OF69 - ADVERTISEMENT-reduced.pdf

PDF 41 MB Posted Jun 16, 2023

Attached to: NKO Parking Lot Construction - Offutt Air Force Base, Nebraska
Solicitation number: W9128F23R0048
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation requests proposals for a parking lot construction project at Offutt Air Force Base in Nebraska. The Non-Kinetic (NKO) Parking Lot Construction project involves constructing a concrete parking lot to support approximately 350 vehicles, requiring minor grading, removal of existing light poles and trees, concrete pavement, electrical utility work for parking lot lighting, parking lot lighting, pavement striping, and installation of a passive cable barrier vehicle intrusion management system. Proposals are due by July 19, 2023 at 2:00 PM CDT. The solicitation is restricted to economically disadvantaged women-owned small businesses. The project cost is estimated between $1,000,000 to $5,000,000. Upon award, the contractor must commence work within 10 days of the notice to proceed and complete the project within 450 calendar days. Performance and payment bonds will be required. Questions must be submitted through the Bidder Inquiry system on ProjNet.

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Other files

File	Type	Posted
W9128F23R0048-0004.pdf	PDF	Jul 19, 2023
W9128F23R0048-0003.pdf	PDF	Jul 10, 2023
Am_0002_Specs.pdf	PDF	Jun 30, 2023
Am_0002_Dwgs.pdf	PDF	Jun 30, 2023
W9128F23R0048-0002.pdf	PDF	Jun 30, 2023
W9128F23R0048-0001.pdf	PDF	Jun 20, 2023
SPECS_W9128F23R0048.pdf	PDF	Jun 16, 2023
W9128F23R0048.pdf	PDF	Jun 16, 2023

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SPECIAL FINISHSP FIN

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SPECIFICATIONSPEC

ABBREVIATIONS

COM

COCO

COM

EV EV

COM

EVEV

COM

W W

W D

M M

PBEV

E E

PB E

S S

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D S

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70060967.030VENT

70061

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70063967.058

LID COR

70064967.046

LID COR

70065

967.026LID COR

70066

967.021LID COR

70067966.940

LID COR

70068966.914

LID COR

70069966.969

LID COR

70070966.980

LID COR

60045

967.026CONC VAULT COR

60046967.024

CONC VAULT COR

60047966.911CONC VAULT COR

60048966.921

CONC VAULT COR

60049965.893OVERFLOW 2IN PVC

70160967.030VENT

70161

966.968VENT

70163967.058

LID COR

70164967.046

LID COR

70165

967.026LID COR

70166

967.021LID COR

70167966.940

LID COR

70168966.914

LID COR

70169966.969

LID COR

70170966.980

LID COR

GGG

D GG

MWD

C C

MWMWMW

T T

C D

S C

G W

C C

CBC

MWMW

G G

C C

T S

U U

ABANDONED IN PLACE

BUTLER BOULEVARD

24"

18"

16"

10"

12" 12"

6" 6"

16"

4" 18"

12"

18"

16" 16"

BUTLER BOULEVARD

C O

COLOM

BIA

OF 20-26

OF 20-27

G W

CRABAPPLE"

UNK" UNK" UNK"

UNK"

4 TREES"

MMM

G M

M M M

DDDDDDD

DDDDD

INVERT ELEVATION = 959.38

15"

24"

10"

18"

15"6" 8"

24"

18"

24"

30"

12"

10"

12"

10" 6"

12"

12" 12"

12"

15"

10"

12"

15"

10"

24" 10"

18"

15"

18"

15"

18"

15"

24"

15"

4-4"

30"

10"

24"

12"

7-4"

BUTLER BOULEVARD

GHT

LOOKING GLASS AVENUE

UNK"

BUTLER BOULEVARD

10"

12"

10"

4" 6"

36"

BUTLER BOULEVARD

UNK"

CBCB

C C

COCO

T T

M M

MMM

INVERT ELEVATION = 966.67

10"

12"

10"

14"

12"

15"

12"

4" 5"

12"

16"

10"

26"

18"

14"

16"

14"

14" 14"

14"

16"

12"

16"

24"

12"

12" 12"

12"

12" 12"

18"18"

6"6"

4" 2"

3" 3"

12"

12" 48"

10"

18"

20"

10"

15"

18"

8" 8"

18"

15"

24"

15"

30"

10"

2" 2"

18" STUMP

15"

15" 15"

24"

18"

12"

18"

24"

12"

16"

30"

16"

20"

30"

BUTLER BOULEVARD

REC

ON R

OAD

LOOKING GLASS AVENUE

3" 3"

NIG

HTW

CH A

NUE

PINE"

CBC

CBCB

EEE

COCO

M M

CBMM

14"

18"

22"

36"

38"

30"

72"

96"

12"

24"

OF20-07

OF20-08

OF20-09

OF20-10

OF20-11

OF20-12

OF20-13

OF20-14

OF20-15

OF20-16

T T

12"

LOOKING GLASS AVENUE

ABANDONED

NATURAL GAS

LINE

ABANDONED

NATURAL GAS

LINE

CONCRETE BARRIER

BUILDING 496

F.F.E. = 968.545

BUILDING 428

COMM VAULT

DIESEL

PUMP

SQUARE

ACCESS

COVER

FUEL PIT

FUEL

TANK

DIESEL

JET FUEL

H-FRAME POLE

12" RCP SW = 963.810

12" RCP NW = 963.841

RIM = 965.966

12" RCP SE = 964.366

TRENCH DRAIN

EXISTING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

O F6

9G I1

.d w g

D , B

D . B

GI100

C :\T

N W

1\ G

6E D

B\ D

O F6

9G I1

W G

/3 0/

_N C

S_ 4_

M O

N O

G 6E

M B

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

, N

N G

L O

CAPEHART HOUSING

CAPEHART ROAD

CORNHUSKER ROAD

OMAHA, NEBRASKA

MISSOURI RIVER

25th STREET

OFFUTT AFB

BELLEVUE, NEBRASKA

HIGHWAY 75

INTERSTATE 80

DODGE STREET

SCALE: N.T.S.

VICINITY MAPK10K1 N.T.S.

OFFUTT AIR FORCE BASE

A1 SCALE: 1"=100'

PROJECT LOCATION PLAN

PROJECT LOCATION

LOOKING GLASS AVE

REC

ON R

NIG

HTW

CH A

PROJECT LOCATION

BUTLER BLVD

100' 200'0

NORTH

PROJECT LOCATION

N U

NORTH

W W

COMM

SAN

PROPOSED

PARKING LOT

(BY OTHERS)

PROPOSED LOOKING

GLASS AVENUE

RECONSTRUCTION

(BY OTHERS)

PROPOSED NKO

BUILDING

(BY OTHERS)

PROPOSED NKO

PARKING LOT

(THIS CONTRACT)

EXISTING PARKING LOT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

O F6

9G I1

.d w g

D . B

C T

GI101

C :\T

N W

1\ G

6E D

B\ D

O F6

9G I1

W G

/3 0/

_N C

S_ 4_

M O

N O

G 6E

M B

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

, N

N G

L O

A1 SCALE: 1"=100'

OVERALL PLAN

LOOKING GLASS AVE

GHT

100' 200'0

NORTH

N U

W W

PBEV

PB E

T S

W W

LPG

E E

COMM

COM

COMM

COMM COMM

COMM

E E

COMM

SAN

UNK

14"

12"

15"

12" 12"

12"

16"

24"

CHAI

N LI

NCE

8' CHAIN LINK FENCE

7' CHAIN LINK FENCE

LOOKING GLASS AVENUE

8' CHAIN LINK FENCE

CHAI

N LI

NCE

LOOKING GLASS AVENUE

9" DIAMETER

3' TALL

4" DIAMETER

3.5' TALL

3' TALL

CONCRETE BARRIER

BLAST SHIELD

SHUTOFF

9" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

CONCRETE

BARRIER

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

BUILDING 496

F.F.E. = 968.545

BUILDING

F.F.E. = 968.549

NG B

UILD

G 58

F.F.E. = 970.466

FUEL PIT

RIM = 968.09

15" RCP SW = 964.55

RIM = 968.04

12" RCP S = 963.68

RIM = 966.70

12" RCP SW = 962.11

12" RCP N = 961.65

92" ARCH RCP NW = 958.823

92" ARCH RCP SE = 958.723

12" RCP SW = 963.810

12" RCP NW = 963.841

RIM = 965.966

12" RCP SE = 964.366

TRENCH DRAIN

RIM = 968.86

8" PVC SW = 954.014

8" CLAY NE = 954.21

8" CLAY NW = 955.16

6" CLAY NW = 957.56

RIM = 967.48

8" CLAY SW = 950.88

8" CLAY E = 950.98

8" PVC NW = 951.18

8" CLAY SE = 952.83

RIM = 967.80

10" PVC W = 950.05

8" PVC SW = 950.35

10" PVC NE = 950.20

RIM = 969.211

6" PVC SE = 962.860

8" PVC NW = 962.660

RIM = 966.65

10" PVC NW = 952.89

10" PVC SE = 952.95

10" PVC SW = 954.28

EXISTING

DIESEL

8 969

W W

SAN

CONCURRENT WORK

NKO CAMPUS

(FOR INFORMATION ONLY)

COM

EVEVPB

W W

PBEV

EVEV

PB E

MWD

T S

LPG

ABANDONED IN PLACE

MMM

CHAI

N LI

NCE

8' CHAIN LINK FENCE

GHT

LOOKING GLASS AVENUE

M G

UNK"

UNK

UNK"

UNK

UNK"

UNK

UNK"

UNK

UNK"

UNK

C C

T T

10"

12"

14"

12"

15"

12"

16"

14"

14" 14"

14"

16"

12"

16"

24"

12"

12" 12"

12"

12" 12"

CHAI

N LI

NCE

8' CHAIN LINK FENCE

7' CHAIN LINK FENCE

BUTLER BOULEVARD

REC

ON R

OAD

LOOKING GLASS AVENUE

NIG

HTW

CH A

NUE

CBMM

36"

OF20-07

OF20-08

OF20-09

OF20-10

12"

8' CHAIN LINK FENCE

' C

HAI

N LI

NCE

10' CHAIN LINK

FENCE

CHAI

N LI

NCE

LOOKING GLASS AVENUE

ABANDONED

NATURAL GAS

LINE

ABANDONED

NATURAL GAS

LINE

EXISTING BUILDING 531

4" DIAMETER

7' TALL

9" DIAMETER

4' TALL

10" DIAMETER

3' TALL

8" DIAMETER

3' TALL

4" DIAMETER

4' TALL

13" DIAMETER

6" TALL

12" DIAMETER

1.25' TALL

12" DIAMETER

1' TALL

6" DIAMETER

3' TALL

3" DIAMETER

2' TALL

10" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

BIKE RACK

6" DIAMETER

3' TALL

3" DIAMETER

2' TALL

9" DIAMETER

3' TALL

4" DIAMETER

3.5' TALL

9" DIAMETER

3' TALL

DESTROYED

9" DIAMETER

3' TALL

CONCRETE BARRIER

BLAST SHIELD

SHUTOFF

9" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

CONCRETE

BARRIER

7" DIAMETER

4' TALL

8" DIAMETER

4' TALL

3' POST AND CABLE FENCE

8' METAL FENCE

8' CHAIN LINK FENCE

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

F.F.E. =968.279

GUARD SHACK

BLAST SHIELD

BUILDING 496

F.F.E. = 968.545

BUILDING

EXISTING BUILDING 504

F.F.E. = 967.275

COLUMN

BUILDING 428

F.F.E. = 968.549

BUILDING 564

NG B

UILD

G 58

F.F.E. = 970.466

FUEL PIT

JET FUEL

RIM = 967.320

36" RCP NW = 960.020

12" RCP NNW = 962.570

36" RCP ENE = 960.120

30" RCP SW = 960.120

6" PVC NNE = 963.820

RIM = 969.060

36" RCP SE = 959.692

36" RCP SW = 959.825

12" RCP NE = 961.565

RIM = 968.09

15" RCP SW = 964.55

RIM = 968.04

12" RCP S = 963.68

RIM = 966.70

12" RCP SW = 962.11

12" RCP N = 961.65

RIM = 968.223

92" ARCH RCP NW = 958.823

92" ARCH RCP SE = 958.723

12" RCP SW = 963.810

12" RCP NW = 963.841

RIM = 965.966

12" RCP SE = 964.366

TRENCH DRAIN

RIM = 966.51

48" RCP SE = 957.60

48" RCP NW = 957.75

RIM = 968.461

6" PVC NW = 964.872

8" PVC SE = 959.963

8" PVC NE = 958.905

8" PVC SW = 959.282

8" PVC NNW = 958.979

RIM = 968.240

102" ARCH RCP SE = 957.540

102" ARCH RCP NW = 957.440

CORPS GIS SHOWS BOTH SANITARY

AND STORM SEWER IN THE SAME

AREA

RIM = 965.78

60" RCP NW = 959.09

60" RCP SE = 659.17

12" RCP SW = 960.04

18" RCP NE = 960.96

RIM = 965.177

12" RCP NE = 961.968

RIM = 966.36

8" HDPE NW = 963.47

8" HDPE SE = 963.56

RIM = 966.77

8" HDPE SE = 961.30

15" RCP SW = 961.38

15" RCP NE = 961.86

RIM = 964.98

15" RCP NW = 961.74

15" ECP SE = 961.62

RIM = 965.75

15" RCP SE = 962.49

RIM = 967.25

15" RCP SW = 962.65

RIM = 966.13

15" RCP NE = 962.65

15" RCP NW = 962.66

18" RCP SE = 962.59

RIM = 965.343

8" PVC NE = 962.981

8" PVC NE = 963.014

6" PVC W = 963.217

RIM = 967.16

30" HDPE NW = 962.54

8" PVC SW = 962.56

30" HDPE SE = 962.62

RIM = 968.164

6" PVC E = 963.588

RIM = 967.67

30" HDPE SE = 963.04

30" HDPE NW = 963.14

15" RCP N = 963.36

RIM = 967.32

15" RCP S = 963.94

RIM = 966.80

15" RCP NW = 963.52

RIM = 966.67

18" RCP NW = 963.28

15" RCP SE = 963.49

RIM = 966.16

18" RCP NW = 962.82

15" RCP SW = 962.83

18" RCP SE = 962.98

RIM = 966.56

18" RCP SE = 963.22

RIM = 965.91

18" RCP NE = 961.13

RIM = 969.021

8" CLAY SW = 954.720

8" CLAY NE = 954.72

8" CLAY SE = 955.47

2" CLAY ESE = 955.92

RIM = 968.86

8" PVC SW = 954.014

8" CLAY NE = 954.21

8" CLAY NW = 955.16

6" CLAY NW = 957.56

RIM = 967.48

8" CLAY SW = 950.88

8" CLAY E = 950.98

8" PVC NW = 951.18

8" CLAY SE = 952.83

RIM = 967.80

10" PVC W = 950.05

8" PVC SW = 950.35

10" PVC NE = 950.20

RIM = 967.66

8" SW = 954.61

8" SE = 948.56

10" NW = 948.46

RIM = 966.906

TOP OF PIPE = 962.256

GROUND WATER RECOVERY SYSTEM

ABANDONED IN PLACE

RIM = 967.58

FLOOR = 948.18

NO INVERTS - 1.6FT

STANDING WATER

RIM = 962.41

6" E CLAY = 957.31

6" S CLAY = 957.36

6" W CLAY = 957.36

RIM = 962.21

6" NNE CLAY = 958.11

6" W CLAY = 958.16

GROUND WATER

RECOVERY SYSTEM

ABANDONED IN PLACE

HF2C-PW1 AND ABOVE

GROUND VALVE

RIM = 966.24

8" PVC SE = 953.92

8" PVC NW = 953.95

RIM = 966.06

8" PVC NE = 958.03

8" PVC NW =958.08

6" PVC SE = 958.09

6" PVC W = 958.14

RIM = 967.30

8" PVC NE = 961.05

6" PVC NW = 961.60

6" PVC E = 962.37

RIM = 969.211

6" PVC SE = 962.860

8" PVC NW = 962.660

RIM = 966.65

10" PVC NW = 952.89

10" PVC SE = 952.95

10" PVC SW = 954.28

RIM = 967.78

10" PVC SW = 954.84

10" PVC SE = 954.86

RIM = 966.77

10" PVC NW = 954.50

10" PVC NE = 954.72

10" PVC SE = 955.57

RIM = 967.15

10" PVC SW = 956.04

10" PVC NW = 955.93

RIM = 966.99

10" PVC NW = 956.35

10" PVC S = 956.96

RIM = 966.36

10" PVC N = 957.33

8" PVC SE = 957.56

RIM = 969.22

8" PVC SW = 963.93

8" PVC SE = 964.40

EXISTING

DIESEL

CONCURRENT WORK

NKO CAMPUS

(FOR INFORMATION ONLY)

CONCURRENT WORK

NKO CAMPUS

(FOR INFORMATION ONLY)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

O F6

dw g

R . S

C O

R N

C O

R N

L O

C :\T

N W

1\ G

6E D

B\ D

O F6

W G

/9 /2

_N C

S_ 4_

M O

N O

G 6E

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

O M

O L

O M

A, N E

N U

, N

N G

L O

B-101

A1 SCALE: 1" = 30' - 0"

BORING LOCATION PLAN

30' 60'0

NORTH

SCALE: 1" = 400'

NORTH

KEY PLAN

BORING INFORMATION

BORING NO. NORTHING EASTING ELEVATION (ft)

OF22-01 492307.987 2766937.359 966.0

OF22-02 492226.216 2767135.662 969.0

OF22-03 492067.570 276227.567 968.0

OF22-01

OF22-02

OF22-03

LEGEND

APPROXIMATE BORING LOCATION

BORING NOTES

1. COORDINATE SYSTEM: NEBRASKA (2600), DATUM: NAVD88, NAD83.

2. SEE SHEET B-301 FOR BORING LOGS.

LPG

E E

COMM

LPG

SAN

MMM

CHAI

N LI

NCE

8' CHAIN LINK FENCE

LOOKING GLASS AVENUE

UNK

16"

14"

14" 14"

14"

16"

7' CHAIN LINK FENCE

LOOKING GLASS AVENUE

EXISTING BUILDING 531

4" DIAMETER

7' TALL

10" DIAMETER

3' TALL

4" DIAMETER

13" DIAMETER

6" TALL

12" DIAMETER

1.25' TALL

12" DIAMETER

1' TALL

6" DIAMETER

3' TALL

10" DIAMETER

4' TALL

BLAST SHIELD

SHUTOFF

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

F.F.E. =968.279

BLAST SHIELD

BUILDING 428

12" RCP SW = 963.810

12" RCP NW = 963.841

RIM = 965.966

12" RCP SE = 964.366

TRENCH DRAIN

RIM = 967.78

10" PVC SW = 954.84

10" PVC SE = 954.86

RIM = 966.77

10" PVC NW = 954.50

10" PVC NE = 954.72

10" PVC SE = 955.57

RIM = 967.15

10" PVC SW = 956.04

10" PVC NW = 955.93

RIM = 966.99

10" PVC NW = 956.35

10" PVC S = 956.96

RIM = 966.36

10" PVC N = 957.33

8" PVC SE = 957.56

COMM

CONCURRENT WORK

NKO CAMPUS

(FOR INFORMATION ONLY)

COM

EVEVPB

W W

PB E

MWD

T S

LPG

ABANDONED IN PLACE

MMM

CHAI

N LI

NCE

8' CHAIN LINK FENCE

GHT

LOOKING GLASS AVENUE

UNK

UNK"

UNK

UNK"

UNK

UNK"

UNK

UNK"

UNK

C C

T T

10"

12"

12" 12"

12"

12" 12"

CHAI

N LI

NCE

8' CHAIN LINK FENCE

7' CHAIN LINK FENCE

BUTLER BOULEVARD

REC

ON R

OAD

LOOKING GLASS AVENUE

NIG

HTW

CH A

NUE

CBMM

36"

OF20-07

OF20-08

OF20-09

OF20-10

12"

8' CHAIN LINK FENCE

' C

HAI

N LI

NCE

10' CHAIN LINK

FENCE

CHAI

N LI

NCE

LOOKING GLASS AVENUE

ABANDONED

NATURAL GAS

LINE

ABANDONED

NATURAL GAS

LINE

EXISTING BUILDING 531

4" DIAMETER

7' TALL

9" DIAMETER

4' TALL

10" DIAMETER

3' TALL

8" DIAMETER

3' TALL

4" DIAMETER

4' TALL

13" DIAMETER

6" TALL

12" DIAMETER

1.25' TALL

12" DIAMETER

1' TALL

6" DIAMETER

3' TALL

3" DIAMETER

2' TALL

10" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

BIKE RACK

6" DIAMETER

3' TALL

3" DIAMETER

2' TALL

9" DIAMETER

3' TALL

4" DIAMETER

3.5' TALL

9" DIAMETER

3' TALL

DESTROYED

9" DIAMETER

3' TALL

BLAST SHIELD

SHUTOFF

9" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

CONCRETE

BARRIER

7" DIAMETER

4' TALL

8" DIAMETER

4' TALL

3' POST AND CABLE FENCE

8' METAL FENCE

8' CHAIN LINK FENCE

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

FUEL PIT

JET FUEL

RIM = 967.320

36" RCP NW = 960.020

12" RCP NNW = 962.570

36" RCP ENE = 960.120

30" RCP SW = 960.120

6" PVC NNE = 963.820

RIM = 969.060

36" RCP SE = 959.692

36" RCP SW = 959.825

12" RCP NE = 961.565

RIM = 968.09

15" RCP SW = 964.55

RIM = 968.04

12" RCP S = 963.68

RIM = 966.70

12" RCP SW = 962.11

12" RCP N = 961.65

RIM = 968.223

92" ARCH RCP NW = 958.823

92" ARCH RCP SE = 958.723

12" RCP SW = 963.810

12" RCP NW = 963.841

RIM = 965.966

12" RCP SE = 964.366

TRENCH DRAIN

RIM = 966.51

48" RCP SE = 957.60

48" RCP NW = 957.75

RIM = 968.461

6" PVC NW = 964.872

8" PVC SE = 959.963

8" PVC NE = 958.905

8" PVC SW = 959.282

8" PVC NNW = 958.979

RIM = 968.240

102" ARCH RCP SE = 957.540

102" ARCH RCP NW = 957.440

CORPS GIS SHOWS BOTH SANITARY

AND STORM SEWER IN THE SAME

AREA

RIM = 965.78

60" RCP NW = 959.09

60" RCP SE = 659.17

12" RCP SW = 960.04

18" RCP NE = 960.96

RIM = 965.177

12" RCP NE = 961.968

RIM = 966.36

8" HDPE NW = 963.47

8" HDPE SE = 963.56

RIM = 966.77

8" HDPE SE = 961.30

15" RCP SW = 961.38

15" RCP NE = 961.86

RIM = 964.98

15" RCP NW = 961.74

15" ECP SE = 961.62

RIM = 965.75

15" RCP SE = 962.49

RIM = 967.25

15" RCP SW = 962.65

RIM = 966.13

15" RCP NE = 962.65

15" RCP NW = 962.66

18" RCP SE = 962.59

RIM = 965.343

8" PVC NE = 962.981

8" PVC NE = 963.014

6" PVC W = 963.217

RIM = 967.16

30" HDPE NW = 962.54

8" PVC SW = 962.56

30" HDPE SE = 962.62

RIM = 968.164

6" PVC E = 963.588

RIM = 967.67

30" HDPE SE = 963.04

30" HDPE NW = 963.14

15" RCP N = 963.36

RIM = 967.32

15" RCP S = 963.94

RIM = 966.80

15" RCP NW = 963.52

RIM = 966.67

18" RCP NW = 963.28

15" RCP SE = 963.49

RIM = 966.16

18" RCP NW = 962.82

15" RCP SW = 962.83

18" RCP SE = 962.98

RIM = 966.56

18" RCP SE = 963.22

RIM = 965.91

18" RCP NE = 961.13

RIM = 969.021

8" CLAY SW = 954.720

8" CLAY NE = 954.72

8" CLAY SE = 955.47

2" CLAY ESE = 955.92

RIM = 968.86

8" PVC SW = 954.014

8" CLAY NE = 954.21

8" CLAY NW = 955.16

6" CLAY NW = 957.56

RIM = 967.48

8" CLAY SW = 950.88

8" CLAY E = 950.98

8" PVC NW = 951.18

8" CLAY SE = 952.83

RIM = 967.80

10" PVC W = 950.05

8" PVC SW = 950.35

10" PVC NE = 950.20

RIM = 967.66

8" SW = 954.61

8" SE = 948.56

10" NW = 948.46

RIM = 966.906

TOP OF PIPE = 962.256

GROUND WATER RECOVERY SYSTEM

ABANDONED IN PLACE

RIM = 967.58

FLOOR = 948.18

NO INVERTS - 1.6FT

STANDING WATER

RIM = 962.41

6" E CLAY = 957.31

6" S CLAY = 957.36

6" W CLAY = 957.36

RIM = 962.21

6" NNE CLAY = 958.11

6" W CLAY = 958.16

GROUND WATER

RECOVERY SYSTEM

ABANDONED IN PLACE

HF2C-PW1 AND ABOVE

GROUND VALVE

RIM = 966.24

8" PVC SE = 953.92

8" PVC NW = 953.95

RIM = 966.06

8" PVC NE = 958.03

8" PVC NW =958.08

6" PVC SE = 958.09

6" PVC W = 958.14

RIM = 967.30

8" PVC NE = 961.05

6" PVC NW = 961.60

6" PVC E = 962.37

RIM = 969.211

6" PVC SE = 962.860

8" PVC NW = 962.660

RIM = 966.65

10" PVC NW = 952.89

10" PVC SE = 952.95

10" PVC SW = 954.28

RIM = 967.78

10" PVC SW = 954.84

10" PVC SE = 954.86

RIM = 966.77

10" PVC NW = 954.50

10" PVC NE = 954.72

10" PVC SE = 955.57

RIM = 967.15

10" PVC SW = 956.04

10" PVC NW = 955.93

RIM = 966.99

10" PVC NW = 956.35

10" PVC S = 956.96

RIM = 966.36

10" PVC N = 957.33

8" PVC SE = 957.56

RIM = 969.22

8" PVC SW = 963.93

8" PVC SE = 964.40

DIESEL

CONCURRENT WORK

NKO CAMPUS PARKING

(FOR INFORMATION ONLY)

CONCURRENT WORK

NKO CAMPUS

(FOR INFORMATION ONLY)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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R . S

C O

R N

C O

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US Army Corps of Engineers

U .S

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B-102

A1 SCALE: 1" = 30' - 0"

BORING LOCATION PLAN

30' 60'0

NORTH

KEY PLAN

NORTH

SCALE: 1" = 400'

LEGEND

BORING INFORMATION

BORING NO. NORTHING EASTING ELEVATION (ft)

OF22-04 491979.733 2767428.643 967.0

OF22-05 491818.432 2767564.529 968.0

OF22-06 491752.999 2767761.237 968.0

OF22-07 491642.120 2767837.646 967.0

APPROXIMATE BORING LOCATION

BORING NOTES

1. COORDINATE SYSTEM: NEBRASKA (2600), DATUM: NAVD88, NAD83.

2. SEE SHEET B-301 FOR BORING LOGS.

OF22-04

OF22-05

OF22-06

OF22-07

POORLY GRADED SAND WITH SILT, tan, medium dense, moist, 1% gravel, 1% coarse sand, 5% medium sand, 86% fine sand, 7% fines

OF22-01

January 11, 2023 N 492307.987 E 2766937.359

ELEV. 966.0 FT

MC N

8.4% 15

25.5%

33.3%

31.5%

EOB - 10.0 FT BELOW GROUND SURFACE

GROUNDWATER TABLE NOT ENCOUNTERED

0.0

5.0

10.0

DEPTH (FT)

POORLY GRADED SAND WITH SILT, tan, medium dense, moist, 1% gravel, 2% coarse sand, 23% medium sand, 69% fine sand, 5% fines

OF22-02

January 11, 2023 N 492226.216 E 2767135.662

ELEV. 968.5 FT

MC N

EOB - 10.0 FT BELOW GROUND SURFACE

GROUNDWATER TABLE NOT ENCOUNTERED

0.0

5.0

DEPTH (FT)

BORING NOTES

1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF

FIELD AND LABORATORY DATA. THE TERMS "DRY", "MOIST", "WET", ETC.

ARE FIELD DESCRIPTIONS MADE BY THE GEOLOGIST IN THE FIELD AT THE

TIME OF DRILLING. SEE "MC" ON THE CONDENSED LOG OF BORINGS FOR

LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.

LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.

2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT

THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED AT

THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF

THE SOILS WHICH WERE ENCOUNTERED AT THAT LOCATION; HOWEVER,

WATER LEVELS CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS

OF THE YEAR OR FROM YEAR TO YEAR DEPENDING LARGELY ON CLIMATIC

CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY GROUNDWATER

CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.

3. FOR SOIL BORING LOCATIONS, SEE SHEETS B-101 AND B-102.

4. COORDINATE SYSTEM: NEBRASKA STATE PLANE (2600)

DATUM: NAVD88, NAD83

10.0 C.I. 1/11

SILTY CLAY, tan, stiff, trace organics, moist, 1% sand, 99% fines

OF22-03

January 11, 2023 N 492067.570 E 2767227.567

ELEV. 966.5 FT

VEGETATION AT SURFACE

MC N

EOB - 10.0 FT BELOW GROUND SURFACE

GROUNDWATER TABLE NOT ENCOUNTERED

0.0

5.0

DEPTH (FT)

SILTY SAND, tan, medium dense, moist, 1% gravel, 1% coarse sand, 1% medium sand, 83% fine sand, 14% fines

OF22-04

January 11, 2023 N 491979.733 E 2767428.643

ELEV. 967.5 FT

MC N

EOB - 10.0 FT BELOW GROUND SURFACE

GROUNDWATER TABLE NOT ENCOUNTERED

DEPTH (FT)

CLAYEY SAND, dark brown, dense, moist, 1% gravel, 1% coarse sand, 4% medium sand, 45% fine sand, 49% fines

OF22-05

January 11, 2023 N 491818.432 E 2767564.529

ELEV. 967.5 FT

VEGETATION AT SURFACE

MC N

16.6% 18

235.2%

EOB - 10.0 FT BELOW GROUND SURFACE

GROUNDWATER TABLE NOT ENCOUNTERED

0.0

5.0

DEPTH (FT)

SILTY GRAVEL, gray, medium dense, dry, 53% gravel, 11% coarse sand, 12% medium sand, 11% fine sand, 13% fines

OF22-06

January 11, 2023 N 491752.999 E 2767761.237

ELEV. 968.0 FT

VEGETATION AT SURFACE

MC N

7.9% 21

34.8%

42.4%

6.4%

EOB - 10.0 FT BELOW GROUND SURFACE

GROUNDWATER TABLE NOT ENCOUNTERED

0.0

5.0

DEPTH (FT)

10.0

SILTY SAND, tan, loose, moist, 2% gravel, 2% coarse sand, 15% medium sand, 66% fine sand, 15% fines

OF22-07

January 11, 2023 N 491642.120 E 2767837.646

ELEV. 967.0 FT

MC N

EOB - 10.0 FT BELOW GROUND SURFACE

GROUNDWATER TABLE NOT ENCOUNTERED

0.0

5.0

DEPTH (FT)

C.I. 1/11

PCC, 0.6 FT

BORING LEGEND

OF22-01

January 11, 2023

N 492307.987 E 2766937.359

ELEV. 968.0 FT

% fines

EOB

BORING NUMBER

DATE BORING COMPLETED

UNITED STATES STATE PLANE COORDINATES, US SURVEY

FEET, ZONE 2500, MONTANA

TOP OF BORING ELEVATION ROUNDED TO NEAREST

HALF-FOOT (NAVD88)

NATURAL MOISTURE CONTENT IN PERCENT (ASTM D2216)

LIQUID LIMIT

PLASTICITY INDEX

STANDARD PENETRATION BLOW COUNT. NUMBER OF

BLOWS FOR A 140-POUND WEIGHT DROPPING 30 INCHES TO

DRIVE A 2-INCH OUTSIDE DIAMETER SAMPLER 1 FOOT.

PERCENT OF SOIL BY DRY WEIGHT PASSING THE NO. 200

SIEVE (ASTM D422 / C136)

BORING CAVE-IN DEPTH AND DATE MEASURED

END OF BORING

C.I. 1/11

FAT CLAY, gray, soft to medium stiff, moist, FILL

(SP-SM)

FILL

(SP-SM)

POORLY GRADED SAND WITH CLAY, gray, loose, wet fine grainedSP-SC

LEAN CLAY, gray, stiff, trace organics, moistCL

CL-ML

SP-SC POORLY GRADED SAND WITH CLAY, tan, loose, moist

FILL

(SM)

FILL

(SC)

SILTY CLAY, gray, medium stiff, moist

FILL

(GM)

LEAN CLAY, gray, medium stiff, moist, 2% coarse sand, 8% medium sand, 16% fine sand, 74% fines

POORLY GRADED SAND, gray, medium dense, moistSP

FILL

(SM)

SILTY CLAY, gray, stiff, moist, 1% coarse sand, 3% medium sand, 29% fine sand, 68% fines

10.0

0.0

5.0

10.0

4.9% 21

7.8%

30.3%

37.7% C.I. 1/11

15.1% 11

23.2%

24.7%

25.8% C.I. 1/11

8.4%

32.3% C.I. 1/11

10.0

PCC, 0.5 FT

SILTY SAND, gray, loose, moist, 1% gravel,1% coarse sand, 2% medium sand, 56% fine sand, 41% fines

SILT, tan/gray, medium stiff, moist, PCC, 0.67 FT

ML SP POORLY GRADED SAND, tan, loose, moist

LEAN CLAY, tan, soft, moist

PCC, 0.6 FT

SILTY SAND, tan, loose, moist

CL-ML

LEAN CLAY, dark gray, stiff, moist, trace organics

SILTY CLAY, gray, soft, moist

C.I. 1/11

SILTY SAND, brown-gray, dense, moist, 10% fines

CL-ML

LEAN CLAY, gray, stiff, moist

7.6%

14.7%

66 44

LL PI

LL PI LL PI

LL PI

40 21

28 12

45 28

36 17

16.7%

20.3%

27.0%

33.8%

26.9%

16.6%

5.2%

8.4%

6.8%

SM-SC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

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B Y:

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SHEET ID

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9B -3

.d w g

R . S

C O

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C O

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C :\T

6\ O

F6 9B

-3

.D W

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C S_

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US Army Corps of Engineers

U .S

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B-301

COM

EVEVPB

W W

PBEV

SAN

PB E

MWD

T S

SAN

LPG

E E

COMM

C O

M M

COMM

C O

M M

COMM

E E

C O

M M G

W W

LPG

SAN

ABANDONED IN PLACE

MMM

INVERT ELEVATION = 959.38

BUTLER BOULEVARD

GHT

LOOKING GLASS AVENUE

M G

UNK

C C

T T

10"

12"

14"

12"

15"

12"

16"

14"

14" 14"

14"

16"

12"

16"

24"

12"

12" 12"

12"

12" 12"

BUTLER BOULEVARD

REC

ON R

OAD

LOOKING GLASS AVENUE

NIG

HTW

CH A

NUE

CBMM

36"

T T

12"

LOOKING GLASS AVENUE

ABANDONED

NATURAL GAS

LINE

ABANDONED

NATURAL GAS

LINE

CONCRETE BARRIER

BUILDING 496

F.F.E. = 968.545

BUILDING 428

FUEL PIT

JET FUEL

12" RCP SW = 963.810

12" RCP NW = 963.841

RIM = 965.966

12" RCP SE = 964.366

TRENCH DRAIN

EXISTING

8 969

967 96

969 96

8 96

969971972973974976

966966

971972973974976

96896

COMM

VF101

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

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E D

C R

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SHEET ID

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9V F1

-1

.d w g

D .B

N G

C O

N D

N S

C :\T

N W

1\ G

6E D

B\ D

O F6

9V F1

-1

W G

A M

C _N

C S_

4_ M

O N

O .C

6E D

US Army Corps of Engineers

U .S

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VF100

A1 SCALE: 1" = 100' - 0"

EXISTING CONDITIONS - OVERVIEW

100' 200'0

NORTH

VF102

IH 20-21A

NORTHING = 490739.313

EASTING = 2767966.151

ELEVATION = 965.030

8" REBAR WITH ALUMINUM CAP

SURVEY NOTES

1. GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND

REFER TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83) STATE

PLANE COORDINATE SYSTEM FOR: NEBRASKA 2600. THEY ARE

BASED ON CONTROL POINT IH 16-03 A.

2. ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO

THE NATIONAL AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

3. TOPOGRAPHY IS DERIVED FROM GPS/RTK AND TOTAL STATION

SURVEY METHODS

FIELD SURVEY DATE: FEBRUARY 2020

4. CONTOUR INTERVAL IS 1 US SURVEY FOOT.

5. COMBINED GRID FACTOR IS 1 / 0.999636032.

6. ALL UTILITIES WERE LOCATED BY SURFACE INDICATION.

7. MANHOLES THAT DO NOT HAVE INVERT INFORMATION ARE FULL OF

WATER.

8. ALL CHAIN LINK FENCES HAVE BARBED WIRE ON TOP.

GENERAL NOTES

1. REPRESENTATION OF LOOKING GLASS AVENUE IS BASED ON

CONTRACT AWARD DESIGN DOCUMENTS FROM DEMOLITION AND SITE

PREPARATION PROJECT, CONTRACT NO. W9128F-21-C-0059.

2. REPRESENTATION OF THE NKO CAMPUS IS BASED ON SCHEMATIC

DESIGN (35%) PHASE NON-KINETIC OPERATIONS PROJECT,

SOLICITATION NO. W9128F-22-R-0004.

3. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS DATA PRIOR TO

THE BEGINNING OF CONSTRUCTION.

W W

PBEV

PB E

T S

W W

LPG

E E

COMM

COM

COMM

COMM COMM

COMM

E E

COMM

SAN

UNK

14"

12"

15"

12" 12"

12"

16"

24"

CHAI

N LI

NCE

8' CHAIN LINK FENCE

7' CHAIN LINK FENCE

LOOKING GLASS AVENUE

8' CHAIN LINK FENCE

CHAI

N LI

NCE

LOOKING GLASS AVENUE

9" DIAMETER

3' TALL

4" DIAMETER

3.5' TALL

3' TALL

CONCRETE BARRIER

BLAST SHIELD

SHUTOFF

9" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

CONCRETE

BARRIER

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

10" DIAMETER

4' TALL

BUILDING 496

F.F.E. = 968.545

BUILDING

F.F.E. = 968.549

NG B

UILD

G 58

F.F.E. = 970.466

FUEL PIT

RIM = 968.09

15" RCP SW = 964.55

RIM = 968.04

12" RCP S = 963.68

RIM = 966.70

12" RCP SW = 962.11

12" RCP N = 961.65

92" ARCH RCP NW = 958.823

92" ARCH RCP SE = 958.723

12" RCP SW = 963.810

12" RCP NW = 963.841

RIM = 965.966

12" RCP SE = 964.366

TRENCH DRAIN

RIM = 968.86

8" PVC SW = 954.014

8" CLAY NE = 954.21

8" CLAY NW = 955.16

6" CLAY NW = 957.56

RIM = 967.48

8" CLAY SW = 950.88

8" CLAY E = 950.98

8" PVC NW = 951.18

8" CLAY SE = 952.83

RIM = 967.80

10" PVC W = 950.05

8" PVC SW = 950.35

10" PVC NE = 950.20

RIM = 969.211

6" PVC SE = 962.860

8" PVC NW = 962.660

RIM = 966.65

10" PVC NW = 952.89

10" PVC SE = 952.95

10" PVC SW = 954.28

EXISTING

DIESEL

8 969

W W

SAN

CONCURRENT WORK

NKO CAMPUS

(FOR INFORMATION ONLY)

LPG

EXISTING GENERIC TREE

POWER BOX

METER - ELECTRICAL

STORM DRAIN CATCH BASIN

E E E

LIQUEFIED PETROLEUM GAS LINE

UNDERGROUND ELECTRICAL UTILITIES LINES

COMM

WATER VAULT

NATURAL GAS LINES

UNDERGROUND COMMUNICATION LINES

NATURAL GAS METER

SAN SANITARY SEWER PIPING

W W

SANITARY SEWER JUNCTION BOX/MANHOLES

MAIN DOMESTIC WATER PIPING

ROAD SIGN

FENCE

ELECTRICAL VAULT

LIQUIFIED PETROLEUM GAS VAULT

BUILDING

LIQUIFIED PETROLEUM GAS POWER JUNCTION

CATHODIC PROTECTION TEST STATION

SD STORM DRAIN PIPE

FIRE HYDRANT

STORMDRAIN INLET CURB

EXISTING CONIFEROUS TREE

EXISTING EXTERIOR LIGHTS

SEWER CLEANOUT

POWER POLE

STORM DRAIN MANHOLE

E E E OVERHEAD ELECTRICAL UTILITIES LINES

WATER VALVE

COM

EVEVPB

W W

PBEV

EVEV

PB E

MWD

T S

MMM

GHT

LOOKING GLASS AVENUE

M G

C C

T T

BUTLER BOULEVARD

CBMM

OF20-07

OF20-08

OF20-09

OF20-10

BUILDING 496

F.F.E. = 968.545

BUILDING 428

FUEL PIT

JET FUEL

EXISTING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

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SHEET ID

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9V F1

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D .B

N G

C O

N D

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C :\T

N W

1\ G

6E D

B\ D

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9V F1

-1

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A M

C _N

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US Army Corps of Engineers

U .S

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VF101

A1 SCALE: 1" = 30' - 0"

EXISTING CONDITIONS

30' 60'0

NORTH

SCALE: 1" = 400'

NORTH

KEY PLAN

LEGEND

LPG

E E

COMM

LPG

SAN

MMM

CHAI

N LI

NCE

8' CHAIN LINK FENCE

LOOKING GLASS AVENUE

UNK

16"

14"

14" 14"

14"

16"

7' CHAIN LINK FENCE

LOOKING GLASS AVENUE

EXISTING BUILDING 531

4" DIAMETER

7' TALL

10" DIAMETER

3' TALL

4" DIAMETER

13" DIAMETER

6" TALL

12" DIAMETER

1.25' TALL

12" DIAMETER

1' TALL

6" DIAMETER

3' TALL

10" DIAMETER

4' TALL

BLAST SHIELD

SHUTOFF

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

4" DIAMETER

4' TALL

F.F.E. =968.279

BLAST SHIELD

BUILDING 428

12" RCP SW = 963.810

12" RCP NW = 963.841

RIM = 965.966

12" RCP SE = 964.366

TRENCH DRAIN

RIM = 967.78

10" PVC SW = 954.84

10" PVC SE = 954.86

RIM = 966.77

10" PVC NW = 954.50

10" PVC NE = 954.72

10" PVC SE = 955.57

RIM = 967.15

10" PVC SW = 956.04

10" PVC NW = 955.93

RIM = 966.99

10" PVC NW = 956.35

10" PVC S = 956.96

RIM = 966.36

10" PVC N = 957.33

8" PVC SE = 957.56

971972973974

896896

COMM

CONCURRENT WORK

NKO CAMPUS

(FOR INFORMATION ONLY)

COM

EVEVPB

W W

PBEV

EVEV

PB E

MWD

T S

ABANDONED IN PLACE

MMM

M G

UNK"

UNK

UNK"

UNK

UNK"

UNK

UNK"

UNK

UNK"

UNK

C C

T T

10"

12"

12" 12"

12"

12" 12"

CBMM

36"

OF20-07

OF20-08

OF20-09

OF20-10

12"

ABANDONED

NATURAL GAS

LINE

ABANDONED

NATURAL GAS

LINE

S FUEL PIT

JET FUEL

LPG

EXISTING GENERIC TREE

POWER BOX

METER - ELECTRICAL

STORM DRAIN CATCH BASIN

E E E

LIQUEFIED PETROLEUM GAS LINE

UNDERGROUND ELECTRICAL UTILITIES LINES

COMM

WATER VAULT

NATURAL GAS LINES

UNDERGROUND COMMUNICATION LINES

NATURAL GAS METER

SAN SANITARY SEWER PIPING

W W

SANITARY SEWER JUNCTION BOX/MANHOLES

MAIN DOMESTIC WATER PIPING

ROAD SIGN

FENCE

ELECTRICAL VAULT

LIQUIFIED PETROLEUM GAS VAULT

BUILDING

LIQUIFIED PETROLEUM GAS POWER JUNCTION

CATHODIC PROTECTION TEST STATION

SD STORM DRAIN PIPE

FIRE HYDRANT

STORMDRAIN INLET CURB

EXISTING CONIFEROUS TREE

EXISTING EXTERIOR LIGHTS

SEWER CLEANOUT

POWER POLE

STORM DRAIN MANHOLE

E E E OVERHEAD ELECTRICAL UTILITIES LINES

WATER VALVE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

O F6

9V F1

-1

.d w g

D .B

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 16, 2023.