dwg_anc-atct-100pct-market-survey.pdf
PDF 6 MB Posted
- Solicitation number
- 697DCK-24-R-00166
About this file
This document is a federal government market survey related to a requirement to replace the Anchorage Airport Traffic Control Tower (ANC ATCT) and Anchorage Terminal Radar Approach Control/Base Building (A11 TRACON) at the Ted Stevens Anchorage International Airport in Anchorage, Alaska.
The project involves constructing an approximately 318-foot tall, cast-in-place, post-tensioned concrete ATCT with an approximately 40,000 SF two-story, steel framed base building and TRACON, for a total gross area of approximately 70,000 SF. Work will include site work, parking lot, perimeter fence, and a new Fiber Optic Transmission System (FOTS). The FAA is conducting market research to identify capable contractors, understand the current marketplace, and determine if the competition should be full and open or set aside for small/disadvantaged businesses. The FAA is not seeking or accepting proposals at this time. Interested vendors are asked to provide capability statements addressing their experience, bonding capacity, past performance, and anticipated challenges or impacts on the project.
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Text version
LAKE HOOD
TOM WARDLEIGH DRIVE
SPENARD LAKE
TAXIW
AY F
B PARKING
LA
KE
H O
O D
D R
IV
E
TAXIW
AY F
25 L
7L 7L
25L-7R 25L-7R 25L-7R
25L-7R 25L-7R 25L-7R 25L-7R 25L-7R
25L-7R
25L-7R
L-
7R
L-
7R
7L-25R
7L-25R
7L-25R
7L-25R
7L-25R
7L-25R
7L-25R
7L-25R
25L
25L
L
L
7R-25L 7R-25L 7R-25L 7R-25L
7R
L 25 R
25R - 7L 7L 7L
25R - 7L 25R - 7L
25R - 7L 25R - 7L25R - 7L
25R 25R - 7L 25R - 7L 25R - 7L 25R - 7L25R - 7L
25R - 7L
25R - 7L25R - 7L 25R
15 - 33 15 - 33
15 - 33
33 33
15 - 33 33 -1
-1 515 - 33
15 - 33 15 - 33
15 - 33
15 - 33
15 - 33
15 - 33
-15
-15
HUTSON DRIVE
PO
IN
T W O
R O
N
ZO
F D R
IVE
PO
IN
T W O
R O
N
ZO
F D R
IVE
PO
IN
T W O
R O
N
ZO
F D R
IVE
PO
IN
T W O
R O
N
ZO
F D R
IVE
POINT WORONZOF DRIVE
NORTHERN LIGHTS BLVD.
HU
TS
O N
MUNICIPALITY OF ANCHORAGE
SEWAGE TREATMENT FACILITY
LOCKHEED AVENUE
PO
ST
M
AR
K D
R
IV
E
ROCKWELL AVENUE
PO
STM
AR
K D
R
IVE
PO
STM
AR
K D
R
IVE
AI
RC
RA
FT
D
RI
VE
LAKE SHORE DRIVE
POSTMARK
AIRCRAFT DRIVE
LAKE HOOD DRIVE
LA
KE
H O
O D
D R
IV
E de HAVILLAND AVENUE
LA
N
E
BO
EI
N
G
BOEING AVENUE
AIRCRAFT DRIVE
AIR
DRIVE
H
EL
I
WEST 50TH AVE. WEST 50TH AVE.
OLD INTERNATIONAL AIRPORT ROAD OLD INTERNATIONAL AIRPORT ROAD
OLD
JEW
EL LAKE ROAD
JE
W
EL
L
AK
E
RO
AD
JE
W
EL
L
AK
E
R O
AD
RASPBERRY ROADRASPBERRY ROAD
LAKE
W
ISCONSIN
SP
EN
AR
D
RO
AD
SP
EN
AR
D
AVIATION AVE.
AVIATION AVE.
FL
O
AT
FL
O
AT
PL
AN
E
DR
IV
E
LAKE SHO
RE DRIVE
POSTMARK DRIVE
PO
STM
ARK DRIVE
NO
RTH TUG
RO
AD
NO
RTH TUG
RO
AD
NORTH TUG ROAD
WEST END ROAD
WEST END ROAD
OLDFORD WAY
SOUTH TUG ROAD
SOUTH TUG ROAD
SOUTH TUG ROAD
SOUTH TUG ROAD
SIKORSKY AVE.
HUGHES AVE.
VO
U
G H
T C
IR
C
LE
EN
ST
R O
M C
IR
C
LE
RASPBERRY ROAD
AVIATION
INTERNATIONAL AIRPORT ROAD
FIRE TRAINING AREA
RASPBERRY ROAD
SA
N
D L
AK
E
R O
AD
NORTH TUG ROAD
N O
R
TH
TU
G
R O
AD
N O
R
TH
TU
G
R O
AD
CARL BRADY DRIVE
SO
U
TH
A
IR
PA
R K
PLSOUTH AIRPARK PLACE
BELLANCA W
AY
POSTMARK DRIVE
INTERNATIONAL AIRPORT ROAD
IN
TE
RN
AT
IO
NA
L
A
IR
PO
RT
R
OA
D
LEAR COURT
R U
TA
N
P
LA
C E
SO
UTH AIRPARK PLACE
INTERNATIONAL
AIRPORT
ROAD
D R
IV
E
HAVILLAND
de
AVENUE
ROAD
AVE.
AVENUE
DRIVE
SHORE
DRIVE
PL
AN
E D
R
IV
E
CRAFT
PLA
CE
PO
RT
TOWER ROAD
LOT C
LOT G
LOT F
LOT E
LOT D
INTERNATIONAL AIRPORT ROAD
FI
N
G
ER
FI
N
G
ER
FI
N
G
ER
FI
N
G
ER
C
AR
L
BR
AD
Y
D R
IV
E
TOM WARDLEIGH DRIVE
SO
U
TH
A
IR
C
R
AF
T D
R
IV
E
LO
T H
LAKE SHORE DRIVE
A IRCRAFT DRIVE
HELIO PL
WEST PERIMETER ROAD
WEST PERIMETER ROAD
W
ES
T
PE
R
IM
ET
ER
R O
AD
WEST PERIMETER ROAD
TO
NY
K
NO
W
LE
S
CO
AS
TA
L
TR
AI
L
TO
NY
K
NO
W
LE
S
CO
AS
TA
L
TR
AI
L
TO
NY
K
NO
W
LE
S
CO
AS
TA
L
TR
AI
L
TONY KNOWLES COASTAL TRAIL
TONY KNOWLES COASTAL TRAIL
TONY KNOWLE
S COASTAL T
RAIL
NORTH TUG ROAD
N O
R
TH
TU
G
R O
AD
M
ALO
NE ST
DENALI VIEW
W
AY
KU
LIS
D R
CAPTAIN HILL CT
FREYHOLTZ LN
CICARDO CT
TEST DR
FOX RUN DR
M
ALO
NE ST
LAKE
SHORE
TAXIW
AY
LA
KE
SHORE
TAXIW
AY
AIRSTRIP 14-32
AIRSTRIP 14-32
TAXIWAY Q
TAXIW
AY R
TAXIW
AY R
TAXIWAY S
TAXIWAY T
TAXIWAY U
TAXIWAY U
TAXIWAY M
TAXIWAY M
TAXIWAY V
TAXIW
AY E
TAXIW
AY E
TAXIW
AY E
TAXIWAY L
TAXIWAY K TAXIWAY K TAXIWAY K TAXIWAY K
TA
XI
W
AY
A
TA
XI
W
AY
B
TA
XI
W
AY
C
TAXIWAY C
AI
RG
UA
RD
TAXIWAY D
TA
XI
W
AY
D
TAXIW
AY G
TAXIWAY H
TA
XI
W
AY
J
TAXIW
AY F
TAXIWAY T
TAXILANE V LAKESHO
RE TAXIW
AY
TAXIW
AY Y
TAXIW
AY G
T/W E
C PARKING
B PARKING
A PARKING
E PARKING
H1
H2
H3
H4
TAXIWAY S
TA
XI
W
AY
W
TAXIW
AY Y
TAXIW
AY Y
D PARKING
TAXIW
AY Y
A PARKING
TAXIW
AY E
TAXIW
AY R
TAXIWAY Z
TAXIW
AY R
TAXIWAY P
TA
XI
W
AY
G
TAXIW
AY G
TAXIW
AY G
TAXIW
AY G
TAXILANE V
TAXIW
AY R
TAXIW
AY R
LOT B
LOT A
1000' 0 1000' 2000'
SCALE: 1" = 1000'
NOTES
LEGEND
PROJECT
LOCATION
CONSTRUCTION WORK LIMITS
CO
OK
IN
LE
T
COOK INLET
POINT WORONZOF RD
PO
IN
T W O
R O
N
ZO
F R D
PO
STM
AR
K D
R
LAKE HOOD
W INTERNATIONAL AIRPORT RD
POINT WORONZOF
CONTRACTOR STAGING AREA
AND EMPLOYEE PARKING
CONTRACTOR
STAGING AREA
AND EMPLOYEE
PARKING
EXISTING ATC
TOWER
ANC SAFETY
BUILDING
GATE E01
GATE W2
GATE W1
ANC SOIL DISPOSAL
SOIL DISPOSAL SITE
1. CONSTRUCTION TRAFFIC MUST USE WEST INTERNATIONAL AIRPORT ROAD TO
ACCESS THE AIRPORT.
2. CONSTRUCTION TRAFFIC WILL NOT BE ALLOWED ON NORTHERN LIGHTS BLVD
EAST OF POSTMARK DR.
3. CONTRACTOR HAULING OPERATIONS ARE LIMITED TO THE HAUL ROUTES
SHOWN ON THE PLANS. FOLLOWING CONSTRUCTION COMPLETION,
TEMPORARY ACCESS ROUTES MUST BE REMOVED AND THE GROUND RESTORED
TO ITS ORIGINAL CONDITION.
4. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED ON POINT WORONZOF DRIVE
DURING THE FOLLOWING EVENTS:
· MAYOR'S MIDNIGHT SUN MARATHON
· ALASKA MEN'S RUN
· ANCHORAGE RUN FEST
· ZOMBIE 1/2 MARATHON
· MOOSE NUGGET TRIATHLON
5. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED ON POSTMARK DRIVE DURING
THE GREAT ALASKA AVIATION GATHERING.
6. REFER TO CONSTRUCTION SAFETY AND PHASING PLAN FOR HAUL ROUTES ON
THE AOA FOR THE CONSTRUCTION OF THE FOTS.
NORTHERN LIGHTS BLVD
RASPBERRY ROAD
BCS
GS
ANCB
RTR
ASR-8
ANC ALS
ANC GS
TGN MALSR TGN GS
ASR-11
KINCAID PARK
BSC
LOC
ANCA ASDE,
ANCE RTR
ANC
LOC
TED
VOR
TGN
LOC
HAUL ROUTE
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
APPROVED
DATE
8 234567
H
G
F
E
D
C
A
B
IS
SU
ED
F
OR
: 1
S ub mi tta l P ha se
ED
M
Stantec Architecture Inc.
725 East Fireweed Lane Suite 200 Anchorage, AK 99503-2245 Tel: (907) 276-4245 www.stantec.com Project Number: 2014261000 Authorization to Practice #AECC1207
ANC ATCT-TRACON
ANCHORAGE
ALASKA
ANCHORAGE
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
TED STEVENS ANCHORAGE INTERNATIONAL AIRPORT ALASKA
ANC-D-ATCT-
03/18/2024
5/ 3/
2:
:1
PM
u:
\2
0\ d_ w or ki ng
_f ile s\
_c iv il\
_c ad
\d ra w in g\ c\ sh ee ts \a nc -d
-a tc t_ tra co n-si te pl an
_c
0.
dw g
ATCT-TRACON
1605098
CIVIL
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
FOTS WORK AREA
C100
GENERAL LOCATION PLAN
LEN
LEN
JGL
1234567
MM/DD/YYYY
ACTIVE
AN
C
-D -A
TC
T_
TR
AC
O N
-S
IT
EP
LA
N _C
0.
D W
G
1605098
NOT ISSUED FOR
CONSTRUCTION
SS
SS
SS
SS
SS
W
W W
W
G
G G
EV
EV
EV
EV
EV
EV
EV
W W
W W
W
B-01
B-02B-03
B-04
B-05
B-06
B-07
B-08
B-09
B-10
CPT-2
CPT-1
CPT-3
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
APPROVED
DATE
8 234567
H
G
F
E
D
C
A
B
IS
SU
ED
F
OR
: 1
S ub mi tta l P ha se
ED
M
Stantec Architecture Inc.
725 East Fireweed Lane Suite 200 Anchorage, AK 99503-2245 Tel: (907) 276-4245 www.stantec.com Project Number: 2014261000 Authorization to Practice #AECC1207
ANC ATCT-TRACON
ANCHORAGE
ALASKA
ANCHORAGE
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
TED STEVENS ANCHORAGE INTERNATIONAL AIRPORT ALASKA
ANC-D-ATCT-
03/18/2024
5/ 3/
2:
:1
PM
u:
\2
0\ d_ w or ki ng
_f ile s\
_c iv il\
_c ad
\d ra w in g\ c\ sh ee ts \a nc -d
-a tc t_ tra co n-ov er al ls ite _c
1.
dw g
ATCT-TRACON
1605098
CIVIL
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
C101
OVERALL SITE PLAN
LEN
LEN
JGL
1234567
MM/DD/YYYY
ACTIVE
AN
C
-D -A
TC
T_
TR
AC
O N
-O
VE
R
AL
LS
IT
E_ C
1.
D W
G
40' 0 40' 80'
SCALE: 1" = 40'
POSTMARK DRIVE
DeHAVILLAND AVENUE
TOWER
FF = 96.00
NEW TRACON
BUILDING
FF = 96.00
(T
YP
26'
(TYP)
14.6'
7'
26'
24.2'
.3
(T
YP
NEW NATURAL
GAS CONNECTION
NEW STORM
SEWER MANHOLE
(TYP) NEW COMMUNICATION AND
FIBER OPTIC LINES
SEE ELECTRICAL PLANS
NEW 48-INCH
STORM SEWER
NEW 16-INCH
WATER MAIN
MECHANICAL YARD
SEE MECHANICAL PLANS
NEW 8-INCH BUILDING
ROOF DRAIN
NEW 6-INCH DI
SANITARY SEWER
NEW SECURE STORAGE AREA
NEW 30-INCH
STORM SEWER
ELECTRICAL YARD
SEE ELECTRICAL PLANS
NEW 8-INCH FIRE SERVICE
NEW PICNIC AREA
NEW 8-INCH DI
FIRE LINE
RELOCATED
UNDERGROUND
COMMUNICATIONS
SEE ELECTRICAL PLANS
1605098
SS INVERTS:
NE ~12" DIP=75.5'
W ~12" DIP=75.5'
SD INVERTS:
SE 36" CMP=80.2'
SW 36" CMP=80.1'
Bottom=78.6'
SD INVERTS:
N 60" CMP=78.7'
SE 48" CMP=78.6'
W 24" CMP=82.2'
Bottom=77.2'
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
G
G
G
G G
W
SS
EV
EV
UGE
UGE
UGE
UGE
UGE
EV
EV
EV
EV
EV
W W
W W
W
B-05
B-06
B-07
B-08
B-09
CPT-2
7 8
14 15
16 17 18
30 31
32 33
131132
137 138
139140
180181
POINTS TABLE
POINT
NORTHING
2623950.98
2623933.08
2623922.96
2623833.29
2623821.52
2623956.58
2623918.86
2623928.98
2623887.96
2623887.96
2623868.73
2623898.09
2623874.64
2623873.10
2623888.73
EASTING
1642408.75
1642436.08
1642408.37
1642472.54
1642453.42
1642493.04
1642471.09
1642498.79
1642482.37
1642482.37
1642511.87
1642510.08
1642515.03
1642510.80
1642509.88
DESCRIPTION
PC
PT / CURB TRANSITION FROM
FLAT TO TYPE 1
RP (BACK OF CURB)
PC / CURB TRANSITION FROM
TYPE 1 TO TYPE 3
PI
PC
PT
RP (BACK OF CURB)
PT
PT
PC
RP (PAVEMENT)
PT / CURB TRANSITION FROM
TYPE 3 TO FLAT
RP (BACK OF CURB)
PI
POINTS TABLE
POINT
NORTHING
2623903.40
2623907.61
2623921.34
2623928.20
2623890.31
2623820.59
2623806.82
2623838.80
2623849.92
2623818.05
2623806.47
2623798.75
2623794.99
2623800.48
2623907.68
EASTING
1642550.01
1642548.48
1642586.05
1642604.83
1642646.77
1642672.77
1642633.76
1642622.08
1642618.02
1642530.80
1642535.04
1642513.90
1642515.28
1642530.30
1642407.87
DESCRIPTION
PI / END CURB
PI
PI / END CURB
PI
PI / CURB TRANSITION FROM
TYPE 3 TO FLAT
PI
PI / END CURB
PI
PI
PI
PI / END CURB
PI
PI
PI
PC
POINTS TABLE
POINT
NORTHING
2623874.90
2623922.26
2623869.93
2623892.89
2623906.48
2624191.89
2623874.38
2623879.08
2623897.86
2623906.31
2623892.58
2623827.52
2623831.75
2623796.87
2623813.09
EASTING
1642415.48
1642545.10
1642433.27
1642496.04
1642545.38
1642440.21
1642603.20
1642601.49
1642594.62
1642591.54
1642553.97
1642469.85
1642468.30
1642514.59
1642652.32
DESCRIPTION
PT
RP (GUARDRAIL)
PI
PC
PT
RP (FENCE)
PI
PI
PI
PI
PI
PC
RP (BACK OF CURB)
RP (BACK OF CURB)
PI
POINTS TABLE
POINT
NORTHING
2623811.36
2623804.83
2623798.42
2623803.11
2623795.14
2623790.44
2623793.73
2623790.75
2623789.03
2623883.21
2623868.67
2623866.58
2623753.85
2623717.97
EASTING
1642647.60
1642649.99
1642647.01
1642645.29
1642638.03
1642639.75
1642648.74
1642655.16
1642650.46
1642692.11
1642623.95
1642614.17
1642506.07
1642519.58
DESCRIPTION
PI
PC
PT
RP (SIDEWALK)
PI
PI
PT
PC
RP (SIDEWALK)
TELECOM MH
TELECOM MH
TELECOM MH
TELECOM MH
TELECOM MH
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
APPROVED
DATE
8 234567
H
G
F
E
D
C
A
B
IS
SU
ED
F
OR
: 1
S ub mi tta l P ha se
ED
M
Stantec Architecture Inc.
725 East Fireweed Lane Suite 200 Anchorage, AK 99503-2245 Tel: (907) 276-4245 www.stantec.com Project Number: 2014261000 Authorization to Practice #AECC1207
ANC ATCT-TRACON
ANCHORAGE
ALASKA
ANCHORAGE
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
TED STEVENS ANCHORAGE INTERNATIONAL AIRPORT ALASKA
ANC-D-ATCT-
03/18/2024
5/ 3/
2:
:1
PM
u:
\2
0\ d_ w or ki ng
_f ile s\
_c iv il\
_c ad
\d ra w in g\ c\ sh ee ts \a nc -d
-a tc t_ tra co n-bu ild in gs ite pl an _c
2-c1
.d w g
ATCT-TRACON
1605098
CIVIL
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
20'' 0 20' 40'
SCALE: 1" = 20'
BASE BUILDING
FF = 96.00
16 X 40 FOOT DUMPSTER PAD AND 10" CMU TRASH-ENCLOSURE
WALL TOPPED WITH 3 STRANDS OF BARBED WIRE
(1 GARBAGE, 3 RECYCLE)
SEE STRUCTURAL SHEETS
NATURAL GAS SERVICE
SEE MECHANICAL SHEETS
ELECTRICAL EQUIPMENT
SEE ELECTRICAL SHEETS
2 - 14 LF VERTICAL LIFT PIVOT
GATE SECURITY GATES
SEE DETAIL 2/C303 AND 4/C303
TU
G
RO
AD
DeHAVILLAND AVENUE
6-INCH BOLLARD (TYP OF 4)
SEE DETAIL 3/C304
10'
HEATED PCC UNDER
SECOND FLOOR OVERHANG
6,000 GALLON FUEL TANK
SEE MECHANICAL SHEETS
CONSTRUCT 415 LF GUARDRAIL
SEE DETAIL SHEET C306
26'
(TYP)
5-FOOT PCC SIDEWALK
SEE DETAIL 2/C301
49'
3'
18'
9'
S
PA
CE
S
9'
S
PA
CE
S
20'
28'
9'
4 SPACES
5'
9'
20-FOOT WIDE DOUBLE SWING GATE
SEE DETAIL 1/C304
NOTES:
1. SEE DETAIL 1/C301 FOR TYPICAL PAVEMENT SECTION.
2. SEE LANDSCAPING FOR SIDEWALK JOINT PATTERNS.
3. SEE SHEETS C200-C203 FOR 16-INCH DIP WATER MAIN RELOCATION, FIRE
LOOP AND WATER SERVICE.
4. SEE SHEET C204-C205 FOR 48-INCH AND 30-INCH RCP STORM DRAIN
RELOCATIONS.
5. SEE SHEET C206 FOR SANITARY SEWER SERVICE.
6. SEE TELECOMMUNICATIONS SHEETS FOR FIBER OPTICS AND TELEPHONE.
7. SEE SHEET C500 FOR MARKING AND SIGNING PLAN.
8. SEE BORING LOG SHEETS FOR BOREHOLE INFORMATION.
POSTMARK DRIVE
5'
5.5'
.7
4 FOOT WIDE PEDESTRIAN GATE
SEE DETAIL 3/C303
.5
.5
R138.0'
R6 44.
0'
2'
15'
MATCH EXISTING PAVEMENT
AT EDGE OF ROADWAY
SEE DETAIL 5/C301
5-FOOT PCC SIDEWALK
SEE DETAIL 3/C301
6-FOOT PCC SIDEWALK
SEE DETAIL 3/C301
15'
R5.0'
R5.0'
7'
R2.0'
R4.5'
R4.5'
R29.
5'
R29.5'
R29.
5'
R0.5'(TYP)
13'
(TYP)
C102
SITE LAYOUT PLAN I
LEN
LEN
JGL
1234567
MM/DD/YYYY
ACTIVE
AN
C
-D -A
TC
T_
TR
AC
O N
-B U
IL
D
IN
G
SI
TE
PL
AN
_C
2- C
3.
D W
G
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
FLAT CURB (TYP)
SEE DETAIL 3/C302
6-INCH BOLLARD
SEE DETAIL 3/C304
TRANSITION TO FLAT CURB
SEE DETAIL 4/C302
6-INCH BOLLARD (TYP OF 6)
SEE DETAIL 3/C304
FLAT CURB (TYP)
SEE DETAIL 3/C302
CURB AND GUTTER, TYPE 1
SEE DETAIL 1/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
FLAT CURB (TYP)
SEE DETAIL 3/C302
TRANSITION TO FLAT CURB
SEE DETAIL 4/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
BACK OF CURB IS 6" INSIDE FENCE
LINE BETWEEN POINTS 17-19
TRANSITION TO FLAT CURB
SEE DETAIL 4/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
1605098
SD INVERTS:
NE 36"CMP=80.4'
NW 36" CMP=80.3'
Bottom=79.0'SS
SS
SS
SS
W
W
W
W W
G
W W
W
W
W W
B-01
B-02 B-03
B-04
B-10
CPT-1
CPT-3
45 46
47 48 49
52 53
86 87
89 90
91 92
105106
141 142
158 147
148161
154 155
172 173
POINTS TABLE
POINT
NORTHING
2623566.97
2623572.98
2623570.30
2623568.75
2623553.86
2623668.48
2623684.55
2623694.47
2623703.73
2623716.28
2623732.38
2623756.11
2623766.46
2623740.53
2623799.36
2623757.58
2623773.16
2623740.64
2623728.51
2623756.22
2623724.84
2623733.48
2623738.46
2623735.83
2623765.28
2623718.50
EASTING
1642546.41
1642562.85
1642568.62
1642564.39
1642574.63
1642888.34
1642882.47
1642899.76
1642925.11
1642940.55
1642914.65
1642965.31
1643001.26
1642990.36
1642922.19
1642936.79
1642911.73
1642926.26
1642911.33
1642901.20
1642901.28
1642882.68
1642896.30
1642881.83
1642815.27
1642834.39
DESCRIPTION
PI
PC / CURB TRANSITION FROM
TYPE 3 TO FLAT
PT / CURB TRANSITION FROM
TYPE 3 TO FLAT
RP
PI
PI
PC
PI
PT
PC
RP (BACK OF CURB)
PT
PC
RP (BACK OF CURB)
PC
PT / CURB TRANSITION FROM
TYPE 1 TO TYPE 3
RP (BACK OF CURB)
PC
PT
RP (BACK OF CURB)
PC
PT
RP (BACK OF CURB)
PC / CURB TRANSITION FROM
TYPE 3 TO FLAT
PC
RP (PAVEMENT)
POINTS TABLE
POINT
NORTHING
2623766.77
2623767.63
2623783.21
2623761.24
2623744.81
2623743.03
2623743.89
2623764.32
2623755.06
2623675.53
2623663.35
2623672.27
2623664.37
2623679.40
2623632.04
2623619.83
2623613.42
2623618.12
2623609.85
2623615.51
2623618.77
2623716.74
2623717.27
2623716.05
2623712.98
2623714.52
EASTING
1642812.06
1642814.41
1642806.06
1642745.94
1642751.95
1642747.10
1642749.44
1642739.32
1642713.96
1642743.01
1642737.35
1642734.09
1642734.31
1642728.82
1642599.20
1642603.67
1642600.68
1642598.97
1642590.90
1642578.72
1642587.64
1642762.21
1642758.74
1642760.33
1642758.08
1642762.30
DESCRIPTION
PT
RP
PI
PI
PC
PT
RP
PI
PI / CURB TRANSITION FROM
TYPE 1 TO FLAT
PC / CURB TRANSITION FROM
TYPE 3 TO TYPE 1
PT/PC
RP (BACK OF CURB)
PT
PI
PI
PC
PT
RP (BACK OF CURB)
PC
PT
RP (BACK OF CURB)
PC
PCC
RP (BACK OF CURB)
PT
RP (BACK OF CURB)
POINTS TABLE
POINT
NORTHING
2623680.10
2623677.25
2623681.65
2623696.43
2623721.48
2623704.58
2623703.38
2623705.26
2623704.90
2623723.49
2623718.52
2623727.25
2623725.24
2623700.19
2623514.25
2623552.06
2623538.19
2623673.82
2623745.03
2623756.99
2623790.56
2624386.60
2623690.43
2623686.10
2623665.06
2623695.68
EASTING
1642770.09
1642773.37
1642774.32
1642769.62
1642838.19
1642844.37
1642846.93
1642846.25
1642851.07
1642859.72
1642846.10
1642858.34
1642836.82
1642768.25
1642547.24
1642650.73
1642554.47
1642925.72
1642899.71
1642895.34
1642813.30
1643057.17
1642885.47
1642886.70
1642736.19
1642549.43
DESCRIPTION
PC
PCC
RP (BACK OF CURB)
PI
PI
PC
PT
RP (BACK OF CURB)
RP (BACK OF CURB)
PT
RP (BACK OF CURB)
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
RP (FENCE)
PT / CURB TRANSITION FROM
TYPE 3 TO TYPE 1
RP (BACK OF CURB)
RP (BACK OF CURB)
PT
POINTS TABLE
POINT
NORTHING
2623702.09
2623697.39
2623706.55
2623679.89
2623679.15
2623718.50
2623743.94
2623741.26
2623741.95
2623758.42
2623763.92
2623757.08
2623745.68
2623722.66
2623715.14
2623689.91
2623692.60
2623722.34
2623719.96
2623712.45
2623707.32
2623704.58
2623699.45
2623691.93
2623673.58
2623684.06
EASTING
1642552.41
1642554.13
1642564.62
1642775.67
1642773.76
1642834.39
1642832.71
1642830.96
1642832.84
1642666.97
1642670.28
1642713.22
1642717.38
1642725.80
1642728.54
1642729.42
1642736.78
1642713.67
1642718.44
1642721.18
1642718.80
1642711.29
1642708.90
1642711.65
1642696.88
1642701.75
DESCRIPTION
PC
RP (BACK OF CURB)
PI
PT
RP (BACK OF CURB)
RP (BACK OF CURB)
PC
PT
RP (BACK OF CURB)
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
POINTS TABLE
POINT
NORTHING
2623690.95
2623710.36
2623707.97
2623711.48
2623716.05
2623745.21
2623753.08
2623757.88
2623753.82
2623562.37
EASTING
1642699.23
1642692.14
1642697.27
1642706.88
1642707.60
1642712.25
1642706.53
1642676.42
1642670.84
1642647.56
DESCRIPTION
PI
PI
PI
PI
PI
PI
PI
PI
PI
TELECOM MH
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
APPROVED
DATE
8 234567
H
G
F
E
D
C
A
B
IS
SU
ED
F
OR
: 1
S ub mi tta l P ha se
ED
M
Stantec Architecture Inc.
725 East Fireweed Lane Suite 200 Anchorage, AK 99503-2245 Tel: (907) 276-4245 www.stantec.com Project Number: 2014261000 Authorization to Practice #AECC1207
ANC ATCT-TRACON
ANCHORAGE
ALASKA
ANCHORAGE
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
TED STEVENS ANCHORAGE INTERNATIONAL AIRPORT ALASKA
ANC-D-ATCT-
03/18/2024
5/ 3/
2:
:1
PM
u:
\2
0\ d_ w or ki ng
_f ile s\
_c iv il\
_c ad
\d ra w in g\ c\ sh ee ts \a nc -d
-a tc t_ tra co n-bu ild in gs ite pl an _c
2-c1
.d w g
ATCT-TRACON
1605098
CIVIL
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
20'' 0 20' 40'
SCALE: 1" = 20'
500 GALLON FUEL TANK
SEE MECHANICAL SHEETS
RELOCATED UNDERGROUND COMM
WITH ANC COMMUNICATIONS
SEE ELECTRICAL SHEETS
9'
6-FOOT PCC SIDEWALK
SEE DETAIL 3/C301
9'
(T
YP
2 - 14 LF VERTICAL LIFT PIVOT
GATE SECURITY GATES
SEE DETAIL 2/C303 AND 4/C303
(T
YP
POSTMARK DRIVE
5'
4 ABA ACCESSIBLE PARKING SPOTS
(3 CAR AND 1 VAN)
SEE DETAIL 4/C301
SCREEN WALL
SEE ARCHITECTURAL SHEETS
DRY COOLERS (2)
SEE MECHANICAL SHEETS
27'
4-FOOT WIDE PEDESTRIAN GATE
SEE DETAIL 3/C303
9 SPACES
9'
37 SPACES
TOWER
FF = 96.00
24'
CONSTRUCT 110 LF GUARDRAIL
SEE DETAIL SHEET C306
CONSTRUCT 7-FOOT, 9 GA CHAINLINK
FENCE WITH 3 STRANDS BARB WIRE
SEE DETAILS SHEET C305
9'
7 SPACES
9'
8 SPACES
9'
8 SPACES
AREA LIGHT (TYP)
SEE ELECTRICAL SHEETS
26.5'
(TYP) BASE BUILDING
FF = 96.00
2'
12.5' 12.5'
3'
18'
9'
9'
S
PA
CE
S
20' GRAVEL PICNIC AREA
SEE LANDSCAPING PLANS
LANDSCAPED ENTRY WAY
SEE LANDSCAPING PLANS
11' 8'
15'
50'
8'
MATCH EXISTING PAVEMENT
AT EDGE OF ROADWAY
SEE DETAIL 5/C301
NATURAL GAS SERVICE
SEE MECHANICAL SHEETS
6-FOOT PCC SIDEWALK
SEE DETAIL 3/C301
5-FOOT PCC SIDEWALK
SEE DETAIL 3/C301
NEW MONUMENT SIGN
SEE LANDSCAPING PLANS
NOTES:
1. SEE DETAIL 1/C301 FOR TYPICAL PAVEMENT SECTION.
2. SEE LANDSCAPING FOR SIDEWALK JOINT PATTERNS.
3. SEE SHEETS C200-C203 FOR 16-INCH DIP WATER MAIN RELOCATION, FIRE
LOOP AND WATER SERVICE.
4. SEE SHEET C204-C205 FOR 48-INCH AND 30-INCH RCP STORM DRAIN
RELOCATIONS.
5. SEE SHEET C206 FOR SANITARY SEWER SERVICE.
6. SEE TELECOMMUNICATIONS SHEETS FOR FIBER OPTICS AND TELEPHONE.
7. SEE SHEET C500 FOR MARKING AND SIGNING PLAN.
8. SEE BORING LOG SHEETS FOR BOREHOLE INFORMATION.
R1.5' R29.5'
R29.5' R30.5'
R1 4.5
R0
.5' (T
YP
)R4.5'
R2 .0'
R14.5'
R25.5'
R2.0'
R5 0.5
R2 .5'R2.5'
R2.0'
R4.5'
R4.5' R2.0
R9.5'
R5.0'R9 .5'
R4.5
R5.0'
(T
YP
C103
SITE LAYOUT PLAN II
LEN
LEN
JGL
1234567
MM/DD/YYYY
ACTIVE
AN
C
-D -A
TC
T_
TR
AC
O N
-B U
IL
D
IN
G
SI
TE
PL
AN
_C
2- C
3.
D W
G
FLAGPOLE
SEE DETAIL 6/C301
FLAT CURB (TYP)
SEE DETAIL 3/C302
TRANSITION TO FLAT CURB
SEE DETAIL 4/C302
CURB AND GUTTER, TYPE 1
SEE DETAIL 1/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
TRANSITION TO FLAT CURB
SEE DETAIL 4/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302 TRANSITION TO FLAT CURB
SEE DETAIL 4/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
CURB AND GUTTER, TYPE 1
SEE DETAIL 1/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
CURB AND GUTTER, TYPE 3
SEE DETAIL 2/C302
1605098
EXTERIOR WALL PANEL
LEGEND
VISION
TYPE A - GREY
TYPE B - WHITE
SEE SPECS FOR MORE INFORMATION
GLAZING TYPE LEGEND
METAL PANEL ASSEMBLY - FLAT
METAL PANEL ASSEMBLY - FOLDED
LEGEND TAG DESCRIPTION
MP-B
MP-A
MP-C
WHITE
SEE SPECS FOR MORE INFORMATION
ELEVATION KEYNOTES
ELEVATION GENERAL NOTES
1. SEE SHEET A210 & SPECIFICATIONS FOR ADDITIONAL METAL PANEL
INFORMATION
2. SEE FLOOR PLANS FOR CURTAIN WALL AND WINDOW TYPE
LOCATIONS; SEE A111 & A112 FOR CURTAIN WALL TYPES
3. SOME EXTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT NOT
SHOWN FOR CLARITY OF ARCHITECTURAL FEATURES.
4. SEE A601 FOR LOUVER TYPES & SCHEDULE
5. SEE A611 & A612 FOR CURTAIN WALL TYPES
ARCHITECTURAL PRE-CAST CONCRETE
WAINSCOT PANELS
SEE SPECS FOR MORE INFORMATION
SPANDREL
LEVEL 1 (MGL)
0"
LEVEL 2
18'-0"
LEVEL 4
74'-0"
LEVEL 5
102'-0"
LEVEL 7
158'-0"
LEVEL 9 - ELECTRICAL
LEVEL
214'-0"
LEVEL 10 -
ELECTRONICS LEVEL
232'-8"
LEVEL 11 - JUNCTION
LEVEL
251'-4"
LEVEL 12 - CONSOLE
ACCESS LEVEL
271'-8"
LEVEL 13 - CAB LEVEL
284'-0"
LEVEL 8
195'-4"
T3 T1T2
LEVEL 6
130'-0"
LEVEL 4B STAIR 2 FAN
83'-11"
LEVEL 6B STAIR 1 FAN
139'-11"
BASE BUILDING
PARAPET T.O.W.
39'-3"
TOP OF CAB PARAPET
305'-6"
CAB EYE LEVEL
289'-0"
LEVEL 7B STAIR 2 FAN
167'-11"
ATCT UPPER FLOORS
T.O.W.
275'-0"
MAX TOWER HEIGHT
(INC. ANTENNAS)
318'-0"
CAB SILL
286'-6"
TOWER SOFFIT
188'-7"
26.4.3
8.4.14
10.8.2
0.1.7
0.1.6
0.1.4
0.1.1
0.1.5
26.4.3
26.4.3
XL-18
XL-20
XL-19
3.3.17
0.1.3
5.0.4
5.0.4
26.4.1
26.4.1
26.4.1 26.4.1
26.4.1
TA TCTB
8.4.3
0.2.3
23.3.8
XL-21
XL-20
XL-18
XL-19
TYP
26.4.3
TYP
26.4.3
26.4.3
TYP
TYP
0.1.4
0.1.1
10.8.2
0.1.5
0.1.3
3.3.17
8.4.14
0.1.7
0.1.6
10.4.5
26.4.1
26.4.1
26.4.1
26.4.1 26.4.1
0'8' 10' 20' 40'30'
SCALE: 1/16" = 1'-0"
8 7 6 5 4 3 2 1
H
G
E
C
A
D
IS
S
U E
D F
O R
B
IM
C
L O
U D
C O
L L A
B O
R A
T
IO
N S
T A
N T
E C
C O
N S
U L T
IN
G
R
E V
IT
F
B
8 7 6 5 4 3 2 1
ATO - TECHNICAL OPERATIONS
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
WESTERN SERVICE AREA
ANCHORAGE ALASKATED STEVENS ANCHORAGE INTERNATIONAL AIRPORT
ANC-D-ATCT-
ATCT-TRACON
Stantec Architecture Inc.
725 East Fireweed Lane Suite 200
Anchorage, AK 99503-2245
Tel: (907) 276-4245 www.stantec.com
Project Number: 2014261000
Authorization to Practice # AECC1207
SUBMITTED BY APPROVED BY
DATE JCN
REVDRAWING NO
DESIGNED
DRAWN
CHECKED
REVIEWED BY
ISSUED BY
ANC ATCT-TRACON
ANCHORAGE
ALASKA
subttl appttl
H
G
E
C
A
D
F
B
1605098
/1
/2
:5
:1
A
M
A201
TOWER ELEVATIONS - NORTH & EAST
AG
AG
KZ
03/18/2024
S U
B M
IT
T
A L
P H
A S
E
ARCHITECTURAL
1/16" = 1'-0"A201
A6 TOWER NORTH ELEVATION
1/16" = 1'-0"A201
A8 TOWER EAST ELEVATION
KEY
VALUE KEYNOTE
0.1.1 WALL TYPE X1 MTL PANELS ON CONCRETE WALLS, W/ MTL PANEL TYPE
MP-C (WHITE), PATTERN 2
0.1.3 WALL TYPE X2 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL TYPE
MP-A (GREY), STACKED PATTERN
0.1.4 WALL TYPE X6 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL TYPE
MP-C (WHITE), PATTERN 2
0.1.5 WALL TYPE X5 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL TYPE
MP-C (WHITE), PATTERN 1
0.1.6 WALL TYPE X4 MTL PANEL ON 6" MTL STUD WALLS, W/ MTL PANEL TYPE
MP-B (WHITE), STACKED PATTERN
0.1.7 WALL TYPE X7 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL TYPE
MP-B (WHITE), STACKED PATTERN
0.2.3 ROOF TYPE R-2 ATCT CONSOLE ACCESS RING ROOF
3.3.17 3" THICK ARCHITECTURAL PRECAST CONCRETE WAINSCOT PANEL, 36"H
X 60" L, ALIGN W/ ALUMINUM PANEL JOINTS ABOVE
5.0.4 ANCHOR BOLT
8.4.3 GLAZED ALUMINUM CURTAIN WALL VISION GLAZING PANEL
8.4.14 TOWER CAB GLAZING SYSTEM
10.4.5 KNOX BOX, RECESSED
10.8.2 PRE-FINISHED PERFORATED ALUMINUM METAL WALKWAY COVER, ON
STRUCTURAL STEEL FRAME - SEE STRUCTURAL
23.3.8 ARCHITECTURAL LOUVER, FINISH TO MATCH ALUMINUM PANELS, MAY
HAVE BLANK-OFF PANELS PER ARCHITECTURAL ELEVATIONS - SEE
MECHANICAL FOR CONNECTING DUCT WORK
26.4.1 LIGHTNING PROTECTION CABLE - SEE ELECTRICAL
26.4.3 LIGHTNING PROTECTION MAST W/ LIGHTNING ROD - SEE ELECTRICAL
REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
LEVEL 1 (MGL)
0"
LEVEL 2
18'-0"
LEVEL 3
46'-0"
LEVEL 4
74'-0"
LEVEL 5
102'-0"
LEVEL 7
158'-0"
LEVEL 9 - ELECTRICAL
LEVEL
214'-0"
LEVEL 10 -
ELECTRONICS LEVEL
232'-8"
LEVEL 11 - JUNCTION
LEVEL
251'-4"
LEVEL 12 - CONSOLE
ACCESS LEVEL
271'-8"
LEVEL 13 - CAB LEVEL
284'-0"
LEVEL 8
195'-4"
T3T1 T2
LEVEL 6
130'-0"
LEVEL 3B STAIR 1 FAN
55'-11"
LEVEL 4B STAIR 2 FAN
83'-11"
LEVEL 6B STAIR 1 FAN
139'-11"
BASE BUILDING
PARAPET T.O.W.
39'-3"
TOP OF CAB PARAPET
305'-6"
CAB EYE LEVEL
289'-0"
LEVEL 7B STAIR 2 FAN
167'-11"
ATCT UPPER FLOORS
T.O.W.
275'-0"
MAX TOWER HEIGHT
(INC. ANTENNAS)
318'-0"
CAB SILL
286'-6"
TOWER SOFFIT
188'-7"
23.3.8
8.4.14
A P
P R
O X
'-5
A P
P R
O X
. 1
'-7
8.4.3
0.1.1
0.1.4
0.1.6
0.1.7
8.4.2
10.8.1
0.1.5
0.1.3
3.3.17
26.4.3
26.4.3
XL-13
XL-14
XL-15
XL-16
TYP
XL-21
XL-17
26.4.1
26.4.1 26.4.1
26.4.1
TATC TB
0.1.2
XL-17
26.4.1
26.4.126.4.1
26.4.1
26.4.1
EXTERIOR WALL PANEL
LEGEND
VISION
TYPE A - GREY
TYPE B - WHITE
SEE SPECS FOR MORE INFORMATION
GLAZING TYPE LEGEND
METAL PANEL ASSEMBLY - FLAT
METAL PANEL ASSEMBLY - FOLDED
LEGEND TAG DESCRIPTION
MP-B
MP-A
MP-C
WHITE
SEE SPECS FOR MORE INFORMATION
ELEVATION KEYNOTES
ELEVATION GENERAL NOTES
1. SEE SHEET A210 & SPECIFICATIONS FOR ADDITIONAL METAL PANEL
INFORMATION
2. SEE FLOOR PLANS FOR CURTAIN WALL AND WINDOW TYPE
LOCATIONS; SEE A111 & A112 FOR CURTAIN WALL TYPES
3. SOME EXTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT NOT
SHOWN FOR CLARITY OF ARCHITECTURAL FEATURES.
4. SEE A601 FOR LOUVER TYPES & SCHEDULE
5. SEE A611 & A612 FOR CURTAIN WALL TYPES
ARCHITECTURAL PRE-CAST CONCRETE
WAINSCOT PANELS
SEE SPECS FOR MORE INFORMATION
SPANDREL
0'8' 10' 20' 40'30'
SCALE: 1/16" = 1'-0"
8 7 6 5 4 3 2 1
H
G
E
C
A
D
IS
S
U E
D F
O R
B
IM
C
L O
U D
C O
L L A
B O
R A
T
IO
N S
T A
N T
E C
C O
N S
U L T
IN
G
R
E V
IT
F
B
8 7 6 5 4 3 2 1
ATO - TECHNICAL OPERATIONS
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
WESTERN SERVICE AREA
ANCHORAGE ALASKATED STEVENS ANCHORAGE INTERNATIONAL AIRPORT
ANC-D-ATCT-
ATCT-TRACON
Stantec Architecture Inc.
725 East Fireweed Lane Suite 200
Anchorage, AK 99503-2245
Tel: (907) 276-4245 www.stantec.com
Project Number: 2014261000
Authorization to Practice # AECC1207
SUBMITTED BY APPROVED BY
DATE JCN
REVDRAWING NO
DESIGNED
DRAWN
CHECKED
REVIEWED BY
ISSUED BY
ANC ATCT-TRACON
ANCHORAGE
ALASKA
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TOWER ELEVATIONS - SOUTH & WEST
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ARCHITECTURAL
1/16" = 1'-0"A202
A6 TOWER SOUTH ELEVATION
1/16" = 1'-0"A202
A8 TOWER WEST ELEVATION
KEY
VALUE KEYNOTE
0.1.1 WALL TYPE X1 MTL PANELS ON CONCRETE WALLS, W/ MTL PANEL
TYPE MP-C (WHITE), PATTERN 2
0.1.2 WALL TYPE X3 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL
TYPE MP-B (WHITE), STACKED PATTERN
0.1.3 WALL TYPE X2 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL
TYPE MP-A (GREY), STACKED PATTERN
0.1.4 WALL TYPE X6 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL
TYPE MP-C (WHITE), PATTERN 2
0.1.5 WALL TYPE X5 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL
TYPE MP-C (WHITE), PATTERN 1
0.1.6 WALL TYPE X4 MTL PANEL ON 6" MTL STUD WALLS, W/ MTL PANEL
TYPE MP-B (WHITE), STACKED PATTERN
0.1.7 WALL TYPE X7 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL
TYPE MP-B (WHITE), STACKED PATTERN
3.3.17 3" THICK ARCHITECTURAL PRECAST CONCRETE WAINSCOT PANEL,
36"H X 60" L, ALIGN W/ ALUMINUM PANEL JOINTS ABOVE
8.4.2 GLAZED ALUMINUM CURTAIN WALL SYSTEM
8.4.3 GLAZED ALUMINUM CURTAIN WALL VISION GLAZING PANEL
8.4.14 TOWER CAB GLAZING SYSTEM
10.8.1 PRE-MANUFACTURED ALUMINUM CANOPY, 4' WIDE X 6' LONG, W/ (2)
SUSPENSION TIE-RODS, METAL FINISH TO MATCH ADJACENT WALL
PANELS, W/ INTERNAL GUTTER & REAR DOWNSPOUT
23.3.8 ARCHITECTURAL LOUVER, FINISH TO MATCH ALUMINUM PANELS, MAY
HAVE BLANK-OFF PANELS PER ARCHITECTURAL ELEVATIONS - SEE
MECHANICAL FOR CONNECTING DUCT WORK
26.4.1 LIGHTNING PROTECTION CABLE - SEE ELECTRICAL
26.4.3 LIGHTNING PROTECTION MAST W/ LIGHTNING ROD - SEE ELECTRICAL
REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
LEVEL 2
18'-0"
JA C E G K
BASE BUILDING
PARAPET T.O.W.
39'-3"
B
'-3
D F
PENTHOUSE PARAPET
T.O.W.
54'-3"
C.6 F.6
P A
N E
L T
Y P
E M
P -B
'-0
P A
N E
L T
Y P
E : M
P -C
, P A
T T
E R
N
'-0
P A
N E
L T
Y P
E : M
P -A
'-0
0.1.3
10.8.2
8.4.2
H
EQ EQ
TYP
TYP
26.5.1
TYP
8.4.13 TYP
10.8.1
TYP
0.1.5
0.1.2
3.3.17
23.3.8
A203
C3
26.4.3 TYP
26.3.6
XL-1
XL-2 XL-3
MOVEMENT JOINT
LEVEL 1 (MGL)
0"
LEVEL 2
18'-0"
15 4 3 2
BASE BUILDING
PARAPET T.O.W.
39'-3"
'-3
PENTHOUSE PARAPET
T.O.W.
54'-3"
0.1.3 5.5.810.8.2
0.1.5
P A
N E
L T
Y P
E M
P -B
'-0
P A
N E
L T
Y P
E : M
P -C
, P A
T T
E R
N
'-0
P A
N E
L T
Y P
E : M
P -A
'-0
5.7 3.2
EQ EQ
TYP TYPTYP
10.8.1
TYP
7.6.7
7.7.4
23.3.19
8.4.2
32.0.1
EQ.EQ.
23.3.8
XL-5 XL-6
XL4
26.3.6
MOVEMENT JOINT
EXTERIOR WALL PANEL
LEGEND
VISION
TYPE A - GREY
TYPE B - WHITE
SEE SPECS FOR MORE INFORMATION
GLAZING TYPE LEGEND
METAL PANEL ASSEMBLY - FLAT
METAL PANEL ASSEMBLY - FOLDED
LEGEND TAG DESCRIPTION
MP-B
MP-A
MP-C
WHITE
SEE SPECS FOR MORE INFORMATION
ELEVATION KEYNOTES
ELEVATION GENERAL NOTES
1. SEE SHEET A210 & SPECIFICATIONS FOR ADDITIONAL METAL PANEL
INFORMATION
2. SEE FLOOR PLANS FOR CURTAIN WALL AND WINDOW TYPE
LOCATIONS; SEE A111 & A112 FOR CURTAIN WALL TYPES
3. SOME EXTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT NOT
SHOWN FOR CLARITY OF ARCHITECTURAL FEATURES.
4. SEE A601 FOR LOUVER TYPES & SCHEDULE
5. SEE A611 & A612 FOR CURTAIN WALL TYPES
ARCHITECTURAL PRE-CAST CONCRETE
WAINSCOT PANELS
SEE SPECS FOR MORE INFORMATION
SPANDREL
LEVEL 1 (MGL)
0"
LEVEL 2
18'-0"
A C
BASE BUILDING
PARAPET T.O.W.
39'-3"
B
10.4.521.0.1
WITH FOREGROUND OBJECTS HIDDEN
0'8' 8' 24'16'
SCALE: 3/32" = 1'-0"
8 7 6 5 4 3 2 1
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IN
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8 7 6 5 4 3 2 1
ATO - TECHNICAL OPERATIONS
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
WESTERN SERVICE AREA
ANCHORAGE ALASKATED STEVENS ANCHORAGE INTERNATIONAL AIRPORT
ANC-D-ATCT-
ATCT-TRACON
Stantec Architecture Inc.
725 East Fireweed Lane Suite 200
Anchorage, AK 99503-2245
Tel: (907) 276-4245 www.stantec.com
Project Number: 2014261000
Authorization to Practice # AECC1207
SUBMITTED BY APPROVED BY
DATE JCN
REVDRAWING NO
DESIGNED
DRAWN
CHECKED
REVIEWED BY
ISSUED BY
ANC ATCT-TRACON
ANCHORAGE
ALASKA
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A203
BASE BUILDING ELEVATIONS - NORTH & EAST
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P H
A S
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ARCHITECTURAL
3/32" = 1'-0"A203
E8 BASE BUILDING EAST ELEVATION
3/32" = 1'-0"A203
B8 BASE BUILDING NORTH ELEVATION
KEY
VALUE KEYNOTE
0.1.2 WALL TYPE X3 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL TYPE
MP-B (WHITE), STACKED PATTERN
0.1.3 WALL TYPE X2 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL TYPE
MP-A (GREY), STACKED PATTERN
0.1.5 WALL TYPE X5 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL TYPE
MP-C (WHITE), PATTERN 1
3.3.17 3" THICK ARCHITECTURAL PRECAST CONCRETE WAINSCOT PANEL, 36"H
X 60" L, ALIGN W/ ALUMINUM PANEL JOINTS ABOVE
5.5.8 CONC. FILLED STEEL PIPE BOLLARD, PAINTED "SAFETY YELLOW" - SEE
STRUCTURAL FOR INTERIOR BOLLARD DETAIL & CIVIL FOR EXTERIOR
BOLLARD DETAIL
7.6.7 PREFINISHED ALUMINUM COPING - COLOR TO MATCH ADJACENT WALL
PANELS U.N.O.
7.7.4 EXTERIOR EXPANSION JOINT COVER; HALF-RND NEOPRENE BELLOW
8.4.2 GLAZED ALUMINUM CURTAIN WALL SYSTEM
8.4.13 ALUMINUM FRAMED CURTAIN WALL WINDOW, TYP
8.8.4 INSULATED SPANDREL GLASS
10.4.5 KNOX BOX, RECESSED
10.8.1 PRE-MANUFACTURED ALUMINUM CANOPY, 4' WIDE X 6' LONG, W/ (2)
SUSPENSION TIE-RODS, METAL FINISH TO MATCH ADJACENT WALL
PANELS, W/ INTERNAL GUTTER & REAR DOWNSPOUT
10.8.2 PRE-FINISHED PERFORATED ALUMINUM METAL WALKWAY COVER, ON
STRUCTURAL STEEL FRAME - SEE STRUCTURAL
21.0.1 FIRE DEPARTMENT CONNECTION (FDC); FDC PIPE ENCLOSURE W/
ACCESS PANEL AT INTERIOR
23.3.8 ARCHITECTURAL LOUVER, FINISH TO MATCH ALUMINUM PANELS, MAY
HAVE BLANK-OFF PANELS PER ARCHITECTURAL ELEVATIONS - SEE
MECHANICAL FOR CONNECTING DUCT WORK
23.3.19 LARGE REMOVABLE ARCHITECTURAL LOUVER FOR GENERATOR
REPLACEMENT. FINISH TO MATCH ALUMINUM PANELS, MAY HAVE
NON-OPEN DECORATIVE PANELS PER ARCHITECTURAL ELEVATIONS SEE
MECHANICAL
26.3.6 EMERGENCY GENERATOR EXTERNAL FUEL TANK - SEE CIVIL AND
MECHANICAL
26.4.3 LIGHTNING PROTECTION MAST W/ LIGHTNING ROD - SEE ELECTRICAL
26.5.1 LIGHT FIXTURE - SEE ELECTRICAL
32.0.1 PERFORATED, HIGH-PERFORMANCE PAINTED, METAL SCREEN WALL
ENCLOSURE
3/32" = 1'-0"A203
C3 PARTIAL EAST ELEVATION AT MAIN ENTRY
REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
LEVEL 2
18'-0"
1 5432
BASE BUILDING
PARAPET T.O.W.
39'-3"
PENTHOUSE PARAPET
T.O.W.
54'-3"
P A
N E
L T
Y P
E M
P -B
'-0
P A
N E
L T
Y P
E : M
P -C
, P A
T T
E R
N
'-0
P A
N E
L T
Y P
E : M
P -A
'-0
8.4.2
5.73.2
EQ EQ
26.4.3
TYP
10.8.1
10.8.2
0.1.1
0.1.5
0.1.2
3.3.1723.3.832.0.1
26.4.3 TYP
XL-8
XL-10
XL-9
XL-11
TYP
XL-12
126-1
XL-26MOVEMENT JOINT MOVEMENT
JOINT
LEVEL 1 (MGL)
0"
LEVEL 2
18'-0"
J ACEGK
BASE BUILDING
PARAPET T.O.W.
39'-3"
B
'-3
DF
PENTHOUSE PARAPET
T.O.W.
54'-3"
C.6F.6
P A
N E
L T
Y P
E M
P -B
'-0
P A
N E
L T
Y P
E : M
P -C
, P A
T T
E R
N
'-0
P A
N E
L T
Y P
E : M
P -A
'-0
0.1.3
8.4.2
H
3'-0 1/2"
10.8.1
TYP
26.4.3 TYP
26.5.1
TYP
23.3.20
32.0.1
26.4.3 TYP
TYP
TYP
5.5.8
7.6.1310.4.5 3.3.17
XL-7
10.8.3
10.8.37.6.13
7.6.13
EXTERIOR WALL PANEL
LEGEND
VISION
TYPE A - GREY
TYPE B - WHITE
SEE SPECS FOR MORE INFORMATION
GLAZING TYPE LEGEND
METAL PANEL ASSEMBLY - FLAT
METAL PANEL ASSEMBLY - FOLDED
LEGEND TAG DESCRIPTION
MP-B
MP-A
MP-C
WHITE
SEE SPECS FOR MORE INFORMATION
ELEVATION KEYNOTES
ELEVATION GENERAL NOTES
1. SEE SHEET A210 & SPECIFICATIONS FOR ADDITIONAL METAL PANEL
INFORMATION
2. SEE FLOOR PLANS FOR CURTAIN WALL AND WINDOW TYPE
LOCATIONS; SEE A111 & A112 FOR CURTAIN WALL TYPES
3. SOME EXTERIOR MECHANICAL AND ELECTRICAL EQUIPMENT NOT
SHOWN FOR CLARITY OF ARCHITECTURAL FEATURES.
4. SEE A601 FOR LOUVER TYPES & SCHEDULE
5. SEE A611 & A612 FOR CURTAIN WALL TYPES
ARCHITECTURAL PRE-CAST CONCRETE
WAINSCOT PANELS
SEE SPECS FOR MORE INFORMATION
SPANDREL
0'8' 8' 24'16'
SCALE: 3/32" = 1'-0"
8 7 6 5 4 3 2 1
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ATO - TECHNICAL OPERATIONS
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
WESTERN SERVICE AREA
ANCHORAGE ALASKATED STEVENS ANCHORAGE INTERNATIONAL AIRPORT
ANC-D-ATCT-
ATCT-TRACON
Stantec Architecture Inc.
725 East Fireweed Lane Suite 200
Anchorage, AK 99503-2245
Tel: (907) 276-4245 www.stantec.com
Project Number: 2014261000
Authorization to Practice # AECC1207
SUBMITTED BY APPROVED BY
DATE JCN
REVDRAWING NO
DESIGNED
DRAWN
CHECKED
REVIEWED BY
ISSUED BY
ANC ATCT-TRACON
ANCHORAGE
ALASKA
subttl appttl
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A204
BASE BUILDING ELEVATIONS - SOUTH & WEST
AG
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ARCHITECTURAL
3/32" = 1'-0"A204
B8 BASE BUILDING SOUTH ELEVATION
3/32" = 1'-0"A204
E8 BASE BUILDING WEST ELEVATION
KEY
VALUE KEYNOTE
0.1.1 WALL TYPE X1 MTL PANELS ON CONCRETE WALLS, W/ MTL PANEL
TYPE MP-C (WHITE), PATTERN 2
0.1.2 WALL TYPE X3 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL
TYPE MP-B (WHITE), STACKED PATTERN
0.1.3 WALL TYPE X2 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL
TYPE MP-A (GREY), STACKED PATTERN
0.1.5 WALL TYPE X5 MTL PANEL ON 8" MTL STUD WALLS, W/ MTL PANEL
TYPE MP-C (WHITE), PATTERN 1
3.3.17 3" THICK ARCHITECTURAL PRECAST CONCRETE WAINSCOT PANEL,
36"H X 60" L, ALIGN W/ ALUMINUM PANEL JOINTS ABOVE
5.5.8 CONC. FILLED STEEL PIPE BOLLARD, PAINTED "SAFETY YELLOW" -
SEE STRUCTURAL FOR INTERIOR BOLLARD DETAIL & CIVIL FOR
EXTERIOR BOLLARD DETAIL
7.6.13 3" DIAM. SHEET METAL DOWNSPOUT, FINISHED TO MATCH METAL
WALL PANEL TYPE MP-A, W/ HEAT TRACE - SEE ELECTRICAL.
PROVIDE HEAVY DUTY BLACK PLASTIC SPLASH BLOCK AT GRADE
8.4.2 GLAZED ALUMINUM CURTAIN WALL SYSTEM
10.4.5 KNOX BOX, RECESSED
10.8.1 PRE-MANUFACTURED ALUMINUM CANOPY, 4' WIDE X 6' LONG, W/ (2)
SUSPENSION TIE-RODS, METAL FINISH TO MATCH ADJACENT WALL
PANELS, W/ INTERNAL GUTTER & REAR DOWNSPOUT
10.8.2 PRE-FINISHED PERFORATED ALUMINUM METAL WALKWAY COVER,
ON STRUCTURAL STEEL FRAME - SEE STRUCTURAL
10.8.3 PRE-MANUFACTURED ALUMINUM CANOPY, 5' WIDE X 10' LONG, W/
(3) SUSPENSION TIE-RODS, METAL FINISH TO MATCH ADJACENT
WALL PANELS, W/ INTERNAL GUTTER & REAR DOWNSPOUT
23.3.8 ARCHITECTURAL LOUVER, FINISH TO MATCH ALUMINUM PANELS,
MAY HAVE BLANK-OFF PANELS PER ARCHITECTURAL ELEVATIONS -
SEE MECHANICAL FOR CONNECTING DUCT WORK
23.3.20 MISC. HVAC EQUIPMENT - SEE MECHANICAL, TYPICAL
26.4.3 LIGHTNING PROTECTION MAST W/ LIGHTNING ROD - SEE
ELECTRICAL
26.5.1 LIGHT FIXTURE - SEE ELECTRICAL
32.0.1 PERFORATED, HIGH-PERFORMANCE PAINTED, METAL SCREEN
WALL ENCLOSURE
REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
7/
8"
3' -0
NOTES:
1. TYPICAL PANELS ARE 7/8" DEEP WITH ONE CORNER PULLED
OUT FOR TOTAL DEPTH OF 2-7/8".
2. THIS IS IN ADDITION TO THE 1-1/8" CLIP/ RAINSCREEN
DRAINAGE PLANE AIR SPACE (SO PANEL SYSTEM TOTAL
DEPTH RANGES FROM 2" TO 4" TOTAL)
3. PANELS ARE TYPICALLY 3' TALL AND 6' WIDE ON THE BASE
BUILDING, EXCEPT AT CORNERS & SPECIAL CONDITIONS.
4. ON THE TOWER, PANEL WIDTH, HEIGHT, & SHAPE VARIES
BASED ON LOCATION, SEE ELEVATIONS.
5. PANELS ARE TRAPEZOIDAL (WIDTH VARIES FROM TOP TO
BOTTOM) ATTHE FOLLOWING LOCATIONS:
A. CAB FASCIA
B. INVERTED TAPERED CONE OF TOWER LEVELS 8-12
C. ANGLED TRANSITIONS WHERE TOWER LEVELS 1-7
SHAFT WALLS STEP BACK IN THICKNESS
6. CORNER THAT IS PULLED OUT/ ROTATION OF PANELS
VARIES BY LOCATION, SEE PANEL PATTERNS AND
ELEVATIONS.
LEFT ELEVATION
7/8"
7/8"
3' -0
RIGHT ELEVATION
7/8"
2 7/8"
3' -0
TOP VIEW
6'-0" TYP
7/
8"
7/ 8"
2 7/8"
6'-0" 6'-0" 6'-0"
3' -0
3'
-0
3' -0
PANEL PATTERN VARIES BY ELEVATION & LOCATION. SEE
ELVATIONS FOR PANEL PATTERNS.
3' -0
3'
-0
3' -0
VARIES
EQ EQ EQ EQ EQ EQ
0'1' 1' 2' 3'
SCALE: 3/4" = 1'-0"
8 7 6 5 4 3 2 1
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IN
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8 7 6 5 4 3 2 1
ATO - TECHNICAL OPERATIONS
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
WESTERN SERVICE AREA
ANCHORAGE ALASKATED STEVENS ANCHORAGE INTERNATIONAL AIRPORT
ANC-D-ATCT-
ATCT-TRACON
Stantec Architecture Inc.
725 East Fireweed Lane Suite 200
Anchorage, AK 99503-2245
Tel: (907) 276-4245 www.stantec.com
Project Number: 2014261000
Authorization to Practice # AECC1207
SUBMITTED BY APPROVED BY
DATE JCN
REVDRAWING NO
DESIGNED
DRAWN
CHECKED
REVIEWED BY
ISSUED BY
ANC ATCT-TRACON
ANCHORAGE
ALASKA
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A210
PANEL DETAILS & PATTERNS
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3/4" = 1'-0"A210
A8 TYP. FORMED PANEL - AXON & ELEVATIONS
1/2" = 1'-0"A210
D8 TYP. FORMED PANEL PATTERN 1 - BASE BUILDING LEVEL 2
1/2" = 1'-0"A210
F8 TYP. FORMED PANEL PATTERN 2- TOWER SHAFT & UPPER FLOORS
0'1' 2' 3' 5'4'
SCALE: 1/2" = 1'-0"
1'
REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
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