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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
Recommended