1596300_dwg_07of35_V1_Civil.pdf
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6TH AVENUESEE SHEET CD101, CD151
SEE SHEET CD102, CD152
SEE SHEET CD103, CD153SEE SHEET CD104,CD154
SEE SHEET
CD102A
1" = 100'A2 OVERALL DEMOLITION PLAN
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1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
SCALE IN FEET
100' 200'
PLAN
NORTH
PLAN
NORTH
CD101
CD102
CD103CD104
CD102A
GENERAL DEMOLITION NOTES
1. COMPLETE DEMOLITION OPERATIONS IN COMPLIANCE WITH ALL STATE
AND FEDERAL REGULATIONS AS SPECIFIED.
2. PROTECT ALL EXISTING FEATURES THAT ARE NOT NOTED FOR
DEMOLITION. RESTORE ANY ITEM DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS TO ITS ORIGINAL CONDITIONS OR REPLACE
WITH NEW.
3. INSTALL ALL EROSION CONTROL FEATURES SHOWN PRIOR TO THE
START OF DEMOLITION ACTIVITIES.
4. ENSURE ALL EXISTING FACILITIES TO REMAIN ARE ACCESSIBLE DURING
DEMOLITION AND CONSTRUCTION. EXISTING ROADS MUST REMAIN OPEN
AND ACCESSIBLE BY VEHICULAR AND PEDESTRIAN TRAFFIC AT ALL
TIMES, UNLESS OTHERWISE NOTED. IF ROADWAY CLOSURE IS REQUIRED,
SECURE APPROVAL FROM THE CONTRACTING OFFICER. PROVIDE
BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE DEVICES IN
ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
5. INSTALL TEMPORARY PROTECTIVE DEVICES, INCLUDING FENCING AND
BARRICADES, AS REQUIRED ADJACENT TO THE DEMOLITION WORK FOR
PROTECTION OF PERSONNEL, EXISTING ADJACENT BUILDINGS,
STRUCTURES AND EQUIPMENT AGAINST DUST, FALLING OR FLYING
DEBRIS.
6. MINIMIZE DUST GENERATED FROM DEMOLITION ACTIVITIES BY WET
METHODS OR OTHER APPROVED METHODS.
7. WHERE ROADS, SIDEWALKS, ETC ARE INDICATED TO BE CUT AND
PATCHED, EACH MUST BE REMOVED AND REPLACED ALONG NEAT
SAWCUT LINES, AND TO THE NEAREST JOINT WHERE IT EXISTS.
8. REMOVE AND LEGALLY DISPOSE OF ALL DEMOLITION AND
CONSTRUCTION WASTE AND EXCESS MATERIALS AS WELL AS ALL
UNSUITABLE MATERIALS OFF OF BASE PROPERTY. WASTE DISPOSAL IS
REQUIRED TO BE AT AN APPROVED DISPOSAL FACILITY.
9. BURNING ON THE BASE PROPERTY IS NOT PERMITTED.
10. PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRACTICABLE.
TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF
SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION.
11. PROTECT EXISTING VEGETATION AND FACILITIES NOT INDICATED TO BE
REMOVED DURING DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES.
12. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE
FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY,
FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS
STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE CRUSHED
AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE
WASTE DISPOSAL SITE.
13. COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH
PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN.
14. PAVEMENT DESIGNATED FOR SAWCUT MUST BE DOUBLE SAWCUT FULL
DEPTH. EXISTING PAVEMENT EDGES MUST BE SAWCUT IN LOCATIONS
SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION OF PROPOSED
PAVEMENT. SEE DETAIL B4, CS502.
15. PAVEMENT REMOVAL LIMITS MUST BE TO THE NEAREST EXISTING
PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO PREVENT
PARTIAL PANEL REMOVAL. PARTIAL PAVEMENT PANEL REMOVAL IS NOT
ALLOWED IN AIRFIELD. PAVEMENT REMOVAL MUST INCLUDE REMOVAL
OF PAVEMENT AND ANY SUBBASE MATERIAL PRESENT.
16. BUILDING, STRUCTURE AND FENCE DEMOLITION INCLUDES THE
REMOVAL OF THE COMPLETE STRUCTURE INCLUDING CONCRETE
FOOTINGS AND FOUNDATIONS.
UTILITY DEMOLITION NOTES
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE.
SECURE THE SERVICES OF A PROFESSIONAL UTILITY LOCATE
CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK.
MAINTAIN UTILITY MARKINGS FOR THE DURATION OF DEMOLITION
ACTIVITIES.
2. UNLESS INDICATED OTHERWISE, COMPLETELY REMOVE ALL
UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. UTILITY LINES
TO REMAIN MUST REMAIN ACTIVE AND MUST BE PROTECTED DURING
DEMOLITION ACTIVITIES.
3. REPAIR OR REPLACE, TO ORIGINAL CONDITION, ANY UNSCHEDULED
UTILITIES DAMAGED DURING DEMOLITION ACTIVITIES FROM THE
CONTRACTOR'S OPERATIONS.
4. ALL COSTS ASSOCIATED WITH THE LOCATING, DISCONNECTING,
ABANDONING AND CAPPING OF UTILITY LINES MUST BE THE
RESPONSIBILITY OF THE CONTRACTOR.
5. COORDINATE THE REMOVAL OF ALL UTILITIES INDICATED WITH THEIR
RESPECTIVE UTILITY PROVIDERS.
6. CAP OR PLUG ALL PIPES AND CONDUITS THAT ARE TO BE ABANDONED
IN PLACE TO SECURE ALL OPEN ENDS TO FORM A WATERTIGHT SEAL.
ALL UTILITIES EQUAL TO OR GREATER THAN 6.00 INCHES IN DIAMETER
AND INDICATED TO BE ABANDONED IN PLACE MUST BE FILLED WITH A
LOW STRENGTH FLOWABLE FILL. PLUG END SECTIONS TO CONTAIN
FLOWABLE FILL. FLOWABLE FILL MUST BE A CEMENT/SAND MIX WITH A
COMPRESSIVE STRENGTH OF 75-100 PSI.
7. PRIOR TO STARTING DEMOLITION ON ANY STRUCTURE OR UTILITIES,
THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING
CONDITIONS OF ANY STRUCTURES AND UTILITIES. DEVELOP A PLAN
FOR DEMOLITION AND CUT-OFF FOR UTILITIES THAT ENSURES ALL
ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PLAN MUST LIST
POINTS OF CONTACT AND INCLUDE SEQUENCE OF CONSTRUCTION.
8. COMPLETELY REMOVE ALL STRUCTURES AND UTILITIES INDICATED,
BOTH ABOVE GROUND AND BELOW GROUND.
IS
SU
ED
F
OR
B
ID
/18
/22
BLDG 131
BLDG 199A
BLDG 1790
BLDG 1639 BLDG 1640
BID OPTION
KEY PLAN
CD100
BLDG 199
SAT-TO FORM SIGNED BY
DON ELLIOT 12/19/19
PR
OFESS I ONAL
ENG I N E E R
NO
RTH CAROL I NA
CASS NDRA L Z WART
SEAL
049323
A 08/18/22
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6TH AVENUE
FIRE PUMP
HOUSE
3 2
5 2
2 3
END
BEGIN
TYP (4)
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8 8
E 2632055.17 N 425800.68
E 2632007.24 N 425800.11
E 2632269.79 N 426007.92
E 2632321.09 N 426057.94
E 2632358.21 N 426095.65
BEGIN 7
IS
SU
ED
F
OR
B
ID
PLAN
NORTH
1" = 30'A1 SITE DEMOLITION PLAN - AREA 1
DEMOLITION NOTES
GENERAL NOTES
N A
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1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
1. DEMOLISH AND REMOVE CURB AND GUTTER
2. DEMOLISH AND REMOVE CONCRETE PAD, ASSUMED 8"
THICKNESS
3. DEMOLISH AND REMOVE 8' CHAIN LINK FENCE
4. DEMOLISH AND REMOVE BUILDING, FOUNDATIONS, AND
UTILITIES WITHIN BUILDING FOOTPRINT
5. CLEAR AND GRUB TREE
6. DEMOLISH AND REMOVE GUARDRAIL
7. DEMOLISH AND REMOVE BOLLARD
8. DEMOLISH AND REMOVE SIGN
9. SAWCUT PAVEMENT FULL DEPTH
10. BUILDING TO BE DEMOLISHED BY P-197 PROJECT.
11. EXISTING MONITORING WELL
KEY PLAN
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1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
SCALE IN FEET
30' 60'
CD101
CD102
CD103CD104
CD102A
PLAN
NORTH
1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.
2. SEE SHEET CD100 FOR DEMOLITION NOTES AND OVERALL PLAN.
3. SEE SHEET CD151 FOR UTILITY DEMOLITION OUTSIDE OF
BUILDING FOOTPRINTS.
4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235
IMPROVEMENTS AS WELL AS BUILDING 144 DEMOLITION DESIGN
DOCUMENTS.
5. PRESERVE AND PROTECT ALL MONITORING WELLS WITHIN AREA 1
LIMITS OF CONSTRUCTION. ADJUST CASTINGS TO FINISHED
GRADES PER SHEET CG101.
HATCH LEGEND
DEMOLISH AND REMOVE ASPHALT PAVEMENT
(ASSUMED 4" DEPTH)
DEMOLISH AND REMOVE BUILDING AND
FOUNDATIONS
DEMOLISH AND REMOVE LANDSIDE CONCRETE
PAVEMENT (ASSUMED 8" DEPTH)
DEMOLISH AND REMOVE SIDEWALK
(ASSUMED 4" DEPTH)
X
CD101
SAT-TO FORM SIGNED BY
DON ELLIOT 12/19/19
PR
OFESS I ONAL
ENG I N E E R
NO
RTH CAROL I NA
CASS NDRA L Z WART
SEAL
049323
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END
TYP OF 2 TYP OF 2 TYP OF 4 TYP OF 3
TYP OF 4
TYP OF 4
TYP OF 4
TYP OF 4
TYP OF 2
TYP OF 1
TYP OF 3TYP OF 3
TYP OF 2
TYP OF 3
TYP OF 2
BEGIN
END
BEGIN
BEGIN
END
BEGIN
END
BEGIN
BEGIN
BEGIN
BEGIN END
END
END
BEGIN BEGIN
END
END
BEGIN
END
END
BEGIN BEGIN
END
BEGIN (SEE
GEN. NOTE 7)
BEGIN (SEE
GEN. NOTE 7)
(SEE GEN.
NOTE 7)
BEGIN
BEGIN (SEE
GEN. NOTE 7)
BEGIN END
BEGIN
END
BEGIN
SEE NOTE 5
(SEE GEN.
NOTE 7)
(SEE GEN.
NOTE 7)
BEGIN
END
8 8 8 8
1 1
9 9
9 9
15 16
9 9
15 19 15
22 BEGIN
22 END
E 2632863.86 N 425819.55
E 2632910.38 N 425838.42
E 2632920.93 N 425848.81
E 2632941.07 N 425829.17
E 2633035.61 N 425925.32
E 2633071.32 N 425890.46
E 2633123.72 N 425944.18
E 2633141.60 N 425926.71
E 2633235.92 N 426023.37
E 2633246.40 N 426034.14
E 2633259.78 N 426039.78
E 2633255.66 N 426043.62
E 2633328.31 N 426110.55
E 2633586.62 N 425859.68
E 2633499.09 N 425769.66 E 2633497.39 N 425771.33
E 2633484.96 N 425758.58 E 2633467.06 N 425776.06
E 2633393.75 N 425700.83
E 2633438.69 N 425657.07
E 2633396.77 N 425614.13
E 2633351.90 N 425657.88
E 2633164.44 N 425465.52
END 9
END1
E 2632962.75 N 425661.04
E 2632921.54 N 425701.18
E 2632892.75 N 425671.55
E 2632869.20 N 425694.65
E 2632856.72 N 425681.89
E 2632825.03 N 425744.23 E 2632806.86 N 425725.62
E 2633159.53 N 425385.62
E 2633159.30 N 425454.86
E 2633087.96 N 425524.39
E 2633021.14 N 425561.86
E 2633189.61 N 425419.68 E 2633231.51
N 425462.64
REFER TO SHEET CU-102
FOR FULL EXTENTS OF
PAVEMENT REMOVAL
E 2632889.90 N 425634.38
PLAN
NORTH
1" = 30'A1 SITE DEMOLITION PLAN - AREA 2
DEMOLITION NOTES
GENERAL NOTES
N A
V A
L
FA
C
IL
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IE
S E
N G
IN
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E R
IN
G
C O
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A N
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P -2
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1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
MA
TC
H
LIN
E
SH
EE
T
CD
1. DEMOLISH AND REMOVE 8' CHAIN-LINK FENCE
2. DEMOLISH AND REMOVE BUILDING B131, FOUNDATION, AND UTILITIES
WITHIN BUILDING FOOTPRINT
3. DEMOLISH AND REMOVE BUILDING B4348, FOUNDATION, AND UTILITIES
WITHIN BUILDING FOOTPRINT
4. DEMOLISH AND REMOVE BUILDING B4440, FOUNDATION, AND UTILITIES
WITHIN BUILDING FOOTPRINT
5. DEMOLISH AND REMOVE AUTOMATIC SLIDE GATE AND ALL ASSOCIATED
EQUIPMENT
6. DEMOLISH AND REMOVE MANUAL SWING GATE
7. DEMOLISH AND REMOVE TELEPHONE BOX
8. DEMOLISH AND REMOVE BOLLARDS, NUMBER AS INDICATED
9. ERADICATE PAVEMENT MARKING
10. MAINTAIN AND PROTECT STORM INLET
11. MAINTAIN AND PROTECT CONCRETE CURB AND GUTTER
12. MAINTAIN AND PROTECT ELECTRICAL MANHOLE
13. MAINTAIN AND PROTECT COMMUNICATIONS MANHOLE
14. MAINTAIN AND PROTECT WATER VALVE
15. DOUBLE SAW CUT PCC PAVEMENT FULL DEPTH
16. REMOVE CONCRETE BARRIERS (SEE NOTE 3)
17. MONITORING WELL PREVIOUSLY ABANDONED IN PLACE
18. AIR SPARGING SYSTEM PREVIOUSLY ABANDONED IN PLACE
19. SAWCUT AC PAVEMENT FULL DEPTH
20. MAINTAIN AND PROTECT SSWR MANHOLE
21. DEMOLISH AND REMOVE CURB AND GUTTER
22. DEMOLISH AND REPLACE AIRFIELD CONCRETE PAVEMENT FOR STEAM
LINE REMOVAL. REMOVE CONCRETE TO THE NEAREST JOINT. MATCH
EXISTING CONCRETE AND BASE COURSE DEPTHS, ASSUME 14" OVER 8".
MATCH EXISTING GRADES AND DRAINAGE PATTERNS.
KEY PLAN
MA
TC
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N A
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A N
D A
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1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
SCALE IN FEET
30' 60'
PLAN
NORTH CD101
CD102
CD103CD104
CD102A
1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.
2. SEE SHEET CD100 FOR DEMOLITION NOTES AND OVERALL PLAN.
3. REMOVE ALL CONCRETE BARRIERS AND UTILIZE FOR CONCRETE
BARRIER FENCING DURING CONSTRUCTION. RETURN CONCRETE
BARRIERS TO BASE AT THE END OF THE PROJECT. DELIVER TO
THE BASE AT AN AREA DESIGNATED BY THE COR.
4. DEMOLISH AND REMOVE ALL ABOVE GROUND STRUCTURES
WITHIN THE LIMITS OF PAVEMENT REMOVAL UNLESS NOTED
OTHERWISE.
5. ERADICATE TAXILANE CENTERLINE MARKING TO TIE-IN POINT
WITH TAXIWAY H.
6. SEE SHEET CD152 FOR UTILITY DEMOLITION OUTSIDE OF
BUILDING FOOTPRINT.
7. ITEMS INDICATED ON PLAN ARE PART OF BID OPTION - EXISTING
CONDITIONS TO BE REMOVED.
8. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235
DESIGN DOCUMENTS.
IS
SU
ED
F
OR
B
ID
CD102
DEMOLISH AND REMOVE LANDSIDE ASPHALT
PAVEMENT (ASSUMED 4" DEPTH)
DEMOLISH AND REMOVE BUILDING,
FOUNDATIONS, AND UTILITIES
DEMOLISH AND REMOVE AIRSIDE CONCRETE
PAVEMENT (ASSUMED 14" DEPTH)
DEMOLISH AND REMOVE LANDSIDE CONCRETE
PAVEMENT (ASSUMED 6" DEPTH)
B4
CS502
MATCH LINE SHEET CD102A
X
MATCH LINE SHEET CD102A
CD102A
SAT-TO FORM SIGNED BY
DON ELLIOT 12/19/19
PR
OFESS I ONAL
ENG I N E E R
NO
RTH CAROL I NA
CASS NDRA L Z WART
SEAL
049323
LOCLOCLO
C
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SEE GEN.
NOTE 3
E 2633266.92 N 425427.77E 2633225.29
N 425384.64
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END
END
END
BEGIN
1" = 30'A1 SITE DEMOLITION PLAN - AREA 2A
DEMOLITION NOTES
GENERAL NOTES
N A
V A
L
FA
C
IL
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IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
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FY
P -2
A
TC
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O W
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A N
D A
IR
O
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R A
TI
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1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PLAN
NORTH
KEY PLAN
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
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E R
IN
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C O
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FY
P -2
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A N
D A
IR
O
P E
R A
TI
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N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
SCALE IN FEET
30' 60'
PLAN
NORTH
CD101
CD102
CD103CD104
CD102A
MATCH LINE SHEET CD102
1. DEMOLISH AND REMOVE BUILDING 3669 AND FOUNDATION
2. DEMOLISH AND REMOVE BUILDING 4440 AND FOUNDATION
3. DEMOLISH AND REMOVE 8' HIGH CHAIN-LINK FENCE
4. DOUBLE SAWCUT PCC PAVEMENT FULL DEPTH
5. ERADICATE PAVEMENT MARKING
1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.
2. SEE SHEET CD100 FOR DEMOLITION NOTES AND OVERALL PLAN.
3. FOR AIRFIELD CONCRETE INDICATED TO BE REMOVED, REMOVE
AIRFIELD CONCRETE TO THE NEAREST WHOLE PANEL.
IS
SU
ED
F
OR
B
ID
CD102A
DEMOLISH AND REMOVE BUILDING,
FOUNDATIONS, AND UTILITIES
DEMOLISH AND REMOVE AIRSIDE CONCRETE
PAVEMENT (ASSUMED 14" DEPTH)
A1
CS502
X
MATCH LINE SHEET CD102
1" = 30'A2 SITE DEMOLITION PLAN - AREA 2A
SCALE IN FEET
30' 60'
PLAN
NORTH
CD102A
SAT-TO FORM SIGNED BY
DON ELLIOT 12/19/19
PR
OFESS I ONAL
ENG I N E E R
NO
RTH CAROL I NA
CASS NDRA L Z WART
SEAL
049323
X
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BEGIN
BEGIN
END
BEGIN
END
BEGIN
END
BEGIN
END
BEGIN
END
END
BEGIN
BEGIN END
BEGIN
END
END
BEGIN
END
BEGIN
END
BEGIN
END
BEGIN
END
77 7
13 13
15 15
1" = 30'A1 BID OPTION SITE DEMOLITION PLAN - AREA 3
DEMOLITION NOTES
GENERAL NOTES
N A
V A
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FA
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O
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1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
MA
TC
H
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SH
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CD
MATCH LINE SHEET CD104
PLAN
NORTH
KEY PLAN
N A
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A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
SCALE IN FEET
30' 60'
PLAN
NORTH CD101
CD102
CD103CD104
CD102A
1. DEMOLISH AND REMOVE BUILDING B199, FOUNDATIONS, AND
UTILITIES WITHIN BUILDING FOOTPRINT
2. DEMOLISH AND REMOVE BUILDING B4327, FOUNDATIONS, AND
UTILITIES WITHIN BUILDING FOOTPRINT.
3. SAW CUT AC PAVEMENT FULL DEPTH
4. REMOVE CONCRETE BARRIERS (SEE GENERAL NOTE 3)
5. REMOVE SCALES AND RETURN TO BASE
6. DEMOLISH AND REMOVE FUEL TANK AND SURROUNDING
CONCRETE PAD
7. DEMOLISH AND REMOVE SIGN
8. DEMOLISH AND REMOVE 6' HIGH CHAIN-LINK FENCE
9. MAINTAIN AND PROTECT HAND HOLE
10. DEMOLISH AND REMOVE CONCRETE CURB AND GUTTER
11. DEMOLISH AND REMOVE SATELLITE DISH
12. DEMOLISH AND REMOVE CONCRETE STAIRS
13. DEMOLISH AND REMOVE GUARDRAIL
14. DEMOLISH AND REMOVE CANOPY AND FOUNDATIONS
15. ERADICATE PAVEMENT MARKING
16. MAINTAIN AND PROTECT CONCRETE DRAINAGE CHANNEL
17. MAINTAIN AND PROTECT STORM INLET
18. MAINTAIN AND PROTECT CONCRETE HEADWALL
19. MAINTAIN AND PROTECT TAXIWAY EDGE LIGHT
20. MAINTAIN AND PROTECT ELECTRICAL MANHOLE
21. MAINTAIN AND PROTECT COMMUNICATIONS MANHOLE
22. MAINTAIN AND PROTECT LAV CART DISPOSAL SERVICE
(SEE GENERAL NOTE 4)
23. DOUBLE SAW CUT PCC PAVEMENT FULL DEPTH
1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.
2. SEE SHEET CD100 FOR DEMOLITION NOTES AND OVERALL PLAN.
3. REMOVE ALL CONCRETE BARRIERS AND UTILIZE FOR CONCRETE
BARRIER FENCING DURING CONSTRUCTION. RETURN CONCRETE
BARRIERS TO BASE AT THE END OF THE PROJECT. DELIVER TO THE
BASE AT AN AREA DESIGNATED BY THE COR.
4. KEEP LAV CART DISPOSAL SERVICE CLEAR OF ANY OBSTRUCTIONS.
LAV CART DISPOSAL SITE MUST BE ACCESSIBLE AND OPERATIONAL
THROUGHOUT DURATION OF CONSTRUCTION.
5. DEMOLISH AND REMOVE ALL ABOVE GROUND STRUCTURES WITHIN
THE BID OPTION BOUNDARY, UNLESS NOTED OTHERWISE.
6. SEE SHEET CD153 FOR UTILITY DEMOLITION OUTSIDE OF BUILDING
FOOTPRINT.
IS
SU
ED
F
OR
B
ID
ALL WORK THIS SHEET IS
A BID OPTION - EXISTING
CONSTRUCTION TO BE
REMOVED
HATCH LEGEND
DEMOLISH AND REMOVE LANDSIDE ASPHALT
PAVEMENT (ASSUMED 4" DEPTH)
DEMOLISH AND REMOVE BUILDING,
FOUNDATIONS, AND UTILITIES
DEMOLISH AND REMOVE AIRSIDE CONCRETE
PAVEMENT (ASSUMED 14" DEPTH)
DEMOLISH AND REMOVE LANDSIDE CONCRETE
PAVEMENT (ASSUMED 6" DEPTH)
DEMOLISH AND REMOVE CONCRETE SIDEWALK /
LIGHT DUTY CONCRETE (ASSUMED 4" DEPTH)
A1
CS502
X
CD103
SAT-TO FORM SIGNED BY
DON ELLIOT 12/19/19
PR
OFESS I ONAL
ENG I N E E R
NO
RTH CAROL I NA
CASS NDRA L Z WART
SEAL
049323
X X
X
X
X
LOC LOC LOC LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC LOC LOC
LOC
LOC
LOC LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
END
END
END
BEGIN
END
BEGIN
TYP OF 3
TYP OF 5
TYP OF 3
TYP OF 5
TYP OF 6
TYP OF 6
TYP OF 2
TYP OF 2
TYP OF 2
TYP OF 2
BEGIN
END
BEGIN
END
END
13 13 13 13 13
1" = 30'A1 BID OPTION SITE DEMOLITION PLAN - AREA 4
GENERAL NOTES
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
MATCH LINE SHEET CD103
MA
TC
H
LIN
E
SH
EE
T
CD
PLAN
NORTH
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -2
A
TC
T
O W
E R
A N
D A
IR
O
P E
R A
TI
O
N S
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
SCALE IN FEET
30' 60'
PLAN
NORTH CD101
CD102
CD103CD104
CD102A
1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.
2. SEE SHEET CD100 FOR DEMOLITION NOTES AND OVERALL PLAN.
3. REMOVE ALL CONCRETE BARRIERS AND UTILIZE FOR CONCRETE
BARRIER FENCING DURING CONSTRUCTION. RETURN CONCRETE
BARRIERS TO BASE AT THE END OF THE PROJECT. DELIVER TO THE BASE
AT AN AREA DESIGNATED BY THE COR.
4. SEE SHEET CD154 FOR UTILITY DEMOLITION OUTSIDE OF BUILDING
FOOTPRINT.
IS
SU
ED
F
OR
B
ID
DEMOLITION NOTES
1. DEMOLISH AND REMOVE BUILDING B199A AND FOUNDATION
2. DEMOLISH AND REMOVE BUILDING B1639 AND FOUNDATION
3. DEMOLISH AND REMOVE BUILDING B1640 AND FOUNDATION
4. SAW CUT AC PAVEMENT FULL DEPTH
5. REMOVE CONCRETE BARRIERS (SEE GENERAL NOTE 3)
6. DEMOLISH AND REMOVE FUEL TANK AND SURROUNDING
CONCRETE PAD
7. DEMOLISH AND REMOVE SIGN
8. DEMOLISH AND REMOVE 7' HIGH CHAIN-LINK FENCE
9. DEMOLISH AND REMOVE 4' HIGH CHAIN-LINK FENCE
10. DEMOLISH AND REMOVE BOLLARDS, NUMBER AS INDICATED
11. DEMOLISH AND REMOVE CONCRETE CURB AND GUTTER
12. MAINTAIN AND PROTECT STORM INLET
13. MAINTAIN AND PROTECT HAND HOLE
14. MONITORING WELL PREVIOUSLY ABANDONED IN PLACE
15. DOUBLE SAW CUT PCC PAVEMENT FULL DEPTH
HATCH LEGEND
DEMOLISH AND REMOVE LANDSIDE ASPHALT
PAVEMENT (ASSUMED 4" DEPTH)
DEMOLISH AND REMOVE BUILDING,
FOUNDATIONS, AND UTILITIES
DEMOLISH AND REMOVE LANDSIDE CONCRETE
PAVEMENT (ASSUMED 6" DEPTH)
DEMOLISH AND REMOVE CONCRETE SIDEWALK /
LIGHT DUTY CONCRETE (ASSUMED 4" DEPTH)
KEY PLAN
A1
CS502
X
ALL WORK THIS SHEET IS A BID
OPTION - EXISTING
CONSTRUCTION TO BE REMOVED
CD104
SAT-TO FORM SIGNED BY
DON ELLIOT 12/19/19
PR
OFESS I ONAL
ENG I N E E R
NO
RTH CAROL I NA
CASS NDRA L Z WART
SEAL
049323
| CD100 - OVERALL DEMOLITION PLAN |
| CD101 - SITE DEMOLITION PLAN - AREA 1 |
| CD102 - SITE DEMOLITION PLAN - AREA 2 |
| CD102A - SITE DEMOLITION PLAN - AREA 2 |
| CD103 - BID OPTION SITE DEMOLITION PLAN - AREA 3 |
| CD104 - BID OPTION SITE DEMOLITION PLAN - AREA 4 |
2022-08-15T06:54:24-0400
2022-08-15T06:54:44-0400
2022-08-15T06:54:46-0400
2022-08-15T06:54:47-0400
2022-08-15T06:54:48-0400
2022-08-15T06:54:48-0400
| 2022-09-22T08:43:34-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:43:47-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:43:48-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:43:48-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:43:49-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:43:50-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:44:05-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:44:20-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:44:21-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:44:22-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:44:22-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T08:44:23-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .