P-152 ATCT_ADDENDUM 1 (2021-06-02).pdf
PDF 2 MB Posted
- Attached to
- P152 AIR TRAFFIC CONTROL TOWER DESIGN BID BUILD
- Solicitation number
- N4008021R7290
About this file
This solicitation requests proposals for the construction of a new Air Traffic Control Tower at Webster Outlying Field in Maryland. The Navy is seeking to replace the existing tower and demolish the existing structure once the new tower is operational.
The solicitation includes requirements for associated site work such as roads, parking, and utilities to support the new tower. Offerors should also include any temporary measures needed to minimize downtime of the current tower during transition to the new facility. The selected contractor will be responsible for design and construction of the Air Traffic Control Tower and accompanying site improvements. Proposals are due by the date specified in the solicitation. The Navy intends to award a firm fixed-price construction contract for completion of the project.
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BASELINE(TYP)
N 176997.33
E 1477128.21
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W
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N
W
CONCRETE CURB
LIGHT DUTY
ASPHALT PAVEMENT
18.50 (TYP)
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N 177045.50
E 1477277.28
N 177093.31
E 1477285.38
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5.00
103.24°
8.00
15.35
21.00
20.00 (TYP)
8.00
5.00
8.00
6.67
92.18
20.00
45.18
10.32
6.00
(TYP)
9.00
N 177123.65
E 1477326.75
N 177081.56
E 1477344.93
N 176970.67
E 1477285.56
N 177003.41
E 1477331.68
20.00
R15 (TYP)
R25.00 (TYP)
11.24
CENTER OF TOWER
N 177075.05
E 1477244.91
9.00
(TYP)
9.39
1.50
4.17
3.00
0 25 50 75
1" = 25'
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APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
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DRW CHK
UNCLASSIFIED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
W A
S H
I N
G T
O N
D
C
N40080-17-D-0018
DAVID A. WOLFEL
DAVID A. WOLFEL
JASON GRIMES
CHERI COOPER - JESUS TORRES
CS101
AS INDICATED
S I T
E
L A
Y O
U
T
E R
I A
A
N
DPD
SRDSRD
MATCHLINE - SEE SHEET CS 102
KEYED NOTES
LEGEND
EMERGENCY
ACCESS ROAD
CONCRETE
PAVEMENT
1. CONCRETE PAD FOR CHILLERS, (SEE
STRUCTURAL PLAN FOR SIZE)
2. CONCRETE PAD FOR GENERATOR, (SEE
ELECTRICAL PLAN FOR SIZE)
3. CONCRETE PAD FOR TRANSFORMER,
(SEE ELECTRICAL PLAN FOR SIZE)
4. PROVIDE DOWELED TRANSVERSE JOINTS
WITH TIE JOINTS ALONG THE
CENTERLINE. SEE JOINTING PLAN SHEET
CS502
5. PUMP STATION; SEE SHEET CU103 FOR
DETAILS.
6. PERSONNEL GATE WITH PIN PAD/CARD
READER AND REMOTE VIDEO FOR GUEST
ACCESS
7. HANDICAP PARKING SIGN R7-8
8. CHAIN LINK SECURITY FENCE W/3
STRANDS OF BARBED WIRE, FABRIC
HEIGHT 7'
9. CONCRETE EMERGENCY VEHICLE
ACCESS ROAD
10. 6' WIDE CONCRETE SIDEWALK (TYP)
11. BOLLARDS (TYP OF 14)
12. MANUAL DOUBLE SWING GATE WITH PAD
LOCK.
13. FIRST FLOOR FOOTPRINT
14. SNOW MELT SYSTEM (4'X4') CENTERED
ON DOOR/ACTIVE LEAF (TYP). SEE
ELECTRICAL PLANS FOR DETAILS.
15. PERSONNEL GATE WITH PAD LOCK
16. SITE LIGHTING FIXTURE, SEE ELECTRICAL
PLANS FOR DETAILS
17. MOW STRIP
LOD
LIMIT OF
DISTURBANCE
MOW STRIP
LIGHT DUTY
ASPHALT
PAVEMENT
M D
E
S
F
PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY
THAT THESE DOCUMENTS WERE PREPARED OR
APPROVED BY ME, AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MARYLAND,
LICENSE NO. 45292
EXPIRATION DATE: 5/21/2022
GENERAL SHEET NOTES
1. SEE ARCHITECTURAL PLANS FOR BUILDING
DIMENSIONS
CONCRETE
SIDEWALK
F
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S
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M I T
T A
L
13133139
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ASPHALT
PAVEMENT
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CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
D E
P A
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M E
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<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
S A
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A R
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DRW CHK
UNCLASSIFIED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
W A
S H
I N
G T
O N
D
C
N40080-17-D-0018
DAVID A. WOLFEL
DAVID A. WOLFEL
JASON GRIMES
CHERI COOPER - JESUS TORRES
CS501
AS INDICATED
S I T
E
D
E T
A I L S
DPD
SRDSRD
COMPACTED SUBGRADE
COMPACTED GRAVEL
24" DIA. CONCRETE ENCASEMENT
FINISHED GRADE SURFACE
TREATMENT VARIES
4" DIA. STEEL PIPE FILLED WITH
YELLOW CONCRETE
CONCRETE FILL
ROUNDED CONCRETE CAP
4'
3'
6"
6" UNTREATED AGGREGATE BASE
COURSE (MDSHA STD) COMPACTED TO
95% MODIFIED PROCTOR
2.5" ASPHALT SURFACE
COURSE (MDSHA STD)
2"R
6"
4"
SURFACE
BASE
SUBBASE
CS501
C2
HANDICAPPED PARKING
NTS
C PARKING STALL
L
1'-0"
8'-0" FOR
VAN
5" TYP
4"
10"
4'-0"
6"
6"
R=18"
R=13"
6"
18"
6"
20"
4"
12"
R=5"
6"
26"
9°
1"
4'-0" EDGE OF PVMT
5'-0"
4"
SLOPE TO DRAIN 1/4": 1' - 0"
NOTES:
1. PROVIDE TRANSVERSE CONTRACTION JOINT EVERY 5'-0".
2. WHERE SIDEWALK ABUTS THE BUILDING, CURB, OR
OTHER FIXED SURFACE, PROVIDE AN EXPANSION JOINT
CS501
A4
CONCRETE SIDEWALK
NTS
6X6- W1.4 X W1.4 WWF
1"
SEE PLAN FOR WIDTH
SEE BOLLARD DETAIL B4
2"
1'-6"
5'-0" MIN.
7'-0" MAX.
RE:CS101 FOR SIGNAGE
TYPE PLACEMENT
R7-8
RESERVED
PARKING
CS501
C1
TYPICAL BOLLARD DETAIL
NTS
CS501
B2
HANDICAPPED PARKING
NTS
CS501
D4
CONCRETE CURB
NTS
CS501
B3
HANDICAPPED PARKING
NTS
CS501
A1
LIGHT DUTY ASPHALT
NTS
NOTE:
STEEL PIPE COLOR YELLOW POWDER COATED
4"
FINISHED GRADE,
SLOPE AWAY FROM
SIDEWALK (TYP.)
BROOM FINISH
COMPACTED SUBGRADE
FINISHED GRADE
4" - 6" RIVER JACKS
GRAY TO BEIGE COLOR
6" x 12" CONCRETE CURB
BUILDING WALL
WEED BARRIER FABRIC
CS501
B1
MOW STRIP DETAIL
NTS
3' TYP*
3"
6"
1"
SIGN DETAIL (R7-8)
SIGN BASE DETAIL
DETAIL
PAVEMENT
f' c
=3,500 psi MIN f' c
=3,500 psi MIN f' c
=3,500 psi MIN
*SEE PLAN FOR VARIABLE WIDTH AT MECHANICAL EQUIPMENT
2" ASPHALT SURFACE
COURSE (MDSHA STD)
6" UNTREATED AGGREGATE BASE
COMPACTED TO 95% MODIFIED PROCTOR
SUBGRADE COMPACTED TO
95% MODIFIED PROCTOR
CS501
A2
HEAVY DUTY ASPHALT
NTS
PAVEMENT
2" ASPHALT TREATED
AGGREGATE BASE COURSE
SUBGRADE COMPACTED TO
95% MODIFIED PROCTOR
13133141
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X
10' TYP
12.5' TYP
M A
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P P
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
D E
P A
R T
M E
T
V
Y N
A V
A L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
<<PM-DM>>
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
S A
I N
T
I N
I G
O E
S
M
D
1615009
W E
B S
T E
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F
I E
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N A
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M A
N D
W
A S
H I N
G T
O N
T H
E
N
A V
Y
Y
A R
D
DRW CHK
UNCLASSIFIED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
W A
S H
I N
G T
O N
D
C
N40080-17-D-0018
DAVID A. WOLFEL
DAVID A. WOLFEL
JASON GRIMES
CHERI COOPER - JESUS TORRES
CS502
AS INDICATED
S I T
E
D
E T
A I L S
DPD
SRDSRD
CONCRETE PAVEMENT (650 FLEX)
6"
6" CONCRETE
SUBGRADE COMPACTED TO 95%
MODIFIED PROCTOR
UNTREATED AGGREGATE BASE
COURSE (MSHA STD) COMPACTED
TO 95% MODIFIED PROCTOR
NOTES:
1. SEE THIS SHEET FOR PREFERRED JOINTING
PLAN. PROVIDE FINAL JOINTING PLAN TO COR
FOR APPROVAL PRIOR TO CONSTRUCTION.
2. PROVIDE CONCRETE WITH A MINIMUM
FLEXURAL STRENGTH OF 650 PSI AT 28 DAYS
OF AGE.
3. AIR ENTRAINMENT 5.5% (± 1.5%); MAX SLUMP
3-INCHES; MIN 1.5-INCHES; MAXIMUM
WATER-CEMENT RATIO IS 0.40 BASED ON
ABSOLUTE VOLUME EQUIVALENCY METHOD
DESCRIBED IN ACI 211.1.
4. PROVIDE A MIX DESIGN REPORT TO THE COR
A MINIMUM OF 30 DAYS PRIOR TO THE START
OF CONCRETE ROADWAY CONSTRUCTION.
REPORT MUST INCLUDE FLEXURAL STRENGTH
TEST RESULTS
CS502
B2
EMERGENCY ACCESS ROAD
NTS
CONCRETE PAVEMENT
CS502
A3
JOINTING PLAN
NTS
LEGEND
NOTE:
PAVEMENT
THICKNESS
1.75"
1.5"
TABLE 3 (SAWCUT)
6"
7"
FIRST SAWCUT
TABLE 1
MINIMUM
DOWEL DIAMETER
MINIMUM
DOWEL LENGTH
MAXIMUM
DOWEL SPACINGTHICKNESS
PAVEMENT
LESS THAN 8"
8" To 11"
12"
12"
16"
16"
3/4"
1"
WELDED WIRE FABRICMINIMUM REQUIRED
AREA OF STEEL
(SQ. INCHES/FOOT)
PAVEMENT
THICKNESS
(INCHES)
TABLE 2
4x4-W1.4xW1.4
6x6-W2.0xW2.0
4x4-W1.4xW1.4
6x6-W2.9xW2.9
0.0366
7 0.042
0.0488
4x4-W2.0xW2.0
6x6-W2.9xW2.9
2"8"
NOTE:
DOWELS THAT FALL WITHIN 9-1/2" OF A SAW CUT JOINT MUST BE REMOVED.
MAXIMUM DISTANCE BETWEEN DOWELS AT ANY LOCATION MUST BE 21-1/2"
REINFORCED PAVEMENT SECTION WITH STEEL
WELDED WIRE FABRIC OF THE SIZES SHOWN IN
TABLE 2. SEE THIS SHEET FOR REINFORCED
PAVEMENT LOCATIONS. OTHER WWF SIZES MAY
BE USED PROVIDED THE STEEL AREA (SQUARE
INCHES PER FOOT) IN THE LONGITUDINAL AND
TRANSVERSE DIRECTIONS IS EQUAL TO OR
EXCEEDS THAT SHOWN IN TABLE 2. MAXIMUM
BAR SPACING MUST NOT EXCEED SLAB
THICKNESS.
0.04810
4x4-W2.0xW2.0
6x6-W2.9xW2.9
2.25"10"
GENERAL SHEET NOTES
T/4 + 1"
T
XXXXXX
NOTE:
T = PAVEMENT THICKNESS
REINFORCED PAVEMENT SECTION
1/2" WIRE SPACING
OR 3" MAX.
L
L
M I N
JOINT
DOWEL OR
TIE BAR
6" MIN
12" MAX
1. SEE GENERAL SHEET NOTES FOR ADDITION INFORMATION.
2. REFER TO TABLE 2 (THIS SHEET) FOR REQUIRED WELDED
WIRE FABRIC SIZE.
3. FOR CONTRACTION JOINTS, THE SAW CUT WILL NOT EXTEND
BELOW THE REINFORCING.
4. FOR LONGITUDINAL CONTRACTION AND TRANSVERSE
CONSTRUCTION JOINTS, THE REINFORCING STEEL IS CARRIED
THROUGH THE JOINT.
5. REINFORCED IS REQUIRED FOR ODD-SHAPED SLABS AND AS
NOTED ON JOINTING PLAN.
CS502
C2
NTS
CS502
A3
DOWEL BAR LOCATION DETAIL
NTS
CS502
A2
SLAB REINFORCEMENT DETAIL
NTS
CONCRETE PAVEMENT
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T 2
D 2 T 2
D 2
CONTRACTION JOINT DETAILS
CS502
C2
CONSTRUCTION JOINT
NTS
F
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S
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M I S
S I O
N
A
D D
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D U
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SEAL
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REINFORCED PAVEMENT SECTION
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LONGITUDINAL CONTRACTION JOINT (DEFORMED TIE BARS)
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TRANSVERSE CONTRACTION JOINT (DOWELED)
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1. LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS DO LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS DO NOT REQUIRE INITIAL SAW CUT. 2. TRANSVERSE CONSTRUCTION JOINTS MAY BE USED ONLY AS TRANSVERSE CONSTRUCTION JOINTS MAY BE USED ONLY AS APPROVED BY THE COR. 3. THE BACKER ROD MATERIAL MUST BE COMPATIBLE WITH THE THE BACKER ROD MATERIAL MUST BE COMPATIBLE WITH THE SEALANT AND SLIGHTLY OVERSIZED TO PREVENT MOVEMENT DURING THE JOINT SEALING OPERATION. 4. RESIDUAL MATERIAL REMAINING IN THE JOINTS AFTER RESIDUAL MATERIAL REMAINING IN THE JOINTS AFTER SAW-CUTTING MUST BE REMOVED PRIOR TO INSTALLATION OF BACKER ROD OR ROPE. 5. CORRECT WIDTH OF JOINTS FOR 68 F. CORRECT WIDTH OF JOINTS FOR 68° F.SLAB REINFORCEMENT NOTES: 1. WELDED WIRE FABRIC MUST BE OVERLAPPED FOR A DISTANCE WELDED WIRE FABRIC MUST BE OVERLAPPED FOR A DISTANCE EQUAL TO AT LEAST ONE SPACING OF THE WIRE IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER. 2. FOR CONTRACTION JOINTS, THE SAW CUT MUST NOT EXTEND FOR CONTRACTION JOINTS, THE SAW CUT MUST NOT EXTEND BELOW THE REINFORCING. 3. FOR LONGITUDINAL CONTRACTION AND TRANSVERSE FOR LONGITUDINAL CONTRACTION AND TRANSVERSE CONSTRUCTION JOINTS, THE REINFORCING STEEL IS CARRIED THROUGH THE JOINT. 4. REINFORCED IS REQUIRED FOR ODD-SHAPPED SLABS. REINFORCED IS REQUIRED FOR ODD-SHAPPED SLABS. 5. AN ODD-SHAPED SLAB IS ONE IN WHICH THE LONGER AN ODD-SHAPED SLAB IS ONE IN WHICH THE LONGER DIMENSION EXCEEDS THE SHORTER DIMENSION BY MORE THAN 25 PERCENT OR A SLAB WHICH ESSENTIALLY IS NEITHER SQUARE NOR RECTANGULAR, OR HAS UNMATCHED JOINTS WITH AN ADJACENT SLAB.
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OR EDGE
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%%ULONGITUDINAL
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EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL MAY BE USED
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PAINT AND OIL ONE END OF DOWEL
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REFER TO TABLE FOR DOWEL DIAMETER (D), MINIMUM LENGTH AND MAXIMUM SPACING
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NO. 5 DEFORMED STEEL TIE BARS 2'-6" LONG AND SPACED 2'-6" ON CENTERS.
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T = PAVEMENT THICKNESS
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1/2 DOWEL LENGTH
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BUTT JOINT
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SEE TABLE 1 FOR
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SIZE AND SPACING
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PAINT AND OIL ONE
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END OF DOWEL
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TRANSVERSE OR LONGITUDINAL
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DOWELED JOINT
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JOINT SEALANT
NOTES: 1. CONSTRUCTION JOINTS MUST BE INSTALLED AT THE END OF EACH DAY'S PAVING OPERATION AND AT OTHER POINTS WITHIN A PAVING LANE WHERE THE PLACING OF CONCRETE IS DISCONTINUED A SUFFICIENT LENGTH OF TIME FOR THE CONCRETE TO START TO SET. 2. TRANSVERSE CONSTRUCTION JOINTS MUST BE LOCATED IN PLACE OF OTHER REGULARLY SPACED TRANSVERSE JOINTS.
DN
UP
A3
A-301
A1
A-301
STAIR NO.1
ELEVATOR
MECH / PLUMB
CHASE
MECHANICAL
ELEVATOR LOBBY
202A
202B
A3
A-310
A-202
A3
A-202
A1
A-201
A3
A-201
A1
A
D
C
B
A-401
C3
A-401
D3
A1
A-310
A2
A-310
0"
8' - 0" 16' - 0" 24' - 11"
48' - 11"
4'
0"
2B
2C
2C
0E
2C
1A
2B
7'
7'
9"
15' - 7"
A
LI
G N
1' - 8"
ELEC CHASE
105B
TYP
FD
FD
TYP
10' - 5"
TYP
TYP
TYP
TYP
FD
A-503
B1
A-503
A1
B1
A-511
A1
A-511
C2
A-511
C1
A-513
A-502
C1
SIM
TYP
A4
A-511
TYP
B2
A-513
TYP
TYP
TYP
TYP
TYP
A4
A-502
A4
A-502
SIM
OH
L1
GENERAL SHEET NOTES
1. SMOKE AND FIRESTOP PENETRATIONS THROUGH FIRE-RESISTANCE RATED
BARRIERS.
1. ASSEMBLIES PROVIDED TO SMOKE AND FIRESTOP PENETRATIONS AT
FIRE RATED BARRIER PARTITIONS/WALLS MUST HAVE AS "F" AND "L"
RATING.
2. ASSEMBLIES PROVIDED TO SMOKE AND FIRESTOP PENETRATIONS AT
FIRE RATED FLOORS MUST HAVE AN "F", "L", AND, "W" RATING.
2. ROOF ASSEMBLY MUST HAVE MINIMUM 7" RIGID INSULATION, EXCEPT AT
ROOF ENTRANCE CANOPY.
KEYED NOTES -
N
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> C. COOPER-J. TORRES
BRANCH MANAGER DAVID WOFFEL
CHIEF ENG/ARCH DAVID WOFFEL
FIRE PROTECTION JASON GRIMES
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
AS INDICATED
/2
/2
:3
:2
P
M
A -1
F
L O
O R
P L A
N
L E
V E
L
A N
D L
O W
E R
R O
O F
P L
A N A-102
23576
S
AI
N T
IN
IG
O E S M D
13133196
1615009
ELR ELR WMS
FL
O O R
P
LA
N
LE
VE
L
AN
D
LO
W E R
R O O F P
LA
N
W E B S
TE
R
FI
E
LD
F Y
M C
O N
P R
O J E
C T
P -1
A T
C T
W
O L
F
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
W
A S
H
IN
G T
O N
W A S H
IN
G
TO
N
D .C
TH
E
N
AV
Y
YA
R D
1/4" = 1'-0"A1
FLOOR PLAN - LEVEL 2 AND LOWER ROOF PLAN
GRAPHIC SCALE 1/4" = 1'-0"
2' 4' 8' 12'
1 CIP CONC WALL, REFER TO STRUC
2 HOISTWAY ENTRAPMENT PROTECTION CLEAR AREA, 1'-8" X 3'-0
3 DOWNSPOUT AND CONDUCTOR BOX W/ OVERFLOW
4 ROOF CRICKET
5 ARROW INDICATES SLOPE OF ROOF ASSEMBLY
6 PARAPET
7 ROOF ENTRANCE CANOPY WITH INTERNAL GUTTER
8 3'-0" X 3'-6" ROOF HATCH W/ SAFETY RAILING AND RAILING (SWING) GATE
9 LOUVER PENTHOUSE, REFER TO MECH
10 THROUGH-WALL SCUPPER, REFER TO PLUMB
11 VENT, REFER TO PLUMB
12 CONC MAINTENANCE PAD, REFER TO STRUC
13 DOWNSPOUT
14 MECH, REFER TO MECH
15 ROOF WALKING PAD
16 DUCT MOUNTING PEDESTAL
17 OVERFLOW SCUPPER, REFER TO PLUMB
18 WALL MOUNTED DRY CHEMICAL FE
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
F
IN
A
L S
U B
M
IS
S
IO
N
/0
/2
A
D D
E N
D U
M
/0 /2
LEVEL 1
0' - 0"
LEVEL 2
13' - 7 1/2"
LEVEL 8 - ROOF
100' - 0 1/2"
LEVEL 7 - CAB
84' - 6 1/2"
LEVEL 3
27' - 3"
LEVEL 4
40' - 10 1/2"
LEVEL 5
54' - 6"
LEVEL 6
68' - 1 1/2"
TOP OF
ANTENNAE
116' - 6 1/2"
CONTROLLER EYE
LEVEL
89' - 6 1/2"
TYP
TYP
1112 7
TYP
TYP
CATWALK LEVEL
80' - 1 1/2"
TOP OF CAB ROOF
PARAPET
103' - 6 1/2"
TOP OF LOW
ROOF PARAPET
CONC WALL
20' - 0"
TYP
L10
L1
TYP
TYP
A-203
C3
BEYOND
ELEVATION VARIES
TYP
TYP
1 AD
C B
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
EQ EQ
TYP
BEYOND
TYP
TYP
TYP
HIGHLIGHTED AREA INDICATES PROPOSED
IN-SITU CURTAIN WALL MOCK-UP, COORD
ACTUAL IN-SITU MOCK-UP W/ COR
GENERAL SHEET NOTES
1. REFER TO SHEET A611 FOR EXTERIOR MATERIALS FINISH SCHEDULE.
2. COORDINATE PENETRATIONS AND RECESSED EQUIPMENT (JUNCTION
BOXES) IN CIP CONCRETE WALL WITH OTHER DISCIPLINES.
3. SEAL OPENINGS IN CATWALK AND METAL PANEL SCREEN TO PREVENT THE
PASSAGE AND ROOSTING OF BIRDS WITHIN METAL PANEL SCREEN.
KEYED NOTES -
LEGEND
CIP CONCRETE
SHOT BLAST CIP CONCRETE
A
B
C
D
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
D E P A R T M E N T
O F
T H E
N A V Y
N A V A L
F A C
IL
IT
IE
S
E N G
IN
E E R
IN
G
C O M M A N D
DRAWFORM REVISION: 10 MARCH 2009
<<PM-DM>> C. COOPER-J. TORRES
BRANCH MANAGER DAVID WOFFEL
CHIEF ENG/ARCH DAVID WOFFEL
FIRE PROTECTION JASON GRIMES
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
AS INDICATED
/2
/2
:3
:2
P
M
A -2
O
V E
R A
L L B
U
IL
D
IN
G E
L E
V A
T
IO
N S
S
O U
T H
A N
D E
A S
T
A-202 23585
S
AI
N T
IN
IG
O E S M D
13133205
1615009
ELR ELR WMS
O
VE
R
AL
L B U
IL
D
IN
G
E
LE
VA
TI
O N S
S O U
TH
AN
D
E
AS
T
W E B S
TE
R
FI
E
LD
F Y
M C
O N
P R
O J E
C T
P -1
A T
C T
W
O L
F
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
W
A S
H
IN
G T
O N
W A S H
IN
G
TO
N
D .C
TH
E
N
AV
Y
YA
R D
1/8" = 1'-0"A1
OVERALL BUILDING ELEVATION - SOUTH
1/8" = 1'-0"A3
OVERALL BUILDING ELEVATION - EAST
GRAPHIC SCALE 1/8" = 1'-0"
24'4' 8' 16'
1 CIP CONC, CIP-1
2 CAB GLAZING, GL-1
3 CAB MULLION, CTW-1
4 DOWNSPOUT AND CONDUCTOR BOX, DPT-1
5 AIR TERMINAL, REFER TO ELEC
6 RECESS IN CIP CONC WALL WITH SHOTBLAST FINISH
7 HM DOOR AND FRAME, PT-10
8 METAL PANEL SCREEN, IMP-1
9 PLUMB EQUIP, REFFER TO PLUMB
10 IMP-1
11 MECH PIPING, REFER TO MECH
12 MECH EQUIP, REFER TO MECH
13 GLASS GUARDRAIL ASSEMBLY, GL-3
14 OVERFLOW SCUPPER, REFER TO PLUMB
15 LIGHT FIXTURE, REFER TO ELEC
16 METAL CANOPY, MTL-1
17 FIXED LOUVER, LVR-1
18 METAL PANEL JOINT
19 GRADE/SIDEWALK, REFER TO CIVIL
20 DOWNSPOUT, PAINT TO MATCH IMP-1
21 PAINT DUCTWORK TO MATCH IMP-1
22 FIRE ALARM DEVICE, REFER TO FIRE PROTECTION
23 ROOM IDENTIFICATION SIGNAGE, REFER TO INTERIORS
24 WATER METER, REFER TO PLUMB
25 DASHED LINE INDICATES CIP CONC WALL CONTROL JOINT, REFER A2/A-503
26 ELEC EQUIP, REFER TO ELEC
27 FIRE DEPARTMENT CONNECTION, REFER TO FIRE PROTECTION
28 METAL COPING, CPN-1
29 METAL COPING, CPN-2
NOTE: REFER TO ELEVATION A3/A-201 FOR ADDITIONAL INFORMATION NOTE: REFER TO ELEVATION A3/A-201 FOR ADDITIONAL INFORMATION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
F
IN
A
L S
U B
M
IS
S
IO
N
/0
/2
A
D D
E N
D U
M
/0 /2
| Sheets |
| A-102 - FLOOR PLAN - LEVEL 2 AND LOWER ROOF PLAN |
| A-202 - OVERALL BUILDING ELEVATIONS - SOUTH AND EAST |
| 1615009-Addendum#1_Civil 2021-06-10.pdf |
| Sheets and Views |
| CS101 |
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