PORTLAND

OLYMPIA

WASHINGTON

PACIFIC

OCEAN

5

5

5

5

OREGON

CALIFORNIA NEVADA

IDAHO

PROJECT

LOCATION

SALEM

EUGENE

BANDON

MEDFORD

THIS DRAWING SET WAS CREATED AS AN ELECTRONIC

DOCUMENT. IF THE ELECTRONIC DOCUMENT DOES NOT

INCLUDE A VERIFIABLE DIGITAL SIGNATURE IN THE BOX

ABOVE, PLEASE CONTACT THE ENGINEER OF RECORD

FOR THE ORIGINAL CERTIFIED ELECTRONIC DOCUMENT.

DIGITAL SIGNATURE:

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

VICINITY MAP

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

PROJECT INFORMATION

TIDAL DATA

MEAN HIGHER HIGH WATER (MHHW): 7.10'

MEAN HIGH WATER (MHW): 6.38'

MEAN TIDE LEVEL (MTL): 3.77'

MEAN LOW WATER (MLW): 1.19'

MEAN LOWER LOW WATER (MLLW): 0.00'

PROJECT DATA

LATITUDE: 43° 7.2' N

LONGITUDE: 124° 24.8' W

SHEET INDEX

1 TITLE SHEET AND SHEET INDEX

2 EXISTING CONDITIONS

3 DEMOLITION PLAN

4 PROPOSED FLOAT LAYOUT

5 PILE DETAILS

6 TYPICAL FLOAT SECTIONS

7 ALTERNATE HDPE FLOAT SECTIONS

8 GANGWAY DETAILS

9 PROPOSED WATER UTILITY PLAN

10 ELECTRICAL SERVICE PLAN

TITLE SHEET AND SHEET INDEX

1

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I ME N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

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BA

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ON

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A.D

WG

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comENG IN EER S , INCDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

OF

30% LEVEL PRELIMINARY PLANS (REV.1)

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

10

CM

DM

RJ

194022

JUNE 2020

NOTED

PROJECT

LOCATION

C

O

Q

U

IL

LE

R

IV

E

R

PACIFIC

OCEAN

BANDON

MARINA

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I ME N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

6/4/20 - D

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AN

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IN

A\30%

D

ES

IG

N R

EV

1\194022 -

BA

ND

ON

M

AR

IN

A.D

WG

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comENG IN EER S , INCDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

OF

30% LEVEL PRELIMINARY PLANS (REV.1)

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

10

CM

DM

RJ

194022

JUNE 2020

NOTED

EXISTING CONDITIONS

2

EXISTING

PARKING

EXISTING

BREAKWATER

EXISTING

APPROACH DOCK

EXISTING EAST

GANGWAY

EXISTING SHORT TERM

MOORAGE FLOAT

EXISTING WEST

GANGWAY

EXISTING

BOARDWALK

EXISTING FISH

HANDLING PIER

EXISTING

FUELING

STATION

C

O

Q

U

I

L

L

E

R

I

V

E

R

E

B

B

F

L

O

O

D

FIRST STREET EAST

EXISTING CONDITIONS

0 20 40 80 120 FT

EXISTING WEST

APPROACH PIER

EXISTING

FLOATS

EXISTING

FUEL FLOAT

EX

IS

TIN

G P

IE

R

EXISTING

UTILITY SHED

DEMOLITION PLAN

3

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I ME N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

6/4/20 - D

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SE

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S01\D

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\2019\194022 - B

AN

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AR

IN

A\30%

D

ES

IG

N R

EV

1\194022 -

BA

ND

ON

M

AR

IN

A.D

WG

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comENG IN EER S , INCDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

OF

30% LEVEL PRELIMINARY PLANS (REV.1)

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

10

CM

DM

RJ

194022

JUNE 2020

NOTED

EXISTING

PARKING

TO REMAIN

EXISTING

BREAKWATER

TO REMAIN

EXISTING

APPROACH DOCK

TO REMAIN

SALVAGE

EXISTING EAST

GANGWAY

REMOVE AND DISPOSE OF

EXISTING SHORT TERM

MOORAGE FLOAT IN ITS ENTIRETY

REMOVE AND DISPOSE OF

EXISTING WEST

GANGWAY

EXISTING

BOARDWALK

TO REMAIN

EXISTING FISH

HANDLING PIER

TO REMAIN

EXISTING

FUELING

STATION

TO REMAIN

C

O

Q

U

I

L

L

E

R

I

V

E

R

E

B

B

F

L

O

O

D

FIRST STREET EAST

DEMOLITION PLAN

0 20 40 80 120 FT

EXISTING WEST

APPROACH PIER

TO REMAIN

REMOVE AND DISPOSE OF

EXISTING FLOATS

IN THEIR ENTIRETY

REMOVE AND DISPOSE OF EXISTING

FUEL FLOAT IN ITS ENTIRETY.

SALVAGE FUEL PUMPS, SEWAGE

PUMP OUT, RESTROOM BUILDING,

AND RELATED ITEMS

EX

IS

TIN

G P

IE

R

TO

R

EM

AIN

EXISTING

UTILITY SHED

TO REMAIN

DEMOLITION INCLUDES:

18 STEEL PILES

106 TIMBER PILES

28'

TYP.

8'

6'

38'

TYP.

30

'6

5'

38

'1

11

'3

8'

91

'

28

'

8'

4'

TYP.

50

'

6'

8'

232'

6'

TYP.

8

0

'

6

0

'

5

0

'

T

Y

P

.

20'

TYP.

7

0

'

PROPOSED FLOAT LAYOUT

4

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I ME N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

6/4/20 - D

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S01\D

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IN

A\30%

D

ES

IG

N R

EV

1\194022 -

BA

ND

ON

M

AR

IN

A.D

WG

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comENG IN EER S , INCDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

OF

30% LEVEL PRELIMINARY PLANS (REV.1)

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

10

CM

DM

RJ

194022

JUNE 2020

NOTED

EXISTING

PARKING

EXISTING

BREAKWATER

EXISTING

APPROACH PIER

REINSTALL EXISTING

EAST GANGWAY

EXISTING

BOARDWALK

EXISTING FISH

HANDLING PIER

EXISTING

FUELING

STATION

C

O

Q

U

I

L

L

E

R

I

V

E

R

E

B

B

F

L

O

O

D

FIRST STREET EAST

8' WIDE CONCRETE BREAKWATER FLOAT

AND LARGE VESSEL BERTHING

PROPOSED FLOAT LAYOUT

0 20 40 80 120 FT

EXISTING SIDEWALK

NEW

WEST GANGWAY

SHORT TERM

MOORAGE AND

FUELING FLOAT

N

A

V

I

G

A

T

I

O

N

C

H

A

N

N

E

L

EX

IS

TIN

G P

IE

R

EXISTING

UTILITY SHED

SUPPORT

FLOAT

FLO

AT

D

(H

DP

E)

FLO

AT

E

(H

DP

E)

FLOAT A (HDPE)

FLOAT B (HDPE)

F

L

O

A

T

C

8'x12'

KAYAK FLOAT

GALV. STEEL

FLOAT PILE

MLLW

EL. 0.0'

TOP OF PILE

EL. 15.0'

MUDLINE

EL. -13.0'

PILE TIP

EL. VARIES

WEAK

ROCK

0'-0

" T

O 5

'-0

"

OV

ER

BU

RD

EN

TH

IC

KN

ES

S V

AR

IE

S

0'-0

" T

O 5

'-0

"

PR

E-D

RIL

L S

OC

KE

T H

OL

E IN

TO

W

EA

K R

OC

K

15

'-0

" M

IN

.

PILE DETAILS

5

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I ME N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

6/4/20 - D

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SE

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S01\D

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WIN

GS

\2019\194022 - B

AN

DO

N M

AR

IN

A\30%

D

ES

IG

N R

EV

1\194022 -

BA

ND

ON

M

AR

IN

A.D

WG

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comENG IN EER S , INCDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

OF

30% LEVEL PRELIMINARY PLANS (REV.1)

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

10

CM

DM

RJ

194022

JUNE 2020

NOTED

PILE SCHEDULE

FLOAT PILE SIZE THICKNESS PILE COUNT

A 16"Ø 0.500" 9

B 16"Ø 0.500" 18

C 16"Ø 0.500" 15

D 16"Ø 0.500" 2

E 16"Ø 0.500" 5

TOTAL - - - - 49

TYPICAL FLOAT PILE

6'

3" MIN.

TYP.

3" MIN.

TYP.

1'-6"

RUBSTRIP, TYP

CLEATS

BOTH SIDES.

CONCRETE

FINGER FLOAT

MODULE, TYP.

1'-0"

ENCAPSULATED

POLYSTYRENE

FOAM, TYP.

POLYUREA ENCAPULATION

ON UNDERSIDE OF FLOAT

8'-0"

UTILITY

PEDESTAL,

TYP.

RUBSTRIP, TYP

CONCRETE

MAINWALK FLOAT

MODULE, TYP.

1'-6

"

10"

TYP.

UTILITY

J-BOX, TYP.

3" MIN.

TYP.

3" MIN.

TYP.

1'-0

"

GALV. STEEL

FLOAT PILE

UTILITY

BRACKET, TYP.

DRAINAGE

CHASE

ENCAPSULATED

POLYSTYRENE

FOAM, TYP.

FIBERGLASS

WALER, TYP

TYPICAL CONCRETE FLOAT SECTIONS

6

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I ME N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

6/4/20 - D

RE

W - \\P

ND

SE

AF

S01\D

RA

WIN

GS

\2019\194022 - B

AN

DO

N M

AR

IN

A\30%

D

ES

IG

N R

EV

1\194022 -

BA

ND

ON

M

AR

IN

A.D

WG

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comENG IN EER S , INCDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

OF

30% LEVEL PRELIMINARY PLANS (REV.1)

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

10

CM

DM

RJ

194022

JUNE 2020

NOTED

FLOAT C FINGER FLOAT

CONCRETE SECTION

FLOAT C

CONCRETE SECTION

BREAKWATER

24"Ø PONTOON,

TYP.

8'-0"

PLASTIC

BULLRAIL WITH

SLEEPER, TYP.

PLASTIC

RUBSTRIP, TYP.

CROSS

MEMBER

FRP GRATING

EDGE SUPPORT

ANGLE, TYP.

INTERIOR DECK

SUPPORT ANGLE,

TYP.

UTILITY

PEDESTAL,

TYP.

GALV. STEEL

FLOAT PILE

18"Ø PONTOON,

TYP.

VARIES 4'-0" OR 6'-0"CLEATS

BOTH SIDES.

PLASTIC

RUBSTRIP, TYP.

CROSS MEMBER

FRP GRATING

EDGE SUPPORT

ANGLE, TYP.

INTERIOR DECK

SUPPORT ANGLE,

TYP.

ALTERNATE HDPE FLOAT SECTIONS

7

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I ME N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

6/4/20 - D

RE

W - \\P

ND

SE

AF

S01\D

RA

WIN

GS

\2019\194022 - B

AN

DO

N M

AR

IN

A\30%

D

ES

IG

N R

EV

1\194022 -

BA

ND

ON

M

AR

IN

A.D

WG

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comENG IN EER S , INCDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

OF

30% LEVEL PRELIMINARY PLANS (REV.1)

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

10

CM

DM

RJ

194022

JUNE 2020

NOTED

MAINWALK FLOAT

HDPE SECTION

FINGER FLOAT

HDPE SECTION

GANGWAY DETAILS

8

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I ME N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

6/4/20 - D

RE

W - \\P

ND

SE

AF

S01\D

RA

WIN

GS

\2019\194022 - B

AN

DO

N M

AR

IN

A\30%

D

ES

IG

N R

EV

1\194022 -

BA

ND

ON

M

AR

IN

A.D

WG

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comENG IN EER S , INCDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

OF

30% LEVEL PRELIMINARY PLANS (REV.1)

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

10

CM

DM

RJ

194022

JUNE 2020

NOTED

EXTREME HIGH WATER

EXTREME LOW WATER

EL. 0.0' (MLLW)

TYPICAL GANGWAY SECTION

UNISTRUT,

TYP

80'-0"

GA

NG

WA

Y L

EN

GT

H (

LEN

GT

H O

F D

EC

K)

APPROACH

PIER

WEB,

TYP

SUPPORT

FLOAT

LIGHT FIXTURE

MOUNTING PLATE, TYP.

HANDRAIL

SUPPORT

FLOAT

TYPICAL GANGWAY ELEVATION

2'-1

0"3'-6"

ELEC

CONDUIT

GRATING WITH 50%

MIN. OPEN AREA

WEB, TYP

TOP CHORD,

TYP

BOTTOM

CHORD, TYP

UNISTRUT

HANDRAIL

5'-0" CLEAR

GUARDRAIL

BARRIER

LIGHT

FIXTURE

DE

PT

H T

O B

E D

ET

ER

MIN

ED

BA

SE

D O

N M

FR

'S

D

ES

IG

N

4" MAX.

OPENING

E

E

E

E

E

E

E

E

EW

W

W

W

W

W

W

W

W

W W W W W W W W W W W W W W W W W W W W W

W

E E E E E E E E E E E E E E E E E E

E

EE

EE

EE

EE

EE

EE

EE

EE

WW

WW

WW

WW

WW

WW

WW

WW

E E E E E E E E E E E

W W W W W W W W W W W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E

E

E E E E E E E

EE

PROPOSED WATER UTILITY PLAN

9

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I ME N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

6/4/20 - D

RE

W - \\P

ND

SE

AF

S01\D

RA

WIN

GS

\2019\194022 - B

AN

DO

N M

AR

IN

A\30%

D

ES

IG

N R

EV

1\194022 -

BA

ND

ON

M

AR

IN

A.D

WG

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comENG IN EER S , INCDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

OF

30% LEVEL PRELIMINARY PLANS (REV.1)

PORT OF BANDON

BANDON MARINA REDEVELOPMENT

10

CM

DM

RJ

194022

JUNE 2020

NOTED

PROPOSED UTILITY PLAN

0 20 40 80 120 FT

EXISTING

FIRE HYDRANT, TYP.

NEW WATER

LINE, TYP.

NEW FIRE

LINE, TYP.

SEWAGE

PUMPOUT

STATION

RE-ESTABLISH

FUEL AND SEWAGE

PUMP OUT SERVICE

ON NEW FLOAT

C

O

Q

U

I

L

L

E

R

I

V

E

R

SHORT TERM

MOORING AND

FUELING

FH

HC

LEGEND

ELECTRICAL

WATER LINE

PORTABLE MARINA FIREFIGHTING

SYSTEM (2 LOCATIONS)

W

EXISTING

UTILITY SHED

E

NEW ELECTRICAL

LINE, TYP.