coquille river
TRANSCRIPT
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
6/4/20 - D
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AN
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N M
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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
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
RE
W - \\P
ND
SE
AF
S01\D
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WIN
GS
\2019\194022 - B
AN
DO
N M
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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
RE
W - \\P
ND
SE
AF
S01\D
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WIN
GS
\2019\194022 - B
AN
DO
N M
AR
IN
A\30%
D
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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
RE
W - \\P
ND
SE
AF
S01\D
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WIN
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\2019\194022 - B
AN
DO
N M
AR
IN
A\30%
D
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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
RE
W - \\P
ND
SE
AF
S01\D
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WIN
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\2019\194022 - B
AN
DO
N M
AR
IN
A\30%
D
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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
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AF
S01\D
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WIN
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\2019\194022 - B
AN
DO
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A\30%
D
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IG
N R
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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
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WIN
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\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
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WIN
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\2019\194022 - B
AN
DO
N M
AR
IN
A\30%
D
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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.