Att_6.4_Sample_Proj_G-1 _C-1 _C-2 _C-3_Rev_1.pdf
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Attachment 6.4 Sample Project Drawings G-1 C-1 C-2 and C-3 Revision 1
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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'
R
E V
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R A
W I N
G
I N
D E
X
F
J
G
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 DRAWING NOT USED
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-0006-0005
Attachment 6.4
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AS SHOWN
CENME
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D E
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DRAWING NOT USED
FA4809-13-R-0006-0005
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V:\PROJECTS\FY-04\VKAG 04-1402\VKAG 04-1402 C-2.dwg
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16 DEC 2013
AS SHOWN
CENME
C-2
VKAG 04-1402
D E
S I G
N
30'
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.
DEMOLITION WORK
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
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R
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R
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R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
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
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
EXISTING DRAIN
TO REMAIN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FA4809-13-R-0006-0005
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DRAWING NUMBER
A
678910
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V:\PROJECTS\FY-04\VKAG 04-1402\VKAG 04-1402 C-3.dwg
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16 DEC 2013
AS SHOWN
CENME
C-3
VKAG 04-1402
D E
S I G
N
30'
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. 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
B
B
B
B
B
B
NEW ASPHALT PAVEMENT
(2" THICK) MATCH GRADES
A
B
B
B
B
B
B
C
A
A
A
A
ASPHALT
B
A
C
A
A
D
CURB DEPRESSION
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FA4809-13-R-0006-0005
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