Att_6.4 _Sample_Proj_Drawings.pdf

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VKAG 04-1402

REPAIR F-15E FUEL MAINTENANCE APRON

VKAG 04-1402

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G-1

CEPT

16 DEC 2013

1" = 800'

LOCATION PLAN

SCALE: 1"=800'

FINAL DETERMINATION REVEALS NO PRIME OR UNIQUE

FARMLAND ON THE BASE

NOTE

BASE CONTRACTING

BASE CIVIL ENGINEER

GATE 2 (BACK GATE)

CONTRACTOR'S

STORAGE AREA

GATE 1 (MAIN GATE)

VISITOR'S CENTER

MAG. VAR

. 9°-22'W

JUN 11

N

PROJECT LOCATION

DRAWING INDEX

DWG NO SHT NO DESCRIPTION

G-1 1 LOCATION PLAN AND DRAWING INDEX

C-1 2 PHASING PLAN

C-2 3 EXISTING SITE AND DEMOLITION PLAN

C-3 4 SLAB REPLACEMENT PLAN

C-4 5 STATIC GROUND PLAN

C-5 6 PAVEMENT STRIPING PLAN

C-6 7 CIVIL DETAILS

HAUL ROUTE

FA4809-13-R-0006

Attachment 6.4

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16 DEC 2013

AS SHOWN

CENME

C-1

VKAG 04-1402

D E

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N

030' 30' 90'

1"=30'

N

MAG. VAR. 9°-22'W

JUN '11

PHASE 2 WORK

PHASE 1 WORK

LEGEND

NOTES:

1. DURING ALL CONSTRUCTION PHASES, TEMPORARY CENTERLINE PATHS SHALL BE

PROVIDED PER SPECIFICATIONS.

2. TEMPORARY MARKINGS SHALL BE COORDINATED WITH AIRFIELD MANAGEMENT

PRIOR TO PAINTING.

3. THIS PROJECT MUST ALLOW FOR USER ACCESS OF 1 BAY AT ALL TIMES PER THE

PHASING PLAN. THE NORTHERN BAYS SHALL BE OPEN DURING PHASE I AND THE

ONE SOUTHERN BAY SHALL BE OPEN DURING PHASE II.

4. LAYDOWN AREA FOR MATERIALS AND EQUIPMENT SHALL BE COORDINATED WITH

AIRFIELD MANAGER AND BASE CIVIL ENGINEER.

5. FOD FENCE REQUIRED TO ISOLATE CONSTRUCTION IN EACH PHASE

CURB DEPRESSION

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16 DEC 2013

AS SHOWN

CENME

C-2

VKAG 04-1402

D E

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030' 30' 90'

1"=30'

N

MAG. VAR. 9°-22'W

JUN '11

R SLAB TO BE REMOVED (15" THICK)

CURB/GUTTER TO BE REMOVED

REMOVE ASPHALT PAVEMENT

LEGEND

GENERAL NOTES:

1. ACCESS TO WORK SITE MUST BE COORDINATED WITH BASE CE AND BASE OPERATIONS.

2. SLABS SHOWN SHALL BE REMOVED AND REPLACED TO EXISTING THICKNESS. EXISTING

PAVEMENT THICKNESS SHOWN FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR

SHALL INFORM THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO REPLACING

SLABS.

3. SUBGRADE BENEATH SLABS SHALL BE COMPACTED TO 98%+ MAX DENSITY IF SOIL IS

DISTURBED OR IF FILL MATERIAL IS REQUIRED.THE CONTRACTOR IS RESPONSIBLE TO KEEP

SLAB AREA FREE OF RAIN AND EXCESSIVE MOISTURE.

4. PAINT PAVEMENT MARKINGS ON ALL NEW CONCRETE OR ASPHALT SURFACES WILL BE

REPLACED BY THE CONTRACTOR IN THEIR ORIGINAL LOCATION. THE CONTRACTOR SHALL BE

RESPONSIBLE TO LOCATE EXISTING PAINT MARKINGS (PRIOR TO REMOVAL), LAYOUT AND

REPAINT ALL MARKINGS REMOVED OR DAMAGED BY CONSTRUCTION DESCRIBED IN THESE

PLANS.

5. CONTRACTOR SHALL BE RESPONSIBLE TO SURVEY EXISTING CONCRETE ELEVATIONS, PRIOR

TO REMOVAL, AND REPLACE ALL SLABS WITH 650 FLEXURAL STRENGTH CONCRETE. SLABS

SHALL BE FLUSH WITH EXISTING SLABS TO REMAIN - NO PONDING ON NEW WORK SHALL BE

ACCEPTABLE. CONTRACTOR SHALL SAW CUT AND SEAL NEW JOINTS WITH DOW CORNING

890SL OR APPROVED EQUAL PER MANUFACTURER'S RECOMMENDATIONS.

6. CONCRETE SLABS TO BE REMOVED SHALL BE SAW CUT, FULL DEPTH AROUND THE

PERIMETER ADJACENT TO CONCRETE PAVEMENT TO REMAIN AND AGAIN 1 FOOT INSIDE OF

THE FIRST CUT. ALL DEBRIS SHALL BE REMOVED BY CONTRACTOR AND DISPOSED OF OFF

BASE. THE CONTRACTOR SHALL EXERCISE CAUTION TO ENSURE NO DAMAGE OCCURS TO

SLABS OR ASPHALT PAVEMENT ADJACENT TO SLABS BEING REPLACED.

7. CONTRACTOR SHALL REPLACE ALL TIE-DOWN/GROUNDING POINTS THAT ARE REMOVED.

8. PATCH ASPHALT PAVEMENT AS REQUIRED BY CONCRETE PAVEMENT.

9. PROJECT MUST BE PHASED & COORDINATED TO ALLOW ONE BAY OF BLDG. 4735 TO BE

ACCESSIBLE AT ALL TIMES.

PHASE 2 WORK

PHASE 1 WORK

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30" CURB & GUTTER

TO BE REMOVED

CONCRETE

TO REMAIN

REMOVE ASPHALT PAVEMENT &

EXCAVATE AS REQUIRED FOR

NEW CONCRETE PAVEMENT

MILL OR REMOVE

ASPHALT

SAW CUT

SAW CUT

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16 DEC 2013

AS SHOWN

CENME

C-3

VKAG 04-1402

D E

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N

030' 30' 90'

1"=30'

GENERAL NOTES:

1. ACCESS TO WORK SITE MUST BE COORDINATED WITH BASE CE AND BASE OPERATIONS.

2. SLABS SHOWN SHALL BE REMOVED AND REPLACED TO EXISTING THICKNESS. EXISTING

PAVEMENT THICKNESS SHOWN FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR

SHALL INFORM THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO REPLACING

SLABS.

3. SUBGRADE BENEATH SLABS SHALL BE COMPACTED TO 98%+ MAX DENSITY IF SOIL IS

DISTURBED OR IF FILL MATERIAL IS REQUIRED.THE CONTRACTOR IS RESPONSIBLE TO KEEP

SLAB AREA FREE OF RAIN AND EXCESSIVE MOISTURE.

4. PAINT PAVEMENT MARKINGS ON ALL NEW CONCRETE OR ASPHALT SURFACES WILL BE

REPLACED BY THE CONTRACTOR IN THEIR ORIGINAL LOCATION. THE CONTRACTOR SHALL BE

RESPONSIBLE TO LOCATE EXISTING PAINT MARKINGS (PRIOR TO REMOVAL), LAYOUT AND

REPAINT ALL MARKINGS REMOVED OR DAMAGED BY CONSTRUCTION DESCRIBED IN THESE

PLANS.

5. CONTRACTOR SHALL BE RESPONSIBLE TO SURVEY EXISTING CONCRETE ELEVATIONS, PRIOR

TO REMOVAL, AND REPLACE ALL SLABS WITH 650 FLEXURAL STRENGTH CONCRETE. SLABS

SHALL BE FLUSH WITH EXISTING SLABS TO REMAIN - NO PONDING ON NEW WORK SHALL BE

ACCEPTABLE. CONTRACTOR SHALL SAW CUT AND SEAL NEW JOINTS WITH DOW CORNING

890SL OR APPROVED EQUAL PER MANUFACTURES RECOMMENDATIONS.

6. CONCRETE SLABS TO BE REMOVED SHALL BE SAW CUT, FULL DEPTH AROUND THE

PERIMETER ADJACENT TO CONCRETE PAVEMENT TO REMAIN AND AGAIN 1 FOOT INSIDE OF

THE FIRST CUT. ALL DEBRIS SHALL BE REMOVED BY CONTRACTOR AND DISPOSE OF OFF

BASE. THE CONTRACTOR SHALL EXERCISE CAUTION TO ENSURE NO DAMAGE OCCURS TO

SLABS OR ASPHALT PAVEMENT ADJACENT TO SLABS BEING REPLACED.

7. CONTRACTOR SHALL REPLACE ALL TIE-DOWN/GROUNDING POINTS THAT ARE REMOVED.

8. PATCH ASPHALT PAVEMENT AS REQUIRED BY CONCRETE PAVEMENT INSTALLATION.

9. PROJECT MUST BE PHASED & COORDINATED TO ALLOW ONE BAY OF BLDG. 4735 TO BE

ACCESSIBLE AT ALL TIMES.

10. CONTRACTOR SHALL HYDRO-SEED ALL DISTURBED AREAS WITH BERMUDA SEED. GRADE

TOPSOIL TO ENSURE POSITIVE DRAINAGE.

INDICATES JOINT TYPE

X

30" CURB/GUTTER

NEW CONCRETE SLABS (15" THICK)

LEGEND

+ GROUND ROD (SEE DETAIL C-6)

N

MAG. VAR. 9°-22'W

JUN '11

NEW CONCRETE

SLAB (TYP.)

NEW 30" CURB

& GUTTER

SEE DETAIL

C-6

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B

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NEW ASPHALT PAVEMENT

(2" THICK) MATCH GRADES

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16 DEC 2013

AS SHOWN

CENME

C-4

VKAG 04-1402

D E

S I G

N

030' 30' 90'

1"=30'

GENERAL NOTES:

1. ACCESS TO WORK SITE MUST BE COORDINATED WITH BASE CE AND BASE OPERATIONS.

LEGEND

+ GROUND ROD (SEE DETAIL C-6)

N

MAG. VAR. 9°-22'W

JUN '11

F

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TYP GROUND POINT

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16 DEC 2013

AS SHOWN

CENME

C-5

VKAG 04-1402

D E

S I G

N

030' 30' 90'

1"=30'

GENERAL NOTES:

1. ACCESS TO WORK SITE MUST BE COORDINATED WITH BASE CE AND BASE OPERATIONS.

N

MAG. VAR. 9°-22'W

JUN '11

STRIPING DETAIL

SCALE= 1" = 1'-0"

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6" 6" 6"

SOLID YELLOW

SOLID BLACKSOLID BLACK

FA4809-13-R-0006

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16 DEC 2013

AS SHOWN

CENME

C-6

VKAG 04-1402

D E

S I G

N

STATIC GROUND POINTS:

1. STATIC GROUNDING POINTS WILL BE INSTALLED USING A MINIMUM 3-METER (10-FOOT) ROD WITH A CLOSED

EYE. THE 3-METER (10-FOOT) ROD WILL HAVE A DIAMETER OF NOT LESS THAN 19 MILLIMETERS (0.75 INCH)

AND THE TOP WILL BE A CLOSED FORGED EYE OR A SHEPARD'S HOOK BEN WITH CLAMPED SLEEVE, HAVING

AN INSIDE DIAMETER OF NOT LESS THAN 40 MILLIMETERS (1.5 INCH). THE ROD MAY BE COPPER, COPPER-CLAD STEEL, GALVANIZED STEEL, OR COPPER-ZINC-SILLICONE ALLOY.

2. THE COPPER CLADDING SHALL BE NOT LESS THAN 0.25 MM (0.010 INCH) THICK AT ANY POINT.

3. ON APRONS, STENCIL THE PAVEMENT NEAR EACH STATIC GROUND WITH THE LEGEND "STATIC GROUND

ONLY" IN 102-MILLIMETER (4-INCH) BLOCK LETTERS. BLACK LETTERING ON A YELLOW BACKGROUND THAT

EXTENDS A MINIMUM OF 51 MM (21 IN) BEYOND THE OUTERMOST EDGES OF THE LETTERS IS

RECOMMENDED.

4. THE MAXIMUM RESISTANCE OF NEW STATIC GROUNDS, MEASURED IN ACCORDANCE WITH IEEE STANDARD

81, SHOULD NOT EXCEED 10,000 OHMS UNDER NORMAL DRY CONDITIONS.

THIS SHEET

SEE JOINT DETAILS

1 1/4" DIA. X 20" DOWEL

PAINT AND OIL

ONE END OF DOWEL

15"

AT 15" O.C.

THICKNESS

1/2

A

LONGITUDINAL CONSTRUCTION JOINT

FOR NEW CONCRETE PAVEMENTS

NTS

SEE JOINT DETAILS THIS SHEET

B

TRANSVERSE CONTRACTION JOINT

FOR NEW CONCRETE PAVEMENTS

NTS

INITIAL SAW CUT

THICKNESS MINIMUM)

THICKENED EDGE DETAIL

NTS

C

5' MIN

EXPANSION JOINT BETWEEN

NEW AND EXISTING CONCRETE

NTS

D

5/8" EXPANSION

JOINT MAT.

V A

R I E

S

EXISTING CONCRETE

THIS SHEET

SEE JOINT DETAIL

5' MIN.

NEW CONCRETE

EXPANSION JOINT MATERIAL

EITHER SPECIFIED OR EXISTING

JOINT BOTTOM

SEPARATING TAPE

POURED JOINT SEALANT

NOTES:

1. SEPARATING TAPE OR NONABSORBENT TAPE REQUIRED TO

PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO

SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT

JOINT SEALANTS FROM BONDING TO BOTTOM OF RESERVOIR.

2. TOP OF SEALANT WILL BE 1/4" BELOW TOP OF PAVEMENT.

3. IF REPAIRING EXISTING JOINT, REMOVE EXISTING JOINT

MATERIAL DOWN THE THE REQUIRED DEPTH.

4. D/W=S SHALL BE 1.0<S<1.5 OR PER MANUFACTURER'S

RECOMMENDATIONS.

AIRFIELD PAVEMENT SURFACE

EXPANSION JOINT SEALANT DETAIL

NTS

SAWCUT OR BUTT

CRACK

SEALER

JOINT

POURED

SURFACE

PAVEMENT

RECESS=1/4"

BACKER

MATERIAL

JOINT

BOTTOM

JOINT SEALANT DETAIL

NTS

INITIAL

FOREIGN OBJECT DEBRIS FENCE DETAIL

NTS

SANDBAGS

(AS REQUIRED)

MESH, STAPLED

COVERED WITH BURLAP

2"x4" 12GA. WWF

(PRESSURE TREATED)

2"X4"

SANDBAGS (AS REQUIRED)

4' O.C.

FENCE SUPPORTS

WARNING LIGHT (LOCATE 16' 0C)

BATTERY OPERATED FLASHING

TO CONSTRUCTION

SECTION BB

(COPPERWELD OR APPRV'D EQUAL)

3/4"Ø x 10'-0" GROUND ROD

COMPRESSED ON ROD

COPPER SLEEVE

A

2"

SECTION AA

(COPPERWELD OR APPRV'D EQUAL)

3/4"Ø x 10'-0" GROUND ROD

7"

PLAN

B

B

A A

STATIC /GROUND ROD DETAIL

NTS

JOINT SEALANT

2'-6"

6"

FA4809-13-R-0006