1596300_dwg_12of35_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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LOC
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LOCLOCLOC
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.5
25.0
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24.0
.025 .0
27.0
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25.0
25.0 27.0
26.0
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26.0 26.0
.0
.0
.0
24.0
24.024.025.025.0
25.0
25.0
27.026.0
25.0
27.0
27.0
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NG
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X X X X X
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6TH AVENUE
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NO PARKING
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LANE
NO
P
AR
KI
NG
LANE
FIRE
NO PARKING
P
FI
RE P
FIRE
P
LANE
FIRE
P
X
SEE SHEET CS101, CS111, AND CS121
SEE SHEET CS102 AND CS122 SEE SHEET CS102A
TA
XI
W
AY
H
BID OPTION - MAINTENANCE ROAD
BID OPTION - MTRACON/RMD PARKING
1" = 100'A2 OVERALL SITE 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
100' 200'
KEY PLAN
PLAN
NORTH
GENERAL SITE NOTES
1. BUILDING COORDINATES ARE MEASURED AT THE OUTSIDE FACE
OF BUILDING FOUNDATION. CURB COORDINATES ARE
MEASURED TO THE FACE OF CURB. PAVEMENT AND SIDEWALK
COORDINATES ARE MEASURED TO THE EDGE OF PAVEMENT.
2. ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE INDICATED.
3. PLACEMENT OF ASPHALT SURFACE COURSE SHOULD NOT
OCCUR UNTIL ALL MAJOR CONSTRUCTION HAS BEEN
COMPLETED FOR PAVEMENT AREAS SUBJECT TO
CONSTRUCTION TRAFFIC. RESTRICT MOVEMENT OF
CONSTRUCTION EQUIPMENT OVER AGGREGATE BASE COURSE
AND INCREASE DEPTH OF BASE COURSE AS NECESSARY TO
ACCOMMODATE CONSTRUCTION TRAFFIC.
4. UNDERLYING BASE COURSE FOR ALL PAVEMENT AREAS SHOULD
EXTEND A MINIMUM OF TWO FEET BEYOND THE EDGE OF
SURFACE COURSE. IS
SU
ED
F
OR
B
ID
/18 /22
CS100
X
ROTATION= -44.30598240
R O
TA
TI
O N
=45 .6
PLAN
NORTH
CS101
CS102
CS102A
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
LO
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6TH AVENUE
FIRE PUMP
HOUSE
ATCT
FFE 28.00
RMD
FFE 28.00
MTRACON
FFE 28.00
X
XX
X X
X
X X
X
XXXX
X X
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X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
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XXXXXX
X
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NO
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NG NO PARKING
D
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CO
BEGIN
BEGIN
BEGIN
4TYP
8 BEGIN
BEGIN 1
1 END
LIMITS OF CONSTRUCTION
1BEGIN 3
1END
END
8 END
3 END
24'
BEGIN
9 END
9 END
11 26'
15'
13 TYP
9BEGIN
9 END
13TYP
16 16
12'
12'
24 END
24 BEGIN
TYP
46'
EACH SIDE
A1 SITE PLAN - AREA 1
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
PLAN
NORTH
KEY PLAN
1" = 30' 0
SCALE IN FEET
30' 60'
PLAN
NORTH
1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.
2. SEE SHEET CS100 FOR OVERALL SITE PLAN.
3. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235
AND BUILDING 144 DEMOLITION DESIGN DOCUMENTS.
IS
SU
ED
F
OR
B
ID
CS101
CS102
CS102A
WORK NOTES
1. CONCRETE CURB AND GUTTER
2. CONCRETE HEADER CURB
3. CURB TAPER
4. 90° PARKING SPACE
5. ADA PARKING SPACE
6. PEDESTRIAN TURNSTYLE
7. SECURE PERSONNEL GATE W/ CARD READER
8. FE-6-TR-84 CHAIN-LINK FENCE
9. CABLE REINFORCING FOR CHAIN-LINK FENCE
10. SCREENED CHAIN-LINK FENCE
11. K4 RATED MOTORIZED SLIDE GATE, SIZE AS INDICATED
12. MANUAL DOUBLE SWING GATE
13. BOLLARD
14. CHEVRON STRIPING
15. REPLACE SIDEWALK FOR UTILITY INSTALLATION
16. CARD READER LOCATION
17. CURB RAMP, SEE NCDOT 848.05
18. CURB RAMP, SEE NCDOT DIRECTIONAL RAMP TYPE 1B
19. 10' X 10' CANOPY
20. KNOX BOX
21. ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWIINGS
22. DIESEL GENERATOR, SEE ELECTRICAL DRAWINGS
23. DIESEL STORAGE TANK, SEE ELECTRICAL DRAWINGS
24. AGGREGATE MAINTENANCE ROAD
25. LIMITS OF TEMPORARY METAL SHEETING FOR ATCT
FOUNDATION INSTALLATION.
HATCH LEGEND
A1
CS504B2
CS505
B1
CS503 B3
CS503A1
CS509
A1
CS507
A3
CS509
A1
CS511
B1
CS514C4
CS509
A1
CS505
X
A4
CS509
A2
CS504A2
CS503 C1
CS505
LANDSIDE HEAVY DUTY
ASPHALT PAVEMENT
LANDSIDE LIGHT DUTY
ASPHALT PAVEMENT
SIDEWALK
C2
CS516
A4
CS516
C1
CS505
A4
CS502AGGREGATE
MAINTENANCE ROAD
CS101
C1 S-511
EXTERIOR EQUIPMENT
PAD
LANDSIDE CONCRETE
PAVEMENT
C3
CS516
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
LOCLO
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X X
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XX
X X X X
O
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OFA
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OFA
O
FA
OFA OFA OFA OFA OFA OFA OFA OFA
O
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O
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O
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OFA
OFA
OFA
OFA
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X X X X X
NO PARKING
LANE
LANE
NO PARKING
LA
NE
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RE
NO PARKING
P
FIRE
P
FIRE
P
LANE
FIRE
P
AIRFIELD
OPERATIONS
BUILDING
X X X
XX
XX
D
CO
CO
CO
CO
16'16'
BEGIN END
BEGIN
END
TYP
TYP
BEGIN, TIE
TO EXISTING
END
TYP
TYP
END
END
END
END
BEGIN
BEGIN
BEGIN
END
END
END
BEGIN
BEGIN
BEGIN
END
TYP
BEGIN
BEGIN
BEGIN
END
END
BEGIN, TIE
TO EXISTING
TYP
725 22 2427 23
11 39
BID OPTION
VEHICLE CANOPY
1 TYP
SEE SHEET CU102 FOR
EXTENTS OF LANDSIDE
HEAVY DUTY ASPHALT
REQUIRED FOR UTILITY
TRENCH
34 34
A1 SITE PLAN - AREA 2
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
PLAN
NORTH
WORK NOTES
KEY PLAN
1" = 30' 0
SCALE IN FEET
30' 60'
PLAN
NORTH
1. BOLLARD
2. REMOVABLE BOLLARD
3. 90° PARKING SPACE
4. WHEEL STOP
5. CHEVRON STRIPING
6. ENCLOSED DUMPSTER PAD
7. FE-6-TR-84 CHAIN-LINK FENCE
8. MOTORIZED SLIDE GATE, 20' CLEAR OPENING
9. MANUAL DOUBLE SWING GATE, SIZE AS INDICATED
10. CONCRETE STOOP, TYPE A
11. CONCRETE STOOP, TYPE B
12. RED CARPET MARKING, 5' WIDE NON-REFLECTIVE RED STRIPE
13. CONNECT TO P-235 SIDEWALK
14. CONNECT TO P-235 RECONSTRUCTED 6TH AVENUE
15. FLIGHT LINE SERVICE ROAD EDGE MARKING
16. FLIGHT LINE SERVICE ROAD CENTERLINE MARKING
17. FLIGHT LINE SERVICE ROAD STOP BAR MARKING
18. FLIGHT LINE RESTRICTED AREA RED LINE MARKING
19. PEDESTRIAN WALK WAY MARKING, 8" WHITE
20. LANDSIDE SERVICE ROAD MARKING, 4" WHITE
21. COOLING TOWER EXTERIOR EQUIPMENT PAD, SEE MECHANICAL
AND STRUCTURAL SHEETS
22. DIESEL GENERATOR, SEE ELECTRICAL SHEETS
23. TRANSFORMER, SEE ELECTRICAL SHEETS
24. MANUAL TRANSFER SWITCHES, SEE ELECTRICAL SHEETS
25. LOAD BANK, SEE ELECTRICAL SHEETS
26. DIESEL FUEL STORAGE TANK, SEE ELECTRICAL SHEETS
27. 3-WAY SWITCH, SEE ELECTRICAL SHEETS
28. ELECTRICAL EXTERIOR EQUIPMENT PAD, SEE STRUCTURAL
SHEETS
29. LIMITS OF BUILDING 131 DEMOLITION SHOWN FOR REFERENCE
ONLY
30. NEW ELECTRONIC SCALE, SEE ELECTRICAL AND STRUCTURAL
SHEETS
31. BID OPTION VEHICLE CANOPY, SEE ARCHITECTURAL SHEETS
32. DETECTABLE WARNING DOMES, SEE NCDOT STANDARD DETAIL
848.05
33. CONCRETE CURB AND GUTTER
34. 8' WHITE STENCILED LETTERS PAVEMENT MARKINGS. IN
ACCORDANCE WITH BASE STANDARDS OR AS DIRECT BY COR.
35. CROSSWALK STRIPING, SEE NCDOT STANDARD DETAIL 1205.07
36. CONCRETE SIDEWALK
37. CURB RAMP, SEE NCDOT STANDARD DETAIL 848.05
38. CARD READER, SEE TELECOMMUNICATIONS SHEETS
39. CONCRETE STOOP, TYPE C
A2
CS504
1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.
2. SEE SHEET CS100 FOR OVERALL SITE PLAN.
3. SEE SHEET CS142 FOR AIRFIELD PAVEMENT JOINTING PLAN.
4. SEE SHEET CS152 FOR AIRFIELD PAVEMENT JOINTING ELEVATION PLAN.
5. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235 DESIGN
DOCUMENTS.
IS
SU
ED
F
OR
B
ID
A4
CS504 B1
CS503B2
CS503
A1
CS507A1
CS506 C4
CS509B3
CS504 B3
CS504
D3
CS503D3
CS503 D1
CS503
MATCH LINE SHEET CS102A
A2
CS503C1
CS508
A1
CS504
C1
CS505
X
HATCH LEGEND
C4
CS516
LANDSIDE HEAVY DUTY
ASPHALT PAVEMENT
LANDSIDE CONCRETE
PAVEMENT
SIDEWALK
C2
CS516
C3
CS516
C1
CS505
AIRSIDE CONCRETE
PAVEMENT
CS102
CS101
CS102
CS102A
D3
CS503
C1 S-511
EXTERIOR EQUIPMENT
PAD
B3
CS504
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
LO
C
LO
C
LO
C
O
FA
O
FA
O
FA
O
FA
O
FA
A1 SITE PLAN - AREA 2
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
PLAN
NORTH
KEY PLAN
1" = 30' 0
SCALE IN FEET
30' 60'
PLAN
NORTH CS101
CS102
1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.
2. SEE SHEET CS100 FOR OVERALL SITE PLAN.
3. SEE SHEET CS142A FOR AIRFIELD PAVEMENT JOINTING PLAN.
4. SEE SHEET CS152A FOR AIRFIELD PAVEMENT JOINTING
ELEVATION PLAN.
IS
SU
ED
F
OR
B
ID
WORK NOTES
1. AIRSIDE CONCRETE PAVEMENT C4
CS501
X
MATCH LINE SHEET CS102
CS102A
HATCH LEGEND
C4
CS516
AIRSIDE CONCRETE
PAVEMENT
CS102A
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
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
LO
C
LOCLOCLOC
LO
C
LOCLOCLOCLOCLOCLOCLOCLOC
LOC
LOCLOC
LOCLOC
LO
C
LOC
LOC
LOC
LO
C
LOC
LOC
LOC
LOC LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC LOC
LOC
LOC
LOC
LOC
6TH AVENUE
ATCT
FFE 28.00
RMD
FFE 28.00
NO PARKINGNO
P
AR
KI
NG
MTRACON
FFE 28.00
X
XX
X X
X
X X
X
X
X
XXXX
X X
X X
X X
X X
X X
X X
X X
X X
X
X X X X
X X
X
X X
X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
XXXXXX
D
CO
S S
S
CO
CO
S
S
S
CO
CO
CO
2END
BEGIN
TYP4
TYP
TYP
TYP
TYP
6TYP
BID OPTION - MTRACON/RMD PARKING
BID OPTION - MAINTENCE ROAD
CURB KNOCKOUT
2' - 0"
A1 BID OPTION SITE PLAN - AREA 1
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
PLAN
NORTH
KEY PLAN
1" = 30' 0
SCALE IN FEET
30' 60'
PLAN
NORTH
1. SEE SHEET C-001 FOR SURVEY AND CIVIL NOTES AND LEGENDS.
2. SEE SHEET CS100 FOR OVERALL SITE PLAN.
3. WORK NOTES SHOWN ON THIS SHEET ONLY INDICATE BID
ALTERNATE ITEMS. SEE SHEET CS101 FOR WORK ITEMS
PERTAINING TO BASE BID.
4. EXISTING CONDITIONS SHOWN INCLUDE CURRENT PROJECT P-235
AND BUILDING 144 DEMOLITION DESIGN DOCUMENTS.
IS
SU
ED
F
OR
B
ID
CS111
CS102
CS102A
WORK NOTES
1. SIDEWALK CULVERT
2. CONCRETE HEADER CURB
3. CURB TAPER
4. 90° PARKING SPACE
5. ADA PARKING SPACE
6. MOTORCYCLE PARKING SPACE
7. BARRIER ARM AND CARD READER
8. PEDESTRIAN CROSSWALK, SEE NCDOT DETAIL 1205.07
HATCH LEGEND
C4
CS505B2
CS505
B1
CS503 B3
CS503
A1
CS510
A1
CS505
A3
CS503
X
SEE GENERAL NOTE 3
LANDSIDE HEAVY DUTY
ASPHALT PAVEMENT
C2
CS516
LANDSIDE LIGHT DUTY
ASPHALT PAVEMENT
SIDEWALK
C3
CS516
C1
CS505
LANDSIDE CONCRETE
PAVEMENT
A4
CS516
CS111
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
| CS100 - OVERALL SITE PLAN |
| CS101 - SITE PLAN - AREA 1 |
| CS102 - SITE PLAN - AREA 2 |
| CS102A - SITE PLAN - AREA 2 |
| CS111 - BID OPTION SITE PLAN - AREA 1 |
2022-08-15T07:01:58-0400
2022-08-15T07:02:11-0400
2022-08-15T07:02:13-0400
2022-08-15T07:02:14-0400
2022-08-15T07:02:16-0400
| 2022-09-22T09:01:12-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T09:01:28-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T09:01:28-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T09:01:29-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T09:01:30-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T09:01:55-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T09:02:09-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T09:02:10-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T09:02:11-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-09-22T09:02:11-0400 | |
| 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 .