1596300dwg05of26_Civil-CD.pdf
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- Solicitation number
- N4008520R0015
About this file
This solicitation is for design-bid-build services for a P-204 F-35 Training and Simulator Facility at Marine Corps Air Station Cherry Point, North Carolina. The Navy seeks proposals by April 9, 2020 for the construction project valued between $25-100 million. The NAICS code is 236210 for industrial building construction and the small business size standard is $39.5 million. This is an unrestricted acquisition with full and open competition.
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FIRE PUMP
HOUSE
X
X X
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X
X
LOC
L O C
LOCLOCLOCLOCLOC
L O C
LOC
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LOC
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L O C
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LOC LOC
L O C
LOC LOC LOC LOC LOC L
O C
LOC
L O C
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C
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LOC LOC
LOC
L O C
L O C
L O C
L O C
L O
CLOCLOC
L O S
L O S
L O S
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LOSLOSLOS
LOSLOSLOS
L O S
L O S
LOS
LOS
LOS
L O S
LOS
LOS
LOS
LOS
LOS LOS LOS LOS LOS
LOS LOS L
O S
L O S
L O S
L O S
L O S
LOS
LOS
L O S
L O S
L O S
L O S
G G
G G
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G G
G G
PLAN
NORTH
O V
E R
A L
L
D
E M
O L
I T
I O
N
P
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CD100
P -2
F
-3
TR
A
IN
IN
G A
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IM
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LA
TO
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F A
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IL
IT
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
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F A
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IL
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
N A
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FA
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IN
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ID
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TL
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OVERALL DEMOLITION PLAN
SCALE: 1" = 100'
SCALE IN FEET
100' 200'
PLAN
NORTH
I S
S U
E D
F
O R
C
N
S T
R U
C T
I O
N
A1
SEE SHEETS
CD102 & CD202
SEE SHEETS
CD101 & CD201
SEE SHEETS
CD103 & CD203
6TH AVENUE
C
S
T R
E E
T
5TH AVENUE
4TH AVENUE
1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN
DOCUMENTS.
3. DEMOLITION OPERATIONS MUST BE COMPLETED IN COMPLIANCE WITH ALL
STATE AND FEDERAL REGULATIONS AS SPECIFIED.
4. CONTRACTOR MUST PROTECT ALL EXISTING FEATURES THAT ARE NOT
NOTED FOR DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS MUST BE RESTORED TO ITS ORIGINAL
CONDITIONS OR REPLACED WITH NEW.
5. ALL EROSION CONTROL FEATURES SHOWN MUST BE INSTALLED PRIOR TO
THE START OF DEMOLITION ACTIVITIES.
6. 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,
APPROVAL MUST BE SECURED FROM THE CONTRACTING OFFICER. THE
CONTRACTOR MUST PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER
PROTECTIVE DEVICES IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD).
7. 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.
8. THE CONTRACTOR MUST MINIMIZE DUST GENERATED FROM DEMOLITION
ACTIVITIES BY WET METHODS OR OTHER APPROVED METHODS.
9. 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.
10. PAVEMENT DESIGNATED FOR SAWCUT MUST BE SAWCUT FULL DEPTH.
11. ANY FILL MATERIAL REQUIRED TO ESTABLISH THE FINISH GRADES SHOWN
MUST BE OBTAINED FROM A PROPERLY PERMITTED BORROW PIT. ANY
EXCESS SOIL MATERIAL GENERATED FROM DEMOLITION ACTIVITES MUST
BE DISPOSED OF OFF OF THE GOVERNMENT PROPERTY.
12. 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.
13. BURNING ON THE BASE PROPERTY IS NOT PERMITTED.
14. PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRACTICABLE.
TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF
SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION.
15. PROTECT EXISTING VEGETATION AND FACILITIES NOT INDICATED TO BE
REMOVED DURING DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES.
16. 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.
17. BUILDING, STRUCTURE AND FENCE DEMOLITION MUST INCLUDE THE
REMOVAL OF THE COMPLETE STRUCTURE INCLUDING CONCRETE
FOOTINGS AND FOUNDATIONS.
18. ASPHALT MILLING MUST BE IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES, SECTION 607.
GENERAL DEMOLITION NOTES
KEY PLAN
CD102 CD101
CD103
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE.
THE CONTRACTOR MUST SECURE THE SERVICES OF A PROFESSIONAL
UTILITY LOCATE CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE
AREA OF WORK. UTILITY MARKINGS MUST BE MAINTAINED FOR THE
DURATION OF DEMOLITION AND UTILITY ACTIVITIES.
2. ALL UTILITY LINES TO REMAIN MUST REMAIN ACTIVE AND MUST BE
PROTECTED DURING DEMOLITION ACTIVITES.
3. THE CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL
CONDITION, ANY UTILITIES DAMAGED DURING DEMOLITION ACTIVITES
FROM THE CONTRACTOR'S OPERATIONS.
4. ALL COSTS ASSOCIATED WITH THE LOCATING, DISCONNECTING,
ABANDONING AND CAPPING OF UTILITY LINES IS THE RESPONSIBILITY OF
THE CONTRACTOR.
5. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THE REMOVAL OF
ALL UTILITIES INDICATED WITH THEIR RESPECTIVE UTILITY PROVIDERS.
6. ALL PIPES AND CONDUITS THAT ARE ABANDONED IN PLACE MUST BE
CAPPED OR PLUGGED TO SECURE ALL OPEN ENDS TO FORM A
WATERTIGHT SEAL.
7. PRIOR TO STARTING DEMOLITION ON ANY STRUCTURE OR UTILITIES, THE
CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING
CONDITIONS OF ANY STRUCTURES AND UTILITIES. THE CONTRACTOR
MUST 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.
9. ALL UTILITIES EQUAL TO OR GREATER THAN 4.00 INCHES IN DIAMETER AND
INDICATED TO BE ABANDONED IN PLACE MUST BE FILLED WITH A LOW
STRENGTH FLOWABLE FILL. END SECTIONS MUST BE PLUGGED TO
CONTAIN FLOWABLE FILL. FLOWABLE FILL MUST BE A CEMENT/SAND MIX
WITH A COMPRESSIVE STRENGTH OF 75-100 PSI.
UTILITY DEMOLITION NOTES
12803954
N40085-20-R-0015 rosie.shanks Typewritten Text
MCAS CP
DONALD ELLIOT
(BY EMAIL 08JAN2020)
X X X
X X
X X
XXX
X X
X X
X X
X X
XXX
X X
X X
X X
X
X X X X X X X
X X
X X
X
X
LOC
L O
CLOC
L O C
L O C
L O C
L O C
L O C
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC
LOC LOC
LOC
LOC LOC LOC LOC LOC LOC
LOC
LOC LOC LOC
L O C
LOC LOC LOC LOC
L O C
L O
C LOC
LOCLOC
L O C
L O C
L O C
L O C
L O C
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
LOSLOSLOSLOSLOS
LOSLOS
LOSLOS
LOS
LOSLOSLOSLOS
LOS
LOSLOSLOSLOS
LOS
LOS
LOS
LOS
LOS
LOS LOS LOS LOS LOS
LOS
LOS LOS
LOS
LOS
LOS
LOS
LOS
LO
S G
G G
G G
G G
G G
G G
G G
G G
G G
G
SEE GEN. NOTE 4
SEE GEN.
NOTE 6
SEE GEN.
NOTE 6
BEGIN
END
BEGIN
END
BEGIN
END
BEGIN
END
BEGIN
END
BEGIN
END
END
BEGIN
END
BEGIN
BEGIN
END
END
BEGIN
BEGIN
END
BEGIN
END
BEGIN
END
7 7
TYP OF 3
TYP OF 3
BEGIN
END
BEGIN
END
10 10
BEGIN
END
13 13
END
BEGIN
END
BEGIN
END
BEGIN
END
BEGIN
END
END
16 16
3 3
BEGIN
BEGIN
END
END
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END
END
END
BEGIN
BEGIN
BEGIN
E 2631037.95
N 426765.54
E 2631055.67
N 426783.70
E 2631111.50
N 426694.02
E 2631138.37
N 426702.60
E 2631130.28
N 426710.51
E 2631103.36
N 426701.92
E 2631239.28
N 426603.93
E 2631229.04
N 426579.15
E 2631221.91
N 426586.12
E 2631246.46
N 426596.93
E 2631290.10
N 426519.32
E 2631307.77
N 426537.05
E 2631295.03
N 426549.49
E 2631277.71
N 426531.75
E 2631324.69
N 426504.17
E 2631332.87
N 426512.54
E 2631379.24
N 426432.77
E 2631388.28
N 426442.05
E 2631372.07
N 426439.76
E 2631381.13
N 426449.04
E 2631446.34
N 426385.34
E 2631455.40
N 426394.62
E 2631460.56
N 426390.22
E 2631463.80
N 426386.82
E 2631719.73
N 426532.40
E 2631687.20
N 426550.51
E 2631487.55
N 427010.56
E 2631461.42
N 427000.43
D E
M O
L I T
I O
N
P
L A
N
A
R E
A
CD101
P -2
F
-3
TR
A
IN
IN
G A
N D
S
IM
U
LA
TO
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F A
C
IL
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Y
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
N A
V A
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FA
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IL
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S E
N G
IN
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E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
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SCALE: 1" = 30'
P -2
F
-3
TR
A
IN
IN
G A
N D
S
IM
U
LA
TO
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F A
C
IL
IT
Y
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
N A
V A
L
FA
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IL
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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
DEMOLITION PLAN - AREA 1
SCALE IN FEET
30' 60'
M A
T C
H
L
I N
E
S
S
H E
T
1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN
DOCUMENTS.
3. SEE SHEET CD100 FOR DEMOLITION NOTES AND OVERALL PLAN.
4. CONTRACTOR MUST MAINTAIN ACCESS TO BUILDING B4221 THROUGHOUT
DURATION OF CONSTRUCTION.
5. CONTRACTOR MUST PROTECT ALL EXISTING FEATURES THAT ARE NOT
NOTED FOR DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS MUST BE RESTORED TO ITS ORIGINAL
CONDITIONS OR REPLACED WITH NEW.
6. ALL DEMOLITION WORK ALONG 6TH AVENUE MUST NOT DISTURB 6TH
AVENUE. SAWCUTS MUST BE MADE CLEAN ALONG THE EDGE OF PAVEMENT.
7. SEE SHEET CD201 FOR UTILITY DEMOLITION OUTSIDE OF BUILDING
FOOTPRINT.
GENERAL NOTES
KEY PLAN
PLAN
NORTH
A1
PLAN
NORTH
I S
S U
N
S T
R U
C T
I O
N
CD102
1. DEMOLISH AND REMOVE BUILDING B4038, FOUNDATION, AND ALL
UTILITIES WITHIN BUILDING FOOTPRINT. SEE GENERAL NOTE 7
2. DEMOLISH AND REMOVE BUILDING B4162, FOUNDATION, AND
UTILITIES WITHIN BUILDING FOOTPRINT. SEE GENERAL NOTE 7
3. MAINTAIN AND PROTECT EXISTING SIDEWALK
4. DEMOLISH AND REMOVE CONCRETE CURB AND GUTTER
5. DEMOLISH AND REMOVE CONCRETE CURB
6. DEMOLISH AND REMOVE CONCRETE STAIRS, HANDRAILS, AND
FOUNDATIONS
7. DEMOLISH AND REMOVE BOLLARD
8. DEMOLISH AND REMOVE LIGHT POLE AND FOUNDATION
9. DEMOLISH AND REMOVE SIGN
10. DEMOLISH AND REMOVE 8' HIGH CHAIN-LINK FENCE
11. DEMOLISH AND REMOVE 7' HIGH CHAIN-LINK FENCE
12. DEMOLISH AND REMOVE 8' HIGH BRICK SCREEN WALL
13. DEMOLISH AND REMOVE CONCRETE SIDEWALK ADA RAMP
14. SAWCUT PAVEMENT FULL DEPTH
15. MAINTAIN AND PROTECT STEAM VAULT AND ANY BOLLARDS,
POSTS, OR GUARDRAIL
16. MAINTAIN AND PROTECT SANITARY SEWER MANHOLE
17. MAINTAIN AND PROTECT ELECTRIC MANHOLE
18. MAINTAIN AND PROTECT TELECOM MANHOLE
19. MAINTAIN AND PROTECT TREE, SEE LANDSCAPING PLANS FOR
DETAILS
20. MAINTAIN AND PROTECT MONITORING WELL
21. DEMOLISH AND REMOVE SPEED BUMP
22. DEMOLISH AND REMOVE DOUBLE SWING GATE
23. DEMOLISH AND REMOVE PERSONNEL GATE
24. DEMOLISH AND REMOVE 6"X6", 8' HIGH WOODEN POST
WORK NOTES
HATCH LEGEND
DEMOLISH AND REMOVE BUILDING AND FOUNDATIONS
DEMOLISH AND REMOVE ASPHALT PAVEMENT, ASSUME
4" ASPHALT OVER 6" AGGREGATE BASE COURSE
DEMOLISH AND REMOVE CONCRETE PAVEMENT,
ASSUME 8" CONCRETE OVER 6" AGGREGATE BASE
DEMOLISH AND REMOVE CONCRETE SIDEWALK,
ASSUME 4" CONCRETE OVER 4" BEDDING MATERIAL
DEMOLISH AND REMOVE GRAVEL SURFACE COURSE,
ASSUME 8" DEPTH
CD101
12803955
2" MILL AND OVERLAY
N40085-20-R-0015 rosie.shanks Typewritten Text
MCAS CP
XXXXX
X
X
X X
LOC
LOCLOC
L O C
LOC
L O C
L O C
L O C
L O C
L O C
L O C
LOCLOCLOCLOCLOC
LOCLOCLOCLOC
L O C
L O C
L O C
L O C
L O C
LOC LOC LOC LOC LOC LOC LOC LOC LOC
LOC
LOSLOSLOS
L O S
L O S
L O S
L O S
L O S
L O S
L O S
LOSLOS
LOSLOSLOS
LOSLOSLOS
L O S
L O S
L O S
L O S
L O S
LO
S
LOS
LOS LOS LOS LOS
LOS LOS
LOS
LOS
LOS
BEGIN
END
BEGIN
END
3BEGIN
END
BEGIN
8TYP ALL
SPACES
8TYP ALL
SPACES
8TYP ALL
SPACES
E 2631058.62
N 426999.80
E 2631136.54
N 426923.86
D E
M O
L I T
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N
P
L A
N
A
R E
A
CD102
P -2
F
-3
TR
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IN
G A
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TO
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F A
C
IL
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
N A
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S E
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IN
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TL
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SCALE: 1" = 30'
P -2
F
-3
TR
A
IN
IN
G A
N D
S
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U
LA
TO
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F A
C
IL
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
N A
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IN
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IN
G
C O
M M
A N
D
M
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-A
TL
A N
TI
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DEMOLITION PLAN - AREA 2
SCALE IN FEET
30' 60'
M A
T C
H
L
I N
E
S
E
GENERAL NOTES
KEY PLAN
1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN
DOCUMENTS.
3. SEE SHEET CD100 FOR DEMOLITION NOTES AND OVERALL PLAN.
4. CONTRACTOR MUST PROTECT ALL EXISTING FEATURES THAT ARE NOT
NOTED FOR DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS MUST BE RESTORED TO ITS ORIGINAL
CONDITIONS OR REPLACED WITH NEW.
PLAN
NORTH
A1
PLAN
NORTH
I S
S U
N
S T
R U
C T
I O
N
CD101
WORK NOTES
1. DEMOLISH AND REMOVE CONCRETE CURB AND GUTTER
2. DEMOLISH AND REMOVE SIGN
3. SAWCUT PAVEMENT FULL DEPTH
4. MAINTAIN AND PROTECT ELECTRIC MANHOLE
5. MAINTAIN AND PROTECT TELECOM MANHOLE
6. MAINTAIN AND PROTECT MONITORING WELL
7. MAINTAIN AND PROTECT TRANSFORMER AND SURROUNDING FENCE
8. DEMOLISH AND REMOVE CONCRETE WHEEL STOP
9. DEMOLISH AND REMOVE STOP SIGN
HATCH LEGEND
DEMOLISH AND REMOVE ASPHALT PAVEMENT, ASSUME
4" ASPHALT OVER 6" AGGREGATE BASE COURSE
DEMOLISH AND REMOVE CONCRETE SIDEWALK,
ASSUME 4" CONCRETE OVER 4" BEDDING MATERIAL
DEMOLISH AND REMOVE GRAVEL SURFACE COURSE,
ASSUME 8" DEPTH
CD102
12803956
N40085-20-R-0015 rosie.shanks Typewritten Text
MCAS CP
L
C
L O C
LOC
LOC
L O C
LOC
LOC
L O C
L O C
L O C
L O C
L O C
LOC L
O C
L O C
LOC
L O C
LOC LOC LOC LOC
L O C
L O C
L O C
L O C
L O C
L O C
L O C
LOC
LOC
L O C
L O C
L O C
LOC
L O C
L O C
LOCLOCLOCLOCLOCLOC
LOCLOC
LOC
LOS LOS LOS LOS LOS LOS LOS LOS
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
LOS
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
LO
S
BEGIN END
BEGIN
BEGIN
END
END
BEGIN
END
BEGIN
END
END
BEGIN
D E
M O
L I T
I O
N
P
L A
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CD103
P -2
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F A
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IL
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
N A
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G
C O
M M
A N
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ID
-A
TL
A N
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SCALE: 1" = 30'
P -2
F
-3
TR
A
IN
IN
G A
N D
S
IM
U
LA
TO
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F A
C
IL
IT
Y
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
N A
V A
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FA
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IL
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S E
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IN
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E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
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DEMOLITION PLAN - AREA 3
SCALE IN FEET
30' 60'
GENERAL NOTES
KEY PLAN
1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN
DOCUMENTS.
3. SEE SHEET CD100 FOR DEMOLITION NOTES AND OVERALL PLAN.
4. CONTRACTOR MUST PROTECT ALL EXISTING FEATURES THAT ARE NOT
NOTED FOR DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS MUST BE RESTORED TO ITS ORIGINAL
CONDITIONS OR REPLACED WITH NEW.
5. SEE SHEET CD203 FOR UTILITY DEMOLITION OUTSIDE OF BUILDING
FOOTPRINT.
PLAN
NORTH
A1
PLAN
NORTH
I S
S U
N
S T
R U
C T
I O
N
CD102 CD101
WORK NOTES
1. DEMOLISH AND REMOVE BUILDING B286, FOUNDATION, AND ALL
UTILITIES WITHIN BUILDING FOOTPRINT. SEE GENERAL NOTE 5
2. DEMOLISH AND REMOVE CONCRETE CURB AND GUTTER
3. DEMOLISH AND REMOVE CONCRETE STAIRS, HANDRAILS, AND
FOUNDATIONS
4. DEMOLISH AND REMOVE BOLLARD
5. DEMOLISH AND REMOVE SIGN
6. DEMOLISH AND REMOVE WOOD POST
7. DEMOLISH AND REMOVE AUTOMATIC DOOR PUSH BUTTON POST
8. SAWCUT PAVEMENT FULL DEPTH
9. MAINTAIN AND PROTECT STEAM VAULT AND ANY BOLLARDS,
POSTS, OR GUARDRAIL
10. MAINTAIN AND PROTECT ELECTRIC HAND HOLE
11. MAINTAIN AND PROTECT TREE, SEE LANDSCAPING PLANS FOR
DETAILS
12. MAINTAIN AND PROTECT LIGHT POLE
13. MAINTAIN AND PROTECT SHELTER
14. MAINTAIN AND PROTECT CULVERT
15. MAINTAIN AND PROTECT BENCH
16. MAINTAIN AND PROTECT FIRE HYDRANT
HATCH LEGEND
DEMOLISH AND REMOVE BUILDING AND
FOUNDATIONS
DEMOLISH AND REMOVE ASPHALT PAVEMENT, ASSUME
4" ASPHALT OVER 6" AGGREGATE BASE COURSE
DEMOLISH AND REMOVE CONCRETE PAVEMENT,
ASSUME 8" CONCRETE OVER 6" AGGREGATE BASE
DEMOLISH AND REMOVE CONCRETE SIDEWALK,
ASSUME 4" CONCRETE OVER 4" BEDDING MATERIAL
CD103
12803957
ALL WORK THIS SHEET IS A BID OPTION
BUILDING 286 DEMOLITION
N40085-20-R-0015 rosie.shanks Typewritten Text
MCAS CP
S S
S S
S S
W W W W W W W W W W W W W W W
W W W W
W
W W
FP FP FP FP FP
FP
FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP
F P
F P
FP
F P
F P
F P
F P
F P
F P
F P
FP
FP
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
E
COMM
COMM
E E
E E
E E
E E
E E
E E
E E
E
EE
E E
E E
E E
E E
E E
E C O M M
C O M M
C O M M
C O M M
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
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
E E
E E
E E
E E
E E
E E
S S
S S
S S
S S
S S
S S
S S
S S
SS SS SS
S S
S S
S S
S S
S S
W W
W W
W W
W W
W W
W W
W W
W W
W W
U K
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
ST ST
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
ST ST
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
S S
E
E COMM COMM COMM COMM COMM COMM COMM COMM
SS
S S
S S
S T S T
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
LOC
L O
CLOC
L O C
L O C
L O C
L O C
L O C
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC
LOC LOC
LOC
LOC LOC LOC LOC LOC LOC
LOC
LOC LOC LOC
L O C
LOC LOC LOC LOC
L O C
L O
C LOC
LOCLOC
L O C
L O C
L O C
L O C
L O C
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
LOSLOSLOSLOSLOS
LOSLOS
LOSLOS
LOS
LOSLOSLOSLOS
LOS
LOSLOSLOSLOS
LOS
LOS
LOS
LOS
LOS
LOS LOS LOS LOS LOS
LOS
LOS LOS
LOS
LOS
LOS
LOS
LOS
LO
S G
G G
G G
G G
G G
G G
G G
G G
G G
G
X X X
X X
X X
XXX
X X
X X
X X
X X
XXX
X X
X X
X X
X
X X X X X X X
X X
X X
X
X
S T
S T
S T
S T
W
WU
K
C O M M
C O M M
COMM
E E E E
E E
E
E E
E
S S
S S
S S
S S
S S
S S
C O M M
S S
S S
SS
E
E
E E
E E
E
E E E
E E
E
E
E E
E
E E E E
E
E
E
E
E
E E
E
E E
E E
E E
E
E
E
E E E E
E E
E
E E
E
E
E
E E
E
E
E E
E E
COMM
C O M M
C O M M
E E
E E
E E
E
EE
E
U K
U K
E
E E
E
W W
W
W W W
C O M M
C O M M
CO
MM
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
W W W
W W
W W
W W
U K
E
E
E
E
W W
ST STST ST
SS SS SS SS
W
W W
U K
UK UK UK UK
UK
U K
U K
S T
S T
S T
S T
S T
S T
D
D D
BEGIN
END
END
BEGIN
BEGIN
END
BEGIN
END
BEGIN
END
1(SEE GEN.
NOTE 5)
1 BEGIN
END
BEGIN
BEGIN
END
BEGIN
BEGIN
END
END
4 (SEE GEN.
NOTE 7)
BEGIN
(SEE GEN.
NOTE 7)
BEGIN
END
4 (SEE GEN.
NOTE 7)
(SEE GEN.
NOTE 7)
BEGIN
BEGIN
END
END
BEGIN
(SEE GEN.
NOTE 7)
END
END
BEGIN
END
BEGIN
END
BEGIN
10(SEE GEN. NOTE 7)
10BEGIN
END
BEGIN
BEGIN
END
(SEE GEN. NOTE 6)
BEGIN
END
END
BEGIN
END
BEGIN
BEGIN
END
BEGIN
END
END
BEGIN
END
BEGIN (SEE
GEN. NOTE 6)
BEGIN
(SEE GEN.
NOTE 7)
(SEE GEN.
NOTE 7)
(SEE GEN.
NOTE 7)
(SEE GEN. NOTE 5)
(SEE GEN. NOTE 9)
END
BEGIN
END
END
END
12 END
BEGIN
END
4BEGIN
BEGIN
4END
END
BEGIN
END
END
BEGIN
END
END
12 END
BEGIN
END
END
BEGIN
END
BEGIN
BEGIN
END
BEGIN
END
BEGIN
END
BEGIN (SEE
GEN. NOTE 11)
30END (SEE GEN.
NOTE 11)
BEGIN (SEE GEN. NOTE 11)
BEGIN
END
BEGIN
END
END
BEGIN
END
BEGIN
(SEE GEN.
NOTE 6)
END (SEE
GEN. NOTE 11)
BEGIN (SEE
GEN. NOTE 11)
END (SEE GEN.
NOTE 11)
(SEE GEN. NOTE 5)
(SEE GEN. NOTE 5)
U T
I L
I T
Y
D
E M
O L
I T
I O
N
P
L A
N
A
R E
A
CD201
P -2
F
-3
TR
A
IN
IN
G A
N D
S
IM
U
LA
TO
R
F A
C
IL
IT
Y
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
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
SCALE: 1" = 30'
P -2
F
-3
TR
A
IN
IN
G A
N D
S
IM
U
LA
TO
R
F A
C
IL
IT
Y
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
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
UTILITY DEMOLITION PLAN - AREA 1
SCALE IN FEET
30' 60'
M A
T C
H
L
I N
E
S
E
1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN
DOCUMENTS.
3. CONTRACTOR MUST COORDINATE CAPPING STEAM LINES WITHIN MANHOLES
WITH BASE PUBLIC WORKS.
4. MASTIC AT PIPE PENETRATIONS INTO STEAM PITS MAY CONTAIN ASBESTOS.
5. REMOVE WATER LINES BACK TO THE NEAREST TEE OR FITTING. REPLACE THE
TEE WITH STRAIGHT PIPE SECTION AND RESTRAIN IN ACCORDANCE WITH
DETAIL A1, CU502 AND THE PROJECT SPECIFICATIONS.
6. STEAM LINES ARE ABANDONED. DEMOLISH AND REMOVE ENTIRE LENGTH
WITHIN THE PROJECT LIMITS OF CONSTRUCTION.
7. DEMOLISH AND REMOVE TO NEAREST MANHOLE OR STRUCTURE.
CONTRACTOR MUST CONFIRM LOCATION OF NEAREST MANHOLE OR
STRUCTURE AND MUST RECEIVE COR APPROVAL OF FINAL DEMOLITION LIMITS
BEFORE PROCEEDING.
8. SEE SHEET CD100 FOR UTILITY DEMOLITION NOTES.
9. REMOVE SANITARY SEWER BACK TO CONNECTION, REPLACE CONNECTION
WITH STRAIGHT SECTION OF PIPE.
10. CONTRACTOR MUST PROTECT ALL EXISTING FEATURES THAT ARE NOT
NOTED FOR DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS MUST BE RESTORED TO ITS ORIGINAL
CONDITIONS OR REPLACED WITH NEW.
11. PIPES ABANDONED IN PLACE MUST BE FILLED WITH A LOW STRENGTH
FLOWABLE FILL AND CAPPED. SEE UTILITY DEMOLITION NOTE 9, CD100.
GENERAL NOTES
KEY PLAN
PLAN
NORTH
A1
PLAN
NORTH
I S
S U
N
S T
R U
C T
I O
N
CD202 CD201
CD203
1. DEMOLISH AND REMOVE DOMESTIC WATER LINE
2. DEMOLISH AND REMOVE WATER VALVE AND CONCRETE APRON
3. DEMOLISH AND REMOVE PIV AND CONCRETE APRON
4. DEMOLISH AND REMOVE ELECTRICAL DUCT BANK
5. DEMOLISH AND REMOVE ELECTRICAL CONDUIT
6. DEMOLISH AND REMOVE ELECTRICAL HAND HOLE AND CONCRETE APRON
7. DEMOLISH AND REMOVE ELECTRICAL CABINET AND CONCRETE PAD
8. DEMOLISH AND REMOVE TRANSFORMER AND CONCRETE PAD
9. DEMOLISH AND REMOVE ELECTRICAL MANHOLE AND CONCRETE APRON
10. DEMOLISH AND REMOVE COMMUNICATIONS DUCT BANK
11. DEMOLISH AND REMOVE COMMUNICATIONS HAND HOLE AND CONCRETE
APRON
12. DEMOLISH AND REMOVE UNKNOWN UTILITY. IDENTIFY UTILITY AND
BUILDINGS, STRUCTURES, AND/OR EQUIPMENT SERVED. OBTAIN COR
APPROVAL PRIOR TO DEMOLITION
13. DEMOLISH AND REMOVE STEAM LINE
14. DEMOLISH AND REMOVE SANITARY SEWER MANHOLE AND CONCRETE
APRON
15. DEMOLISH AND REMOVE SANITARY SEWER CLEAN OUT AND CONCRETE
APRON
16. DEMOLISH AND REMOVE 4" PVC SANITARY SEWER PIPE AND CAP
17. DEMOLISH AND REMOVE 8" PVC SANITARY SEWER PIPE AND CAP
18. GROUT AND SEAL WATER TIGHT, SANITARY SEWER MANHOLE
PENETRATION
19. DEMOLISH AND REMOVE 18" RCP STORM SEWER
20. DEMOLISH AND REMOVE CONCRETE FLARED END SECTION
21. MAINTAIN AND PROTECT EXISTING STORM SEWER
22. MAINTAIN AND PROTECT EXISTING STEAM LINES
23. MAINTAIN AND PROTECT EXISTING SANITARY SEWER
24. MAINTAIN AND PROTECT EXISTING COMMUNICATIONS DUCT BANK
25. MAINTAIN AND PROTECT EXISTING ELECTRICAL DUCT BANK
26. MAINTAIN AND PROTECT EXISTING WATER LINE
27. DEMOLISH AND REMOVE HEADWALL
28. DEMOLISH AND REMOVE ABANDONED IN PLACE STEAM LINES, DEMOLISH
UP TO 5TH AVENUE
29. CAP STEAM LINE, SEE GENERAL NOTE 3
30. ABANDON IN PLACE 4" PVC SANITARY SEWER PIPE
31. ABANDON IN PLACE 8" PVC SANITARY SEWER PIPE
32. REMOVE STORAGE TANK 4162-2 AND DELIVER TO GOVERNMENT
COORDINATE WITH WILL POTTER, EAD, 252-466-5376
WORK NOTES
12803958
N40085-20-R-0015 rosie.shanks Typewritten Text
MCAS CP
W W
W W W W W W W W W W W W W W
W W W W W W
W W
F P
F P
FP FP FP FP FP FP FP FP FP FP FP FP FP FP
W
W W
SS SSSS SS
COM
M
CO
MM
W
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
XXXXX
X
X
X X
LOC
LOCLOC
L O C
LOC
L O C
L O C
L O C
L O C
L O C
L O C
LOCLOCLOCLOCLOC
LOCLOCLOCLOC
L O C
L O C
L O C
L O C
L O C
LOC LOC LOC LOC LOC LOC LOC LOC LOC
LOC
LOSLOSLOS
L O S
L O S
L O S
L O S
L O S
L O S
L O S
LOSLOS
LOSLOSLOS
LOSLOSLOS
L O S
L O S
L O S
L O S
L O S
LO
S
LOS
LOS LOS LOS LOS
LOS LOS
LOS
LOS
LOS
SS SS SS SS SS
U T
I L
I T
Y
D
E M
O L
I T
I O
N
P
L A
N
A
R E
A
CD202
P -2
F
-3
TR
A
IN
IN
G A
N D
S
IM
U
LA
TO
R
F A
C
IL
IT
Y
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
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
SCALE: 1" = 30'
P -2
F
-3
TR
A
IN
IN
G A
N D
S
IM
U
LA
TO
R
F A
C
IL
IT
Y
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
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
UTILITY DEMOLITION PLAN - AREA 2
SCALE IN FEET
30' 60'
M A
T C
H
L
I N
E
S
E
GENERAL NOTES
KEY PLAN
1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN
DOCUMENTS.
3. SEE SHEET CD100 FOR UTILITY DEMOLITION NOTES.
4. CONTRACTOR MUST PROTECT ALL EXISTING FEATURES THAT ARE NOT
NOTED FOR DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS MUST BE RESTORED TO ITS ORIGINAL
CONDITIONS OR REPLACED WITH NEW.
PLAN
NORTH
A1
PLAN
NORTH
I S
S U
N
S T
R U
C T
I O
N
1. MAINTAIN AND PROTECT EXISTING COMMUNICATIONS DUCT BANK
2. MAINTAIN AND PROTECT EXISTING COMMUNICATIONS MANHOLE
3. MAINTAIN AND PROTECT EXISTING ELECTRICAL MANHOLE
4. MAINTAIN AND PROTECT EXISTING SANITARY SEWER
5. DEMOLISH AND REMOVE 18" RCP STORM SEWER
6. DEMOLISH AND REMOVE HEADWALL
7. MAINTAIN AND PROTECT EXISTING 24" RCP STORM SEWER
8. MAINTAIN AND PROTECT SANITARY SEWER MANHOLE
WORK NOTES
12803959
N40085-20-R-0015 rosie.shanks Typewritten Text
MCAS CP
SS SS SS SS
SS
S S
S S
S S
E
COMM COMM COMMCOMM
COMM
COMM
COMM
C O M M
C O M M
COMM
E E E E E E E E E E
C O M M
COMM COMM COMM
COMM
COMM
COMM
E
E E E E E E E E E
E E
E E
E E
E E
E E
E E
E
E
E E
E E
E E
E E
E E
E
S S
S S
W W W W W W W W W W
W W
W W
W W
W W
W
W
U K
U K
U K
U K
S T
S T
S T
S T
S T
S T
S T
S T
ST ST ST
ST
ST ST ST ST ST
ST ST ST
ST
ST ST ST ST ST
UK UK UK UK UK UK UK
UK UK UK UK UK UK UK
L O C
L O C
LOC
LOC
L O C
LOC
LOC
L O C
L O C
L O C
L O C
L O C
LOC L
O C
L O C
LOC
L O C
LOC LOC LOC LOC
L O C
L O C
L O C
L O C
L O C
L O C
L O C
LOC
LOC
L O C
L O C
L O C
LOC
L O C
L O C
LOCLOCLOCLOCLOCLOC
LOCLOC
LOC
LOS LOS LOS LOS LOS LOS LOS LOS
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
LOS
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
L O S
LO
S
SS SS SS SS
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
SS
SSSSSS
SS
S S
S S
S S
S S
S S
S S
E E
E
C O M M
C O M M
C O M M
C O M M
C O M M
C O M M
W W
W W
W
W W
W
C O M M
E E E E E
E
E
E
CO
M M
C O M M
CO
M M
CO
M M
E
E
U K
U K
S T
S T
S T
S T
S T
S T
S T
S T
BEGIN
END
BEGIN
END
BEGIN
END
BEGIN
2 (SEE GEN. NOTE 5)
BEGIN
END
BEGIN
END
BEGIN
4 (SEE GEN.
NOTE 5)
BEGIN
4(SEE GEN.
NOTE 5)
END
BEGIN
END
BEGIN
END
(SEE GEN. NOTE 5)
9END
9BEGIN
BEGIN
END
BEGIN
END
END
BEGIN
BEGIN
END
BEGIN
END
BEGIN
END
END
BEGIN
END
BEGIN
14BEGIN
END
BEGIN
END
(SEE GEN. NOTE 4)
U T
I L
I T
Y
D
E M
O L
I T
I O
N
P
L A
N
A
R E
A
CD203
P -2
F
-3
TR
A
IN
IN
G A
N D
S
IM
U
LA
TO
R
F A
C
IL
IT
Y
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
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
SCALE: 1" = 30'
P -2
F
-3
TR
A
IN
IN
G A
N D
S
IM
U
LA
TO
R
F A
C
IL
IT
Y
1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
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
UTILITY DEMOLITION PLAN - AREA 3
SCALE IN FEET
30' 60'
GENERAL NOTES
KEY PLAN
PLAN
NORTH
A1
PLAN
NORTH
I S
S U
N
S T
R U
C T
I O
N
WORK NOTES
1. DEMOLISH AND REMOVE DOMESTIC WATER LINE
2. DEMOLISH AND REMOVE ELECTRICAL DUCT BANK
3. DEMOLISH AND REMOVE TRANSFORMER AND CONCRETE PAD
4. DEMOLISH AND REMOVE COMMUNICATIONS DUCT BANK
5. DEMOLISH AND REMOVE UNKNOWN UTILITY. IDENTIFY UTILITY AND
BUILDINGS, STRUCTURES, AND/OR EQUIPMENT SERVED. OBTAIN
COR APPROVAL PRIOR TO DEMOLITION
6. DEMOLISH AND REMOVE STEAM LINE
7. DEMOLISH AND REMOVE STEAM VAULT AND CONCRETE APRON
8. DEMOLISH AND REMOVE SANITARY SEWER MANHOLE AND ANY
CONCRETE APRON
9. DEMOLISH AND REMOVE 6" CLAY SANITARY SEWER PIPE
10. DEMOLISH AND REMOVE 8" CLAY SANITARY SEWER PIPE
11. DEMOLISH AND REMOVE 8" PVC SANITARY SEWER PIPE
12. DEMOLISH AND REMOVE 12" CLAY SANITARY SEWER PIPE
13. GROUT AND SEAL WATER TIGHT, MANHOLE / INLET PENETRATION
14. DEMOLISH AND REMOVE 12" CLAY STORM SEWER
15. DEMOLISH AND REMOVE 15" CLAY STORM SEWER
16. DEMOLISH AND REMOVE 2" CI STORM SEWER
17. DEMOLISH AND REMOVE STORM INLET STRUCTURE
18. MAINTAIN AND PROTECT EXISTING STORM SEWER
19. MAINTAIN AND PROTECT EXISTING STEAM LINES
20. MAINTAIN AND PROTECT EXISTING COMMUNICATIONS DUCT BANK
21. MAINTAIN AND PROTECT EXISTING ELECTRICAL DUCT BANK
22. MAINTAIN AND PROTECT EXISTING WATER LINE
23. MAINTAIN AND PROTECT EXISTING FIRE HYDRANT
24. MAINTAIN AND PROTECT EXISTING STEAM VAULT
25. DEMOLISH AND REMOVE CONCRETE SIDEWALK TO NEAREST JOINT
1. SEE SHEET C-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.
2. CONTRACTOR MUST COORDINATE CAPPING STEAM LINES WITHIN MANHOLES
WITH BASE PUBLIC WORKS. PUBLIC WORKS WILL PERFORM CAPPING WORK.
3. MASTIC AT PIPE PENETRATIONS INTO STEAM PITS MAY CONTAIN ASBESTOS.
4. REMOVE WATER LINE BACK TO THE TEE. REPLACE THE TEE WITH STRAIGHT
PIPE SECTION AND RESTRAIN IN ACCORDANCE WITH DETAIL A1, CU502 AND
THE PROJECT SPECIFICATIONS.
5. DEMOLISH AND REMOVE TO NEAREST MANHOLE OR STRUCTURE.
CONTRACTOR MUST CONFIRM LOCATION OF NEAREST MANHOLE OR
STRUCTURE AND MUST RECEIVE COR APPROVAL OF FINAL DEMOLITION
LIMITS BEFORE PROCEEDING.
6. SEE SHEET CD100 FOR UTILITY DEMOLITION NOTES.
7. CONTRACTOR MUST PROTECT ALL EXISTING FEATURES THAT ARE NOT
NOTED FOR DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE
CONTRACTOR'S OPERATIONS MUST BE RESTORED TO ITS ORIGINAL
CONDITIONS OR REPLACED WITH NEW.
12803960
ALL WORK THIS SHEET IS A BID OPTION
BUILDING 286 DEMOLITION
N40085-20-R-0015 rosie.shanks Typewritten Text
MCAS CP
| CD100 - OVERALL DEMOLITION PLAN |
| CD101 - DEMOLITION PLAN - AREA 1 |
| CD102 - DEMOLITION PLAN - AREA 2 |
| CD103 - DEMOLITION PLAN - AREA 3 |
| CD201 - UTILITY DEMOLITION PLAN - AREA 1 |
| CD202 - UTILITY DEMOLITION PLAN - AREA 2 |
| CD203 - UTILITY DEMOLITION PLAN - AREA 3 |
2020-01-23T08:29:26-0500
2020-01-23T08:29:44-0500
2020-01-23T08:29:54-0500
2020-01-23T08:29:55-0500
2020-01-23T08:30:41-0500
2020-01-23T08:30:42-0500
2020-01-23T08:31:44-0500
2020-01-27T07:30:09-0500
2020-01-27T07:32:14-0500
2020-01-27T07:32:26-0500
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2020-01-27T07:32:31-0500
| 2020-01-28T20:14:10-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:14:59-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:14:59-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:00-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:00-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:01-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:01-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:17-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:33-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:34-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:34-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:35-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:35-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-01-28T20:15:36-0500 | |
| 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 .