C

C

C

C

395'

231'

C

MAINTAINED AREA NOT

INSET 4

PIPE

SUBMERGED

WEST SPUR

BREAKWATER

WEST

HARBOR LINE

NOT TO SCALE

U.S.

HA

RB

OR LIN

E

U.S. RESERVATION - 14 ACRES

C

C

C

C

2

42

F

BELOW L.W.D.

TUNNEL 53'

WATER INTAKE

WCRS

X-750'

F

F

2

2

WCLS

Y - 2,550'F

F

C

Print driver: I:/print drivers/mono_half.pltPen table: Z:/ProjMap/pen/ProjMap.tbl, used to plot all black except color of channeland print on PMO printer for color version.Print to Adobe using opposite corner to Adobe, scale 1650:1It should use the following:Use configuration file: Z:\ProjMap\Cleveland & Cuyahoga River\CuyahogaRiver.iniRaster files are attached as level named for the SID file.

C

OLD RIVER

1000 2000 3000

(SEE MAP 6A)

CUYAHOGA RIVER

77

01000

SCALE OF FEET

N

N

FEBRUARY 2018

6

20

500'

F

F380'

F

F

600'F

F

750'F

F

75'

F

F

321'

F

F

100'

F

F

100'

F

F

F

LINEHARBOR

90

F

F

MAIN ENTRANCE LIGHT

CLEVELAND HARBOR

F

LINEHARBOR

LIGHT

ENTRANCE

F

PROJECT DEPTH 25'

AVENUE

LAKESIDE

EA

ST 9th S

TR

EE

T

C

D

EF G

H

J K

L

M

N P

75

F

F

400 F

F

6

U.S. ARMY

CLEVELAND HARBOROHIO

U.S. ARMY ENGINEER DISTRICT BUFFALO

FEBRUARY 2014

CORPS OF ENGINEERS

N

SCALE OF MILES

50 0 50 100

CATHERINES SAINT

LONDON

TOLEDO

86

90

7980

71

76

75

96

9469

AKRON

COLUMBUS

MISSISSAUGA

ERIE

90

71

11

MICHIGAN

DETROIT

BUFFALO

90

90

WINDSOR

376

CLEVELAND

VICINITY MAP

275

280

475

ONTARIO

NEWYORK

PENNSYLVANIA

OHIO

HURON

LAKE

LAKE ERIE

N

C

CC26'

C

N

700'

F

F

800'

F

F

F

F

28'PROJECT DEPTH WEST BASIN

F

500'F

F

200'F

F

ARMOR STONE REPAIRCONCRETE PARAPET ANDVARIOUS SECTIONS OF

F

RMS

P - 13,570'F

F RMSD

D - 4,400'F

F

50'

30

F

F

ON NATURAL BOTTOM

SUBMARINE CABLES

WATE

R IN

TA

KE T

UN

NEL

89 F

EET B

ELO

W L.W.D.

F

F

BURKE LAKEFRONT AIRPORT

2024 26 28 30 32

E. 79TH S

TREET

E. 55TH S

TREET

ST. CLAIR AVE.

SUPERIOR AVE.

PAYNE AVE.

CLEVELAND MEMORIAL SHOREWAY

PARKGORDON

PARKKIRTLAND

F

PARKEDGEWATER

BREAKWATER

CLEVELAND

CITY OF

F

STATION

OLD U.S.C.G

STADIUM

F

U.S.C.G

WA

TE

RIN

TA

KE T

UN

NE

L

60' B

EL

OW

L.W.D.

F

EAST ENTRANCE LIGHT

F

12000SCALE OF VACINTY MAP

C-ANNO-WATER NAME 192

C-ANNO-CITIES 276/460

C-ANNO-CABLE-AERIAL 96

C-ANNO-MILE-MARKER 96

C-ANNO-NOTES 104

C-ANNO-PROJ DEPTH 192

C-ANNO-PROPERTY 144

C-ANNO-CABLE/PIPE SUB 96

C-ANNO-BKWR NAME DIM 154

C-ANNO-ROADS 115

C-ANNO-CHAN-NAME 192

C-ANNO-CHAN-DIM 163

C-ANNO-CHAN-AIDS 146 CLV

F

F

LUS - 1,250'BREAKWATERARROWHEAD EAST

F

LUS - 1,250' BREAKWATERWEST ARROWHEAD

CWC - 6,048'WEST BREAKWATER

F

SSP - 1,602' EAST PIER

F

29'PROJECT DEPTHLAKE APPROACH

F

CHANNELENTRANCE

F

60"

DIA. S

EW

ER PIP

E

TOP 22.5' B

ELO

W L.W.D.

F

ORIGINALLY 400' RMS - 620' WEST SPUR

27' - 3,825'PROJECT DEPTH EAST BASIN

FF

PLANTTREATMENTWATERWASTER-

F

L A K E E R I E

(SEE INSET 3)CORPS OF ENGINEERS

CITY OF CLEVELAND

13 9

PROJECT)(DEMONSTRATIONFACILITIES 9 AND 13CONFINED DISPOSAL

14

CITY OF CLEVELAND - O & M

CONFINED DISPOSAL FACILITY 10B

SEE INSET 1MAINTAINED 932' - NOT

EAST BREAKWATER

FACILITY 12 (SECT. 123) DISPOSAL CONFINED PORT AUTHORITY CUYAHOGA CTY. CLEVELAND/

- U.S. BREAKWATER/PIER/PROPERTY

OBTAINED FROM THE OHIO GEOGRAPHICALLY REFERENCE INFORMATION PROGRAM:). (2011)

default.aspx)(http://gis4.oit.ophio.gov/osiptiledownloads/

INFORMATION.SEE NOAA CHART 14839 FOR LATEST NAVIGATION

BACKGROUND IMAGERY ARE 'SID' FILES (TILES)

- FEDERAL CHANNEL

- ACTIVE CONFINED DISPOSAL FACILITY

(TURNED OVER TO LOCAL SPONSOR) - CONFINED DISPOSAL FACILITY

AND BY LRB FLOATING PLANT (2007 ~ 2012).

REPAIRS SHOWN ARE BY CONTRACT (1979~2012)

Cuyahoga River Deep 18'-29' Commercial HighCleveland

SSP P 1,602CLEVELAND HARBOR East Pier

CWC P 1,440CLEVELAND HARBOR West Pier

CLEVELAND HARBOR West Spur RMS BW 400

CLEVELAND HARBOR West Breakwater CWC BW 6,048

CLEVELAND HARBOR West Arrowhead LUS BW 1,250

CLEVELAND HARBOR East Arrowhead LUS BW 1,250

CLEVELAND HARBOR East Breakwater RMS BW 17,000

CLEVELAND HARBOR East Breakwater RMS BW 4,270

G = GroinCWC = Wood Crib Base w/Concrete Cap

J = JettySSP = Steel Sheet Pile w/Concrete Cap

P = PierLUS = Laid-Up Stone

BW = BreakwaterRMS = Rubblemound Stone

STRUCTURE TYPE CODES:STRUCTURE CLASS CODES:

C C

45'

C

FCWC - 1,440' WEST PIER

C

C

C

C

PIER

EASTCPIER

WEST

CU

YA

HO

GA RIV

ER

N

100'

198'

(FR

OM H

AR

BO

R LIN

E)

MAIN

TAIN

ED

932' - N

OT

INSET 3SCALE IN FEET

HARBOR LINE

BRE

AK

WATER

WEST

WEST SPUR

ERIE

LAKE

0.26 ACRES

PROPERTY

U. S. GOVERNMENT

SCALE IN FEET

INSET 1

SEE INSET 4

AREA NOT MAINTAINED

400 6000 200

LINE

HARBOR

400 600

SCALE IN FEET

INSET 2

0.54 ACRES

PROPERTY

GOVERNMENT

U. S.

1.3 ACRES

PROPERTY

GOVERNMENT

U. S.

0 200

Then use Pen Table PROJMAP2.TBL in the ProjectWise

For example: C-W BKW-MOHR.

and turn on levels that have 'MOHR' in the name.

these m ay be in the design or refrence files

turn off all roads, names, breakwater distances, names, channel names, etc.,

To print breakwater info for Operation Condition Assessment (OCA)

NUMBERING SYSTEM

- INDICATES CITY OF CLEVELAND DOCK

- INDICATES INTERSTATE ROUTE

- INDICATES STATE ROUTE

- INDICATES U.S. ROUTE-

HIGH USAGE.

CLEVELAND HARBOR IS DEEP DRAFT, COMMERCIAL,

WCRS - WOOD CRIB BASE W/ RUBBLEMOUNE STONE

WCLS - WOOD CRIB BASE W/LAID-UP STONE

SSP - STEEL SHEET PILE W/ CONCRETE CAP

RMSD - RUBBLEMOUND STONE W/DOLOSSE

RMS - RUBBLEMOUND STONE

LUS - LAID-UP STONE

CWC - WOOD CRIB BASE W/CONCRETE CAP

PROJECT DEPTHS ARE REFERRED TO LOW WATER DATUM

ELEV. 569.2 FEET ABOVE MEAN WATER LEVEL AT RIMOUSKI,

QUEBEC, (IGLD 1985) (INTERNATIONAL GREAT LAKES DATUM)

WHARF

E. 9T

H. S

TR

EE

T

PARKVOINOVICH

(OHIO AREA OFFICE)

CORPS OF ENGINEERS

C

SEE INSET 2

C

C

C

SECT. 123)COUNTY PORT AUTHORITY(CLEVELAND CUYAHOGANATURE PRESERVE CLEVELAND LAKEFRONT

F

100 200 4000

C

HALL OF FAMEROCK AND ROLL

C

35' X 100'WAREHOUSE

C

40' X 100'WAREHOUSE

C

32' X 76'OFFICE

C

C

RAMP

C

50' X 80'WAREHOUSE

C

C

C

C

395'

231'

C

MAINTAINED AREA NOT

INSET 4

PIPE

SUBMERGED

WEST SPUR

BREAKWATER

WEST

HARBOR LINE

NOT TO SCALE

U.S.

HA

RB

OR LIN

E

U.S. RESERVATION - 14 ACRES

2

42

F

BELOW L.W.D.

TUNNEL 53'

WATER INTAKE

WCRS

X-750'

F

F

2

2

$255,557$1,534,769

WCLS

Y - 2,550'F

F

JEFFERSON AVENUE

C

Print driver: I:/print drivers/mono_half.pltPen table: Z:/ProjMap/pen/ProjMap.tbl, used to plot all black except color of channeland print on PMO printer for color version.Print to Adobe using opposite corner to Adobe, scale 1650:1It should use the following:Use configuration file: Z:\ProjMap\Cleveland & Cuyahoga River\CuyahogaRiver.iniRaster files are attached as level named for the SID file.

C

OLD RIVER

1000 2000 3000

(SEE MAP 6A)

CUYAHOGA RIVER

77

01000

SCALE OF FEET

N

N

JANUARY 2018

6

20

500'

F

F380'

F

F

600'F

F

750'F

F

75'

F

F

321'

F

F100'

F

F

100'

F

F

F

LINEHARBOR

90

F

F

MAIN ENTRANCE LIGHT

CLEVELAND HARBOR

F

LINEHARBOR

LIGHT

ENTRANCE

AVENUE

LAKESIDE

EA

ST 9th S

TR

EE

T

C

D

EF G

H

J K

L

M

N P

75

F

F

400 F

F

6

U.S. ARMY

CLEVELAND HARBOROHIO

U.S. ARMY ENGINEER DISTRICT BUFFALO

FEBRUARY 2014

CORPS OF ENGINEERS

N

SCALE OF MILES

50 0 50 100

86

90

7980

71

76

75

96

9469

90

71

11

MICHIGAN

90

90

376

CLEVELAND

VICINITY MAP

275

280

475

ONTARIO

NEWYORK

PENNSYLVANIA

OHIO

HURON

LAKE

LAKE ERIE

N

C

CC26'

0+00

0+

00

6+46

5+31

5+

31

6+66

RE

AC

H 1

RE

AC

H 3

RE

AC

H 8

RE

AC

H 9

RE

AC

H 1

2

RE

AC

H 1

3

RE

AC

H 1

4

LAID UP STONE

W/ STONE

ORIGINAL: TIMBER CRIB

RE

AC

H 1

5+06

0+00

RE

AC

H 2

RE

AC

H 4

4+

00

2+42

RE

AC

H 3

RE

AC

H 1

RE

AC

H 2

126

+01.17

170

+01.16

0+

48

0+

00

BREAKWATER/PIER REPAIRS

C

N

700'

F

F

800'

F

F

500'F

F

200'F

F

RE

AC

H 1

5

RE

AC

H 6

RE

AC

H 4

RE

AC

H 7

RE

AC

H 2

RE

AC

H 5

$1,7

86,2

17

$3,096,332 (est.)$1,905,896

RE

AC

H 1

6

REACH 18

RE

AC

H 1

0

RE

AC

H 1

1

RE

AC

H 1

1

0+00

5+46

49

+4

6

67

+50.79

83

+49.79

DACW49-00-B-0007

1650 LF

CONTRACTOR: DUROCHER

QUARRIES: DUNDEE,

KELLSTONE & KIPTON

$3.02M

2000-2001 REPAIR

$9.02M

2 TON DOLOSSE

CONTRACTOR: PETER KIEWIT

4400 LF

1979-80 MAJOR REHAB

$5.34M (BOTH SECTIONS)

QUARRY: MARBLEHEAD

CONTRACTOR: GREAT LAKES D&D

3300 LF (BOTH SECTIONS)

DACW49-85-B-0006

$2.16M (TOTAL THREE SECTIONS)QUARRY: PARKERTOWN

1500LF (THREE SECTIONS)

DACW49-91-B-0020

CONTRACTOR: LUEDTKE

1991 REPAIR

$2.16M (TOTAL THREE SECTIONS)QUARRY: PARKERTOWN

1500LF (THREE SECTIONS)

DACW49-91-B-0020

CONTRACTOR: LUEDTKE

1991 REPAIR

DACW49-88-C-0016

2900LF (BOTH SECTIONS)

CONTRACTOR: HF DARLING

$2.39M (TOTAL BOTH SECTIONS)

QUARRY: MARBLEHEAD

1988-89 REPAIR

$5.34M (BOTH SECTIONS)

QUARRY: MARBLEHEAD

CONTRACTOR: GREAT LAKES D&D

3300 LF (BOTH SECTIONS)

DACW49-85-B-0006

1985-86 MAJOR REHAB 1985-86 MAJOR REHAB

91

+68.79

93

+02.21

98

+24.79

107

+00.25

158

+01.16

165

+01.16

168

+01.16

181

+01.16

191

+01.16

218

+01.16

224

+01.16

230

+01.16

270

+9

6.5

0

7+

89

REACH 17

ARMOR STONE REPAIRCONCRETE PARAPET ANDVARIOUS SECTIONS OF

W912P4-09-D-0006-0001

675 FEET

CONTRACTOR: MORRISH-WALLACE

CONSTRUCTION, INC.

CHEBOYGAN, MI

QUARRY: LAFARGE AT

MARBLEHEAD, OH

$2.25 MILLION

5 JULY - 24 NOV 2011 REPAIR

DACW49-88-C-0016

2900LF (BOTH SECTIONS)

CONTRACTOR: HF DARLING

$2.39M (TOTAL BOTH SECTIONS)

QUARRY: MARBLEHEAD

1988-89 REPAIR

F

RMS

P - 13,570'F

F RMSD

D - 4,400'F

F

50'

1961 REPAIRCONTRACT - 48 LF

30

F

F

ON NATURAL BOTTOM

SUBMARINE CABLES

WATE

R IN

TA

KE T

UN

NEL

89 F

EET B

ELO

W L.W.D.

F

F

BURKE LAKEFRONT AIRPORT

2024 26 28 30 32

E. 79TH S

TREET

E. 55TH S

TREET

ST. CLAIR AVE.

SUPERIOR AVE.

PAYNE AVE.

CLEVELAND MEMORIAL SHOREWAY

PARKGORDON

PARKKIRTLAND

F

PARKEDGEWATER

BREAKWATER

CLEVELAND

CITY OF

F

STATION

OLD U.S.C.G

STADIUM

F

U.S.C.G

WA

TE

RIN

TA

KE T

UN

NE

L

60' B

EL

OW

L.W.D.

F

EAST ENTRANCE LIGHT

F

12000SCALE OF VACINTY MAP

C-ANNO-WATER NAME 192

C-ANNO-CITIES 276/460

C-ANNO-CABLE-AERIAL 96

C-ANNO-MILE-MARKER 96

C-ANNO-NOTES 104

C-ANNO-PROJ DEPTH 192

C-ANNO-PROPERTY 144

C-ANNO-CABLE/PIPE SUB 96

C-ANNO-BKWR NAME DIM 154

C-ANNO-ROADS 115

C-ANNO-CHAN-NAME 192

C-ANNO-CHAN-DIM 163

C-ANNO-CHAN-AIDS 146 CLV

F

F

LUS - 1,250'BREAKWATERARROWHEAD EAST

F

LUS - 1,250' BREAKWATERWEST ARROWHEAD

CWC - 6,048'WEST BREAKWATER

F

SSP - 1,602' EAST PIER

F

CHANNELENTRANCE

F

60"

DIA. S

EW

ER PIP

E

TOP 22.5' B

ELO

W L.W.D.

F

ORIGINALLY 400' RMS - 620' WEST SPUR

FF

PLANTTREATMENTWATERWASTER-

F

(SEE INSET 3)CORPS OF ENGINEERS

CITY OF CLEVELAND

13 9

PROJECT)(DEMONSTRATIONFACILITIES 9 AND 13CONFINED DISPOSAL

14

CITY OF CLEVELAND - O & M

CONFINED DISPOSAL FACILITY 10B

SEE INSET 1MAINTAINED 932' - NOT

EAST BREAKWATER

FACILITY 12 (SECT. 123) DISPOSAL CONFINED PORT AUTHORITY CUYAHOGA CTY. CLEVELAND/

- U.S. BREAKWATER/PIER/PROPERTY

OBTAINED FROM THE OHIO GEOGRAPHICALLY REFERENCE INFORMATION PROGRAM:). (2011)

default.aspx)(http://gis4.oit.ophio.gov/osiptiledownloads/

INFORMATION.SEE NOAA CHART 14839 FOR LATEST NAVIGATION

BACKGROUND IMAGERY ARE 'SID' FILES (TILES)

- FEDERAL CHANNEL

- ACTIVE CONFINED DISPOSAL FACILITY

(TURNED OVER TO LOCAL SPONSOR) - CONFINED DISPOSAL FACILITY

AND BY LRB FLOATING PLANT (2007 ~ 2012).

REPAIRS SHOWN ARE BY CONTRACT (1979~2012)AND BY LRB FLOATING PLANT (2007 ~ 2012).

REPAIRS SHOWN ARE BY CONTRACT (1979~2012)

Cuyahoga River Deep 18'-29' Commercial HighCleveland

SSP P 1,602CLEVELAND HARBOR East Pier

CWC P 1,440CLEVELAND HARBOR West Pier

CLEVELAND HARBOR West Spur RMS BW 400

CLEVELAND HARBOR West Breakwater CWC BW 6,048

CLEVELAND HARBOR West Arrowhead LUS BW 1,250

CLEVELAND HARBOR East Arrowhead LUS BW 1,250

CLEVELAND HARBOR East Breakwater RMS BW 17,000

CLEVELAND HARBOR East Breakwater RMS BW 4,270

G = GroinCWC = Wood Crib Base w/Concrete Cap

J = JettySSP = Steel Sheet Pile w/Concrete Cap

P = PierLUS = Laid-Up Stone

BW = BreakwaterRMS = Rubblemound Stone

STRUCTURE TYPE CODES:STRUCTURE CLASS CODES:

C C

45'

C

FCWC - 1,440' WEST PIER

C

C

C

C

PIER

EASTCPIER

WEST

CU

YA

HO

GA RIV

ER

N

100'

198'

(FR

OM H

AR

BO

R LIN

E)

MAIN

TAIN

ED

932' - N

OT

INSET 3SCALE IN FEET

HARBOR LINE

BRE

AK

WATER

WEST

WEST SPUR

ERIE

LAKE

0.26 ACRES

PROPERTY

U. S. GOVERNMENT

SCALE IN FEET

INSET 1

SEE INSET 4

AREA NOT MAINTAINED

400 6000 200

LINE

HARBOR

400 600

SCALE IN FEET

INSET 2

0.54 ACRES

PROPERTY

GOVERNMENT

U. S.

1.3 ACRES

PROPERTY

GOVERNMENT

U. S.

0 200

$2,185,168

Then use Pen Table PROJMAP2.TBL in the ProjectWise

For example: C-W BKW-MOHR.

and turn on levels that have 'MOHR' in the name.

these m ay be in the design or refrence files

turn off all roads, names, breakwater distances, names, channel names, etc.,

To print breakwater info for Operation Condition Assessment (OCA)

NUMBERING SYSTEM

- INDICATES CITY OF CLEVELAND DOCK

- INDICATES INTERSTATE ROUTE

- INDICATES STATE ROUTE

- INDICATES U.S. ROUTE-

HIGH USAGE.

CLEVELAND HARBOR IS DEEP DRAFT, COMMERCIAL,

3) PRINT AS NORMAL

2) TURN ON REF FILE 'Rehab Areas(Jan 2014)For Projecty Map.dgn'

--- C-BOX-BACKG

--- C-ANNO-PROJ_DEPTH

--- C-ANNO-WATR

TURN OFF THE FOLLOWING LEVELS:

1) IN REFERENCE FILE 'CLEVELAND MASTER REFERENCE.DGN',

TO PRINT MAP OF BREAKWATER REPAIRS:

3) PRINT AS NORMAL

2) TURN ON REF FILE ' Clev Outer Histroical Dredging.dgn'

--- C-CHAN-SHAD

TURN OFF THE FOLLOWING LEVELS:

1) IN REFERENCE FILE 'CLEVELAND MASTER REFERENCE.DGN',

TO PRINT MAP OF HISTORICAL DREDGING AREAS:

WCRS - WOOD CRIB BASE W/ RUBBLEMOUNE STONE

WCLS - WOOD CRIB BASE W/LAID-UP STONE

SSP - STEEL SHEET PILE W/ CONCRETE CAP

RMSD - RUBBLEMOUND STONE W/DOLOSSE

RMS - RUBBLEMOUND STONE

LUS - LAID-UP STONE

CWC - WOOD CRIB BASE W/CONCRETE CAP

PROJECT DEPTHS ARE REFERRED TO LOW WATER DATUM

ELEV. 569.2 FEET ABOVE MEAN WATER LEVEL AT RIMOUSKI,

QUEBEC, (IGLD 1985) (INTERNATIONAL GREAT LAKES DATUM)

RE

AC

H 1

RE

AC

H 2

27 to 810. This line, while running along the wall, may not fall on the crest of the wall.To make the longest baseline(s) with one point near the work area, a line was drawn from 805 to

7.

drawing from 2010 attached their location (coordinates). A message was sent to Chief of Survey on 5/16 with the contract

the week of 5/20 and that they would check the control to see if they are still there and check A discussion was held with Chief of Survey. He stated that a crew

was going to be in Cleveland d.

which should be Corps disks.There were numerous other control points shown, including the ‘800’ series of control points,

c.

BL1 (cell was there but not label).b. 27 (cells coordinates were for BL2, cell moved to correct location)a.

also on the contract drawings from 2010 were:The same dgn from #1 contained control for the harbor. The only co

ntrol points shown that were 6.

black.the new stationing was changed to 3-Engineering and the color of the ne

w stationing was changed to “SURVEY”to signify that the station is based upon stationing received from Survey. The font for The Assessment stationing text was edited to add the calculated stationing and the w

ord 5.

station to create the new stationing. Then the minimum distance was measured between the two, and that distance was added to the 500 ft. station marks, the mark was copied to a point on the assessment line where it intersected the wall. Because the lines for the Breakwater Assessment stations were not parallel to the 500 ft. 4.

The nearest 500 ft. station to the west was always chosen.stationing shown in the file supplied by Survey, the extended statio

n lines were copied parallel. To convert the stationing from what was required for the Breakwater Assessment to match the

3.

to red.The hash marks for the 500 ft stations were extended to cross the breakwater and color changed

2.

A copy of the email placed in ProjectWise.05-16-2013.dgn) was supplied by Philip Newman via email to Kelly Maccarone (TD-DS) on May 16, 2013. Survey Section was contacted and a dgn file (cleveland Outer Harbor 500ft Stations 1.

WHARF

E. 9T

H. S

TR

EE

T

PARKVOINOVICH

(OHIO AREA OFFICE)

CORPS OF ENGINEERS

C

SEE INSET 2

C

C

C

SECT. 123)COUNTY PORT AUTHORITY(CLEVELAND CUYAHOGANATURE PRESERVE CLEVELAND LAKEFRONT

100 200 4000

C

HALL OF FAMEROCK AND ROLL

C

35' X 100'WAREHOUSE

C

40' X 100'WAREHOUSE

C

32' X 76'OFFICE

C

(REMOVED 2013) OIL HOUSE

C

RAMP

C

50' X 80'WAREHOUSE