3. Combined Drawings for Pad D.pdf
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This document set comprises combined civil engineering drawings for Pad 3D at Alaska Aerospace Corporation's Pacific Spaceport Complex on Kodiak Island, Alaska, prepared by BRP Architects and Engineers with professional engineer Jennifer A. Harvin (AK PE 11297979) as the engineer of record, dated May 8, 2026. The civil scope encompasses limited site demolition including clearing and grubbing, grading and earthworks, paving, fencing, and utility distribution for water services related to Pad 3D construction. The project includes removal of existing aggregate apron, chain link fencing, and utility poles; relocation of a fire hydrant assembly and CONEX box; abandonment of existing water lines; site clearing within defined limits; construction of new aggregate surfaces, concrete pavements and slabs, launch pads, vehicle runway, and vertical integration building (VIB) foundation; installation of water distribution systems with specified pipe materials and fire protection systems; and provision of drainage infrastructure including storm drain pipes, area drains, swales, and French drain systems. The drawings reference a geotechnical report by Shannon & Wilson Inc. dated May 2025 and a topographic survey by Lounsbury & Associates Inc. dated January 23, 2025, establishing vertical control based on NAVD 88 datum and horizontal control on NAD83 (2002) Alaska State Plane Zone 5.
The project requires compliance with Alaska Department of Transportation & Public Facilities standards, NFPA 495 explosive materials code, and all applicable local, state, and federal regulations. The contractor must obtain and display project permits on site, coordinate with utility owners regarding existing utility locations, establish horizontal and vertical control, provide certified construction materials testing, and maintain safety markings and temporary fencing throughout construction. Structural fill materials must be compacted to 95 percent maximum density per ASTM D1557 (Modified Proctor Test) in 10 to 12-inch maximum lifts; excavations below slabs and spread footings must reach bedrock, while launch pads shall be placed on natural sandstone or structural fill. Water distribution piping specifications include ductile-iron pipe (AWWA C151, Classes 200 and 250), polyethylene plastic pipe (AWWA C901, C906, SDR 11, 160 PSI minimum rating), and specified fittings with stainless steel bolts and gasketed connections; hydrostatic testing is required at 240 PSI minimum for 2 hours with no leakage allowable for polyethylene pipe. The contractor is responsible for as-built drawings certified by an Alaska-licensed surveyor, recording actual construction locations and elevations of all structures, utilities, and appurtenances with field changes clearly noted before requesting final inspection.
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3.
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9.
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E (P
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IN
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CC
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NC
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H
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TM
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3.
CO
MP
LY
W
IT
H
TH
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UN
IF
OR
M
BU
ILD
IN
G
CO
DE
F
OR
F
LU
SH
IN
G
OF
F
IR
E
PR
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EC
TI
ON
P
IP
IN
G.
SE
ED
IN
G
1.
SE
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IN
G
SH
AL
L B
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IN
A
CC
OR
DA
NC
E
W
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H
SE
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N
8 O F
TH
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AS
KA
D
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P F
ST
AN
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D
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H
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HW
AY
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N
EX
CE
PT
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NG
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D
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T
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PL
Y.
A
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ON
DI
TI
ON
S
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2.
SU
BM
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C
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FI
CA
TI
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F
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TA
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CA
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C
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P
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BY
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T
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AN
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PE
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EN
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GE
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F
PU
RI
TY
, G
ER
MI
NA
TI
ON
, A
ND
W
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D
SE
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IN
CL
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YE
AR
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PR
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UC
TI
ON
A
ND
D
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OF
P
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KA
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NG
3.
FO
R
TO
PS
OI
L M
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ER
IA
L, RE
US
E
SU
RF
AC
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D
ST
OC
KP
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D
ON
T
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S
IT
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4.
PR
OV
ID
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S
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D
BL
EN
D W
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H
GE
RM
IN
AT
IO
N
PE
RI
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, P
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NT
P
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Y, A
ND
P
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G
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MI
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TI
ON
IN
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NC
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H
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N
OF
T
HE
A
LA
SK
A
DO
T
PF
S
TA
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D
SP
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IF
IC
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IO
NS
5.
SO
W S
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D
AT
T
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R
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TO
LB
P
ER
S Q.
F T.
S
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PA
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TI
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PL
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N
SH
AL
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IN
A
CC
OR
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NC
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H
TH
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AN
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CA
TI
ON
S
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N
8 H
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TH
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F
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PL
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N
FO
R
AL
L A
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AS
DR
AI
NA
GE
1.
ST
OR
M
DR
AI
NA
GE
IN
LE
TS
A
ND
P
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S
HA
LL
B
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PR
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D
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S
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AN
D, A
ND
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DU
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A
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OR
M
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2.
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OR
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TO
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FY
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3.
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EQ
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TO
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4.
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ON
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TA
TI
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SP
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IF
IC
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LY
N
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PL
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S.
5.
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IS
TI
NG
S
TO
RM
W
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D
RA
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AG
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PA
TT
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NS
A
ND
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MA
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TA
IN
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ON
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AC
TO
R
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AL
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IF
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PE
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TO
IN
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RR
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T
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MW
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AREA 3 PAD D
PACIFIC SPACEPORT COMPLEX, KODIAK ISLAND, ALASKA
ALASKA AEROSPACE CORPORATION
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8/
JE
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IF
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A . H
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VI
N No
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This item has been electronically signed and sealed by the licensed professional engineer named below using a digital signature and date. Printed copies of the document are not considered signed and sealed, and the signature must be verified on electronic copies
W
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156.80 156.80
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6.8
6.8
6.7
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6.5
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ALASKA AEROSPACE CORPORATION
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N No
.11
This item has been electronically signed and sealed by the licensed professional engineer named below using a digital signature and date. Printed copies of the document are not considered signed and sealed, and the signature must be verified on electronic copies
N
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N No
.11
This item has been electronically signed and sealed by the licensed professional engineer named below using a digital signature and date. Printed copies of the document are not considered signed and sealed, and the signature must be verified on electronic copies
UT
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3+
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P:\C09729.001.00 - AAC_PAD3D_TO2025-001\SHEETS\CIVIL\C-400.DWG
5/7/2026 3:03 PM
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PACIFIC SPACEPORT COMPLEX, KODIAK ISLAND, ALASKA
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A . H
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This item has been electronically signed and sealed by the licensed professional engineer named below using a digital signature and date. Printed copies of the document are not considered signed and sealed, and the signature must be verified on electronic copies
CR
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5/7/2026 3:03 PM
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This item has been electronically signed and sealed by the licensed professional engineer named below using a digital signature and date. Printed copies of the document are not considered signed and sealed, and the signature must be verified on electronic copies
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