100% Revision 1 - Civil - Signed.pdf

PDF 3 MB Posted Jun 10, 2026

Attached to: Alaska Aerospace Corporation Pre-Engineered Metal Building - Vehicle Integration Building
Solicitation number: Not on record
Issued by: Ketchikan Gateway Borough, Alaska

About this file

Written by GovTribe AI · Jun 18, 2026

This document comprises civil engineering construction drawings for the Vehicle Integration Building (VIB) Pad 3 project at the Pacific Spaceport Complex on Kodiak Island, Alaska, prepared by BRPH Architects Engineers, Inc. for Alaska Aerospace Corporation. The drawings include site plans, grading and drainage plans, and utility plans with revision 1 dated June 3, 2026, professionally signed and sealed by Jennifer A. Harvin, Alaska PE #112979. The project encompasses the installation of a Vehicle Integration Building with associated infrastructure including concrete pads, 7-foot chain-link fencing with barbed wire, pedestrian and swing gates, concrete bollards, light poles, power and communications vaults, a 3,000-gallon aboveground fuel storage tank (8' wide x 11'-3" long, 3,000 gallon capacity), a 25,000-gallon deluge catchment tank, drainage systems including French drains and HDPE pipes ranging from 4" to 8" diameter with specified slopes, and utility connections for water, compressed air, power, and communications. The site plan identifies 49 key surveyed points with northing, easting, and elevation coordinates, establishing precise locations for fence corners, concrete structures, launch pad areas, power/communications vaults, and equipment placement. The grading and drainage plan details stormwater management with multiple drainage lines, gate valves, yard hydrants, area drains, and rip rap outlet protection designed to manage runoff from the approximately 157-foot by 147-foot facility area.

The civil construction drawings serve as the design basis for the Vehicle Integration Building installation, with all work subject to compliance with the 2021 International Building Code and applicable structural standards for Alaska's extreme environmental conditions including 160 mph wind loads and 40 PSF snow loads. The design incorporates owner-furnished equipment including the deluge catchment tank and fuel storage tank, with contractor responsibility for installation of these components along with all structural elements, site preparation, and utility infrastructure. The drawings reference detailed specifications on companion sheets (C-501, C-502) for specific construction details and include notes indicating contractor responsibility for field verification of existing topography and coordination with on-site personnel. The project timeline requires completion prior to Winter 2026, with work dependent upon completion of antecedent civil work anticipated for late Spring 2026, and bidders were given a deadline of June 24, 2026 (extended from June 9, 2026) to submit quotations with a question deadline of June 17, 2026 (extended from June 3, 2026).

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VIB

APE BOUNDARY

CONNECT EXISTING WILDLIFE

FENCING TO CHAIN LINK FENCE

GENERATOR BY OTHERS

11'

AIR COMPRESSOR

CONEX BOX

EXISTING UNDERGROUND

DELUGE CATCHMENT TANK,

PLACED BY AAC

R25'

RELOCATED CONEX BOX

(PER SHEET C-101)

2 18

48 49

SHARK PAD

VEHICLE RUNWAY

EAST COMMODITY PAD

L/M RUNWAY5

GAS STORAGE

TYP

TYP 2 PL

TYP

VIB DRIVEWAY

LOX DUMP POND

WEST COMMODITY PAD

RAT SLAB

TYP

24'

40'

157'

13'

25.2' 10'

250'

62'

147'

22'

20'

74.3'

47.7'

40'

12'

13'

30'

34'4'

25'

61.9'

POINT TABLE

NORTHING

17539.66

17595.57

17617.72

17673.65

17975.65

18013.88

18116.79

18098.21

18149.22

18065.28

18036.11

17698.11

17604.50

17658.76

17809.96

17949.69

17887.91

17729.92

17658.28

17651.49

17635.93

17686.33

17788.64

17794.47

17738.89

17748.21

17801.83

17906.74

17913.95

18027.15

18029.69

17574.76

17630.56

17771.62

17729.68

18007.94

17934.51

17664.79

17564.63

17576.77

18018.68

17998.43

17820.50

17811.05

17976.84

18004.24

17990.39

18041.92

EASTING

61999.98

61915.86

61882.56

61798.45

61999.26

61988.61

62023.67

62078.36

62112.27

62333.59

62330.08

62081.32

61956.62

61875.02

61913.11

62140.73

62048.81

62002.79

61933.54

61900.41

61973.34

61898.96

61966.99

61974.65

62041.80

62044.22

62000.63

62154.92

62164.32

62345.11

62339.12

61938.13

61854.22

61963.24

62026.50

62025.33

62256.42

61966.49

62004.63

61969.05

62330.50

62326.65

61994.89

61976.59

62096.50

62308.89

62329.71

62363.97

ELEVATION

155.22

156.39

155.22

155.04

154.30

154.85

155.90

155.54

0.00

156.00

156.75

156.00

157.00

156.84

156.77

156.43

156.38

156.55

156.58

156.41

156.67

156.29

156.21

169.00

167.50

154.71

154.70

156.44

156.47

155.19

157.09

156.77

156.67

156.57

161.85

0.00

156.77

160.96

161.76

168.00

DESCRIPTION

FENCE CORNER

CONCRETE CORNER

BUILDING CORNER

L/M RUNWAY CORNER

LAUNCH PAD CENTER

LAUNCH PAD CORNER

PWR/COMMS VAULT CENTER

LASER STING CENTER

PWR/COMMS VAULT CENTER

LIGHT POLE

LAUNCH PAD CORNER

EXISTING CATCHMENT TANK CORNER

CONEX CORNER

LOX DUMP POND CORNER

PWR/COMMS VAULT CENTER

EDGE OF GRAVEL CORNER

161.86

162.60

0 30' 60' 90'15'

SCALE: 1" = 30'

1"=30'

SITE PLAN

9.0

.00

-0

L\C -1

W G

6/3 /20

CIVIL NOTES:

A. FUEL STORAGE TANK BASIS OF DESIGN IS A HORIZONTAL ABOVEGROUND DOUBLE

WALL CONVAULT TANK FROM CORE ENGINEERED SOLUTIONS, INC. WITH THE

FOLLOWING PARAMETERS:

- MAWP ATMOSPHERIC

- GROSS CAPACITY 3,000 GAL

- TARE WEIGHT 38,200 LBS

- MAX GROSS WEIGHT 57,979 LBS

- TANK DIMENSIONS 8' WIDE x 11'-3" LONG

CIVIL KEYNOTES:

1. PROVIDE EXTERIOR EQUIPMENT PAD, SEE STRUCTURAL DRAWINGS.

2. PROVIDE CONCRETE PAVEMENT, SEE DETAIL 1 ON SHEET C-501.

3. PROVIDE CONCRETE DOOR LANDING, SEE STRUCTURAL AND ARCHITECTURAL

DRAWINGS.

4. PROVIDE CONCRETE SLAB, SEE STRUCTURAL DRAWINGS.

5. PROVIDE CONCRETE LAUNCH PAD, SEE STRUCTURAL DRAWINGS.

6. PROVIDE 7' TALL CHAIN LINK FENCING WITH 3-STRAND BARBED WIRE, SEE DETAIL

7 ON SHEET C-501.

7. PROVIDE 7' TALL DOUBLE LEAF SWING GATE, SEE DETAIL 5 ON SHEET C-501.

8. PROVIDE PEDESTRIAN GATE, SEE DETAIL 6 ON SHEET C-501.

9. PROVIDE CONCRETE FILLED BOLLARD, SEE DETAIL 4 ON SHEET C-501.

10. PROVIDE AGGREGATE SURFACE, SEE DETAIL 2 ON SHEET C-501.

11. PROVIDE BARRIER WALL, SEE STRUCTURAL DRAWINGS.

12. PROVIDE ECOBLOCK WALL CONTAINMENT PIT, SEE STRUCTURAL DRAWINGS.

13. POWER AND COMMUNICATIONS CONEX VAULTS, OWNER FURNISHED AND

CONTRACTOR INSTALLED.

14. PROVIDE LIGHT POLE AND FOUNDATION, SEE ELECTRICAL AND STRUCTURAL

DRAWINGS.

15. PROVIDE VERTICAL INTEGRATION BUILDING (VIB), SEE ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

16. OWNER FURNISHED AND INSTALLED 25,000-GAL ABOVEGROUND DELUGE

CATCHMENT TANK.

17. OWNER FURNISHED AND INSTALLED 3,000-GAL ABOVEGROUND FUEL STORAGE

TANK, SEE CIVIL NOTE A ON THIS SHEET.

18. LIMITS OF IMPERMEABLE LINER.

19. PROVIDE STAGE 2 UTILITY TRENCH, SEE STRUCTURAL DRAWINGS.

JENNIFER A. HARVIN

AK PE 112979

A. LUNA

P. BRIONES

C09729.001.01

SITE PLAN

C-121 54321 6

Architects Engineers, Inc.

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

19020 33rd Ave W| Suite 500 Lynnwood | Washington | 98036 425-255-1095

Alaska Business Entity Number: 56725F

Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston

DOCUMENT HISTORY

ISSUE FOR CONSTRUCTION

REV DATE DESCRIPTION

O M

O N

DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

ARCH/ENGR OF RECORD

DATE

05/08/2026

Th is it em h as b ee n el ec tr on ic al ly s ig ne d an d se al ed b y th e lic en se d pr of es si on al e ng in ee r n am ed b el ow u si ng a d ig ita l s ig na tu re a nd da te

. P rin te d co pi es o f t he d oc um en t a re n ot c on si de re d si gn ed an d se al ed

, a nd th e si gn at ur e m us t b e ve rif ie d on e le ct ro ni c co pi es

JENNIFER A. HARVIN

No.112979

REGISTERED PROFESSIONA L ENGINEER

1 06/03/26 REVISION 1

VIB

FFE: 157.00

APE BOUNDARY

158159

156.91

157.00

156.71

157.00

157.00 156.91

157.00

156.71

156.80 156.80

156.72156.72

156.84

156.77

156.75

156.50

156.47

156.75

156.46

156.00

156.50

156.46

156.00 156.00

156.50

-1 .0%-1 .0%

-2 .2%

-0.1% -0.1%

-1 .0%

-2 .2%

-1.1%

-2.7%

-1.6%

-3.6%

-0.5%

-2 .2%

-1 .7%

-1 .5%

155.21

155.22

155.56 155.56

155.38

155.56

3.0 :1

3.0:1

3.0 :1

C1 C-400

C3 C-400

C4 C-400

C5 C-400

C6 C-401

C2 C-400

C7 C-401

0 L

F 4 " H

IE: 150.37

SEE ENLARGED PLAN

ON THIS SHEET

156.45

156.31

TE: 156.25

IE: 153.62

156.41 156.33

TE: 156.25

IE: 153.62

-3.9%

-2.0%

-1.6%

-1 .7%

150.50

153.02 154.05

160.96

3.0 :1 3.1

:1 3.3 :1

154.71 154.81

155.04

155.13

154.30

154.82

155.90 155.55

161.84

162.66

156.74

156.73

156.09

156.24 157.33

155.82

156.81

156.31156.28

-4 .3%

-2.0%

5.5 :1

7.6 :1

3.0 :1

7.0 :1

8.9 :1

-2 .0%

13LF 12" HDPE @ 2.13%

13 LF 12" HDPE @ 1.97%

L/M RUNWAY

EAST COMMODITY PAD

WEST COMMODITY PAD

TE: 156.47

IE: 151.29 TE: 156.54

IE: 151.54

TE: 162.41

IE: 158.54

TE: 156.77

IE: 153.36

TE: 156.77

IE: 153.36

6 L

F 4"

3.0 :1

3.0:1

VAULT DRAIN TO TERMINATE AT THE END OF THE

TRENCH OF THE PREVIOUS FIRE HYDRANT LINE

(LOW POINT). FRENCH DRAIN BEGINNING POINT.

4" H

IE: 152.95

171 LF 4" HDPE @ 1.74%

TE: 156.55

IE: 154.41

IE: 150.28

TWO 45-DEG BEND

82 LF 6" HDPE @ 1.0%

-1.1%

-3.2%

156.39

156.47

156.39 -1

.9%

-2 .0%

-4.5%

-1.0%

-2.3%

-1.6

13 LF 4" HDPE @

1.00% MIN

IE: 154.72

6" HDPE @ 1.00% MIN 6" HDPE @ 1.00% MIN

-1 .4%

-1.

-2 .1%

160.00

161.75

MATCH EG

162.68

(FIELD VERIFY EG ELEVATION)

162.48

161.85 161.85

-6 .4%

-4.8%

-4.4%

-4.5%-1.0%

-1.7%

6" DELUGE CATCHMENT TANK INLET

36" RISER FOR

24" MANWAY

EXISTING 20,000-GAL

DELUGE CATCHMENT TANK

INSTALLED BY AAC

6" VENT W/ BIRD SCREEN

(2X 90° ELBOWS)

TRANSITION ABOVE

GRADE. INSTALL BIRD

SCREEN USING 6" HELIX

STAINLESS

STEEL HOSE CLAMPS

6" DELUGE

TRENCH DRAIN

TANK DRAIN

INV. 142.45

TANK FRENCH DRAIN

SYSTEM, SEE DETAIL

9 ON SHEET C-502

VERTICAL 90°

C8 C-401

IE: 152.13

20'

16 15 14

0 30' 60' 90'15'

SCALE: 1" = 30'

1"=30'

GRADING & DRAINAGE PLAN

9.0

.00

-0

L\C -1

W G

6/3 /20

CIVIL KEYNOTES:

1. PROVIDE DRAIN FROM ELECTRICAL/COMMUNICATIONS VAULTS, SEE DETAIL 7 ON

SHEET C-502.

2. PROVIDE GATE VALVE & BOX, SEE DETAIL 2 ON SHEET C-502.

3. PROVIDE LONG STEM GATE VALVE & BOX, SEE DETAIL 2 ON SHEET C-502.

4. EXISTING 6" FLANGED TANK CONNECTION.

5. PROVIDE 6" 45-DEG THREE-SEGMENT MITERED BEND.

6. PROVIDE 6"x6"x6" WYE.

7. PROVIDE 6"x6"x6" TEE.

8. PROVIDE V-SHAPED SWALE, 1.5' DEEP.

9. PROVIDE AREA DRAIN, SEE DETAIL 8 ON SHEET C-502.

10. STOCKPILE AREA FOR 3.5' OF TOPSOIL EXCAVATION.

11. PROVIDE RIP RAP OUTLET PROTECTION, SEE DETAIL 3 ON SHEET C-501.

12. LIMIT OF TOPOGRAPHIC SURVEY, CONTRACTOR TO FIELD VERIFY EXISTING

TOPOGRAPHY ACCOMMODATES THE DESIGN GRADING.

13. PROVIDE FRENCH DRAIN, SEE DETAIL 9A ON SHEET C-502.

14. EXISTING PLAIN END SCHEDULE 40 CARBON STEEL STUBOUT. WELD A CLASS 150

SLIP-ON FLANGE THEN INSTALL FLANGE ADAPTER AND 90-DEGREE BEND.

15. PROVIDE 6" FLANGE 2/ CLASS 150 STAINLESS STEEL BACK-UP RING.

16. PROVIDE 6" 90-DEGREE ELBOW THREE SEGMENT MITERED BEND.

17. SEE STRUCTURAL DRAWINGS FOR DRAIN PENETRATION IN TO THE LOP DELUGE

TRENCH.

JENNIFER A. HARVIN

AK PE 112979

A. LUNA

P. BRIONES

C09729.001.01

GRADING &

DRAINAGE PLAN

C-141 54321 6

Architects Engineers, Inc.

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

19020 33rd Ave W| Suite 500 Lynnwood | Washington | 98036 425-255-1095

Alaska Business Entity Number: 56725F

Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston

DOCUMENT HISTORY

ISSUE FOR CONSTRUCTION

REV DATE DESCRIPTION

O M

O N

DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

ARCH/ENGR OF RECORD

DATE

05/08/2026

Th is it em h as b ee n el ec tr on ic al ly s ig ne d an d se al ed b y th e lic en se d pr of es si on al e ng in ee r n am ed b el ow u si ng a d ig ita l s ig na tu re a nd da te

. P rin te d co pi es o f t he d oc um en t a re n ot c on si de re d si gn ed an d se al ed

, a nd th e si gn at ur e m us t b e ve rif ie d on e le ct ro ni c co pi es

JENNIFER A. HARVIN

No.112979

REGISTERED PROFESSIONA L ENGINEER

1" = 5'

ENLARGED PLAN

0 5' 10' 15'2.5'

SCALE: 1" = 5'

8" x 8" x 2" TEE

8" WM

2" W

GATE VALVE & BOX

FIRE HYDRANT ASSEMBLY,

SEE DETAIL 3 ON SHEET C-502

6" x 6" x 8" TEE

GATE VALVE & BOX

6" x 6" x 2" TEE

6" W

M 6"

W M

6" x 6" x 2" TEE

2" WM

FIRE HYDRANT ASSEMBLY,

SEE DETAIL 3 ON SHEET C-502

GATE VALVE & BOX

YARD HYDRANT, SEE

DETAIL 6 ON SHEET C-502

YARD HYDRANT,

SEE DETAIL 6 ON

SHEET C-502

YARD HYDRANT, SEE

DETAIL 6 ON SHEET C-502

UNDERGROUND COMPRESSED

AIR DISTRIBUTION, SEE

MECHANICAL DRAWINGS

UNDERGROUND POWER AND

COMMUNICATIONS, SEE

ELECTRICAL DRAWINGS

CONNECT TO

EXISTING WATER MAIN

GATE VALVE & BOX

N: 17810.7220 E: 62170.6214

N: 17756.3735 E: 62134.4799

N: 17802.8857 E: 62064.5305

N: 17837.0324 E: 62013.1770

N: 17752.5005 E: 62140.3093

N: 17884.8805 E: 61941.3118

N: 17866.5305 E: 62086.6907

N: 17651.6381 E: 61973.9967

N: 17656.2658 E: 61967.0375

90° BEND

N: 17688.6170 E: 61910.2670

N: 17686.6698 E: 61913.1953

90° BEND

N: 18072.0736 E: 62338.4938

RELOCATED FIRE HYDRANT (PER SHEET C-101)

N: 18063.0301 E: 62338.5768

90° TEE

N: 18063.0062 E: 62335.9519

90° BEND

N: 18059.3917 E: 62335.9850

45° BEND

0 30' 60' 90'15'

SCALE: 1" = 30'

1"=30'

UTILITY PLAN

9.0

.00

-0

L\C -1

W G

6/3 /20

JENNIFER A. HARVIN

AK PE 112979

A. LUNA

P. BRIONES

C09729.001.01

UTILITY PLAN

C-161 54321 6

Architects Engineers, Inc.

These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

19020 33rd Ave W| Suite 500 Lynnwood | Washington | 98036 425-255-1095

Alaska Business Entity Number: 56725F

Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston

DOCUMENT HISTORY

ISSUE FOR CONSTRUCTION

REV DATE DESCRIPTION

O M

O N

DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

ARCH/ENGR OF RECORD

DATE

05/08/2026

Th is it em h as b ee n el ec tr on ic al ly s ig ne d an d se al ed b y th e lic en se d pr of es si on al e ng in ee r n am ed b el ow u si ng a d ig ita l s ig na tu re a nd da te

. P rin te d co pi es o f t he d oc um en t a re n ot c on si de re d si gn ed an d se al ed

, a nd th e si gn at ur e m us t b e ve rif ie d on e le ct ro ni c co pi es

JENNIFER A. HARVIN

No.112979

REGISTERED PROFESSIONA L ENGINEER

UTILITY LEGENDS:

STORM PIPE

UNDERDRAIN (FRENCH DRAIN)

DRAINAGE SWALE

UNDERGROUND COMMUNICATIONS LINE

UNDERGROUND ELECTRICAL LINE

RIP RAP

STORM AREA DRAIN

FIRE HYDRANT

YARD HYDRANT

WYE

45 DEGREE BEND

GATE VALVE & BOX

90 DEGREE TEE

90 DEGREE BEND

WATER PIPE

COMPRESSED AIR PIPE

Sheets and Views

C-121 SITE PLAN

PLOT-42x30

PLOT-36x24

PLOT-34x22

PLOT-17x11

PLOT-11x17

PLOT-11x8.5

PLOT-8.5x11

PLOT-48x36

PLOT-40x28

C-141 GRADING & DRAINAGE PLAN

PLOT-42x30

PLOT-36x24

PLOT-34x22

PLOT-17x11

PLOT-11x17

PLOT-11x8.5

PLOT-8.5x11

PLOT-48x36

PLOT-40x28

C-161 UTILITY PLAN

PLOT-42x30

PLOT-36x24

PLOT-34x22

PLOT-17x11

PLOT-11x17

PLOT-11x8.5

PLOT-8.5x11

PLOT-48x36

PLOT-40x28

	2026-06-03T16:21:02-0400
Jennifer Anne Harvin -- BRPH

	2026-06-03T16:21:26-0400
Jennifer Anne Harvin -- BRPH

	2026-06-03T16:21:15-0400
Jennifer Anne Harvin -- BRPH

File details come from the government source that posted it. Updated Jun 18, 2026.