4a-Runway -100% Drawings_Part 6.pdf

PDF 6 MB Posted

Attached to
511/23420. JLM; Selfridge ANGB - Airfield Improvements
Solicitation number
RFP 171 260000002245 3
Issued by
Michigan

About this file

This document is a topographic survey drawing set for Selfridge Air National Guard Base in Michigan, prepared by the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division in Lansing. The project, titled "Runway Encroachment Solution - Project #2, Airfield Improvements, Task 1 - Extend North Overrun," involves detailed topographic survey sheets (V-102 through V-114) at a scale of 1" = 40' documenting existing conditions across the project site. The survey captures terrain elevation data, existing utilities, structures, drains, fence locations, wetland limits, property boundaries, and infrastructure including concrete curbs, pavement surfaces, and cleared areas. The drawings identify multiple boreholes (BH#01 through BH#09), benchmark locations, and survey control points, with match lines indicating survey sheet connectivity across the entire project footprint.

The document includes four critical general sheet notes requiring contractor responsibility for protecting survey corner monumentation, restoration of Public Land Survey System (PLSS) section corners and private claim corners at original locations by licensed Michigan surveyors at no additional cost to the owner, preparation and filing of Land Corner Record Certificates with the Register of Deeds upon completion, and coordination with the Contracting Officer Representative (COR) and Macomb County for remonumentation of corners if original positions cannot be located due to runway operations interference. The survey data establishes the baseline for design and construction activities, with detailed topographic information essential for planning runway extension and related airfield improvements. The 100% Final Submittal status indicates this represents complete design documentation for the referenced contract number 511/23420.JLM, issued June 8, 2026.

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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

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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

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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.

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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"

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6"

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6"

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16" 16" 16"

16" 16"

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16"

16" 16"

16"

16" 16" 12" 12"

12"

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8"

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8"

8"

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U

U

U

U

U

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U

U

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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

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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

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O N

D

AT

E

SHEET ID

KL

J

SH

G

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DR

P

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1/

0.

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M

FI

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O

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E 8, AN

SI

D

TY

PE

B -3

0% F

IN

AL

S U

BM

IT

TA

L

SE

LF

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ID

G E

AI

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AL

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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

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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

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W

E E

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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"

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6"

6"

6"

16" 16"

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16" 16" 16"

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8"

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8"

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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

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B

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Y:

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KE

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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

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E

SHEET ID

KL

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DR

P

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1/

0.

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M

FI

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SI

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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

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COMM

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COMM

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E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

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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

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E E

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P/

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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

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AS

PH

(P O

SS

IB

LE

S

D -N

O R

EC

O

R D

S)

8"

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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

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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

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B

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D B

Y:

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EC

KE

D B

Y:

D R

AW

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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

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O N

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E

SHEET ID

KL

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SH

G

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DR

P

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1/

0.

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FI

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0% F

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S U

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R

ID

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N

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E, M

IC

H

IG

AN

R

U N

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AY

E N

C R

O

AC

H M

EN

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SO

LU

TI

O

N

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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

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R U

C

TI

O N

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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

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SE

E

SH

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SHEET 50 OF 467

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COMM COMM COMM COMM

SB# 12

GRASS

6" C

.L . F

EN

C

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TOP/BANK

BH#07

BH#08

C O

M M

C O

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C O

M M

C O

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C O

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FURNISHED WETLAND LIMIT (TYP.)

FURNISHED WETLAND LIMIT (TYP.)

FURNISHED WETLAND LIMIT (TYP.)

582583

581582

1 58

RELOCATED IRW

IN DRAIN

RELOCATED ROSSO HW

Y

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FOFO FO

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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

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S

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V-108

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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C O

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C

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AI

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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

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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

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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

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F

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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

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SHEET ID

KL

J

SH

G

EL

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DR

P

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1/

0.

JL

M

FI

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N

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PE

B -3

0% F

IN

AL

S U

BM

IT

TA

L

SE

LF

R

ID

G E

AI

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N

AT

IO

N

AL

G

U

AR

D B

AS

E, M

IC

H

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AN

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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 .