1596300_dwg_07of35_V1_Civil.pdf

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Design Bid-Build P228 ATC Tower and Air Operations, Marine Corps Air Station, Cherry Point, North Carolina
Solicitation number
N4008522R2504
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AMEND 0010 UPDATED WAGE DETERMINATION FOR P228.pdf PDF
AMENDMENT 0011 FOR P228 ATC TOWER.pdf PDF
AMENDMENT 0009.pdf PDF
Amendment 0008.pdf PDF
AMENDMENT 0007 FOR P228.pdf PDF
UPDATED REVISED BID SCHEDULE FOR P228.pdf PDF
AMENDMENT 0006 FOR P228.pdf PDF
PPI LOG 04 FOR P228.pdf PDF
AMENDMENT 0005 FOR P228.pdf PDF
UPDATED BID SCHEDULE FOR P228.pdf PDF
P228 PPI LOG 03.pdf PDF
P228 AMENDMENT 0004.pdf PDF
PPI LOG 02 FOR P228.pdf PDF
P228 AMENDMENT 0003.pdf PDF
P228 AMENDMENT 0003 DOCUMENT FOR PPI 4-7.pdf PDF
P228 AMENDMENT 0002.pdf PDF
AMENDMENT 0002-DRAWING REFERENCES.pdf PDF
P228 PPI LOG 01.pdf PDF
AMENDMENT 0001 FOR P228.pdf PDF
Site Visit Log P228.pdf PDF
Attachment D - Past Performance Questionnaire.docx DOCX document
1596300_dwg_24of35_V2_Architectural.pdf PDF
1596300_dwg_16of35_V1_Civil.pdf PDF
1596300_dwg_28of35_V3_Equipment.pdf PDF
1596300_dwg_05of35_V1_Civil.pdf PDF
1596300_dwg_14of35_V1_Civil.pdf PDF
1596300_dwg_33of35_V4_Electrical.pdf PDF
1596300_dwg_12of35_V1_Civil.pdf PDF
1596300_dwg_06of35_V1_Civil.pdf PDF
1596300_dwg_21of35_V1_Landscape.pdf PDF
RFP FOR P228 ATC TOWER.pdf PDF
1596300_dwg_23of35_V2_Structural.pdf PDF
1596300_dwg_01of35_V1_General.pdf PDF
1596300_dwg_22of35_V2_General.pdf PDF
Attachment A - Pre-Propsal Injuiries Log.doc DOC document
1596300_dwg_17of35_V1_Civil.pdf PDF
1596300_dwg_09of35_V1_Civil.pdf PDF
1596300_dwg_15of35_V1_Civil.pdf PDF
Attachment E - Historical Small Business Utilization.docx DOCX document
1596300_dwg_04of35_V1_Survey-Geotechnical.pdf PDF
1596300_dwg_34of35_V4_Telecommunications.pdf PDF
1596300_dwg_26of35_V2_Interiors.pdf PDF
USCG MULTI-USE COMPLEX - 00 01 15 LIST OF DRAWINGS 100422.pdf PDF
Attachment F - Small Business Participation Commitment Document.docx DOCX document
ATTACHMENT B BID SCHEDULE FOR P228 ATC TOWER.pdf PDF
JA ML-23-07 CHPT P228 Fire Protection_Redacted.pdf PDF
Attachment H- PIEE Vendor Access Instructions.pdf PDF
1596300_dwg_35of35_V4_Telecommunications.pdf PDF
1596300_dwg_11of35_V1_Civil.pdf PDF
1596300_dwg_27of35_V3_General.pdf 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

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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

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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

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ID

PLAN

NORTH

1" = 30'A1 SITE DEMOLITION PLAN - AREA 1

DEMOLITION NOTES

GENERAL NOTES

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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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TYP OF 3TYP OF 3

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TYP OF 2

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BEGIN (SEE

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(SEE GEN.

NOTE 7)

BEGIN

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BEGIN END

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(SEE GEN.

NOTE 7)

(SEE GEN.

NOTE 7)

BEGIN

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8 8 8 8

1 1

9 9

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15 16

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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

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1317 EXECUTIVE BLVD.

SUITE 300

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MA

TC

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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

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1317 EXECUTIVE BLVD.

SUITE 300

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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

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SEE GEN.

NOTE 3

E 2633266.92 N 425427.77E 2633225.29

N 425384.64

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BEGIN

1" = 30'A1 SITE DEMOLITION PLAN - AREA 2A

DEMOLITION NOTES

GENERAL NOTES

N A

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SUITE 300

CHESAPEAKE, VA 23320

PLAN

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KEY PLAN

N A

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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

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOCLOC

LOC

LO

C

LO

C

LO

C

LO

C

LOCLOCLOC

LO

C

LOCLOCLOC

LO

C

LO

C

LO

C

LO

C

LOC LOC

LOCLOC

LO

C

LO

C

LO

C

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

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

MA

TC

H

LIN

E

SH

EE

T

CD

MATCH LINE SHEET CD104

PLAN

NORTH

KEY PLAN

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. 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 .