4a-Runway -100% Drawings_Part 6.pdf
PDF 6 MB Posted
- Solicitation number
- RFP 171 260000002245 4
- Issued by
- Macomb County, Michigan
About this file
This is a topographic survey drawing set for the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division, in support of runway encroachment solution improvements at Selfridge Air National Guard Base in Michigan. The project, identified as Contract No. 511/23420.JLM and designated as Task 1 - Extend North Overrun, comprises airfield improvements that include detailed topographic survey data across multiple sheets (V-102 through V-114) at a scale of 1" = 40'. The survey documents existing site conditions including drainage patterns, wetland limits, vegetation, structures, pavement surfaces, utility infrastructure, and precise elevation measurements across the project area. The drawings were submitted as 100% final submittal documents dated June 8, 2026, and prepared by the design and construction division based in Lansing, Michigan 48909.
The topographic survey encompasses detailed field measurements for drain centerlines, relocated highway and drainage infrastructure (Rosso Highway, Irwin Drain, Tucker Jones Drain, and Sugar Bush Road), existing perimeter roads, fencing conditions, concrete and asphalt pavement surfaces, wetland boundaries, and the Avis Foundry Sands Landfill cap boundary. The drawings identify multiple survey benchmarks, catch basins, and borehole locations throughout the project site. Critical contractual requirements noted on the sheets specify that the contractor bears responsibility for protecting and restoring all Public Land Survey System (PLSS) section corners and private claim corners disturbed during construction, including re-monumentation in accordance with Macomb County remonumentation program requirements and filing of Land Corner Record Certificates with the Register of Deeds—all at no additional cost to the owner. Coordination with the Contracting Officer Representative (COR) and Macomb County is required for corner restoration and witness corner establishment if original corners cannot be located due to runway operations interference.
View the file
Other files
Show all 19
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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 E
E E
E E
E E
E E
E E E
E
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
DENSE TREES
DENSE TREES
CONC
CONC
GRASS
GRASS
GRASS
GRASS
GRASS
6" C
.L . F
EN
C
E
(R)
" C
O N
C . C
&G
" C
O N
C . C
&G
6" C
O N
C . C
U R
B
6" C
O N
C . C
U R
B
FURNISHED WETLAND LIMIT (TYP.)
C I C
IU
U U
U
ST
AN
D
IN
G W
AT
ER
STANDING WATER
DETAILED SURVEY LIMITS
AVIS FOUNDRY SANDS
LANDFILL CAP
(BOUNDARY IS
APPROXIMATE )TO
W
N E
C
EN
TE
R
B
LV
D
18"
18"
24"
12"
12"
12"
18"
12"
12"
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
C O
N C
HV32578.10HV32578.10
E
E
C
C
E
E
C
E
C
G
E
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
GG
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6" 6"
6" 6"
6"
6" 6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6" 6"
6" 6"
6"
6"
6"
16" 16"
16"
16"
16"
16" 16" 16"
16" 16"
16"
16"
16" 16"
16"
16" 16" 12" 12"
12"
8"
8"
8"
8"
8"
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
2"
2"
12"
2" 2"
2"
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-102
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
TOPOGRAPHIC SURVEYA1
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-106
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
GENERAL SHEET NOTES
SHEET 45 OF 467
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 E
E E
E E
E E
E E
E E
E E
E
TOP/BANK
TOP/BANK
STANDING WATER
STANDIN
G W
ATER
STANDING WATER
STANDING WATER
BRUSH
GRASS
GRASS
E20
E
E
D
TUCKER JONES DRAIN
TO
P/
BA
N
K
TO
P/
BA
N
K
6" C
.L . F
EN
C
E
6" C.L. FENCE
(P O
SS
IB
LE
S
D -N
O R
EC
O
R D
S)
(P O
SS
IB
LE
S
D -N
O R
EC
O
R D
S)
BH#05
APPROACH LIGHTS (TYP.)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FURNISHED WETLAND LIMIT (TYP.)
STANDING WATER
U
NORTHERLY LIMIT OF
FIELD-MEASUREMENTS
FOR DRAIN CENTERLINE
RELOCATED ROSSO HWY
18"
18"
24"
12"
12"
12"
18"
12"
12"
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
C O
N C
HV32578.10HV32578.10
E
E
C
C
E
E
C
E
C
G
E
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
GRAVEL
GRAVEL
GRAVEL
G R
AV
EL
G R
AV
EL
AS
PH
AS
PH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
N. PERIMETER RD.
ASPH
AS
PH
ASPH
GG
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6" 6"
6" 6"
6"
6" 6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6" 6"
6" 6"
6"
6"
6"
16" 16"
16"
16"
16"
16" 16" 16"
16" 16"
16"
16"
16" 16"
16"
16" 16" 12" 12"
12"
8"
8"
8"
8"
8"
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
2"
2"
12"
2" 2"
2"
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
RELOCATED ROSSO HWY
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-103
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-107
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
SHEET 46 OF 467
W
W
W
W
W
W
W
W
W
W
W
W
CP
STANDING WATER
SU
G
AR
BU
SH
R
O
AD
(A
BA
N D
O N
ED
6" C.L. FENCE
6" C
.L . F
EN
C
E
TOP/BANK
TOP/BANK
BH#06
AS
PH
COMM
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
FURNISHED WETLAND LIMIT (TYP.)
U
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
E
E
C
C
E
E
C
E
C
G
E
GG
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-104
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-108
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
SHEET 47 OF 467
STANDING WATER
BRUSH
BRUSH
TRAIL
BRUSH
BRUSH
GRASS
.6
.7
.2
.0
.3
.5
.5
.3
580.1
580.1
.3
.8579
.7
.9
7' C.L. FENCE
6" C.L. FENCE
DENSE TREES
DETAILED SURVEY LIMITS
6" C
.L . F
EN
C
E
FURNISHED WETLAND LIMIT (TYP.)
STANDING WATER
STANDING WATER
AVIS FOUNDRY SANDS
LANDFILL CAP
(BOUNDARY IS
APPROXIMATE )
PRIVATE CLAIM CORNER 066
NORTHWEST CORNER
P.C. 195, T.3N., R.14E.
18"
18"
24"
12"
12"
12"
18"
12"
12"
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
C O
N C
46278 JASMINE CT.
46277 JASMINE CT.
46285 JASM
INE CT.
JA
SM
IN
E
CT
YOUTH CENTER
46000 SUGARBUSH RD
PROTOTECH LASER
#46340 CONTINENTAL DR
SH
ED
SH
ED
HV32578.10HV32578.10
E
E
C
C
E
E
C
E
C
G
E
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
CHESDERFIELD TWP
WAREHOUSE
1 SDORY METAL SIDING
1 SDORY BRICK BLDG.
G
AR
AG
E
M
ET
AL
S
ID
IN
G
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
GRAVEL
GRAVEL
GRAVEL
G R
AV
EL
G R
AV
EL
AS
PH
AS
PH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
N. PERIMETER RD.
ASPH
AS
PH
ASPH
GG
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6" 6"
6" 6"
6"
6" 6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6" 6"
6" 6"
6"
6"
6"
16" 16"
16"
16"
16"
16" 16" 16"
16" 16"
16"
16"
16" 16"
16"
16" 16" 12" 12"
12"
8"
8"
8"
8"
8"
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
2"
2"
12"
2" 2"
2"
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
AVIS FOUNDRY SANDS
LANDFILL CAP
(BOUNDARY IS
APPROXIMATE )
PRIVATE CLAIM CORNER 066
NORTHWEST CORNER
P.C. 195, T.3N., R.14E.
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-105
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
NORTH
40' 80'0
MATCH LINE SEE SHEET V-109
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
SHEET 48 OF 467
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
W
W
W
W
W
W
W
W
W
18"
12"
12"
12"
18"
12"
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
STANDING WATER
CONC
CONC
CONC
GRASS
GRASS
GRASS
GRASS
TAX PARCEL No.
15-19-31-476-004
TAX PARCEL No.
15-09-31-476-002
TAX PARCEL No.
15-09-31-476-007
CONC
6" C
.L . F
EN
C
E
S
D
(R)
(R)
" C
O N
C . C
&G
BH#03
48" 48"
16" 16"
12"12"
16" 16"
10" 10"
D
C I
C I
CI
CI
C I C
I
U
U
U
U
U
U
FURNISHED WETLAND
LIMIT (TYP.)
AVIS FOUNDRY SANDS
LANDFILL CAP
(BOUNDARY IS
APPROXIMATE )
TO
W
N E
C
EN
TE
R
B
LV
D
REL
OCAT
ED
R
OSS
O H
W Y
RELO
CATE
D IR
W
IN
D
RAIN
18"
18"
24"
12"
12"
12"
18"
12"
12"
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
C O
N C
HV32578.10HV32578.10
E
E
C
C
E
E
C
E
C
G
E
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
GRAVEL
GRAVEL
GRAVEL
G R
AV
EL
G R
AV
EL
AS
PH
AS
PH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPH
ASPH
N. PERIMETER RD.
ASPH
AS
PH
ASPH
GG
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6" 6"
6" 6"
6"
6" 6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6" 6"
6" 6"
6"
6"
6"
16" 16"
16"
16"
16"
16" 16" 16"
16" 16"
16"
16"
16" 16"
16"
16" 16" 12" 12"
12"
8"
8"
8"
8"
8"
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
2"
2"
12"
2" 2"
2"
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
AVIS FOUNDRY SANDS
LANDFILL CAP
(BOUNDARY IS
APPROXIMATE )
TO
W
N E
C
EN
TE
R
B
LV
D
REL
OCAT
ED
R
OSS
O H
W Y
RELO
CATE
D IR
W
IN
D
RAIN
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-106
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-111
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
GENERAL SHEET NOTESMATCH LINE SEE SHEET V-102
SHEET 49 OF 467
W
W
W
W
W
W
W
W
W
W W
COMM
COMM
COMM
COMM
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
TO
P/
BA
N
K
TO
P/
BA
N
K
GRASS
GRASS
E
E
E
E
E
E
E
CB
BH#04
G R
AV
EL
AS
PH
D
AS
PH
(P O
SS
IB
LE
S
D -N
O R
EC
O
R D
S)
8"
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FURNISHED WETLAND LIMIT (TYP.)
58958
9 58
RELO
CATED R
OSSO H
W
Y
RELO
CATED IR
W
IN
D
RAIN
TU
C
KE
R
J O
N
ES
D R
AI
N
SUGARBUSH ROAD
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
E
E
C
C
E
E
C
E
C
G
E
GG
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-107
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-112
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
GENERAL SHEET NOTESMATCH LINE SEE SHEET V-103
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
SHEET 50 OF 467
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
W
W
W
W W W W
W
COMM COMM COMM COMM
SB# 12
GRASS
6" C
.L . F
EN
C
E
TOP/BANK
BH#07
BH#08
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
FURNISHED WETLAND LIMIT (TYP.)
FURNISHED WETLAND LIMIT (TYP.)
FURNISHED WETLAND LIMIT (TYP.)
582583
581582
1 58
RELOCATED IRW
IN DRAIN
RELOCATED ROSSO HW
Y
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
E
E
C
C
E
E
C
E
C
G
E
GG
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-108
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-113
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
GENERAL SHEET NOTESMATCH LINE SEE SHEET V-104
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
SHEET 51 OF 467
W
W
W
W
W
W
W
E
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
DENSE BRUSH
GRASS
GRASS
.3
578.4
.0
.6579
.5579 .5
.0
.9
.6
.3
.2
.1
579.7
.2
.4
.3
580.8
580.2
580.4
580.9
.9
.4
.7581
.1
.4
.1
.9
.6
580.4
580.5
.3
.4
.8
.1
.5
.7
.3
.7
.6
.8
7' C.L. FENCE
7' C
.L . F
EN
C
E
7' C.L. FENCE
TO
P/
BA
N
K
TO
P/
BA
N K
TO
P/
BA
N
K
TO
E/
SL
O
PE
TO
P/
BA
N
K
BH#09
FURNISHED WETLAND LIMIT (TYP.)
FURNISHED WETLAND LIMIT (TYP.)
1 581
STANDING WATER
STANDING WATER
AVIS FOUNDRY SANDS
LANDFILL CAP
(BOUNDARY IS
APPROXIMATE )
18"
18"
24"
12"
12"
12"
18"
12"
12"
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
C O
N C
HV32578.10HV32578.10
E
E
C
C
E
E
C
E
C
G
E
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
GRAVEL
GRAVEL
GRAVEL
G R
AV
EL
G R
AV
EL
AS
PH
AS
PH
ASPH
ASPH
ASPH
ASPH
CONC
ASPH
ASPH
ASPH GRAVEL
ASPH
N. PERIMETER RD.
GRAVEL
ASPH
AS
PH
ASPH
GG
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6" 6"
6" 6"
6"
6" 6"
6"
6"
6"
6" 6"
6"
6"
6"
6"
6" 6"
6" 6"
6"
6"
6"
16" 16"
16"
16"
16"
16" 16" 16"
16" 16"
16"
16"
16" 16"
16"
16" 16" 12" 12"
12"
8"
8"
8"
8"
8"
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
2"
2"
12"
2" 2"
2"
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-109
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
NORTH
40' 80'0
MATCH LINE SEE SHEET V-114
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
GENERAL SHEET NOTESMATCH LINE SEE SHEET V-105
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
SHEET 52 OF 467
FO
FO
FO
FO FO FO FO FO
FOFOFOFOFOFOFO
FO
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
NAIL
INV=579.31
INV=579.64
INV=586.93
INV=586.97
INV=586.17
INV=585.98
INV=587.27
INV=586.30 INV=585.28
INV=589.33
INV=588.87
INV=589.86INV=591.82
INV=579.71581
.17
585.51
.45 580
.82
CB
CB
G G
INV=584.67
144" X 96"
30" CONC. C&G
ASPH
ASPH
ASPH
G
G G G G G G G
G
G G G G G G G 6"
6" 6" 6"
2" 2"
144" X 96"
24"
24"
6" SD
6" SD
6" SD
6" S
D
COMM
COMM
COMM
COMM
C
O M
M C
O M
M
COMM COMM COMM COMM COMM COMM COMM
BM
SITE BM#243
596598
592594
582583580 576577
580582584 586588
IPC
IPC
SOUTH 1/4 CORNER
OF SECTION 31
T.02N., R.14E.
FOUND DISK IN MON BOX
RELOCATED ROSSO HWY
RELOCATED ROSSO HWY
EX. PERIMETER ROAD
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
E
E
C
C
E
E
C
E
C
G
E
GG
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-110
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
SHEET 53 OF 467
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
FO FO FO FO FO FO FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO
FOFOFOFOFOFOFO
FOFOFOFOFOFOFOFOFOFOFOFOFOFO
W W W
COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM
W
W 26W25
IPC
INV=577.00
INV=577.24
TOP/BANK
TOP/BANK
ASPH
AS
PH
G G
G
ASPH
AS
PHGRASS
GRASS
G G
G
GGGGGGGGGGGGGGGGGGG
.89582
.95
INV=577.10
SDA#20
SDA#25
SDA#26
C I
C I
C
8' C.L. FENCE W/BARBED WIRE
TOP/BANK
TOP/BANK
" C O
N C
. C &G
CONC.
BH#01
BH#02
CONC
ASPH
ASPH
ASPH
6" C
.L . F
EN
C
E
8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING
G G G G G G G G G
G
G G G G G G G G G G G
G G G G G G G G G G G G G G G G G G G G G G
6" 6"
6" 6"
6"
6"
6"
6"
6"
6"
6"
6"
6" 6"
6"
6"
6" 6"
16" 16"
16" 16"
16"
36" 36"
16"
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
W
W
W
W
W
W
W
BM
SITE BM#100
BM SITE BM#115
BM
SITE BM#50400
582583 580 579 578 578577
583 584
579580
578578
584 585
5 584
6 585
585585
.1586
.4
.4
.40
AVIS FOUNDRY SANDS
LANDFILL CAP
(BOUNDARY IS
APPROXIMATE )
TO
W
N E
C
EN
TE
R
B
LV
D
EX. ROSSO HWY WITH PAVEMENT SURFACE REMOVED
EX. ROSSO HWY WITH PAVEMENT SURFACE REMOVED
EX
. S
UG
AR
BU
SH
SE
RV
IC
E
RD
EX. PERIMETER ROAD
RELO
CATED R
OSSO H
WY
W W W
FO
FOFO FO
W
W
W
W
E E
EE
H
H
EP
E
E
C
C
E
E
C
E
C
G
E
GG
W
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U
V-102 V-103 V-104 V-105
V-106 V-107 V-108 V-109
V-
V-111 V-112 V-113 V-114
TO
PO
G R
AP
H
IC
S
U R
VE
Y
V-111
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
KEY PLAN
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
PROPERTY CONTROLLING SURVEY CORNER
MONUMENTATION. PUBLIC LAND SURVEY SYSTEM (PLSS)
SECTION CORNERS AND PRIVATE CLAIM CORNERS
DISTURBED OR DESTROYED DURING CONSTRUCTION MUST
BE REESTABLISHED AT THEIR ORIGINAL LOCATIONS BY A
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF
MICHIGAN, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM
CORNERS MUST BE WITNESSED, MONUMENTED, AND
REPLACED IN ACCORDANCE WITH MACOMB COUNTY
REMONUMENTATION PROGRAM REQUIREMENTS,
INCLUDING SPECIFICATIONS FOR MONUMENT LENGTH,
MATERIAL, CAP IDENTIFICATION, AND MONUMENT BOX
INSTALLATION, AT NO ADDITIONAL COST TO THE OWNER.
3. A NEW LAND CORNER RECORD CERTIFICATE/CARD (LCRC)
SHALL BE PREPARED AND FILED WITH THE REGISTER OF
DEEDS BY THE LICENSED PROFESSIONAL SURVEYOR UPON
COMPLETION OF MONUMENT RESTORATION, AT NO
ADDITIONAL COST TO THE OWNER.
4. ALL PLSS SECTION CORNERS AND PRIVATE CLAIM SECTION
CORNERS MAY REQUIRE ADDITIONAL SURVEY TO PROVIDE
A NEW ACCESSIBLE "WITNESS CORNER" OR SET OF
"REFERENCE CORNERS" IF THE ORIGINAL CORNER CAN NO
LONGER BE LOCATED IN IT'S TRUE POSITION DUE TO
INTERFERENCE WITH RUNWAY OPERATIONS. CONTRACTOR
SHALL COORDINATE WITH COR AND MACOMB COUNTY TO
REMONUMENT CORNER(S), AT NO ADDITIONAL COST TO
THE OWNER.
GENERAL SHEET NOTES
M
AT
C H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-106
SHEET 54 OF 467
| Sheets and Views |
| V-102 TOPOGRAPHIC SURVEY |
| V-103 TOPOGRAPHIC SURVEY |
| V-104 TOPOGRAPHIC SURVEY |
| V-105 TOPOGRAPHIC SURVEY |
| V-106 TOPOGRAPHIC SURVEY |
| V-107 TOPOGRAPHIC SURVEY |
File details come from the government source that posted it. Updated .