ALLEGAN COUNTY ROAD COMMISSION Board of … COUNTY ROAD COMMISSION 44TH STREET RECONSTRUCTION...

ALLEGAN COUNTY ROAD COMMISSION

44TH STREET RECONSTRUCTION PROJECT

137TH AVENUE TO 139TH AVENUE

OVERISEL TOWNSHIP

INDEX OF PLANS

1 - COVER SHEET

2 - TYPICAL SECTIONS, DETAILS & NOTES

3 - PLAN AND PROFILE - STA. P.O.B. TO STA. 10+00

4 - PLAN AND PROFILE - STA. 10+00 TO STA. 20+00




8 - PLAN AND PROFILE - STA. 50+00 TO STA. P.O.E.

9 - CROSS SECTIONS - STA. 1+00 TO STA. 10+00

10 - CROSS SECTIONS - STA.11+00 TO STA. 22+00




14 - SOIL EROSION & SEDIMENTATION CONTROL PLAN

NOTES

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE PROPOSAL AND

SUPPLEMENTAL SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS AND

WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2012 MICHIGAN DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION.

THE PLACING OF PAVEMENT MARKINGS AND TRAFFIC CONTROL SIGNS SHALL BE DONE

IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES AS AMENDED.

THE IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH THE

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, 2011

EDITION; A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS AND WITH THE

GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL ROADS (ADT<400),

1ST EDITION.

THE CONTRACTOR SHALL DIAL MISS DIG @ 811 FOR PROTECTION OF UNDER GROUND

UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013 A MINIMUM OF THREE

FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO

BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN

PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT

RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS

WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.

UTILITY CONTACTS

CONTRACT FOR ROAD IMPROVEMENTS

1.00 MILES OF ROADWAY RECONSTRUCTION INCLUDING CLEARING, GRADE

ESTABLISHMENT, SAND SUBBASE, AGGREGATE BASE, CULVERT REPLACEMENTS, AND

RESTORATION ON 44TH STREET FROM 137TH AVENUE TO 139TH AVENUE IN OVERISEL

TOWNSHIP, ALLEGAN COUNTY.

JASON S. EDWARDS

REGISTERED PROFESSIONAL ENGINEER No. 59473

PREPARED UNDER THE SUPERVISION OF:

ALLEGAN COUNTY, MICHIGAN

74

TH

S

T.

76

TH

S

T.

72

ND

S

T.

70

TH

S

T.

68

TH

S

T.

66

TH

S

T.

64

TH

S

T.

62

ND

S

T.

60

TH

S

T.

58

TH

S

T.

56

TH

S

T.

54

TH

S

T.

52

ND

S

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50

TH

S

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48

TH

S

T.

46

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44

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S

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42

ND

S

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40

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S

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38

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S

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36

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S

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34

TH

S

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32

ND

S

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30

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S

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28

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26

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24

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22

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20

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18

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16

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14

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8T

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4T

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2N

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102ND AVE.

104TH AVE.

106TH AVE.

108TH AVE.

110TH AVE.

112TH AVE.

114TH AVE.

116TH AVE.

118TH AVE.

120TH AVE.

122ND AVE.

124TH AVE.

126TH AVE.

128TH AVE.

130TH AVE.

132ND AVE.

134TH AVE.

136TH AVE.

138TH AVE.

140TH AVE.

142ND AVE.

144TH AVE.

146TH AVE.

148TH AVE.

66

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64

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62

ND

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60

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58

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56

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54

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50

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48

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46

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44

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40

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38

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36

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34

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32

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30

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24

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8T

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OTTAWA COUNTY

OTTAWA COUNTY KENT COUNTY

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VAN BUREN COUNTY

VAN BUREN COUNTY KALAMAZOO COUNTY

89

89

89

89

89

89

2

ALLEGAN

COUNTY

2

ALLEGAN

COUNTY

2

ALLEGAN

COUNTY

2

ALLEGAN

COUNTY

2

ALLEGAN

COUNTY

2

ALLEGAN

COUNTY

131

131

131

131

31

31

31

31

196

INTERSTATE

196

INTERSTATE

196

INTERSTATE

196

INTERSTATE

40

40

40

40

40

222

222

179

45

ALLEGAN

COUNTY

45

ALLEGAN

COUNTY

45

ALLEGAN

COUNTY

45

ALLEGAN

COUNTY

45

ALLEGAN

COUNTY

45

ALLEGAN

COUNTY

37

ALLEGAN

COUNTY

37

ALLEGAN

COUNTY

42

ALLEGAN

COUNTY42

ALLEGAN

COUNTY

42

ALLEGAN

COUNTY

37

ALLEGAN

COUNTY

NOT TO SCALE

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J.S.E.

DECEMBER, 2016

NONE

LH 4817 1

ELECTRIC

CONSUMERS ENERGY

2500 E. CORK ST

KALAMAZOO, MI 49001

269-998-6440

MR. BILL BRINDLEY

[email protected]

TELEPHONE

FRONTIER

601 N. U.S. 131

THREE RIVERS, MI 49093

269-273-0371

MR. JEFFREY MCCORD

[email protected]

GAS

MICHIGAN GAS UTILITIES

1708 EATON DRIVE

GRAND HAVEN, MI 49417

616-844-7514

MR. RYAN SEALS

[email protected]

SEMCO

739 PAW PAW DRIVE

HOLLAND, MI 49423

800-860-4277

SCOTT TERHORST

[email protected]

"MISS DIG" 811

140TH AVE

PROJECT

LOCATION

1.0

0 M

I

5,2

91

F

T

P.O.E. STA. 53+09

P.O.B. STA. 0+18

141ST AVE

142ND AVE

139TH AVE

138TH AVE

137TH AVE

135TH AVE

134TH AVE

136TH AVE

136TH AVE

142ND AVE

38

TH

S

T

40

TH

S

T

41

ST

S

T

42

ND

S

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45

TH

S

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46

TH

S

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47

TH

S

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48

TH

S

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44

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S

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44

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41

ST

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44

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47

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43

RD

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40

jedwards

Engineering Stamp

THE "2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND "STANDARD PLANS" BY THE MICHIGAN

DEPARTMENT OF TRANSPORTATION (MDOT) ARE HEREBY INCORPORATED INTO THESE CONTRACT

DOCUMENTS. COPIES OF THESE STANDARDS ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THE

ENGINEER.

THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING THE ALLEGAN COUNTY ROAD COMMISSION TO

NOTIFY THEM THAT WORK IS COMMENCING.

THE CONTRACTOR SHOULD NOTE THAT STATION GRADING WILL INCLUDE THE REMOVAL OF FENCES,

CULVERTS, BRUSH, TREES SMALLER THAN 6", CONCRETE FOUNDATIONS, AND MISCELLANEOUS ITEMS AS

REQUIRED AND WILL ALSO INCLUDE ALL EARTH EXCAVATION, EMBANKMENT, AND ALL OTHER OPERATIONS

NECESSARY TO DEVELOP THE DESIRED CROSS SECTION. ALL TOPSOIL AND OTHER UNSUITABLE MATERIAL

LOCATED BENEATH THE PROPOSED PAVEMENT SECTION WILL BE REMOVED TO THE SUBGRADE ELEVATION AS

PART OF STATION GRADING. ALL TOPSOIL REMOVED MAY BE STOCKPILED AND REUSED AS TOPSOIL SURFACE,

SALV, LM.

DO NOT STRIP THE EXISTING ROAD GRAVEL THAT LAYS BELOW THE PROPOSED CLAY GRADE UNLESS

DIRECTED BY THE ENGINEER.

ALL FILL FOR THIS PROJECT MUST BE OBTAINED AND FURNISHED BY THE CONTRACTOR. ALL REQUIRED FILL

SHALL BE SELECTED EXCAVATED MATERIAL FROM THE SITE APPROVED BY THE ENGINEER, OR MDOT CLASS II

GRANULAR MATERIAL FROM BORROW. EXCESS FILL WILL BE REMOVED FROM SITE BY THE CONTRACTOR. NO

BORROW OR SOIL REMOVAL ARRANGEMENTS HAVE BEEN PREARRANGED FOR THIS PROJECT AND WILL BE THE

TOTAL RESPONSIBILITY OF THE CONTRACTOR.

THE SOIL BORINGS WERE TAKEN BY GREAT LAKES DRILLING COMPANY, P.O. BOX 51, ALLEGAN, MI 49010 ON

DECEMBER 12, 2016. THE TEST BORINGS REPRESENT POINT INFORMATION AND MAY NOT HAVE ENCOUNTERED

ALL THE TYPES AND MATERIALS WHICH ARE PRESENT AT THE SITE. THESE BORING LOGS DO NOT CONSTITUTE

A GUARANTEE OF THE SOIL OR GROUNDWATER CONDITIONS, OR THAT THE TEST BORINGS ARE AN EXACT

REPRESENTATION OF THE SOIL OR GROUNDWATER CONDITIONS AT ALL POINTS ON THE SITE.

SEE PLAN AND PROFILE SHEETS FOR SOIL BORING DATA.

DRIVE REPLACEMENT WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER IN THE FIELD.

THE ITEM OF SUBBASE, CIP WILL BE PAID FOR AT PLAN QUANTITY EXCEPT IN THE CASE OF A DESIGN CHANGE

OR DEMONSTRATED ERROR.

AS PART OF THIS PROJECT THE CONTRACTOR WILL COORDINATE WITH THE ALLEGAN COUNTY ROAD

COMMISSION TO PRESERVE AND RESET ALL GOVERNMENT CORNERS WITHIN THE PROJECT LIMITS.

CONTRACTOR WILL RELOCATE ALL MAILBOXES TO A TEMPORARY CENTRAL LOCATION APPROVED BY THE

POSTAL SERVICE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INSTALL A 1" x 3" STAKE WITH THE

RESPECTIVE PROPERTY ADDRESS WRITTEN ON IT IN THE FRONT YARD OF EACH RESIDENCE TO ASSIST WITH

IDENTIFICATION FOR EMERGENCY VEHICLES. PAYMENT FOR RELOCATION WILL BE INCLUDED IN THE ITEM OF

PROJECT CLEANUP. AT THE COMPLETION OF THE PROJECT SAID MAILBOXES SHALL BE RESET AT THEIR

APPROPRIATE LOCATIONS.

ALL DISTURBED AREAS NOT TO BE PAVED WILL BE RESTORED WITH TOPSOIL SURFACE, SALV, LM (3 INCHES),

MDOT SEED MIXTURE TUF (220#/ACRE); FERTILIZER, CHEMICAL NUTRIENT, CL A (176#/ACRE); AND MULCH AND

MULCH ANCHORING (2 TON/ACRE ). TO BE PAID AS RESTORATION (LUMP SUM).

ADEQUATE DUST CONTROL MEASURES WILL BE MAINTAINED BY THE CONTRACTOR AS DIRECTED BY THE

ENGINEER IN THE FIELD, TO BE INCLUDED IN THE VARIOUS ITEMS OF WORK.

MULCH BLANKET, HIGH VELOCITY WILL BE PLACED ON THE BOTTOM OF ALL DITCHES WHEN THE LONGITUDINAL

GRADE IS GREATER THAN OR EQUAL TO 2.00% UNLESS OTHERWISE NOTED, OR AS DIRECTED BY THE

ENGINEER IN HE FIELD.

WHEN FIELD DRAIN TILES ARE ENCOUNTERED IN THE EXISTING DITCHES, THE CONTRACTOR WILL EXTEND

THEM AS REQUIRED WITH UNDERDRAIN, SUBGRADE 4" OR 6" AND ADJUST THE DITCH GRADES AS NECESSARY

TO PROVIDE POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER IN THE FIELD. THE COST OF THE

CONNECTION WILL BE INCLUDED IN THE NEW PIPE ITEM. IF THE ENGINEER DETERMINES THAT AN EXISTING TILE

IS TOO LONG THE CONTRACTOR WILL REMOVE THE TILE AS NECESSARY, TO BE BE INCLUDED IN THE ITEM OF

STATION GRADING. DRAINS THAT ARE ENCOUNTERED AND IDENTIFIED AS SOMETHING OTHER THAN A FIELD

DRAIN SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY.

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE PATTERNS, AND WILL RESOLVE

ANY DRAINAGE PROBLEMS ON ADJACENT PROPERTIES WHICH MAY RESULT FROM THE CONTRACTOR'S

ACTIVITIES.

DATUM REFERS TO NAVD88 DATUM.

DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.

PROJECT NOTES

SUBBASE, CIP (12 INCHES)

AGGREGATE BASE, 6 INCH

(-0.32')

2%

PLAN CL GRADE

(0.00')EXISTING GRADE

11' 11'

VARIES VARIES

TYPICAL SECTION - 44TH STREET

R.O

.W

.

2%

R.O

.W

.

1

O

N

3

M

A

X

.

2%

(-0.32')

2%

2%

TYPICAL DITCH IN CUT SECTION

PROVIDE MULCH BLANKET, HIGH

VELOCITY IN DITCH BOTTOM WHEN

LONGITUDINAL GRADE IS GREATER

THAN OR EQUAL TO 2.00% (TYP.).

TYPICAL FILL SECTION

FOR EXISTING GRAVEL DRIVEWAYS

MATCH EXISTING ELEVATIONS AT

GRADING LIMITS WITH APPROACH,

CL II OR APPROACH, 21AA SLAG.

5'

SHOULDER

8' 2'

1

O

N

3

M

A

X

.

1

O

N

2

M

A

X

.

STRIP TOPSOIL WITHIN 1 ON 1 INFLUENCE

OF ROADWAY TO BE INCLUDED IN THE

ITEM OF STATION GRADING (TYP.)

(-3.00')

SCALE: 1" = 5'

5'

SHOULDER

THIS SECTION APPLIES TO:

P.O.B. TO P.O.E. EXCEPT AS NOTED BELOW

CL ROAD

APPLY TOPSOIL SURFACE, SALV, LM (3 INCHES);

SEEDING, MIXTURE TUF (220#/ACRE); FERTILIZER,

CHEMICAL NUTRIENT, CL A (176#/ACRE); MULCH

(2 TONS/ACRE); AND MULCH ANCHORING TO ALL

DISTURBED AREAS (TYP.) TO BE PAID AS

RESTORAION (LS). INSTALL MULCH BLANKETS

ON ALL FORESLOPES GREATER THAN 1 ON 3 OR

AS DIRECTED BY THE ENGINEER IN THE FIELD.

EXISTING GRAVEL BASE (VARIES 2-6")

UTILITY NOTES

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, THE

CONTRACTOR WILL CONTACT "MISS DIG" AT 811, A MINIMUM OF 72 HOURS, EXCLUDING SATURDAYS, SUNDAYS,

AND HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN

PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS

DIG" ALERT SYSTEM.

THE CONTRACTOR WILL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND WILL

CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION

WILL NOT BE DISTURBED.

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, &

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J.S.E.

DECEMBER, 2016

AS NOTED

LH 4817 2

SUBBASE, CIP (12 INCHES)

AGGREGATE BASE, 6 INCH

(-0.32')

2%

PLAN CL GRADE

(0.00')

EXISTING GRADE

11' 11'

VARIES VARIES

TYPICAL SECTION - 4' DEEP DITCHES

R.O

.W

.

2%

R.O

.W

.

1

O

N

3

M

A

X

.

2%

(-0.32')

2%

2%

TYPICAL DITCH IN CUT SECTION

PROVIDE MULCH BLANKET, HIGH

VELOCITY IN DITCH BOTTOM WHEN

LONGITUDINAL GRADE IS GREATER

THAN OR EQUAL TO 2.00% (TYP.).

TYPICAL FILL SECTION

FOR EXISTING GRAVEL DRIVEWAYS

MATCH EXISTING ELEVATIONS AT

GRADING LIMITS WITH APPROACH,

CL II OR APPROACH, 21AA SLAG.

5'

SHOULDER

11' 2'

1

O

N

3

M

A

X

.

1

O

N

2

M

A

X

.

STRIP TOPSOIL WITHIN 1 ON 1 INFLUENCE

OF ROADWAY TO BE INCLUDED IN THE

ITEM OF STATION GRADING (TYP.)

(-4.00')

SCALE: 1" = 5'

5'

SHOULDER

THIS SECTION APPLIES TO:

STA. 15+75 TO 25+75

CL ROAD

APPLY TOPSOIL SURFACE, SALV, LM (3 INCHES);

SEEDING, MIXTURE TUF (220#/ACRE); FERTILIZER,

CHEMICAL NUTRIENT, CL A (176#/ACRE); MULCH

(2 TONS/ACRE); AND MULCH ANCHORING TO ALL

DISTURBED AREAS (TYP.) TO BE PAID AS

RESTORAION (LS). INSTALL MULCH BLANKETS

ON ALL FORESLOPES GREATER THAN 1 ON 3 OR

AS DIRECTED BY THE ENGINEER IN THE FIELD.

EXISTING GRAVEL BASE (VARIES 2-6")

1

O

N

2

M

A

X

.

(-4.00')

640

645

650

655

660

665

670

675

640

645

650

655

660

665

670

675

65

5.4

65

2.8

65

1.8

65

1.7

65

1.3

65

0.3

64

9.2

64

8.7

64

8.6

64

8.1

64

7.9

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

654.01

653.23

652.76

652.33

651.90

651.48

651.05

650.62

650.20

649.77

-1.14% -0.43%

200' VERTICAL CURVE

K = 282

PV

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TA

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0

65

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4

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TA

. 2

+5

0

65

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7

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. 1

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0

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53

.4

0

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TT

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TT

TT

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

00 40' 80'60'

SAWCUT AND REMOVE EXISTING

CONCRETE PAVEMENT, REGRADE

EXISTING DRIVE AS REQUIRED AND

SURFACE WITH APPROACH, CL II;

165#/SYD HMA, 13A (LEVELING);

AND 165#/SYD HMA, 13A (TOP).

(PAVING UNDER SEPARATE

CONTRACT IN THE FUTURE)

REGRADE EXISTING DRIVE AS

REQUIRED AND SURFACE WITH

APPROACH, CLASS II TO A DEPTH

OF 6", AS DIRECTED BY THE

ENGINEER IN THE FIELD, PAID FOR

AS APPROACH, CL II BY THE TON.

LEGEND


HMA PAVEMENT, REGRADE

EXISTING DRIVE OR APPROACH AS


APPROACH, CL II; 165#/SYD HMA,

13A (LEVELING); AND 165#/SYD HMA,

13A (TOP). (PAVING UNDER

SEPERATE CONTRACT IN THE

FUTURE)

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REVIEWED BY:

DATE:

SCALE:

44T

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H A

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H A

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NU

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PLA

N &

P

RO

FILE

- S

TA

. P

.O

.B

. T

O S

TA

. 10+

00

J.S.E.

DECEMBER, 2016

1"= 40'H, 5'V

LH 4817 3

P.O

.B

.S

TA

. 0+

18

FO

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TIN

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H L

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0+

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IO

N V

AU

LT

5

4.2

'

0+

32

F

ND

C

IB

1

40

91

3

2.9

'

0+

38

G

UY

W

IR

E 6

2.0

'

0+

43

G

UY

W

IR

E 4

9.2

'

0+

50

T

EL

E R

IS

ER

B

OX

6

1.5

'

0+

50

G

UY

W

IR

E 6

9.3

'

0+

51

P

OW

ER

P

OL

E 6

1.0

'

0+

51

B

M #

1 P

OW

ER

P

OL

E 6

0.9

'

1+

02

1

5" D

EA

D T

RE

E 4

5.4

'

1+

49

2

4" S

TU

MP

4

4.3

'

2+

66

6

" P

IN

E 3

9.5

'

2+

82

9

" P

IN

E 3

8.0

'

3+

04

6

" P

IN

E 3

7.3

'

3+

52

B

UIL

DIN

G B

AR

N 6

8.5

'

3+

62

B

US

H 6

6.1

'

3+

87

P

OW

ER

P

OL

E 5

8.4

'

5+

41

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

6.6

'

5+

42

B

UIL

DIN

G 7

0.7

'

5+

73

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

7.3

'

6+

06

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

7.6

'

6+

36

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

8.4

'

6+

67

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

8.2

'

6+

97

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

8.6

'

7+

17

P

OW

ER

P

OL

E 6

0.5

'

7+

17

B

M #

2 P

OW

ER

P

OL

E 6

0.5

'

7+

27

S

OIL

B

OR

IN

G #

2 7

.7

'

7+

28

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

9.1

'

7+

38

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

9.1

'

7+

88

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

9.4

'

8+

19

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

9.7

'

8+

50

F

EN

CE

P

OS

T W

OO

D F

EN

CE

4

9.8

'

8+

80

F

EN

CE

P

OS

T W

OO

D F

EN

CE

5

0.7

'

9+

11

F

EN

CE

P

OS

T W

OO

D F

EN

CE

5

0.8

'

9+

42

F

EN

CE

P

OS

T W

OO

D F

EN

CE

5

0.5

'

9+

72

F

EN

CE

P

OS

T W

OO

D F

EN

CE

5

1.1

'

0+

30 G

AS

L

IN

E . 44.9'

2+

29 S

OIL

B

OR

IN

G #1 2.6'

3+

22 P

OW

ER

P

OL

E 29.2'

3+

23 T

EL

E R

IS

ER

B

OX

27

.5'

9+

44 F

ND

C

IB

23520 33.1'

9+

52 M

AIL

BO

X 3

744 4.9'

9+

54 O

RN

AM

EN

TA

L P

IN

E 29.7'

9+

58 O

RN

AM

EN

TA

L P

IN

E 43.8'

9+

67 O

RN

AM

EN

TA

L P

IN

E 35.5'

9+

79 O

RN

AM

EN

TA

L P

IN

E 29.9'

03-18-032-001-10

S K & K PROPERTIES

3054 HUNTERS DR

JENISON, MI 49428

03-18-032-001-11

KURT & JANA RIGTERINK TRUST

3744 44TH STREET

HAMILTON, MI 49419

03-18-033-005-00

REED, KARL, & RHONDA HAVERDINK

4391 137TH AVENUE

HAMILTON, MI 49419

44TH

STREET

EX. PROFILE

PROP. PROFILE

40 FT - CULV, CL F , 12 INCH

15 TON - APPROACH, HMA MILLINGS

CAUTION: UNDERGROUND

COMMUNICATION UTILITIES

137T

H A

VE

NU

E

P.O

.B

.S

TA

. 0

+1

8


15 TON - APPROACH, CL II






15 TON - APPROACH, HMA MILLINGS

RE

MO

VE

-

RE

MO

VE

-

PR

ES

ER

VE

-

RE

LO

CA

TE

-

CAUTION: HAZARDOUS OR

FLAMMABLE MATERIAL

- P

RE

SE

RV

E

BENCHMARK: MARKER IN PP

ELEV. = 657.41


ELEV. = 650.36

R.O.W. (TYP.)

SLOPE STAKE LINE (TYP.)

SOIL BORINGS

0 - 7"

7" - 1'3"

1'3" - 5'

5'

SB #1 BROWN FINE TO MEDIUM SAND

AND GRAVEL

BROWN & DK BROWN FINE SAND,

TR FINE GRAVEL

BROWN SILTY FINE TO MED SAND,

TR FINE GRAVEL

END OF BORING

SB #2

SB #1

SB #2

0 - 5"

5" - 1'

1' - 5'

5'

BROWN FINE TO MEDIUM SAND

AND GRAVEL


TR FINE GRAVEL


TR FINE GRAVEL

END OF BORING

630

635

640

645

650

655

660

665

630

635

640

645

650

655

660

665

647.9

647.9

647.7

647.2

645.5

644.4

643.6

643.3

644.4

644.9

645.2

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00

649.77

649.34

648.78

647.97

646.90

645.91

645.33

645.17

645.42

645.89

646.35

0.46%

300' VERTICAL CURVE

K = 388

PV

C S

TA

. 11+

00

649.34

PV

T S

TA

. 14+

00

646.90

PV

I S

TA

. 12+

50

EL

EV

. 648.70

400' VERTICAL CURVE

K = 241

PV

C S

TA

. 14+

00

646.90

PV

T S

TA

. 18+

00

645.42

PV

I S

TA

. 16+

00

EL

EV

. 644.50

E

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

T

TT

T

T

T

T

TTTTTTTTTT

T

T

T

T

TT

TT

TT

T

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00

0

+

3

7

1

+

0

0

2

+

0

0

3

+

0

0

3

+

5

0

00 40' 80'60'















LEGEND









FUTURE)

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 10+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 1

0+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E N

EX

T S

HE

ET

ST

A. 20+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E N

EX

T S

HE

ET

ST

A. 2

0+

00

Bo

ard

o

f C

ou

nty

R

oa

d C

om

mis

sio

ne

rs

Of A

lle

ga

n C

ou

nty

1308

LIN

CO

LN R

OA

D

ALL

EGA

N, M

ICH

IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

) 673

-218

4

ww

w.a

llega

nroa

ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

PLA

N &

P

RO

FILE

- S

TA

. 10+

00 T

O S

TA

. 20+

00

J.S.E.

DECEMBER, 2016

1"= 40'H, 5'V

LH 4817 4

10

+0

3 F

EN

CE

P

OS

T W

OO

D F

EN

CE

5

1.2

'

10

+3

3 F

EN

CE

P

OS

T W

OO

D F

EN

CE

5

1.3

'

10

+6

4 F

EN

CE

P

OS

T W

OO

D F

EN

CE

5

1.8

'

10

+9

5 F

EN

CE

P

OS

T W

OO

D F

EN

CE

5

1.6

'

10

+9

9 G

UY

W

IR

E 6

9.1

'

11

+0

2 P

OW

ER

P

OL

E 6

1.6

'

11

+2

5 F

EN

CE

P

OS

T W

OO

D F

EN

CE

5

1.4

'

11

+2

9 F

EN

CE

P

OS

T W

OO

D F

EN

CE

6

4.9

'

11

+3

3 F

ND

C

IB

2

35

20

3

3.0

'

12

+0

5 S

OIL

B

OR

IN

G #

3 1

7.3

'

12

+0

8 9

" P

IN

E 3

5.0

'

12

+1

5 E

LE

C O

UT

LE

T 3

7.4

'

12

+1

5 6

" P

IN

E 3

4.5

'

12

+2

0 9

" P

IN

E 4

0.2

'

12

+2

9 Y

AR

D L

IG

HT

4

7.4

'

12

+5

9 6

" P

IN

E 4

1.4

'

12

+6

2 6

" P

IN

E 3

2.9

'

12

+6

6 B

US

H 1

9.8

'

12

+6

7 M

AIL

BO

X 3

74

5 1

8.7

'

12

+7

2 6

" P

IN

E 3

4.0

'

12

+8

8 6

" M

AP

LE

4

2.1

'

13

+9

7 F

EN

CE

P

OS

T M

ET

AL

3

3.5

'

14

+3

5 G

UY

W

IR

E 8

6.8

'

14

+6

3 F

ND

C

IB

2

35

20

3

3.1

'

14

+7

3 E

LE

C M

ET

ER

8

7.2

'

14

+7

3 P

OW

ER

P

OL

E 6

3.2

'

14

+7

4 B

M 3

P

OW

ER

P

OL

E 6

2.1

'

15

+0

3 F

ND

C

IB

2

35

20

3

2.9

'

15

+7

3 4

2" C

MP

2

6.3

'

16

+0

9 S

OIL

B

OR

IN

G #

4 0

.3

'

17

+8

2 P

OW

ER

P

OL

E 6

4.5

'

10+

02 O

RN

AM

EN

TA

L M

AP

LE

42.1'

10+

33 O

RN

AM

EN

TA

L M

AP

LE

31.0'

11+

00 O

RN

AM

EN

TA

L M

AP

LE

31.0'

11+

03 W

EL

L 57.3'

11+

15 O

RN

AM

EN

TA

L M

AP

LE

49.8'

11+

35 P

OW

ER

P

OL

E 27.4'

11

+37 G

UY

W

IR

E 34.3'

11+

44 O

RN

AM

EN

TA

L M

AP

LE

50.8'

11+

62 O

RN

AM

EN

TA

L M

AP

LE

31.3'

11+

64 O

RN

AM

EN

TA

L M

AP

LE

60.0'

11+

93 O

RN

AM

EN

TA

L P

IN

E 40.2'

12+

02 O

RN

AM

EN

TA

L P

IN

E 56.7'

12+

08 F

ND

C

IB

23520 33

.1'

12+

08 O

RN

AM

EN

TA

L P

IN

E 32.9'

12+

13 O

RN

AM

EN

TA

L P

IN

E 50.3'

12+

27 O

RN

AM

EN

TA

L P

IN

E 35.0'

12+

34 O

RN

AM

EN

TA

L P

IN

E 50.2'

12+

44 O

RN

AM

EN

TA

L P

IN

E 30.7'

12+

51 O

RN

AM

EN

TA

L P

IN

E 46.1'

12+

65 O

RN

AM

EN

TA

L P

IN

E 38.3'

12+

68 O

RN

AM

EN

TA

L P

IN

E 54.6'

12+

81 O

RN

AM

EN

TA

L P

IN

E 43.1'

12+

85 O

RN

AM

EN

TA

L P

IN

E 57.8'

12+

95 O

RN

AM

EN

TA

L P

IN

E 39.7'

13+

04 O

RN

AM

EN

TA

L P

IN

E 57.5'

13+

10 O

RN

AM

EN

TA

L P

IN

E 37.7'

13+

34 O

RN

AM

EN

TA

L P

IN

E 35.0'

13+

58 O

RN

AM

EN

TA

L P

IN

E 28.5'

13+

72 O

RN

AM

EN

TA

L P

IN

E 31.0'

13+

91 O

RN

AM

EN

TA

L P

IN

E 49.5'

13+

93 O

RN

AM

EN

TA

L P

IN

E 32.7'

14+

06 O

RN

AM

EN

TA

L P

IN

E 45.4'

14+

17 O

RN

AM

EN

TA

L P

IN

E 33.2'

15+

13 36

" P

OP

LA

R 14.6'

15+

65 42" C

MP

13.2'

03-18-032-001-11


3744 44TH STREET

HAMILTON, MI 49419

03-18-032-001-12


3744 44TH STREET

HAMILTON, MI 49419

03-18-032-002-00

BRUCE & VICKI KLINGENBERG

3814 44TH STREET

HAMILTON, MI 49419

03-18-033-005-00

REED, KARL, & RHONDA HAVERDINK

4391 137TH AVENUE

HAMILTON, MI 49419

03-18-033-005-13

DALE & MARILYN

3745 44TH STREET

HAMILTON, MI 49419

03-18-033-005-10 &

03-18-033-005-12

WALTERS GARDENS INC

1992 96TH AVENUE

ZEELAND, MI 49464

03-18-033-005-14

JENNA WITTEVEEN

3955 46TH STREET

HAMILTON, MI 49419

EX. PROFILE

PROP. PROFILE




ELEV. = 647.43

PROP. INV. 638.30

EX. INV. 639.02

56 FT - CULV, CL E, CONC, 60 INCH @ 0.54%

PROP. INV. 638.60

EX. INV. 639.39



PR

ES

ER

VE

-

RE

MO

VE

-

RE

MO

VE

-

RE

MO

VE

-

RE

MO

VE

-







- P

RE

SE

RV

E

- P

RE

SE

RV

E

- P

RE

SE

RV

E

- R

EM

OV

E

RE

MO

VE

-

- R

EM

OV

E

CULV, CL E, CONC, 60 INCH

INV. 638.45

EX. 42" CMP

INV. 639.20

- R

EL

OC

AT

E

R.O.W. (TYP.)


44TH STREET

SB #3

SB #4

SOIL BORINGS

0 - 6"

6" - 1'1"

1'1" - 5'

5'


AND GRAVEL


TR FINE GRAVEL


TR FINE GRAVEL

END OF BORING

SB #4 0 - 1'3"

1'3" - 3'

3' - 5'

5' - 10'

10'


AND GRAVEL

BROWN & DK BROWN SILTY FINE

TO MED SAND, TR TOPSOIL

DK BROWN PEATY TOPSOIL


TR FINE GRAVEL

END OF BORING

-0.43%

640

645

650

655

660

665

670

675

640

645

650

655

660

665

670

675

64

5.2

64

5.2

64

5.7

64

6.5

64

7.5

64

8.7

65

0.2

65

2.3

65

4.1

65

6.1

65

8.1

20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

646.35

646.81

647.28

647.91

648.88

650.19

651.85

653.67

655.49

657.32

659.14

0.46% 1.82%

400' VERTICAL CURVE

K = 294

PV

C S

TA

. 2

2+

00

64

7.2

8

PV

T S

TA

. 2

6+

00

65

1.8

5

PV

I S

TA

. 2

4+

00

EL

EV

. 6

48

.2

0

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

X

E

E

T

T

TT

T

T

T

TTTT

TTT

T

T

T

TT

TT

T

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+0027+00

28+00

29+00

30+00

31+00

00 40' 80'60'















LEGEND









FUTURE)

Bo

ard

o

f C

ou

nty

R

oa

d C

om

mis

sio

ne

rs

Of A

lle

ga

n C

ou

nty

1308

LIN

CO

LN R

OA

D

ALL

EGA

N, M

ICH

IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

) 673

-218

4

ww

w.a

llega

nroa

ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

PLA

N &

P

RO

FILE

- S

TA

. 20+

00 T

O S

TA

. 30+

00

J.S.E.

DECEMBER, 2016

1"= 40'H, 5'V

LH 4817 5

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H LIN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 20+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 2

0+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H LIN

E

SE

E N

EX

T S

HE

ET

ST

A. 30+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E N

EX

T S

HE

ET

ST

A. 3

0+

00

21

+0

2 S

OIL

B

OR

IN

G #

5 4

.3

'

21

+0

8 B

M #

4 P

OW

ER

P

OL

E 6

5.0

'

21

+0

8 P

OW

ER

P

OL

E 6

5.4

'

24

+4

4 P

OW

ER

P

OL

E 6

6.5

'

25

+9

6 S

OIL

B

OR

IN

G #

6 9

.8

'

26

+8

2 M

AIL

BO

X 3

81

4 1

4.7

'

28

+1

1 G

UY

W

IR

E 7

2.9

'

28

+1

2 P

OW

ER

P

OL

E 6

4.2

'

28

+1

2 B

M #

5 P

OW

ER

P

OL

E 6

3.6

'

29

+4

1 P

OW

ER

P

OL

E 6

5.5

'

29

+4

1 G

UY

W

IR

E 5

1.5

'

26+

34 T

EL

E R

IS

ER

B

OX

20.6'

26+

53 52

" P

OP

LA

R 25.6'

26+

59 12" C

PP

14.5'

26+

92 12" C

PP

14.4'

26+

95 F

N P

VC

22.8'

26+

96 F

N P

VC

31.1'

26+

98 B

US

H 26.2'

27+

03 F

EN

CE

4 22.5'

28+

09 P

OW

ER

P

OL

E 77.5'

28

+13 G

UY

W

IR

E 83.2'

29+

02 F

ND

C

IB

23520 32

.9'

03-18-028-006-30

JENNA DYKHUIS

3955 46TH STREET

HAMILTON, MI 49419

03-18-028-006-00

WALTERS GARDENS INC

1992 96TH AVENUE

ZEELAND, MI 49464

03-18-029-012-00


3814 44TH STREET

HAMILTON, MI 49419

03-18-029-011-00

MARVIN PATMOS PROPERTIES LLC

3380 GORDON STREET

HUDSONVILLE, MI 49426

03-18-032-002-00


3814 44TH STREET

HAMILTON, MI 49419

03-18-033-005-14

JENNA WITTEVEEN

3955 46TH STREET

HAMILTON, MI 49419

EX. PROFILE

PROP. PROFILE




ELEV. = 644.06



R.O.W. (TYP.)


44THSTREET

RE

MO

VE

-

RE

MO

VE

-

RE

MO

VE

-

RE

MO

VE

-

RE

LO

CA

TE

-

RE

LO

CA

TE

-

RE

LO

CA

TE

-

PR

ES

ER

VE

-

- R

EL

OC

AT

E










ELEV. = 653.49

RE

LO

CA

TE

B

Y O

TH

ER

S -





SB #5

SB #6

SOIL BORINGS

0 - 11"

11" - 3'

3' - 5'

5' - 10'

10'


AND GRAVEL

BROWN & DK BROWN PEATY

TOPSOIL


TR TOPSOIL


TR FINE GRAVEL

END OF BORING

SB #6 0 - 1'3"

1'3" - 4'

4' - 5'

5'


AND GRAVEL

BROWN CLAYEY FINE TO MED

SAND, TR FINE GRAVEL

BROWN SILTY, SANDY CLAY

END OF BORING

650

655

660

665

670

675

680

685

650

655

660

665

670

675

680

685

65

8.1

66

0.0

66

1.7

66

2.9

66

3.7

66

4.8

66

5.9

66

5.6

66

4.7

66

3.8

66

2.9

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00

659.14

660.96

662.64

664.02

665.11

665.89

666.32

666.40

666.15

665.72

665.29

300' VERTICAL CURVE

K = 341

PV

C S

TA

. 3

1+

00

66

0.9

6

PV

T S

TA

. 3

4+

00

66

5.1

1

PV

I S

TA

. 3

2+

50

EL

EV

. 6

63

.7

0

400' VERTICAL CURVE

K = 292

PV

C S

TA

. 3

4+

00

66

5.1

1

PV

T S

TA

. 3

8+

00

66

6.1

5

PV

I S

TA

. 3

6+

00

EL

EV

. 6

67

.0

0

G

G

G

G

GG

G

G

G

G

G

E

E

E

E

E

E

E

E

EE

E

EE

E

E

E

EE

EE

E

T

T

T

TT

TT

T TT T

T

T

29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00

00 40' 80'60'















LEGEND









FUTURE)

Bo

ard

o

f C

ou

nty

R

oa

d C

om

mis

sio

ne

rs

Of A

lle

ga

n C

ou

nty

1308

LIN

CO

LN R

OA

D

ALL

EGA

N, M

ICH

IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

) 673

-218

4

ww

w.a

llega

nroa

ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

PLA

N &

P

RO

FILE

- S

TA

. 30+

00 T

O S

TA

. 40+

00

J.S.E.

DECEMBER, 2016

1"= 40'H, 5'V

LH 4817 6

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 3

0+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 3

0+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E N

EX

T S

HE

ET

ST

A. 4

0+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E N

EX

T S

HE

ET

ST

A. 4

0+

00

31

+5

5 P

OW

ER

P

OL

E 6

6.4

'

33

+6

3 B

M #

6 P

OW

ER

P

OL

E 6

7.6

'

33

+6

3 P

OW

ER

P

OL

E 6

7.7

'

35

+2

4 P

OW

ER

P

OL

E 6

8.5

'

35

+2

4 G

UY

W

IR

E 5

7.2

'

35

+3

5 W

EL

L 7

4.2

'

35

+4

2 G

UY

W

IR

E 6

9.2

'

35

+8

6 F

ND

C

IB

2

35

20

3

3.1

'

36

+0

2 4

2" M

AP

LE

3

0.6

'

36

+0

4 S

OIL

B

OR

IN

G #

8 2

.5

'

36

+1

7 2

4" S

TU

MP

2

8.9

'

36

+2

0 O

RN

AM

EN

TA

L P

EA

R 6

5.6

'

36

+2

4 M

AIL

BO

X 3

84

1 2

0.2

'

36

+2

8 G

AS

L

IN

E 5

2.2

'

36

+2

8 G

AS

L

IN

E G

AS

L

IN

E . 3

8.4

'

36

+7

5 O

RN

AM

EN

TA

L P

EA

R 4

6.1

'

37

+0

1 O

RN

AM

EN

TA

L M

AP

LE

6

7.2

'

37

+2

8 O

RN

AM

EN

TA

L P

IN

E 4

2.4

'

37

+3

2 O

RN

AM

EN

TA

L P

IN

E 4

2.7

'

37

+3

5 O

RN

AM

EN

TA

L P

IN

E 5

1.6

'

37

+4

9 F

ND

C

IB

2

35

20

3

3.0

'

30

+9

0 S

OIL

B

OR

IN

G #

7 2

.8

'

03-18-028-006-30

JENNA DYKHUIS

3955 46TH STREET

HAMILTON, MI 49419

03-18-028-006-30

JENNA DYKHUIS

3955 46TH STREET

HAMILTON, MI 49419

03-18-028-006-20

MICHAEL & JODI ELHART

3841 44TH STREET

HAMILTON, MI 49419

03-18-029-011-00


3380 GORDON STREET


03-18-029-009-00


3380 GORDON STREET


EX. PROFILE

PROP. PROFILE


ELEV. = 663.97





R.O.W. (TYP.)


44THSTREET

CREST DRIVE, NO CULVERT




- P

RE

SE

RV

E

- P

RE

SE

RV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EL

OC

AT

E


FLAMMABLE MATERIAL

SB #7

SB #8

SOIL BORINGS

0 - 9"

9" - 3'

3' - 5'

5'


AND GRAVEL


TO MED SAND, TR FINE GRAVEL


TR FINE GRAVEL

END OF BORING

SB #8 0 - 6"

6" - 2'

2' - 5'

5'


AND GRAVEL


TO MED SAND, TR FINE GRAVEL


TR FINE GRAVEL

END OF BORING

1.82% -0.43%

650

655

660

665

670

675

680

685

650

655

660

665

670

675

680

685

66

2.9

66

2.2

66

2.2

66

2.6

66

2.6

66

2.1

66

1.5

66

1.0

66

0.5

66

0.0

65

9.4

40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00

66

5.2

9

66

4.8

7

66

4.4

4

66

4.0

1

66

3.5

9

66

3.1

6

66

2.7

3

66

2.3

1

66

1.8

8

66

1.4

5

66

1.0

8

-0.43%

GGG

G

G

GG

G

G

G

G

G

GG

GG

G

G

G

G

G

EE

E

E

39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00

00 40' 80'60'















LEGEND









FUTURE)

Bo

ard

o

f C

ou

nty

R

oa

d C

om

mis

sio

ne

rs

Of A

lle

ga

n C

ou

nty

1308

LIN

CO

LN R

OA

D

ALL

EGA

N, M

ICH

IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

) 673

-218

4

ww

w.a

llega

nroa

ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

PLA

N &

P

RO

FILE

- S

TA

. 40+

00 T

O S

TA

. 50+

00

J.S.E.

DECEMBER, 2016

1"= 40'H, 5'V

LH 4817 7

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 40+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 4

0+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E N

EX

T S

HE

ET

ST

A. 50+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E N

EX

T S

HE

ET

ST

A. 5

0+

00

40

+7

6 S

OIL

B

OR

IN

G #

9 1

3.6

'

41

+2

1 W

EL

L 5

5.4

'

41

+2

1 E

LE

C M

ET

ER

4

6.1

'

41

+2

2 B

M 7

E

LE

C P

OS

T 4

3.8

'

41

+2

4 R

P . 4

6.3

'

41

+3

2 E

LE

C T

RA

NS

FO

RM

ER

4

4.8

'

41

+4

3 W

EL

L 3

8.2

'

41

+5

4 W

EL

L 4

6.9

'

41

+6

2 F

ND

C

IB

2

35

20

3

3.1

'

45+

73 S

OIL

B

OR

IN

G #10 3.8'

03-18-028-005-80

BERENS LAND LLC

3720 142ND AVENUE

HAMILTON, MI 49419

03-18-028-005-50

BERENS LAND LLC

3720 142ND AVENUE

HAMILTON, MI 49419

03-18-028-006-30

JENNA DYKHUIS

3955 46TH STREET

HAMILTON, MI 49419

03-18-029-009-00


3380 GORDON STREET


EX. PROFILE

PROP. PROFILE

BENCHMARK: MARKER ON

ELECTRIC POST

ELEV. = 661.20



R.O.W. (TYP.)


44TH STREET

- P

RE

SE

RV

E


FLAMMABLE MATERIAL

SB #9

SB #10

SOIL BORINGS

0 - 4"

4" - 2'

2' - 5'

5'


AND GRAVEL

BROWN & DK BROWN FINE TO MED



TR FINE GRAVEL

END OF BORING

SB #10 0 - 9"

9" - 2.5'

2.5' - 5'

5'


AND GRAVEL

BROWN & DK BROWN FINE TO MED



TR FINE GRAVEL

END OF BORING

645

650

655

660

665

670

675

680

645

650

655

660

665

670

675

680

659.4

659.1

659.1

660.5

50+00 51+00 52+00 53+00

66

1.0

8

66

0.8

1

66

0.6

5

66

0.5

9

-0.01%

400' VERTICAL CURVE

K = 952

PV

C S

TA

. 49+

00

661.45

PV

T S

TA

. 53+

00

660.59

PV

I S

TA

. 51+

00

EL

EV

. 660.60

O

G

G

G

G

G

GGG

G

T

T

O

49+00 50+00 51+00 52+00 53+00 53+25

00 40' 80'60'















LEGEND









FUTURE)

Bo

ard

o

f C

ou

nty

R

oa

d C

om

mis

sio

ne

rs

Of A

lle

ga

n C

ou

nty

1308

LIN

CO

LN R

OA

D

ALL

EGA

N, M

ICH

IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

) 673

-218

4

ww

w.a

llega

nroa

ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

PLA

N &

P

RO

FILE

- S

TA

. 50+

00 T

O S

TA

. P

.O

.E

.

J.S.E.

DECEMBER, 2016

1"= 40'H, 5'V

LH 4817 8

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 50+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E P

RE

VIO

US

S

HE

ET

ST

A. 5

0+

00

P.O

.E

.

ST

A. 53+

09

52

+6

9 1

8" C

ON

C 3

3.5

'

53

+2

5 G

AS

L

IN

E 1

1.7

'

52+

87 G

UA

RD

RA

IL

39.6'

52+

88 B

M 8 G

DR

L P

OS

T 3

9.7'

52+

89 G

UA

RD

RA

IL

51.9'

52+

90 G

AS

V

AL

VE

41.7'

52+

91 G

AS

V

AL

VE

48.9'

52+

91 G

AS

L

IN

E . 66.2'

52+

93 G

AS

L

IN

E . 42.3'

52+

94 F

ND

C

IB

23520 33

.0'

52+

94 T

EL

E R

IS

ER

B

OX

53.1'

52+

95 G

UA

RD

RA

IL

38.8'

52+

95 G

UA

RD

RA

IL

51.7'

52+

96 T

EL

E R

IS

ER

B

OX

53.6'

52+

99 G

AS

M

AR

KE

R P

OS

T 33.3'

53

+01 G

AS

L

IN

E 34.8'

53+

01 12" C

PP

31.0'

53+

02 12" C

PP

71.1'

53

+10 G

AS

L

IN

E 23.2'

03-18-028-005-50

BERENS LAND LLC

3720 142ND AVENUE

HAMILTON, MI 49419

03-18-029-009-00


3380 GORDON STREET


44TH

BENCHMARK: MARKER ON

GUARDRAIL POST

ELEV. = 659.37

1 EA - CULV END SECT, CONC, 12 INCH

INV. 655.70

78 FT - CULV, CL E, CONC, 12 INCH @ 1.43%

CULV, CL E, CONC, 12 INCH

INV. 656.46

EX. PROFILE

PROP. PROFILE

STREET

139T

H

AV

EN

UE



EX. 18" CONC.

INV. 655.90

R.O.W. (TYP.)


- P

RE

SE

RV

E

52+

70 18" C

ON

C C

UL

V 26.5'

PR

ES

ER

VE

-


FLAMMABLE MATERIAL

PR

ES

ER

VE

-



P.O

.E

.S

TA

. 5

3+

09

DR STR. #1, 24 INCH DIA, 1 EA COVER B

RIM. 659.00

INV. 656.90 - 12" CPP, W (EX.)

INV. 656.90 - 12" CONC, E

(NO SUMP)

SOIL BORINGS

0 - 8"

8" - 3'

3' - 5'

5'


AND GRAVEL


TO MED SAND

BROWN SILTY, CLAYEY FINE SAND

WITH SILTY CLAY LAYERS

END OF BORING

SB #11

1+00

640

650

660

640

650

660

2+00

640

650

660

640

650

660

3+00

630

640

650

660

630

640

650

660

4+00

630

640

650

660

630

640

650

660

5+00

630

640

650

660

630

640

650

660

6+00

630

640

650

660

630

640

650

660

7+00

630

640

650

660

630

640

650

660

8+00

630

640

650

660

630

640

650

660

9+00

630

640

650

660

630

640

650

660

10+00

630

640

650

630

640

650

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

-

2

8

.

4

2

,

6

5

2

.

2

1

0

.

0

0

,

6

5

4

.

0

1

32.54, 654.26

652.78

654.01

-

2

6

.

2

3

,

6

5

0

.

3

3

0

.

0

0

,

6

5

3

.

2

3

28.11, 651.27

651.82

653.23

-

2

7

.

8

0

,

6

5

0

.

6

4

0

.

0

0

,

6

5

2

.

7

6

29.82, 651.65

651.68

652.76

-

2

9

.

7

9

,

6

5

1

.

2

1

0

.

0

0

,

6

5

2

.

3

3

31.77, 652.20

651.27

652.33

-

2

8

.

4

4

,

6

5

0

.

1

1

0

.

0

0

,

6

5

1

.

9

0

28.32, 650.05

650.32

651.90

-

2

6

.

7

0

,

6

4

8

.

8

1

0

.

0

0

,

6

5

1

.

4

8

2

4

.

8

4

,

6

4

8

.

2

1

649.21

651.48

-

2

7

.

1

6

,

6

4

8

.

6

1

0

.

0

0

,

6

5

1

.

0

5

27.32, 648.69

648.72

651.05

-

2

7

.

4

4

,

6

4

8

.

3

3

0

.

0

0

,

6

5

0

.

6

2

27.20, 648.21

648.56

650.62

-

2

7

.

3

8

,

6

4

7

.

8

7

0

.

0

0

,

6

5

0

.

2

0

29.65, 649.00

648.08

650.20

-

2

8

.

8

3

,

6

4

8

.

1

6

0

.

0

0

,

6

4

9

.

7

7

28.55, 648.03

647.95

649.77

Cut Area

45.80 (SF)

Cut Vol

0.00 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.00 (CY)

Cut Area

9.66 (SF)

Cut Vol

102.71 (CY)

Fill Area

10.12 (SF)

Fill Vol

18.74 (CY)

Cut Area

30.30 (SF)

Cut Vol

74.00 (CY)

Fill Area

6.13 (SF)

Fill Vol

30.10 (CY)

Cut Area

56.41 (SF)

Cut Vol

160.58 (CY)

Fill Area

0.00 (SF)

Fill Vol

11.36 (CY)

Cut Area

15.29 (SF)

Cut Vol

132.79 (CY)

Fill Area

1.51 (SF)

Fill Vol

2.80 (CY)

Cut Area

1.00 (SF)

Cut Vol

30.18 (CY)

Fill Area

31.07 (SF)

Fill Vol

60.33 (CY)

Cut Area

4.39 (SF)

Cut Vol

9.98 (CY)

Fill Area

26.39 (SF)

Fill Vol

106.41 (CY)

Cut Area

4.83 (SF)

Cut Vol

17.06 (CY)

Fill Area

13.90 (SF)

Fill Vol

74.61 (CY)

Cut Area

10.56 (SF)

Cut Vol

28.49 (CY)

Fill Area

15.88 (SF)

Fill Vol

55.14 (CY)

Cut Area

12.13 (SF)

Cut Vol

42.02 (CY)

Fill Area

6.26 (SF)

Fill Vol

41.00 (CY)

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL

Bo

ard

o

f C

ou

nty

R

oa

d C

om

mis

sio

ne

rs

Of A

lle

ga

n C

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1308

LIN

CO

LN R

OA

D

ALL

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N, M

ICH

IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

) 673

-218

4

ww

w.a

llega

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ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

CR

OS

S S

EC

TIO

NS

- S

TA

. 1+

00 T

O S

TA

. 10+

00

J.S.E.

DECEMBER, 2016

1" = 10'

LH 4817 9

11+00

630

640

650

630

640

650

12+00

630

640

650

630

640

650

13+00

630

640

650

630

640

650

14+00

630

640

650

630

640

650

15+00

620

630

640

650

620

630

640

650

16+00

620

630

640

650

620

630

640

650

17+00

630

640

650

630

640

650

18+00

630

640

650

630

640

650

19+00

630

640

650

630

640

650

20+00

630

640

650

630

640

650

21+00

630

640

650

630

640

650

22+00

630

640

650

630

640

650

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

-

2

8

.

8

9

,

6

4

7

.

7

7

0

.

0

0

,

6

4

9

.

3

4

29.30, 647.97

647.85

649.34

-

2

8

.

7

9

,

6

4

7

.

1

6

0

.

0

0

,

6

4

8

.

7

8

30.08, 647.81

647.67

648.78

-

2

7

.

8

7

,

6

4

5

.

8

9

0

.

0

0

,

6

4

7

.

9

7

32.28, 648.09

647.24

647.97

-

2

7

.

0

4

,

6

4

4

.

4

0

0

.

0

0

,

6

4

6

.

9

0

32.01, 646.89

645.55

646.90

-2

4

.6

9

, 6

4

2

.6

9

0

.

0

0

,

6

4

5

.

9

1

28.85, 644.31

644.39

645.91

-

3

0

.

1

5

,

6

4

1

.

8

9

0

.

0

0

,

6

4

5

.

3

3

2

9

.

4

9

,

6

4

0

.

5

2

643.59

645.33

-

3

1

.

7

7

,

6

4

2

.

5

4

0

.

0

0

,

6

4

5

.

1

7

2

9

.

3

3

,

6

4

0

.

4

1

643.26

645.17

-

3

2

.

9

8

,

6

4

3

.

4

0

0

.

0

0

,

6

4

5

.

4

3

2

9

.

2

9

,

6

4

0

.

6

7

644.36

645.43

-

3

3

.

6

7

,

6

4

4

.

2

0

0

.

0

0

,

6

4

5

.

8

9

2

8

.

1

3

,

6

4

1

.

5

2

644.87

645.89

-

3

3

.

2

0

,

6

4

4

.

4

3

0

.

0

0

,

6

4

6

.

3

5

2

7

.

9

7

,

6

4

2

.

0

4

645.24

646.35

-

3

3

.

4

6

,

6

4

5

.

0

2

0

.

0

0

,

6

4

6

.

8

1

30.27, 643.43

645.24

646.81

-

3

3

.

0

0

,

6

4

5

.

2

6

0

.

0

0

,

6

4

7

.

2

8

29.72, 643.62

645.71

647.28

Cut Area

22.50 (SF)

Cut Vol

64.13 (CY)

Fill Area

2.76 (SF)

Fill Vol

16.72 (CY)

Cut Area

42.39 (SF)

Cut Vol

120.17 (CY)

Fill Area

0.00 (SF)

Fill Vol

5.12 (CY)

Cut Area

53.61 (SF)

Cut Vol

177.79 (CY)

Fill Area

2.16 (SF)

Fill Vol

3.99 (CY)

Cut Area

30.79 (SF)

Cut Vol

156.31 (CY)

Fill Area

2.49 (SF)

Fill Vol

8.61 (CY)

Cut Area

10.82 (SF)

Cut Vol

77.06 (CY)

Fill Area

26.11 (SF)

Fill Vol

52.97 (CY)

Cut Area

1.73 (SF)

Cut Vol

23.24 (CY)

Fill Area

60.27 (SF)

Fill Vol

159.97 (CY)

Cut Area

6.05 (SF)

Cut Vol

14.42 (CY)

Fill Area

46.79 (SF)

Fill Vol

198.27 (CY)

Cut Area

21.26 (SF)

Cut Vol

50.57 (CY)

Fill Area

33.38 (SF)

Fill Vol

148.46 (CY)

Cut Area

25.82 (SF)

Cut Vol

87.19 (CY)

Fill Area

26.14 (SF)

Fill Vol

110.22 (CY)

Cut Area

22.16 (SF)

Cut Vol

88.86 (CY)

Fill Area

18.64 (SF)

Fill Vol

82.92 (CY)

Cut Area

15.18 (SF)

Cut Vol

69.16 (CY)

Fill Area

25.83 (SF)

Fill Vol

82.35 (CY)

Cut Area

17.26 (SF)

Cut Vol

60.09 (CY)

Fill Area

19.20 (SF)

Fill Vol

83.39 (CY)

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL

Bo

ard

o

f C

ou

nty

R

oa

d C

om

mis

sio

ne

rs

Of A

lle

ga

n C

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1308

LIN

CO

LN R

OA

D

ALL

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N, M

ICH

IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

) 673

-218

4

ww

w.a

llega

nroa

ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

CR

OS

S S

EC

TIO

NS

- S

TA

. 11+

00 T

O S

TA

. 22+

00

J.S.E.

DECEMBER, 2016

1" = 10'

LH 4817 10

23+00

630

640

650

630

640

650

24+00

630

640

650

630

640

650

25+00

630

640

650

660

630

640

650

660

26+00

630

640

650

660

630

640

650

660

27+00

630

640

650

660

630

640

650

660

28+00

640

650

660

640

650

660

29+00

640

650

660

640

650

660

30+00

640

650

660

640

650

660

31+00

640

650

660

670

640

650

660

670

32+00

640

650

660

670

640

650

660

670

33+00

650

660

670

650

660

670

34+00

650

660

670

650

660

670

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

-

3

2

.

9

8

,

6

4

5

.

8

8

0

.

0

0

,

6

4

7

.

9

1

30.31, 644.54

646.52

647.91

-

3

3

.

0

0

,

6

4

6

.

8

7

0

.

0

0

,

6

4

8

.

8

8

31.29, 646.01

647.50

648.88

-

3

2

.

4

6

,

6

4

7

.

9

0

0

.

0

0

,

6

5

0

.

1

9

30.33, 646.84

648.74

650.19

-

2

8

.

6

9

,

6

5

0

.

1

7

0

.

0

0

,

6

5

1

.

8

5

2

8

.

2

2

,

6

4

7

.

4

5

650.23

651.85

-

3

1

.

1

8

,

6

5

3

.

2

4

0

.

0

0

,

6

5

3

.

6

7

26.90, 651.10

652.28

653.67

-

3

0

.

8

7

,

6

5

4

.

9

1

0

.

0

0

,

6

5

5

.

4

9

2

5

.

6

4

,

6

5

1

.

9

6

654.10

655.49

-

2

9

.

6

2

,

6

5

6

.

1

1

0

.

0

0

,

6

5

7

.

3

2

28.10, 655.35

656.11

657.32

-

2

9

.

3

7

,

6

5

7

.

8

1

0

.

0

0

,

6

5

9

.

1

4

29.23, 657.74

658.12

659.14

-

2

9

.

9

3

,

6

5

9

.

9

1

0

.

0

0

,

6

6

0

.

9

6

28.26, 659.08

660.00

660.96

-

2

8

.

4

2

,

6

6

0

.

8

3

0

.

0

0

,

6

6

2

.

6

4

28.90, 661.07

661.71

662.64

-

2

8

.

0

8

,

6

6

2

.

0

5

0

.

0

0

,

6

6

4

.

0

2

28.50, 662.26

662.92

664.02

-

2

6

.

9

8

,

6

6

2

.

5

9

0

.

0

0

,

6

6

5

.

1

1

27.54, 662.87

663.73

665.11

Cut Area

16.90 (SF)

Cut Vol

63.26 (CY)

Fill Area

13.37 (SF)

Fill Vol

60.31 (CY)

Cut Area

22.83 (SF)

Cut Vol

73.56 (CY)

Fill Area

15.81 (SF)

Fill Vol

54.04 (CY)

Cut Area

14.33 (SF)

Cut Vol

68.81 (CY)

Fill Area

18.56 (SF)

Fill Vol

63.65 (CY)

Cut Area

8.01 (SF)

Cut Vol

41.36 (CY)

Fill Area

28.74 (SF)

Fill Vol

87.58 (CY)

Cut Area

23.41 (SF)

Cut Vol

57.94 (CY)

Fill Area

4.36 (SF)

Fill Vol

61.48 (CY)

Cut Area

23.52 (SF)

Cut Vol

86.91 (CY)

Fill Area

8.35 (SF)

Fill Vol

23.53 (CY)

Cut Area

35.89 (SF)

Cut Vol

110.03 (CY)

Fill Area

0.00 (SF)

Fill Vol

15.45 (CY)

Cut Area

43.62 (SF)

Cut Vol

147.25 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.00 (CY)

Cut Area

45.44 (SF)

Cut Vol

164.91 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.00 (CY)

Cut Area

35.73 (SF)

Cut Vol

150.31 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.00 (CY)

Cut Area

26.36 (SF)

Cut Vol

114.99 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.00 (CY)

Cut Area

9.75 (SF)

Cut Vol

66.87 (CY)

Fill Area

6.05 (SF)

Fill Vol

11.21 (CY)

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL

Bo

ard

o

f C

ou

nty

R

oa

d C

om

mis

sio

ne

rs

Of A

lle

ga

n C

ou

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1308

LIN

CO

LN R

OA

D

ALL

EGA

N, M

ICH

IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

) 673

-218

4

ww

w.a

llega

nroa

ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

CR

OS

S S

EC

TIO

NS

- S

TA

. 23+

00 T

O S

TA

. 34+

00

J.S.E.

DECEMBER, 2016

1" = 10'

LH 4817 11

35+00

650

660

670

650

660

670

36+00

650

660

670

650

660

670

37+00

650

660

670

650

660

670

38+00

650

660

670

650

660

670

39+00

650

660

670

650

660

670

40+00

650

660

670

650

660

670

41+00

650

660

670

650

660

670

42+00

650

660

670

650

660

670

43+00

650

660

670

650

660

670

44+00

650

660

670

650

660

670

45+00

650

660

670

650

660

670

46+00

640

650

660

670

640

650

660

670

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

Horizontal

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

3

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

-

2

7

.

6

4

,

6

6

3

.

6

9

0

.

0

0

,

6

6

5

.

8

9

28.75, 664.24

664.81

665.89

-

2

9

.

7

5

,

6

6

5

.

1

7

0

.

0

0

,

6

6

6

.

3

2

32.85, 666.72

665.86

666.32

-

2

9

.

8

1

,

6

6

5

.

2

9

0

.

0

0

,

6

6

6

.

4

0

29.36, 665.06

665.56

666.40

-

2

8

.

5

4

,

6

6

4

.

4

0

0

.

0

0

,

6

6

6

.

1

5

26.99, 663.62

664.72

666.15

-

2

7

.

2

7

,

6

6

3

.

3

4

0

.

0

0

,

6

6

5

.

7

2

2

6

.

0

3

,

6

6

2

.

7

2

663.84

665.72

-

2

6

.

8

5

,

6

6

2

.

7

0

0

.

0

0

,

6

6

5

.

2

9

2

4

.

2

6

,

6

6

2

.

2

2

662.94

665.29

-2

4

.0

4

, 6

6

1

.8

7

0

.

0

0

,

6

6

4

.

8

7

2

5

.

9

8

,

6

6

1

.

2

2

662.21

664.87

-

2

6

.

2

3

,

6

6

1

.

5

4

0

.

0

0

,

6

6

4

.

4

4

2

4

.

5

2

,

6

6

1

.

2

8

662.21

664.44

-

2

8

.

1

8

,

6

6

2

.

0

8

0

.

0

0

,

6

6

4

.

0

1

27.56, 661.78

662.63

664.01

-

2

8

.

7

4

,

6

6

1

.

9

4

0

.

0

0

,

6

6

3

.

5

9

28.86, 662.00

662.63

663.59

-

2

8

.

2

0

,

6

6

1

.

2

4

0

.

0

0

,

6

6

3

.

1

6

28.37, 661.33

662.08

663.16

-

2

8

.

2

6

,

6

6

0

.

8

4

0

.

0

0

,

6

6

2

.

7

3

28.42, 660.93

661.52

662.73

Cut Area

22.28 (SF)

Cut Vol

59.30 (CY)

Fill Area

1.33 (SF)

Fill Vol

13.68 (CY)

Cut Area

77.98 (SF)

Cut Vol

185.66 (CY)

Fill Area

0.00 (SF)

Fill Vol

2.47 (CY)

Cut Area

56.43 (SF)

Cut Vol

248.91 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.00 (CY)

Cut Area

11.91 (SF)

Cut Vol

126.56 (CY)

Fill Area

1.11 (SF)

Fill Vol

2.06 (CY)

Cut Area

2.42 (SF)

Cut Vol

26.54 (CY)

Fill Area

19.11 (SF)

Fill Vol

37.45 (CY)

Cut Area

1.28 (SF)

Cut Vol

6.85 (CY)

Fill Area

34.74 (SF)

Fill Vol

99.74 (CY)

Cut Area

0.00 (SF)

Cut Vol

2.37 (CY)

Fill Area

50.38 (SF)

Fill Vol

157.63 (CY)

Cut Area

0.29 (SF)

Cut Vol

0.53 (CY)

Fill Area

35.96 (SF)

Fill Vol

159.88 (CY)

Cut Area

12.83 (SF)

Cut Vol

24.28 (CY)

Fill Area

0.48 (SF)

Fill Vol

67.48 (CY)

Cut Area

36.98 (SF)

Cut Vol

92.24 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.89 (CY)

Cut Area

27.65 (SF)

Cut Vol

119.70 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.00 (CY)

Cut Area

20.79 (SF)

Cut Vol

89.71 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.00 (CY)

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL

Bo

ard

o

f C

ou

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R

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d C

om

mis

sio

ne

rs

Of A

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ga

n C

ou

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1308

LIN

CO

LN R

OA

D

ALL

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N, M

ICH

IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

) 673

-218

4

ww

w.a

llega

nroa

ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

CR

OS

S S

EC

TIO

NS

- S

TA

. 35+

00 T

O S

TA

. 46+

00

J.S.E.

DECEMBER, 2016

1" = 10'

LH 4817 12

47+00

640

650

660

670

640

650

660

670

48+00

640

650

660

670

640

650

660

670

49+00

640

650

660

670

640

650

660

670

50+00

640

650

660

670

640

650

660

670

51+00

640

650

660

670

640

650

660

670

52+00

640

650

660

670

640

650

660

670

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

2.0%

1

:

2

.

0

2.0%

-

2

7

.

8

4

,

6

6

0

.

2

1

0

.

0

0

,

6

6

2

.

3

1

28.16, 660.37

660.96

662.31

-

2

7

.

7

2

,

6

5

9

.

7

2

0

.

0

0

,

6

6

1

.

8

8

28.05, 659.89

660.49

661.88

-

2

8

.

5

9

,

6

5

9

.

7

3

0

.

0

0

,

6

6

1

.

4

5

27.87, 659.37

660.05

661.45

-

2

9

.

7

7

,

6

5

9

.

9

4

0

.

0

0

,

6

6

1

.

0

8

27.34, 658.73

659.42

661.08

-

2

9

.

0

5

,

6

5

9

.

3

2

0

.

0

0

,

6

6

0

.

8

1

26.92, 658.25

659.06

660.81

-

2

6

.

7

6

,

6

5

8

.

0

1

0

.

0

0

,

6

6

0

.

6

5

26.82, 658.04

659.07

660.65

Cut Area

14.72 (SF)

Cut Vol

65.76 (CY)

Fill Area

0.01 (SF)

Fill Vol

0.01 (CY)

Cut Area

13.88 (SF)

Cut Vol

52.96 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.01 (CY)

Cut Area

15.73 (SF)

Cut Vol

54.83 (CY)

Fill Area

0.31 (SF)

Fill Vol

0.58 (CY)

Cut Area

17.71 (SF)

Cut Vol

61.92 (CY)

Fill Area

3.69 (SF)

Fill Vol

7.41 (CY)

Cut Area

9.47 (SF)

Cut Vol

50.32 (CY)

Fill Area

11.44 (SF)

Fill Vol

28.00 (CY)

Cut Area

4.50 (SF)

Cut Vol

25.87 (CY)

Fill Area

11.11 (SF)

Fill Vol

41.74 (CY)

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0CL CL

CL CL

Bo

ard

o

f C

ou

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R

oa

d C

om

mis

sio

ne

rs

Of A

lle

ga

n C

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1308

LIN

CO

LN R

OA

D

ALL

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N, M

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IGA

N 4

9010

-976

2

TELE

PHO

NE

(269

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-218

4

ww

w.a

llega

nroa

ds.o

rg

FA

X (2

69) 6

73-5

922

RE

VIS

IO

NS

1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

44T

H S

TR

EE

T R

EC

ON

ST

RU

CT

IO

N P

RO

JE

CT

OV

ER

IS

EL T

OW

NS

HIP

- 137T

H A

VE

NU

E T

O 139T

H A

VE

NU

E

CR

OS

S S

EC

TIO

NS

- S

TA

. 47+

00 T

O S

TA

. 52+

00

J.S.E.

DECEMBER, 2016

1" = 10'

LH 4817 13

E

E

E

T

E

E E E E EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

G

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT

T

T

T

T

T

T

TT

TT

6

5

3

6

5

4

6

5

5

6

5

5

6

5

1

6

5

2

6

5

6

6

5

5

6

5

4

6

5

3

6

5

2

6

5

1

6

5

2

6

5

2

6

5

2

6

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00 50' 100'75'

SOIL EROSION & SEDIMENTATION CONTROL NOTES

1. ALL CONSTRUCTION METHODS WILL BE DONE IN COMPLIANCE WITH THE

MICHIGAN SOIL EROSION AND SEDIMENTATION CONTROL ACT. THE

CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSION PERMIT"

FROM THE COUNTY AND/OR A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM

THE MDEQ PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR WILL BE

RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE COUNTY "SOIL

EROSION PERMIT" AND FOR ALL CERTIFIED STORM WATER INSPECTION SERVICE

REQUIRED BY THE "PERMIT BY RULE." EROSION CONTROL MEASURES SHOWN

ON THE PLANS ARE THE MINIMUM REQUIREMENTS AND WILL NOT RELIEVE THE

CONTRACTOR'S RESPONSIBILITY FOR PROVIDING ALL REQUIRED EROSION

CONTROL MEASURES.

2. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED

TOPSOIL OR EARTH COVER, THESE COVER AREAS ACT AS SEDIMENT FILTERS.

3. ALL TEMPORARY SOIL EROSION PROTECTION WILL REMAIN IN PLACE UNTIL

REMOVAL IS REQUIRED FOR FINAL CLEAN UP AND APPROVAL.

4. GEOTEXTILE SILT FENCE WILL BE INSTALLED AS REQUIRED WHEN CROSSING

CREEKS OR WHEN ADJACENT TO WETLANDS OR SURFACE WATER BODIES TO

PREVENT SILTATION AND ELSEWHERE AS DIRECTED BY THE ENGINEER.

SEEDING AND/OR SODDING WILL BE INSTALLED ON CREEK BANKS IMMEDIATELY

AFTER CONSTRUCTION TO PREVENT EROSION.

5. MAINTENANCE, CLEANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL

MEASURES WILL BE INCLUDED IN THE VARIOUS EROSION CONTROL ITEMS.

6. SOIL TYPE LOCATIONS ARE APPROXIMATED FROM THE UNITED STATES

DEPARTMENT OF AGRICULTURE'S WEB SOIL SURVEY MAPS. DETAILED

PROPERTIES FOR EACH SOIL TYPE CAN BE FOUND ON THEIR WEBSITE:

WEBSOILSURVEY.NRCS.USDA.GOV

NUMBER IN CIRCLE REFERS TO NUMBERED DETAILS ON MDOT STANDARD PLAN

R-96 SERIES, SOIL EROSION & SEDIMENTATION CONTROL MEASURES. "P"

DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARY MEASURE.

SOIL EROSION CONTROL PLANS DENOTE MINIMUM EROSION MEASURES

REQUIRED AS DESCRIBED BELOW.

ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL BE

RESTORED UNDER THE PAY ITEM RESTORATION (LUMP SUM). THIS PAY

ITEM INCLUDES PLACING MDOT SEEDING, MIXTURE TUF APPLIED AT A

RATE OF 220 LB/ACRE, FERTILIZER, CHEMICAL NUTRIENT, CL A APPLIED

AT A RATE OF 176 LB/ACRE; MULCH AT A RATE OF 2 TON/ACRE AND

MULCH ANCHORING.

3P

DUST CONTROL MAY BE REQUIRED ON THE SUBGRADE

CONSTRUCTION AND WILL INCLUDE APPLYING FRESH WATER TO BE

INCLUDED IN THE ITEM OF EMBANKMENT. DUST CONTROL ON THE

AGGREGATE BASE COURSE WILL BE ACCOMPLISHED BY APPLYING

FRESH WATER (INCLUDED IN THE ITEM OF AGGREGATE BASE, 6 INCH)

AS DIRECTED BY THE PROJECT ENGINEER.

4T

INSTALL RIPRAP, PLAIN AS DIRECTED BY THE ENGINEER IN THE FIELD.

THE RIPRAP, PLAIN PAY ITEM WILL INCLUDE A GEOTEXTILE

UNDERLAYMENT.

7P

SILT FENCE WILL BE INSTALLED AT CREEK CROSSINGS, ADJACENT TO

ALL WETLANDS AND SURFACE WATERS, AND OTHER LOCATIONS AS

DIRECTED BY THE ENGINEER. EACH SILT FENCE WILL BE INSTALLED

GENERALLY ALONG THE SAME CONTOUR ELEVATION.

26T

CONTRACTOR WILL PROVIDE DOZER TRACKING PERPENDICULAR TO

THE SLOPE TO REDUCE WATER AND WIND EROSION. THIS WILL BE

PERFORMED AT LOCATIONS SHOWN OR AS DIRECTED BY THE

ENGINEER IN THE FIELD, TO BE INCLUDED IN THE ITEM OF

EMBANKMENT.

32

TEMPORARY SEEDING WILL BE PLACED AT LOCATIONS DETERMINED

BY THE ENGINEER IN THE FIELD AND WILL INCLUDE SEEDING MIXTURE,

CR APPLIED AT A RATE OF 70 LB/ACRE AND MULCH.

3T

HIGH VELOCITY MULCH BLANKETS WILL BE USED ON STEEP BANKS.

PROVIDE MULCH BLANKET, HIGH VELOCITY CENTERED ON ALL DITCH

BOTTOMS WITH A LONGITUDINAL GRADE OF 2.00% OR GREATER AND

AT OTHER LOCATIONS AS DIRECTED BY THE ENGINEER IN THE FIELD.

33

HV

CHECK DAMS WILL BE INSTALLED AT THE LOCATIONS SHOWN ON THE

PLAN OR AS DIRECTED BY THE ENGINEER IN THE FIELD.

#

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1 2 3 4 5 6 7

DRAWN BY:

REVIEWED BY:

DATE:

SCALE:

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J.S.E.

DECEMBER, 2016

1" = 50'

LH 4817 14

44TH

STREET

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44TH

STREET

44TH

STREET

SOIL: PLAINFIELD SAND, LAKE PLAIN, 0-6% SLOPES

SOIL: GRANBY LOAMY SAND

SOIL: TEDROW FINE SAND, 0-4% SLOPES

SOIL: KIBBIE FINE SANDY LOAM, 0-3% SLOPES




SOIL: BELLEVILLE LOAMY SAND

26T

PLACE 75' OF EROSION CONTROL,

SILT FENCE IN EACH QUADRANT OF

THE STREAM CROSSING.

10 SYD7P

10 SYD 7P

10 SYD

7P

33

HV

PLACE 975' X 8' (870 SYD) MULCH BLANKET,

HIGH VELOCITY, COVER DITCH BOTTOM

FROM STA. 15+75 TO STA. 25+50 LEFT.

37

33

HV

PLACE 150' X VARIOUS WIDTHS (300 SYD)

MULCH BLANKET, HIGH VELOCITY, COVER FORE

SLOPE FROM STA. 15+00 TO STA. 16+50 RIGHT.

33

HV

PLACE 150' X VARIOUS WIDTHS (300 SYD) MULCH

BLANKET, HIGH VELOCITY, COVER FORE SLOPE

FROM STA. 15+00 TO STA. 16+50 LEFT.

33

HV

PLACE 975' X 8' (870 SYD) MULCH BLANKET, HIGH

VELOCITY, COVER DITCH BOTTOM OR TOE OF

SLOPE FROM STA. 15+75 TO STA. 25+50 RIGHT.

139T

H

AV

EN

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AV

EN

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137T

H

R.O.W. (TYP.)


ALLEGAN COUNTY ROAD COMMISSION Board of … COUNTY ROAD COMMISSION 44TH STREET RECONSTRUCTION...

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Transcript of ALLEGAN COUNTY ROAD COMMISSION Board of … COUNTY ROAD COMMISSION 44TH STREET RECONSTRUCTION...