUTE

OF

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

G-102

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

AE

RI

AL

IM

AG

E

OF

1E

A

ND

1W W

IT

H

UT

ILI

TI

ES

02 12

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

G-102

AERIAL IMAGE OF 62501E AND 62501W WITH UTILITIES

SCALE: 1/16" = 1'-0"

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

L

LU

KE

S-100

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

ST

RU

CT

UR

AL

GE

NE

RA

L N

OT

ES

03 12

TANK PREPARATION AND COATING REQUIREMENTS

EXTERIOR SURFACE PREPARATION:

INSPECT ALL SURFACES FOR OIL AND/OR GREASE CONTAMINATION.

CLEAN OIL AND/OR GREASE CONTAMINATED SURFACES IN ACCORDANCE WITH

SSPC-SP 1, AND RECHECK FOR CONTAMINATION UNTIL SURFACES ARE FREE OF OIL

AND GREASE.

TEST SURFACES FOR SOLUBLE SALTS, AND WASH AS REQUIRED, PRIOR TO

ABRASIVE BLASTING.

ABRASIVE BLAST EXTERIOR TANK STEEL SURFACES INCLUDING ALL INTEGRATED

MANWAYS AND FLANGES, TO NEAR-WHITE METAL IN ACCORDANCE WITH SSPC-SP

10/NACE NO. 2. PREPARED SURFACES SHALL CONFORM TO SSPC-VIS 1 AND SHALL

MATCH THE PREPARED TEST-PANELS.

CONTAIN SAND BLASTING PROPERLY TO PREVENT EXPOSURE TO NEARBY

BUILDING PERSONNEL.

EXTERIOR COATING SYSTEM:

APPLY NEW EXTERIOR COATING SYSTEM TO ALL EXTERIOR TANK STEEL SURFACES

THAT HAVE HAD THEIR COATING REMOVED.

ZINC-RICH EPOXY PRIMER COAT - EPOXY POLYAMIDE, MIL-DTL-24441/19 (FORMULA

159, TYPE III)

EPOXY INTERMEDIATE COAT - EPOXY POLYAMIDE, MIL-DTL-24441/31(FORMULA 152,

TYPE IV, WHITE TINTED)

POLYURETHANE TOPCOAT - POLYURETHANE COATING TOPCOAT OF MIL-PRF-85285,

TYPE II, SW 9102 - QUINOA

INTERIOR SURFACE PREPARATION:

INSPECT ALL SURFACES FOR OIL AND/OR GREASE CONTAMINATION.

CLEAN OIL AND/OR GREASE CONTAMINATED SURFACES IN ACCORDANCE WITH

SSPC SP 1, AND RECHECK FOR CONTAMINATION UNTIL SURFACES ARE FREE OF OIL

AND GREASE.

TEST SURFACES FOR SOLUBLE SALTS, AND WASH AS REQUIRED, PRIOR TO

ABRASIVE BLASTING.

ABRASIVE BLAST INTERIOR TANK STEEL SURFACES INCLUDING ALL INTEGRATED

MANWAYS AND FLANGES, TO NEAR-WHITE METAL IN ACCORDANCE WITH SSPC SP

10/NACE NO. 2. PREPARED SURFACES SHALL CONFORM TO SSPC VIS 1 AND SHALL

MATCH THE PREPARED TEST-PANELS.

CONTAIN SAND BLASTING PROPERLY TO PREVENT EXPOSURE TO NEARBY

BUILDING PERSONNEL.

INTERIOR COATING SYSTEM:

APPLY NEW INTERIOR COATING SYSTEM TO ALL INTERIOR STEEL TANK SURFACES

THAT HAVE HAD THEIR COATING REMOVED.

AWWA D102-21 (ICS-2) - THIS IS A THREE-COAT TWO-COMPONENT EPOXY SYSTEM

FOR EXTENDED SERVICE WITH NON-POTABLE WATER. ALTERNATE SYSTEMS OR

PRODUCTS WILL NOT BE CONSIDERED. ALL PRIMER, INTERMEDIATE, AND TOPCOAT

MATERIALS SHALL BE MANUFACTURED BY ONE MANUFACTURER.

EPOXY PRIMER COAT - EPOXY POLYAMIDE, MACROPOXY (240, BUFF)

EPOXY INTERMEDIATE COAT - FLAKE FILLED NOVOLAC EPOXY, COR-COTE (B62-420,

HAZE GRAY)

EPOXY TOPCOAT - FLAKE FILLED NOVOLAC EPOXY, COR-COTE (B62-420, HAZE

GRAY)

CONTAIN PAINT OVERSPRAY PROPERLY TO PREVENT EXPOSURE OF NEARBY

BUILDING PERSONNEL.

STRUCTURAL GENERAL NOTES

ACI RAP-1 REPAIRS

SURFACE PREPARATION:

CLEAN THE SURFACE AREA 1/2 IN. WIDE ON EACH SIDE OF THE CRACK WITH WIRE

BRUSH. REMOVE CONTAMINANTS BY HIGH-PRESSURE WATER, “OIL-FREE”

COMPRESSED AIR, OR POWER VACUUMS. WHEN USING WATER TO CLEAN OUT THE

CRACK, BLOW OUT THE CRACK WITH OIL-FREE, COMPRESSED OR HEATED AIR TO

ACCELERATE DRYING. WHERE CONCRETE SURFACES ADJACENT TO THE CRACK ARE

DETERIORATED, “V”-GROOVE THE CRACK UNTIL SOUND CONCRETE IS REACHED. “V”

GROOVES CAN ALSO BE USED WHEN HIGH INJECTION PRESSURES REQUIRE A

STRONGER CAP SEAL.

REPAIR PROCEDURE:

PORT INSTALLATION:

INSTALL THE ENTRY PORTS ONLY AFTER PROPER SURFACE PREPARATION. TWO

TYPES OF ENTRY PORTS MAY BE USED FOR THE INJECTION PROCESS:

SURFACE-MOUNTED; OR SOCKET-MOUNTED. ENTRY PORTS CAN BE ANY TUBELIKE

DEVICE THAT PROVIDES FOR THE SUCCESSFUL TRANSFER OF THE EPOXY RESIN

UNDER PRESSURE INTO THE CRACK. PORT SPACING IS TYPICALLY 8 IN. ON CENTER,

WITH INCREASED SPACING AT WIDER CRACKS. PORT SPACING MAY ALSO BE

ADJUSTED BASED ON THE THICKNESS OF THE CONCRETE ELEMENT.

SURFACE-MOUNTED ENTRY PORTS ARE NORMALLY ADEQUATE FOR MOST CRACKS,

BUT SOCKET-MOUNTED PORTS ARE USED WHEN CRACKS ARE BLOCKED, SUCH AS

WHEN CALCIFIED CONCRETE IS ENCOUNTERED. ENTRY PORTS CAN ALSO BE

CONNECTED BY A MANIFOLD SYSTEM WHEN SIMULTANEOUS INJECTION OF MULTIPLE

PORT LOCATIONS IS ADVANTAGEOUS.

INSTALL THE CAP SEAL:

THE CAP SEAL CONTAINS THE EPOXY AS IT IS INJECTED UNDER PRESSURE INTO THE

CRACK. WHEN CRACKS PENETRATE COMPLETELY THROUGH A SECTION, CAP SEALS

PERFORM BEST WHEN INSTALLED ON BOTH SIDES OF THE CRACKED ELEMENT,

ENSURING CONTAINMENT OF THE EPOXY. CAP SEALS SHALL BE INSTALLED USING

EPOXIES, POLYESTERS, PARAFFIN WAX, OR SILICONE CAULK. THE SELECTION OF THE

CAP SEAL MATERIAL SHOULD CONSIDER THE FOLLOWING CRITERIA, SUBJECT TO THE

TYPE OF CRACK TO BE REPAIRED: NON-SAG CONSISTENCY (FOR VERTICAL OR

OVERHEAD); MOISTURE TOLERANCE; WORKING LIFE; AND RIGIDITY (MODULUS OF

ELASTICITY). CONCRETE TEMPERATURE CHANGES AFTER INSTALLATION OF THE CAP

SEAL BUT PRIOR TO INJECTION MAY CAUSE THE CAP SEAL TO IF THIS OCCURS, THE

CAP SEAL MUST BE REPAIRED PRIOR TO RESIN INJECTION. PRIOR TO PROCEEDING

WITH INSTALLATION OF THE CAP SEAL, MARK THE LOCATION OF THE WIDEST

PORTION OF THE CRACK AND PAY CLOSE ATTENTION TO THE FOLLOWING: USE ONLY

MATERIALS THAT HAVEN'T EXCEEDED THEIR SHELF LIFE; ACCURATE BATCHING OF

COMPONENTS; SMALL BATCHES TO KEEP MATERIAL FRESH, AND DISSIPATE HEAT;

PORT SPACING; AND CONSISTENT APPLICATION OF THE MATERIAL (1 IN. WIDE X

3/16IN. THICK) OVER THE LENGTH OF THE CRACK.

INJECT THE EPOXY:

FOR A SUCCESSFUL EPOXY INJECTION, START WITH THE PROPER BATCHING AND

MIXING OF THE EPOXY COMPONENTS IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S REQUIREMENTS. PRIOR TO STARTING THE ACTUAL INJECTION, BE

SURE THAT THE CAP SEAL AND PORT ADAPTER ADHESIVE HAVE PROPERLY CURED

SO THEY CAN SUSTAIN THE INJECTION PRESSURES. START THE INJECTION AT THE

WIDEST SECTION OF A HORIZONTAL CRACK. (BE SURE TO LOCATE AND MARK THESE

AREAS BEFORE INSTALLING THE CAP SEAL.) VERTICAL CRACKS ARE TYPICALLY

INJECTED FROM THE BOTTOM UP. CONTINUE THE INJECTION UNTIL REFUSAL. IF AN

ADJACENT PORT STARTS BLEEDING, CAP THE PORT BEING INJECTED AND CONTINUE

INJECTION AT THE FURTHEST BLEEDING PORT. HAIRLINE CRACKS ARE SOMETIMES

NOT WELL SUITED TO “PUMPING TO REFUSAL.” IN THOSE CASES, TRY INJECTING THE

EPOXY AT INCREASED PRESSURE (APPROXIMATELY 200 PSI) FOR 5 MIN. CLOSER

PORT SPACING CAN ALSO BE CONSIDERED. WHEN INJECTION INTO A PORT IS

COMPLETE, CAP IT IMMEDIATELY. HIGHER PRESSURE CAN BE USED FOR INJECTING

VERY NARROW CRACKS OR INCREASING THE RATE OF INJECTION. USE OF HIGHER

PRESSURE SHOULD BE MANAGED WITH CARE TO PREVENT A BLOWOUT OF THE CAP

SEAL OR PORTS.

REMOVE PORTS AND CAP SEAL:

UPON COMPLETION OF THE INJECTION PROCESS, REMOVE THE PORTS AND CAP

SEAL BY HEAT, CHIPPING, OR GRINDING. COMPLETE REMOVAL IS REQUIRED FOR A

SUBSEQUENT APPLICATION OF A COSMETIC COATING, PREPARE THE CONCRETE

SURFACE BY GRINDING.

QUALITY ASSURANCE:

TO ENSURE THAT THE INJECTION HAS BEEN SUCCESSFUL, QUALITY ASSURANCE

MEASURES INCLUDE TEST CORES OR NON-DESTRUCTIVE EVALUATION (NDE).

ACI RAP-1 REPAIRS CONTINUE

TEST CORES:

CORE LOCATIONS SHOULD BE CHOSEN TO AVOID CUTTING

REINFORCING STEEL, DRILLING CORES IN AREAS OF HIGH STRESS, OR

CREATING CORE HOLES BELOW THE WATERLINE. THE ENGINEER

SHOULD DETERMINE CORE LOCATIONS WHEN THESE TYPES OF

CONDITIONS EXIST; BE SURE THE EPOXY HAS SET BEFORE EXTRACTING

A CORE; TAKE CORES (NORMALLY 2 IN. DIAMETER) TO CHECK THAT THE

PENETRATION OF THE EPOXY IS ADEQUATE; INSPECT THE CORE

VISUALLY TO DETERMINE THE PENETRATION OF THE EPOXY INTO THE

CRACK; CORES CAN BE FURTHER TESTED FOR COMPRESSIVE AND

SPLIT TENSILE STRENGTH PER ASTM C 42; AND SUBSEQUENTLY, PATCH

THE REMOVED-CORE AREA (AFTER PROPER SURFACE PREPARATION)

WITH AN EXPANSIVE CEMENTITIOUS OR EPOXY GROUT COMPATIBLE

WITH THE EXISTING SUBSTRATE CONCRETE AND THE SURROUNDING

ENVIRONMENT.

METHODS FOR NONDESTRUCTIVE EVALUATION:

IMPACT ECHO (IE); ULTRASONIC PULSE VELOCITY (UPV); AND SPECTRAL

ANALYSIS OF SURFACE WAVES (SASW).

ACI RAP-6 REPAIRS

SURFACE PREPARATION:

CONCRETE REMOVAL AND EDGE CONDITIONING:

LOOSE, DELAMINATED CONCRETE SHOULD BE REMOVED UNTIL THE SUBSTRATE

CONSISTS OF SOUND CONCRETE. WHERE CORROSION OF THE REINFORCEMENT

EXISTS CONTINUE CONCRETE REMOVAL ALONG THE REINFORCING STEEL AND

ADJACENT AREAS WITH EVIDENCE OF CORROSION INDUCED DAMAGE THAT WOULD

INHIBIT BONDING OF REPAIR MATERIALS. CONCRETE REMOVAL SHOULD INCLUDE

UNDERCUTTING THE CORRODED REINFORCING STEEL BY APPROXIMATELY 3/4 IN.

THE SHAPE OF THE PREPARED CAVITY SHOULD BE KEPT AS SIMPLE AS POSSIBLE,

GENERALLY SQUARE OR RECTANGULAR IN SHAPE. REPAIR CONFIGURATIONS WITH

RE-ENTRANT CORNERS SHOULD BE AVOIDED TO PREVENT STRESS CONCENTRATION

THAT COULD CAUSE CRACKING OF THE REPAIR MATERIAL CRACKING. THE EDGES OF

THE PATCHES SHOULD BE SAWCUT PERPENDICULAR TO THE SURFACE TO A DEPTH

OF 1/2 IN. TO AVOID FEATHER EDGING THE REPAIR MATERIAL. AVOID CUTTING INTO

REINFORCING STEEL WHEN SAW CUTTING.

FINAL SURFACE CLEANING:

USE ABRASIVE BLASTING WHERE POSSIBLE OR OTHER MECHANICAL MEANS TO

REMOVE RESIDUAL DUST, DEBRIS, FRACTURED CONCRETE, AND OTHER

CONTAMINANTS THAT PREVENT PROPER BONDING. IF ABRASIVE BLASTING IS NOT

FEASIBLE, LOW-PRESSURE WATER CLEANING USING A MINIMUM 3000 PSI MAY BE

ACCEPTABLE DEPENDING ON THE BOND STRENGTH REQUIRED. IF REMOVAL OF

MICROCRACKING OR BRUISING CAUSED BY CONCRETE REMOVAL IS NECESSARY,

ABRASIVE BLASTING OR HIGH-PRESSURE WATER BLASTING (MINIMUM 5000 PSI) IS

REQUIRED. BLOWING WITH OIL-FREE COMPRESSED AIR OR, ALTERNATELY, THE USE

OF A VACUUM, MAY BE APPROPRIATE IF DUST IS STILL PRESENT AFTER THE

BLASTING. THE FINAL SURFACE TEXTURE SHOULD BE ROUGH, WITH A 1/8 TO 1/4 IN.

AMPLITUDE (CONCRETE SURFACE PROFILE NO. 6 TO 10 PER ICRI TECHNICAL

GUIDELINE NO. 310.1R); ALSO REFER TO ACI 364.7T-02. IT IS HIGHLY RECOMMENDED

TO FOLLOW MANUFACTURER'S GUIDELINES FOR SURFACE PROFILE AND

PREPARATION PRIOR TO THE INSTALLATION OF THE MATERIAL.

TREATMENT OF EXPOSED REINFORCEMENT:

ALL CEMENT, SCALE, AND BOND-INHIBITING CORROSION SHOULD BE REMOVED FROM

THE REINFORCING STEEL BY ABRASIVE BLASTING OR HIGH-PRESSURE WATER

BLASTING. IF THE CROSS-SECTIONAL AREA OF THE REINFORCING STEEL HAS BEEN

SIGNIFICANTLY REDUCED, A STRUCTURAL ENGINEER SHOULD BE CONSULTED

(REFER TO ACI 364.10T). IF A REINFORCING STEEL COATING, SUCH AS AN EPOXY OR

ZINC-RICH COATING, AND/OR TYPE 1 EMBEDDED GALVANIC ANODES ARE SPECIFIED,

INSTALL THE PROTECTIVE SYSTEMS ACCORDING TO MANUFACTURER INSTRUCTIONS

AFTER THE REINFORCING STEEL HAS BEEN CLEANED.

SUBSTRATE SATURATION:

MOST PORTLAND CEMENT-BASED MATERIALS REQUIRE THE BASE CONCRETE TO BE

IN A SATURATED SURFACE-DRY (SSD) CONDITION PRIOR TO APPLICATION TO

PREVENT A RAPID LOSS OF MOISTURE FROM THE REPAIR MATERIAL INTO THE

SUBSTRATE. SSD CONDITION IS ACHIEVED WHEN THE BODY OF THE CONCRETE IS

SATURATED AND FREE SURFACE WATER AND PUDDLES HAVE BEEN REMOVED FROM

THE SURFACE OF THE CONCRETE. SSD SURFACE IS NOT RECOMMENDED IF A

POLYMER BONDING AGENT IS TO BE USED. WHEN USING POLYMER BONDING

AGENTS, FOLLOW THE MANUFACTURER'S RECOMMENDED SURFACE PREPARATION

REQUIREMENTS. THE GENERAL RECOMMENDATIONS PREVIOUSLY GIVEN MAYBE

INFLUENCED BY SEVERAL FACTORS, INCLUDING: DESIRED ROUGHNESS PROFILE OF

THE PREPARED SURFACE (THIS MAY BE SPECIFIED BY THE MANUFACTURER OF THE

REPAIR PRODUCT); METHOD OF SURFACE PREPARATION, INCLUDING CHIPPING

HAMMERS, ABRASIVE BLASTING, HIGH-PRESSURE WATER-BLASTING, OR HYDRO

DEMOLITION; POSSIBLE CONTAMINATION OF THE SURFACE BY CHEMICALS, OILS, OR

GREASE; POSSIBLE CARBONATION; AND METHODS OF REMOVING CONTAMINANTS OR

CARBONATED CONCRETE; REPAIR MATERIAL MANUFACTURER'S RECOMMENDATIONS

(ASK FOR TECHNICAL DATA SHEETS AND INSTALLATION BULLETINS AND READ THE

PRINTED INSTRUCTIONS ON THE PACKAGING); AND TREATMENT OF EXISTING CRACKS

AND JOINTS. FOR ADDITIONAL INFORMATION, CONSULT THE RECOMMENDATIONS OF

ICRI GUIDELINES NO. 310.2 AND 310.1R, AND U.S. BUREAU OF RECLAMATION (USBR)

ST-2016-2886-01 (VAYSBURD ET AL.2016).

ACI RAP-6 REPAIRS CONTINUED

REPAIR PROCEDURE:

APPLY THE REPAIR MATERIAL:

MIX THE MATERIAL FOLLOWING THE MANUFACTURERS'

RECOMMENDATIONS: SCRUB A THIN BOND COAT OF THE REPAIR

MORTAR INTO THE SSD SUBSTRATE, THUS FILLING PORES TO ENSURE

INTIMATE CONTACT AND TO HELP PREVENT SLOUGHING OR SAGGING

OF REPAIR MATERIALS ON VERTICAL AND OVERHEAD SURFACES. THE

BOND COAT SHOULD BE A THIN LAYER OF THE SAME REPAIR MATERIAL;

ADDING ADDITIONAL LIQUID TO MAKE A SLURRY CAN NEGATIVELY

AFFECT THE BOND STRENGTH. ALTERNATIVELY, A BONDING AGENT

MAY BE APPLIED IF IT IS REQUIRED BY THE MANUFACTURER OR

REQUIRED BY THE REPAIR SPECIFICATION. BEFORE THE BOND COAT

DRIES, APPLY THE REPAIR MATERIAL WITH THE ADEQUATE PRESSURE

TO ACHIEVE INTIMATE CONTACT WITH THE PREPARED SUBSTRATE.

THOROUGHLY CONSOLIDATE THE REPAIR MATERIAL INTO THE

CORNERS OF THE PATCH AND AROUND ANY EXPOSED REINFORCEMENT

IN THE REPAIR ZONE. FULL ENCAPSULATION OF THE REINFORCEMENT

IS IMPORTANT FOR LONG-TERM DURABILITY. IF A SECOND LIFT IS

REQUIRED, THOROUGHLY ROUGHEN THE SURFACE OF THE FIRST LIFT

BY SCORING THE SOFT MORTAR TO ACHIEVE AN AGGRESSIVE FINISH,

SIMILAR IN PROFILE TO THE PREPARED CONCRETE SUBSTRATE TO

PROMOTE MECHANICAL BOND BETWEEN LIFTS. IF THE SECOND LIFT

WILL NOT BE IMMEDIATELY APPLIED, KEEP THE FIRST LIFT MOIST UNTIL

APPLICATION OF THE SECOND LIFT. AFTER THE FIRST LIFT HAS

REACHED THE FINAL SET, MOISTEN THE SURFACE OF THE FIRST LIFT,

SCRUB IN A THIN LAYER OF FRESH MORTAR, AND APPLY THE SECOND

LIFT OF MATERIAL. ONCE THE DESIRED THICKNESS HAS BEEN

ACHIEVED, STRIKE OFF LEVEL WITH THE ADJACENT CONCRETE.

FINISH AND CURE THE REPAIR:

FINISH THE REPAIR MATERIAL TO PRODUCE A FINAL FINISHED

APPEARANCE AS REQUIRED BY THE PROJECT SPECIFICATIONS.

BECAUSE OF THE NONBLEEDING, STICKY NATURE OF MANY OF THESE

MATERIALS, THE USE OF AN EVAPORATION REDUCER FOR

INTERMEDIATE CURING MAY BE HELPFUL. AS WITH ALL PORTLAND

CEMENT-BASED MATERIALS, PROPER CURING WILL PROVIDE

ENHANCED PHYSICAL PROPERTIES. GOOD CURING PROCEDURES

PREVENT RAPID MOISTURE LOSS AT EARLY AGES. CONSULT THE

PRODUCT MANUFACTURER TO CURE INSTRUCTIONS. CURING WILL

GENERALLY BE CONDUCTED IN ACCORDANCE WITH ACI 308R. THE USE

OF CURING COMPOUNDS THAT COMPLY WITH THE MOISTURE

RETENTION REQUIREMENTS OF ASTM C309 OR ASTM C1315, OR MOIST

CURING ARE COMMON CURING METHODS.

QUALITY ASSURANCE:

REQUIREMENTS:

MEASURING THE AREA OR VOLUME OF REPAIR; DOCUMENTATION WITH

BEFORE AND AFTER PHOTOS; CONFIRMATION OF ACCEPTABLE

SURFACE PREPARATION. INCLUDES OBSERVING THE SURFACE

AMPLITUDE PROFILE. ALTERNATIVELY, DIRECT TENSION TESTING OF

THE PREPARED SURFACE WILL PROVIDE QUANTITATIVE DATA

REGARDING THE LEVEL OF SURFACE PREPARATION ACHIEVED;

MATERIAL TESTING PERFORMED BY A QUALIFIED TESTING AGENCY;

SOUNDING THE CURED REPAIR FOR LACK OF BONDING; AND IN-PLACE

DIRECT TENSILE BOND TESTING OF THE HARDENED, CURED REPAIR TO

THE BASE CONCRETE USING METHODS SIMILAR TO THOSE DESCRIBED

IN ICRI TECHNICAL GUIDELINE NO.210.3 OR ASTM C1583/C1583M.

IMPORTANT OBSERVATIONS INCLUDE MAXIMUM STRESS, EXPRESSED IN

PSI, AND FAILURE MODE (BASE CONCRETE, BOND LINE, OR COHESIVE

FAILURE OF THE MORTAR).

AutoCAD SHX Text

CONCRETE TEMPERATURE CHANGES AFTER INSTALLATION OF THE CAP

AutoCAD SHX Text

A RAPID LOSS OF MOISTURE FROM THE REPAIR MATERIAL INTO THE

AutoCAD SHX Text

MATERIAL. ONCE THE DESIRED THICKNESS HAS BEEN

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

L

LU

KE

S-101

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

ST

RU

CT

UR

AL

A

SB

UI

LT

PL

AN

O

F

RE

TA

IN

IN

G

W

AL

L

AN

D

JO

IN

T

LA

YO

UT

04 12

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. SCOPE OF WORK PERTAINS TO RESTORATION CONFINED WITHIN THE CONCRETE

BASIN.

S-101

STRUCTURAL ASBUILT PLAN OF RETAINING WALL AND JOINT LAYOUT

NTS

KEYED NOTES

REMOVE AND REPLACE SEALANT AT CONCRETE TO STEEL COLUMN BASE AND

STEEL TANK BASE. REFER SPECIFICATIONS 03 30 00 AND 07 92 00 FOR

FLEXIBLE POLYURETHANE SEALANT. PAINT TO MATCH STEEL WITH EXTERIOR

RATED PRODUCT.

REMOVE AND REPLACE STEEL STAIR TREAD NOSING. NOSING SHALL BE

NON-CORROSIVE, SLIP RESISTANT, AND CONTAIN CHECKERED PATTERN.

MECHANICALLY FASTEN TO TREADS WITH NON-CORROSIVE FASTENERS PER

THE MANUFACTURERS RECOMMENDATIONS.

REMOVE ALL EXISTING EXPOSED STRUCTURAL STEEL MEMBERS COATING BY

NEAR-WHITE BLAST CLEANING (SSPC-SP 10). PRIME WITH ZINC-RICH PRIMER

COMPATIBLE WITH PAINT FINISH. PAINT COLOR SHALL BE SW 7520 “DARK

BROWN ” AND RATED FOR EXTERIOR. INCLUDES STAIRS, HANDRAILS,

SUPPORT STRUCTURE, CRANE SUPPORTS, CRANE EQUIPMENT, LADDERS, AND

GRATING.

REMOVE AND REPLACE TANK PLATFORM FLOOR GRATING. MATCH EXISTING

GRATING PROFILE, ATTACHMENT METHOD, AND LOADING REQUIREMENTS

(REFER AS-BUILT DRAWING S-1), OR EQUAL. ALL NEW GRATING SHALL BE

CONNECTED WITH NEW CONNECTORS IF WELDING IS NOT UTILIZED. GRATING

SHALL BE NON-CORROSIVE.

REPAIR MONOLITH JOINT IN ACCORDANCE WITH ACI RAP-6, REFER NOTES

S-100. DO NOT DAMAGE THE EXISTING WATER STOP. FILL THE JOINT AND SEAL

THE JOINT, REFER SPECIFICATIONS 03 30 00 AND 07 92 00 FOR FILLER AND

SEALANT. PAINT THE ENTIRE EXPOSED CONCRETE WALL WITH EXTERIOR

RATED PRODUCT TO MATCH EXISTING WALL.

WELD NEW 1/2” STEEL PLATE TO THE STEEL TANK BASE SHELL WHERE STEEL

THICKNESS < 3/8”. (ANTICIPATED AREAS ARE SHADED)

TANK PREPARATION AND COATING, REFER NOTES ON S-100.

REPAIR CONCRETE WALL CRACKING IN ACCORDANCE WITH ACI RAP-1, REFER

NOTES S-100. PAINT THE ENTIRE EXPOSED CONCRETE WALL WITH EXTERIOR

RATED PRODUCT TO MATCH EXISTING WALL.

REMOVE AND REPLACE (6) METAL PIPE SUPPORT POSTS. ATTACH TO

CONCRETE SLAB-ON-GRADE. POSTS SHALL BE CAPABLE OF SUPPORTING

ANTICIPATED PIPE LOADS. PAINT TO MATCH PLATFORM AND STAIR

STRUCTURES WITH EXTERIOR RATED PRODUCT.

S-101

STRUCTURAL ASBUILT WALL JOINT DETAIL

NTS

(TYP)

8 2 (TYP) 3

5 (TYP) 2(TYP)

3 (TYP)

8 (TYP) 5 (TYP)

8 (TYP)

1(TYP)

7 5 (TYP)

(TYP) (TYP)

(TYP)

7 (TYP)

8 (TYP)

7 (TYP)

(TYP)

(TYP)

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

L

LU

KE

S-102

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

ST

RU

CT

UR

AL

A

SB

UI

LT

PL

AN

O

F

TA

NK

S

TA

IR

AN

D

W

AL

KW

AY

05 12

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. SCOPE OF WORK PERTAINS TO RESTORATION CONFINED WITHIN THE CONCRETE

BASIN.

S-102

STRUCTURAL ASBUILT PLAN OF TANK STAIR AND WALKWAY

NTS

KEYED NOTES

REMOVE AND REPLACE SEALANT AT CONCRETE TO STEEL COLUMN BASE

AND STEEL TANK BASE. REFER SPECIFICATIONS 03 30 00 AND 07 92 00 FOR

FLEXIBLE POLYURETHANE SEALANT. PAINT TO MATCH STEEL WITH EXTERIOR

RATED PRODUCT.

REMOVE AND REPLACE STEEL STAIR TREAD NOSING. NOSING SHALL BE

NON-CORROSIVE, SLIP RESISTANT, AND CONTAIN CHECKERED PATTERN.

MECHANICALLY FASTEN TO TREADS WITH NON-CORROSIVE FASTENERS PER

THE MANUFACTURERS RECOMMENDATIONS.

REMOVE ALL EXISTING EXPOSED STRUCTURAL MEMBERS STEEL COATING BY

NEAR-WHITE BLAST CLEANING (SSPC-SP 10). PRIME WITH ZINC-RICH PRIMER

COMPATIBLE WITH PAINT FINISH. PAINT COLOR SHALL BE SW 7520 “DARK

BROWN” AND RATED FOR EXTERIOR. INCLUDES STAIRS, HANDRAILS,

SUPPORT STRUCTURE, CRANE SUPPORTS AND CRANE EQUIPMENT.

REMOVE AND REPLACE TANK PLATFORM FLOOR GRATING. MATCH EXISTING

GRATING PROFILE, ATTACHMENT METHOD, AND LOADING REQUIREMENTS

(REFER AS-BUILT DRAWING S-1), OR EQUAL. ALL NEW GRATING SHALL BE

CONNECTED WITH NEW CONNECTORS IF WELDING IS NOT UTILIZED.

GRATING SHALL BE NON-CORROSIVE.

(TYP)

(TYP)

1 (TYP)

3(TYP)

(TYP)

4 (TYP)

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O

C T

TE

PA

-S R

M

Q G

AU

N

A

MD-101

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

ME

CH

AN

IC

AL

DE

MO

LIT

IO

N

PL

AN

06 12

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. INSPECT ALL INTERIOR SURFACES FOR OIL AND/OR GREASE CONTAMINATION.

3. REJECT OIL OR GREASE CONTAMINATED SURFACES, CLEAN IN ACCORDANCE WITH

SSPC SP 1, AND RECHECK FOR CONTAMINATION UNTIL SURFACES ARE FREE OF

OIL AND GREASE.

4. CONTRACTOR SHALL FURNISH A CONTAINMENT SYSTEM THAT PROTECTS PEOPLE

AND AREAS OUTSIDE THE SCOPE OF WORK FROM BOTH ABRASIVE BLASTING AND

PAINT OVERSPRAY IAW UFGS 09 97 13.27.

MD-101

MECHANICAL DEMOLITION PLAN

SCALE: 1/16" = 1'-0"

KEYED NOTES

TEST INTERIOR & EXTERIOR TANK SURFACES FOR SOLUBLE SALTS AND

WASH AS REQUIRED PRIOR TO ABRASIVE BLASTING.

REMOVE AND PROTECT SUBMERSIBLE SUMP PUMPS, SUBMERSIBLE MIXERS,

CRANE, AND ANY OTHER GOVERNMENT EQUIPMENT STORED IN OR AROUND

THE TANKS PRIOR TO BEGINNING ABRASIVE BLASTING.

ABRASIVE BLAST INTERIOR & EXTERIOR TANK SURFACES & WALL FITTINGS

TO NEAR-WHITE METAL IN ACCORDANCE WITH SSPC SP 10/NACE NO. 2.

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

Q G

AU

N

A

M-101

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

ME

CH

AN

IC

AL

NE

W W

OR

K

PL

AN

07 12

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. CONTRACTOR SHALL FURNISH A CONTAINMENT SYSTEM THAT PROTECTS AREAS

OUTSIDE THE SCOPE OF WORK FROM BOTH ABRASIVE BLASTING AND PAINT

OVERSPRAY IAW UFGS 09 97 13.27.

3. ENVIRONMENTAL CONTROL SYSTEM SHALL PROPERLY CONTROL HUMIDITY OF

TANK STEEL SURFACES DURING ALL INTERIOR SURFACE PREPARATION AND

COATING IAW SECTIONS 3.4.3 & 3.4.4 OF UFGS 09 97 13.16.

M-101

MECHANICAL NEW WORK PLAN

SCALE: 1/16" = 1'-0"

KEYED NOTES

APPLY EXTERIOR THREE PART EPOXY COATING SYSTEM PER SPECIFICATION

SECTION 09 97 13.27.

EXTERIOR TANK COATING SHALL HAVE A TOTAL SYSTEM THICKNESS

BETWEEN 8 - 13 MILS.

APPLY INTERIOR THREE PART EPOXY COATING SYSTEM PER SPECIFICATION

SECTION 09 97 13.16.

INTERIOR TANK COATING SHALL HAVE A TOTAL SYSTEM THICKNESS

BETWEEN 20 - 26 MILS.

3 4

3 4

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

M T

O W

N

SE

LL

ED-101

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

EL

EC

TR

IC

AL

A

SB

UI

LT

OF

C

AT

HO

DI

C

PR

OT

EC

TI

ON

S

YS

TE

M

08 12

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. DEMOLISH AND REMOVE ALL COMPONENTS OF EXISTING CATHODIC PROTECTION

SYSTEM TO INCLUDE BUT NOT LIMITED TO: RECTIFIER, DISCONNECTS, CONDUIT,

CABLE, INTERIOR ANODE RINGS, SUPPORTING MEANS, ETC.

ED-101

ELECTRICAL ASBUILT OF CATHODIC PROTECTION SYSTEM

NTS

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

M T

O W

N

SE

LL

ED-102

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

EL

EC

TR

IC

AL

A

SB

UI

LT

CA

TH

OD

IC

PR

OT

EC

TO

N

DE

TA

ILS

09 12

ED-102

ELECTRICAL ASBUILT CATHODIC PROTECTON DETAILS

NTS

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. THE CONTRACTOR MUST VERIFY THE CONDITION OF THE EXISTING GROUNDING

SYSTEM (INCLUDING THE TEST WELLS) AROUND THE TANKS. REPLACEMENT IS

REQUIRED IF DEFICIENCIES ARE FOUND.

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

M T

O W

N

SE

LL

E-101

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

EL

EC

TR

IC

AL

P

LA

N

10 12

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS FOR

FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

FOR ACCURACY.

2. PROVIDE AND INSTALL NEW INTERIOR CATHODIC PROTECTION SYSTEM MEETING THE

REQUIREMENTS OF UFC 3-570-01, CATHODIC PROTECTION; AND UFGS 26 42 15,

CATHODIC PROTECTION SYSTEM FOR THE INTERIOR OF STEEL WATER TANKS.

SYSTEM COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO:

(1. TITANIUM MIXED METAL OXIDE IMPRESSED CURRENT ANODE ASSEMBLIES.

(2. SUBMERGED ANODE SUPPORT SYSTEM

(3. PERMANENT REFERENCE ELECTRODES.

(4. FLOTATION BUOYS

(5. PRESSURE ENTRANCE FITTING WITH JUNCTION (HOFFMAN) BOX.

(6. AUTOMATICALLY CONTROLLED TASC RECTIFIER.

(7. STEEL ANCHORS WELDED TO SIDEWALL

(8. CONDUIT AND ASSOCIATED WIRING/CABLING.

PERFORM TESTING AND PROVIDE REPORTS IN ACCORDANCE WITH UFGS 26 42 15.

3. THE CONTRACTOR MUST VERIFY THE CONDITION OF THE EXISTING GROUNDING

SYSTEM (INCLUDING THE TEST WELLS) AROUND THE TANKS. REPLACEMENT IS

REQUIRED IF DEFICIENCIES ARE FOUND.

E-101

ELECTRICAL PLAN

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

M T

O W

N

SE

LL

E-102

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

EL

EC

TR

IC

AL

P

LA

N

11 12

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. THE CONTRACTOR MUST VERIFY THE CONDITION OF THE EXISTING GROUNDING

SYSTEM (INCLUDING THE TEST WELLS) AROUND THE TANKS. REPLACEMENT IS

REQUIRED IF DEFICIENCIES ARE FOUND.

E-102

ELECTRICAL PLAN

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

IO

N

R

EV

IS

IO

N S

M

AR

K

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

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

35%

DESIGN

W W

YK

RE

HA

B

TA

NK

S

1E

1W

O C

T

TE

PA

-S R

M

M T

O W

N

SE

LL

E-103

P G

O U

C H

ER

D S

H

AN

N O

N

En gr

\D es ig n\ s\

\2

5\

0_ Su pp or t\0 _3

_D ra w in gs

EL

EC

TR

IC

AL

W

OR

K

PL

AN

12 12

GENERAL NOTES INTERNAL

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. ALL CONTROL AND ELECTRICAL CONDUCTORS ARE TO BE PROTECTED DURING

DEMOLITION.

E-103

ELECTRICAL WORK PLAN

NTS

KEYED NOTES

DEMOLISH THE DISCONNECT TO RETURN PUMP 3 AND 4 ALONG WITH THE

CONDUIT AND CONDUCTORS TO THE JUNCTION BOX B.

DEMOLISH THE LIGHT AND LIGHT POLE ALONG WITH THE CONDUIT AND

CONDUCTORS BACK TO THE JUNCTION BOX B.

DEMOLISH THE DISCONNECT TO MIXER 1 AND 2 ALONG WITH THE CONDUIT AND

THE CONDUCTOR BACK TO THE JUNCTION BOX B.

DEMOLISH THIS JUNCTION BOX WITH BOTH THE POWER AND CONTROL

CONDUCT AND BACK TO JUNCTION BOX A

DEMOLISH ALL THE CONDUCTORS THAT WAS ABANDONED IN PLACE TO

JUNCTION BOX A

480/277 (5) SETS THHN/THWN #6 AWG THHN/THWN #12 AWG GND. 2 CONDUIT

PROVIDE AND INSTALL A 3-POLE 480/277-VOLT 50-AMP DISCONNECT FOR PUMPS

3 AND 4.

PROVIDE AND INSTALL A 3-POLE 480/277-VOLT 100-AMP DISCONNECT FOR

MIXERS 1 AND 2.

PROVIDE AND INSTALL A 10 FOOT LIGHT POLE LITHONIA PART NUMBER SSS 10

5C DM28AS DDBXD OR EQUIVALENT

PROVIDE AND INSTALL A 10 FOOT LIGHT POLE LITHONIA PART NUMBER RSS 10

5C DM28AS DDBXD OR EQUIVALENT.

EXISTING CRANE TO REMAIN

PROVIDE AND INSTALL A NEMA 4X JUNCTION BOX. REPLACE THE JUNCTION

WITH ONE OF THE SAME SIZE AND A GROUNDING BAR.

PROVIDE AND INSTALL A 2 1/2 INCH STAINLESS STEEL WEATHERPROOF

CONDUIT FROM JUNCTION BOX A TO JUNCTION BOX B.

PROVIDE AND INSTALL ASI TERMINAL BLOCK ASSEMBLY FOR THE SIGNAL AND

CONTROL CABLES.

PROVIDE AND INSTALL FIVE (5) MINIATURE DISTRIBUTION BLOCKS THREE (3)

POLE 175-AMP 600V

PROVIDE AND INSTALL BOTH THE POWER AND CONTROL CONDUCTORS FROM

JUNCTION BOX A TO ALL THE MOTORS, CONTROL AND SIGNALS ON THE

CATWALK THROUGH JUNCTION BOX B.

ADAL MOTOR CONTROL CENTER BUILDING 62501-MCC-C11.

THE MAIN JUNCTION BOX FROM BOTH MOTOR CONTROL CENTER

62501-MCC-C11 AND PLC CONTROL SIGNALS COMING FROM THE LOCAL SCL

CONTROL PANELS.

THE LOCAL SCL CONTROL PANELS.

STAIRS TO PLATFORM PICTURE

11 1111

30 CONTROL CABLE 1 12" C

2 CONTROL CABLE 34" C

(6) 1 12" C 15 #6 4 #12g

1415 A

B

7 7

4 2

2 2

3 3