PROJECT NOTES - ALLEGAN COUNTY ROAD ......152098-02 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage,

152098-02

DATE:

SCALE:

WIGHTMAN &ASSOCIATES, INC.

2303 Pipestone Road

Benton Harbor, MI 49022

Phone: (269) 927-0100

9835 Portage Road

Portage, MI 49002

Phone: (269) 327-3532

264 Western Avenue

Allegan, MI 49010

Phone: (269) 673-8465

www.wightman-assoc.com

ENGINEERING

SURVEYING

ARCHITECTURE

REVISIONS

THE REPRODUCTION, COPYING OR OTHER

USE OF THIS DRAWING WITHOUT WRITTEN

CONSENT IS PROHIBITED.

© 2015 WIGHTMAN & ASSOCIATES, INC.

P:\Allegan\152098 ACRC - Lakeview Avenue Improvements\B) Drawings\B50

AutoCAD\152098-02.dwg 152098-02 3/1/2016 2:44:23 PM

02 02/29/15 AJN

ISSUED FOR BIDDING

01 12/23/15 AJN

FINAL PLANS

00

PRELIMINARY - NOT FOR

CONSTRUCTION

ALLEGAN COUNTY

ROAD COMMISSION

1308 LINCOLN ROAD

ALLEGAN, MI 49010-9762

PROJECT NAME:

LAKEVIEW AVENUE

IMPROVEMENTS

LAKESHORE DRIVE TO

BLUE STAR HIGHWAY

NOTES, TYPICAL

SECTION

SB

= SANITARY MANHOLE

= SECTION CORNER

= PAVEMENT/SOIL BORING

= TELEPHONE MANHOLE

= CATCH BASIN

= CURB INLET

= STORM MANHOLE

= GAS VALVE

E

OHE

G

T

FO

= EXISTING ELECTRIC LINE

= EXISTING ELECTRIC LINE (OVERHEAD)

= PROPOSED SANITARY SEWER

= PROPOSED WATER MAIN

= TELEPHONE RISER BOX

= FIRE HYDRANT

= GUY ANCHOR

= SATELLITE DISH

= CONIFEROUS TREE

= POST

= BUSH

= SIGN

= STUMP

= DECIDUOUS TREE

= LIGHT POLE

= EXISTING DITCH LINE

= PROPOSED STORM SEWER

= EXISTING TREE LINE

= EXISTING SANITARY SEWER

= PROPOSED FORCEMAIN

= EXISTING FORCEMAIN

= EXISTING STORM SEWER

= EXISTING WATER MAIN

= EXISTING FENCE

= EXISTING GAS LINE

= EXISTING TELEPHONE LINE

= EXISTING FIBER OPTIC LINE

= UTILITY POLE

LEGEND

= PROPOSED FENCE

= WATER MANHOLE

TREE DESIGNATORS

= DECIDUOUS TREE TO BE REMOVED

= CONIFEROUS TREE TO BE REMOVED

= PROPOSED ELECTRIC LINE

= PROPOSED GAS LINE

= PROPOSED TELEPHONE LINE

= RIGHT-OF-WAY LINE

= EASEMENT LINE/GRADING PERMIT

= PROPERTY LINE

= MONITORING WELL

= ANTENNA

O O O O O O O O O O O O

= EXISTING GUARDRAIL

O O O O O O O O O O O O

= PROPOSED GUARDRAIL

= CLEAN OUT

= ELECTRIC MANHOLE

= PROPOSED GATE VALVE & VAULT

= PROPOSED REDUCER

= WATER ELEVATION

CO

C

MW

= FOUND IRON PIPE

= TURNING POINT/TRAVERSE

= CABLE RISER BOX

VLT= VAULT

E

SA

ST

T

CB

= PROPOSED STORM MANHOLE

= PROPOSED SANITARY MANHOLE

R

R

= PROPOSED CENTER LINE

= GRADING LIMITS/LIMITS OF DISTURBANCE

= SECTION LINE

W

= EXISTING CENTER LINE

= PROPOSED GATE VALVE & BOX

= PROPOSED HYDRANT

= TO BE ABANDONED

IIIIIIIIIIIIIIIIII

= MAILBOX

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 53, 1974, THE

CONTRACTOR SHALL DIAL 811 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 PART OF THE "MISS

DIG" ALERT SYSTEM.

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

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

RELOCATION WILL NOT BE DISTURBED.

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 SHALL BE REMOVED FROM SITE BY THE CONTRACTOR. NO

BORROW OR DISPOSAL ARRANGEMENTS HAVE BEEN PREARRANGED FOR THIS PROJECT, AND SHALL BE THE

TOTAL RESPONSIBILITY OF THE CONTRACTOR.

ALL SCALES FOR DRAWINGS AND DETAILS ARE BASED ON 24"x36" PRINTED PLANS. DIMENSIONS TAKE

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

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

CONTRACTOR SHALL 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 RESPECTIVE

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

IDENTIFICATION FOR EMERGENCY VEHICLES. PAYMENT FOR MAILBOX RELOCATION SHALL BE INCLUDED IN THE

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

THEIR APPROPRIATE LOCATIONS.

THE ALLEGAN COUNTY ROAD COMMISSION WILL INSTALL ALL NECESSARY PERMANENT SIGNS BEFORE

OPENING THE ROAD TO TRAFFIC. THE CONTRACTOR SHALL NOTIFY THE ROAD COMMISSION WHEN

PERMANENT SIGNS CAN BE PLACED.

TOPOGRAPHIC SURVEY WAS COMPLETED BY THE ALLEGAN COUNTY ROAD COMMISSION.

THIS SECTION APPLIES TO:

STA. 22+18 TO STA. 28+35 (P.O.E.)

PROPOSED TYPICAL SECTION

SCALE: 1" = 5'SCALE: 1" = 5'

HMA APPLICATION TABLE

ITEM AWI YIELD PERFORMANCE GRADE

HMA, 13A (TOP)

220 165#/SYD P.G. 58 - 28

HMA, 13A (LEVELING)

165#/SYD P.G. 58 - 28

HMA BOND COAT (NOT A PAY ITEM)

0.05 TO 0.15 GAL/SYD SS - 1h

PROJECT NOTES

NO

RT

HE

RL

Y R

.O

W.

SO

UT

HE

RL

Y R

.O

.W

.

20.68' 20.68'

℄ ROAD

SECTION LINE

12' LANE12' LANE

CROWN POINT

2%2%

PLAN ℄ GRADE

(0.00')

1

O

N

3

T

Y

P

.

EX. GRADE

EMBANKMENT

(PAID AS STATION

GRADING)

HMA, 13A (165#/SYD)

HMA, 13A (165#/SYD)

EX. GRAVEL (TO BE

REMOVED)

AGGREGATE BASE, 22A

(MIN DEPTH 6")

SUBBASE, CIP

(MIN DEPTH 12")

GRADE TO THIS LINE (PAID

AS STATION GRADING

2%

DETAIL - CURB SLOPED, HMA

5" HMA WEDGE

2'

HMA, 13A, 165#/SYD

2%

HMA, 13A, 165#/SYD

NOT TO SCALE

(-1.99')

(-2.47')

R

.O

.W

.

UNDERDRAIN SECTION

SCALE: N.T.S.

HMA, 13A, 165#/SYD

HMA, 13A, 165#/SYD

AGGREGATE BASE, 21AA

(6 INCH)

SUBBASE , CIP (12" MIN.)

ROAD SURFACE

2'

1

1

CURB

SLOPED,

HMA

2%

UNDERDRAIN, SUBBASE,

6 INCH (TYP.)

1

O

N

2

M

A

X

.

6%

LIMITS OF STATION GRADING

6%

STORM SEWER

TRENCH PER DETAIL

SEWER, PERF SECTION

SCALE: N.T.S.

CULV, PERF, 12 INCH

SEE PLANS FOR SLOPE

SUBBASE, CIP

ROAD SURFACE

(PER TYPICAL SECTION)

1

O

N

3

T

Y

P

.

AGGREAGTE BASE, 22A

(6" MIN DEPTH)

2%

(-2.47')


STA. 16+05 TO STA. 22+18

OTHER AREAS AS DIRECTED BY THE ENGINEER


STA. 10+50 (P.O.B.) TO STA. 16+05

PROPOSED TYPICAL SECTION

SCALE: 1" = 5'SCALE: 1" = 5'

NO

RT

HE

RL

Y R

.O

W.

SO

UT

HE

RL

Y R

.O

.W

.

20.68' 20.68'

℄ ROAD

SECTION LINE

12' LANE12' LANE

CROWN POINT

2%2%

PLAN ℄ GRADE

(0.00')

1

O

N

3

T

Y

P

.

EX. GRADE

EMBANKMENT

(PAID AS STATION

GRADING)

HMA, 13A (165#/SYD)

HMA, 13A (165#/SYD)

EX. GRAVEL (TO BE

REMOVED)

AGGREGATE BASE, 22A

(MIN DEPTH 6")

SUBBASE, CIP

(MIN DEPTH 12")

GRADE TO THIS LINE (PAID

AS STATION GRADING

2%

(-2.47')

(-1.99')

LIMITS OF STATION GRADING

6%

STORM SEWER

TRENCH PER DETAIL

GEOTEXTILE, STABILIZATION



650

655

660

665

670

675

680

685

690

650

655

660

665

670

675

680

685

690

66

9.0

66

9.7

67

0.1

67

0.2

67

0.6

67

1.4

67

2.2

67

2.8

67

3.4

67

3.9

67

4.3

67

4.9

67

5.9

67

6.8

67

8.0

67

9.3

68

0.6

68

1.4

68

2.2

68

1.4

68

0.5

67

8.3

67

6.0

67

3.6

66

9.6

8

66

9.9

8

67

0.1

8

67

0.5

9

67

1.3

1

67

2.0

3

67

2.6

9

67

3.2

2

67

3.6

9

67

4.1

6

67

4.7

9

67

5.7

5

67

6.8

7

67

8.0

0

67

9.1

2

68

0.2

5

68

1.2

4

68

1.5

7

68

1.1

8

68

0.0

7

67

8.2

5

67

5.8

2

67

3.3

5

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

8" E

X SA

N

0.94% 2.25% -4.96%1.44%1.09% 0.40%

100' VERTICAL CURVE

K = 76

15

+0

0

67

4.1

6

16

+0

0

67

5.7

5

15

+5

0

67

4.6

2

PV

I

100' VERTICAL CURVE

K = 198

13

+0

0

67

2.0

3

14

+0

0

67

3.2

2

13

+5

0

67

2.7

5

PV

I

250' VERTICAL CURVE

K = 35

18

+2

0

68

0.7

0

20

+7

0

67

7.3

1

19

+4

5

68

3.5

1

PV

I

50' VERTICAL CURVE

K = 63

21

+5

0

67

3.3

5

22

+0

0

67

0.6

7

21

+7

5

67

2.1

1

PV

I

GG

GG

1

0

+

0

0

1

1

+

0

0

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

G G G G G G G GG

G GG

GG G

G

EE

E E

E

E

E

E

E

EE

E

E

E

E

8" EX SAN

8" EX SAN

8" EX SA

N

8" EX SAN

O

O

O

O

O

O

O

O

T

T

T

T T T T T T TT

TT

TT

T

1

8

" E

X

S

T

O

R

M

E

X

P

-

2

E

X

1

8

"

EX. HOUSE

EX. HOUSE

EX. HOUSE

EX. HOUSE

EX. HOUSE

EX

. HO

US

E

E

X

.

H

O

U

S

E

(REPLACE WITH COVER C)

(PROP INV.)

STORM STRUCTURES

E-01

EXISTING DR STRUCTURE

RIM 669.61

INV. 665.70 - 12" E

INV. 664.59 - 18" NE

INV. 664.59 - 18" S

STORM STRUCTURES

ST-01

DR STRUCTURE, 48 INCH DIA

COVER C

ST-01A


COVER C

ST-02


COVER C

ST-02A


COVER C

ST-03


COVER C

ST-03A


COVER C

RIM 669.77

INV. 666.00 - 12" E

INV. 666.34 - 12" S

INV. 666.00 - 12" W

RIM 669.77

INV. 666.58 - 12" N

RIM 671.80

INV. 667.75 - 12" E

INV. 667.75 - 12" N

RIM 671.80

INV. 667.51 - 12" S

INV. 667.51 - 12" W

RIM 675.56

INV. 671.85 - 12" N

INV. 671.85 - 12" W

RIM 675.56

INV. 672.09 - 12" S

152098-03

DATE:

SCALE:


2303 Pipestone Road


Phone: (269) 927-0100

9835 Portage Road

Portage, MI 49002

Phone: (269) 327-3532

264 Western Avenue

Allegan, MI 49010

Phone: (269) 673-8465


ENGINEERING

SURVEYING

ARCHITECTURE

REVISIONS






AutoCAD\152098-03.dwg 152098-03 2/29/2016 11:14:43 AM

02 02/29/15 AJN

ISSUED FOR BIDDING

01 12/23/15 AJN

FINAL PLANS

00


CONSTRUCTION

ALLEGAN COUNTY

ROAD COMMISSION

1308 LINCOLN ROAD


PROJECT NAME:

LAKEVIEW AVENUE

IMPROVEMENTS

LAKESHORE DRIVE TO

BLUE STAR HIGHWAY

PLAN AND PROFILE

SHEET - STA 10+00 TO

STA 20+00

02-542-001-00

KONDAUR CAPITAL CORP

ONE CITY BLVD W STE 1900

ORANGE, CA 92868

650 LAKESHORE DR

02-542-002-00



ORANGE, CA 92868

650 LAKESHORE DR

02-542-004-00



ORANGE, CA 92868

653 LAKESHORE DR

02-543-010-00

MICHAEL & JULIE WERKEMA

7256 LAKEVIEW AVE

SOUTH HAVEN, MI 49090

02-542-007-00

LAKEVIEW MCKAY LLC

8805 OLD CREEK RD


VACANT

02-542-010-00

MCKAY GREGORY & JANINE TRUSTS

8805 OLD CREEK RD

MEMPHIS, TN 38125

VACANT

02-542-014-00

CHERYL GLUECKERT

1002 LAKESHORE DR

MICHIGAN CITY, IN 46360

VACANT

02-542-015-00

CHERYL GLUECKERT

1002 LAKESHORE DR

MICHIGAN CITY, IN 46360

VACANT

02-542-017-00

DAVID MULLIN

7231 LAKEVIEW AVE


7243 LAKEVIEW

02-542-020-00

DANIEL & MICHELE CAUDIE

1953 SOUTH SHORE DR

HOLLAND, MI 49423

7241 LAKEVIEW

02-542-023-00


1953 SOUTH SHORE DR

HOLLAND, MI 49423

7239 LAKEVIEW

02-542-026-00

DAVID MULLLIN

2683 PARKLAWN DR

BRIGHTON, MI 48114

7231 LAKEVIEW

02-542-024-00

BRIAN & ANGELA HILL

630 KIRKSHIRE DR

PERRYSBURG, OH 43551

VACANT

02-542-027-00

GERALD HALL &

CAROL NAPOWOCKI

736 N SHORE DR


VACANT

02-543-001-00

DANIEL & MARIBETH WAY

649 LAKESHORE


649 LAKESHORE DR

02-543-016-00

MICHAEL & ANDREA WERKEMA

5553 STEVENDALE DR

HUDSONVILLE, MI 49426

7250 LAKEVIEW

02-543-016-10

GERALD HALL &

CAROL NAPOWOCKI

233 DYCKMAN


VACANT

02-544-001-00


1953 SOUTH SHORE DR

HOLLAND, MI 49423

7244 LAKEVIEW

02-544-004-00

JACQUELYN BOPP

76 LYNWOOD AVE

GENESEO, IL 61254

VACANT

02-544-006-00

KARYN SZURGOT

16 TUTTLE AVE

CLARENDON HILLS, IL 60514-1154

VACANT

02-544-009-00

TRIA DEVELOPMENT

1333 BURR RIDGE PKWY 175

BURR RIDGE, IL 60527

VACANT

02-544-010-00

TRIA DEVELOPMENT

901 MCCLLINTOCK DR #160

BURR RIDGE, IL 60527

VACANT

02-544-014-00

AMERICAN LIVING INC

950 CHICAGO DR

JENISON, MI 49428

7232 LAKEVIEW

02-544-016-00

WILLIAM SIEGMUND

3240 W WASHINGTON BLVD

CHICAGO, IL 60624

VACANT

02-541-002-00



ORANGE, CA 92868

650 LAKESHORE DR

02-541-005-00

CASCO TWP

7104 107TH AVE


VACANT

10

+0

8 3

F

EN

CE

2

3.3

'

10

+1

5 C

AT

CH

B

AS

IN

1

2 P

LA

ST

IC

1

6.0

'

10

+3

3 B

UIL

DIN

G H

OU

SE

8

2.5

'

10

+8

0 P

VC

F

EN

CE

2

3.5

'

10

+9

7 F

OU

ND

IR

ON

1

P

IP

E 1

5.5

'

11

+0

1 P

VC

F

EN

CE

1

9.3

'

11

+2

3 3

F

EN

CE

2

2.3

'

11

+4

7 3

" O

RN

AM

EN

TA

L 3

2.7

'

11

+5

0 T

EL

E R

IS

ER

B

OX

1

1.6

'

11

+6

5 B

UIL

DIN

G 4

3.7

'

11

+7

3 1

2" P

IN

E 2

6.9

'

11

+8

4 P

VC

F

EN

CE

2

2.2

'

11

+9

5 1

2" P

IN

E 2

8.0

'

12

+0

1 3

F

EN

CE

2

2.9

'

12

+0

8 G

UY

W

IR

E 1

6.5

'

12

+0

9 G

UY

W

IR

E 1

5.4

'

12

+0

9 B

UIL

DIN

G 4

6.8

'

12

+1

9 P

OW

ER

P

OL

E 1

5.6

'

12

+2

1 T

EL

E R

IS

ER

B

OX

1

9.4

'

12

+2

4 B

US

H 1

9.2

'

12

+7

5 F

ND

C

IB

2

0.8

'

12

+7

7 T

EL

E R

IS

ER

B

OX

1

5.2

'

12

+9

4 B

UIL

DIN

G H

OU

SE

4

6.9

'

13

+4

0 B

UIL

DIN

G 4

6.7

'

13

+4

6 S

AN

IT

AR

Y M

H 1

.8

'

13

+8

7 B

UIL

DIN

G H

OU

SE

4

6.6

'

13

+9

9 P

OW

ER

P

OL

E 1

6.5

'

14

+3

0 B

US

H 3

1.7

'

14

+3

2 B

US

H 2

5.3

'

14

+3

5 B

US

H 2

3.2

'

14

+3

6 3

" O

RN

AM

EN

TA

L 2

6.3

'

14

+3

6 B

US

H 3

1.3

'

14

+3

8 B

US

H 2

2.0

'

14

+3

9 B

US

H 2

7.3

'

14

+9

9 2

4" S

TU

MP

2

5.9

'

15

+2

0 S

AN

IT

AR

Y M

H 3

.3

'

15

+4

1 T

EL

E R

IS

ER

B

OX

1

4.5

'

15

+4

7 1

2" C

PP

2

0.9

'

15

+4

8 P

OW

ER

P

OL

E 1

5.5

'

15

+6

3 S

AN

IT

AR

Y M

H 2

.6

'

15

+7

5 1

2" C

PP

2

0.4

'

16

+3

9 P

OW

ER

P

OL

E 1

4.3

'

16

+6

6 F

ND

C

IB

2

0.7

'

16

+8

3 S

AN

IT

AR

Y M

H 0

.4

'

18

+6

8 P

OW

ER

P

OL

E 1

5.5

'

19

+6

0 1

2" C

PP

2

0.4

'

19

+6

5 W

AT

ER

V

AL

VE

1

5.8

'

19

+6

5 F

IR

E H

YD

RA

NT

1

8.3

'

19

+8

0 B

UIL

DIN

G H

OU

SE

4

7.6

'

10+

53 B

US

H1 27.8'

10+

72 G

DR

L F

EN

CE

16.1'

10+

76 G

DR

L F

EN

CE

11.8'

10+

76 B

US

H1 28.8'

10+

81 G

DR

L F

EN

CE

12.4'

10+

95 G

DR

L F

EN

CE

24.3'

11+

04 G

DR

L F

EN

CE

19.4'

11+

10 18 20.9'

11+

14 C

AT

CH

B

AS

IN

41.3'

11+

21 G

DR

L F

EN

CE

16.8'

11+

36 G

AS

M

AR

KE

R P

OS

T 15

.4'

11+

48 12" C

PP

19.3'

11+

72 12" C

PP

19.8'

12+

10 B

UIL

DIN

G H

OU

SE

86.4'

12+

19 12" C

PP

18.1'

12+

40 12" C

PP

18.7'

12+

49 B

UILD

IN

G 50.6'

12+

52 12" C

PP

18.3'

12+

90 F

ND

C

IB

20.7'

12+

91 4 F

EN

CE

20.6'

12+

91 P

VC

F

EN

CE

38

.4'

13+

06 B

UILD

IN

G 55.7'

13+

41 B

UIL

DIN

G H

OU

SE

55.4'

13+

55 F

ND

C

IB

20.7'

13+

76 12" C

PP

16.7'

14+

50 F

ND

C

IB

20.8'

14+

73 3" O

RN

AM

EN

TA

L 3

3.5'

14+

73 P

IN

" O

RN

AM

EN

TA

L 40.8'

14+

80 P

IN

" O

RN

AM

EN

TA

L 36.8'

14+

86 P

IN

" O

RN

AM

EN

TA

L 32.6'

15+

04 F

IR

E H

YD

RA

NT

24.2'

15+

05 P

IN

" O

RN

AM

EN

TA

L 24.5'

15+

05 W

AT

ER

V

ALV

E 24.3'

15+

45 F

ND

C

IB

20.7'

15+

49 P

OW

ER

P

OLE

26.6'

15+

50 G

UY

W

IR

E 41.7'

15+

51 G

UY

W

IR

E 35.7'

15+

52 G

AS

M

AR

KE

R P

OS

T 15

.4'

16+

37 12" C

PP

17.3'

16+

58 12" C

PP

17.2'

16+

79 T

RI" M

AP

LE

25.6'

17+

10 12" M

AP

LE

24

.5'

17+

25 12" C

PP

17.1'

17+

25 F

ND

C

IB

20.5'

17+

40 B

UILD

IN

G 50.7'

17+

69 B

UIL

DIN

G H

OU

SE

49.8'

17+

84 12" C

PP

17.0'

19+

05 12" C

PP

19.7'

19+

05 F

ND

.5 IR

ON

F

EN

CE

20.7'

19+

22 B

UIL

DIN

G H

OU

SE

54.9'

19+

43 B

UILD

IN

G 54.8'

19+

66 T

ELE

R

IS

ER

B

OX

2

3.0'

19+

66 12" C

PP

19.9'

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H LIN

E

SE

E S

HE

ET

152

098-04

ST

A. 20+

00

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E S

HE

ET

1

52

09

8-0

4

ST

A. 2

0+

00

P.O

.B

.S

TA

. 1

0+

45

- P

RE

SE

RV

E

- P

RE

SE

RV

E

- P

RE

SE

RV

E

- P

RE

SE

RV

E

- P

RE

SE

RV

E

- P

RE

SE

RV

E

- P

RE

SE

RV

E

- P

RE

SE

RV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

LAKEVIEW AVE

41.36' R

.O

.W

.

LA

KE

SH

OR

E D

R

- A

DJ

, C

AS

E 2

30' R

.O.W

.

30' R

.O.W

.

SAWCUT AND REMOVE EXISTING CONCRETE DRIVE

APPROACH AS DIRECTED BY THE ENGINEER AND

REPLACE WITH APPROACH, CL I A DEPTH OF 6";

165#/SYD HMA, 13A; AND 165#/SYD HMA, 13A. MATCH

EXISTING GRADE AT SAWCUT LINE.

REGRADE EXISTING DRIVE AS REQUIRED AND

SURFACE WITH APPROACH, CLASS II A DEPTH OF 6",

AS DIRECTED BY THE ENGINEER IN THE FIELD, PAID

FOR AS APPROACH, CL II BY THE TON.

LEGEND

00 40' 80'60'

N

16 SYD - APPROACH, CL I

5 TON - HMA, 13A


5 TON - HMA, 13A


5 TON - HMA, 13A


5 TON - HMA, 13A


5 TON - HMA, 13A

10 TON - APPROACH, CL II







- A

DJ

, C

AS

E 1

- A

DJ

, C

AS

E 1

- A

DJ

, C

AS

E 1

- A

DJ

, C

AS

E 1

MIC

HIG

AN

A

VE

(P

LA

TT

ED

R

OW

)

P

.O

.B

.

S

T

A

. 1

0

+

4

5

EX. ℄ GRADE

PROP ℄ GRADE

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

13

+2

1 1

2" C

PP

1

5.1

'- R

EM

OV

E

13

+6

6 C

AT

CH

B

AS

IN

1

2" P

LA

ST

IC

1

5.5

'- R

EM

OV

E

14

+5

9 1

2" C

PP

1

5.1

'- R

EM

OV

E

ST-01

RIM = 669.77

INV. 666.34 - 12" S

INV. 666.00 - 12" W & E

300 F

T -

SE

W

ER

, P

ER

F, 12 IN

CH

@

1.3

7%

182 F

T -

SE

WE

R, P

ER

F, 12 IN

CH

@ 0

.83%

24 FT - SEWER, CL E,

12 INCH @ 1.00%

34 FT - SEWER, PERF,

12 INCH @ 0.88%

ST-02

RIM = 671.80

INV. 667.75 - 12" N & W

ST-03

RIM = 675.56

INV. 671.85 - 12" N

INV. 671.85 - 12" W

ST-01A

ST-02

ST-02A

ST-03A

ST-03


12 INCH @ 1.00%

R.O.W. LINE (TYP)

SLOPE STAKE LINE (TYP)

853 FT - CURB SLOPED, HMA

EX. 8" SAN

EX

. 8" S

AN

EX

. 8" S

AN

EX. 8

" SAN

EX. 8

" SAN

E-01

RIM = 669.61

INV. 664.59 - 18" NE

INV. 664.59 - 18" S

CONNECT TO EXISTING MANHOLE

(INC. IN SEWER, PERF, 12 INCH)

INV. 665.84 - 12" E

EX. SAN MH - RIM 675.06 (EX)

RIM - 675.0± (PROP)


RIM - 674.3± (PROP)


RIM - 672.6± (PROP)


RIM - 677.7± (PROP)

CAUTION: HAZARDOUS OR

FLAMMABLE MATERIAL

24'

24'

10+

97 C

AT

CH

B

AS

IN

12.4

'- A

DJ, C

AS

E 1

BENCHMARK: RR SPIKE IN GUARDRAIL

POST W. SIDE OF INTERSECTION OF

LAKESHORE DR AND BEACH DR

ELEV. = 669.09

BENCHMARK: STA 15+03; 24.1' RT

SW BOLT OF FIRE HYDRANT

ELEV. = 676.26

24 FT - SEWER, CL E, 12 INCH @ 1.00%


12 INCH @ 1.37%


12 INCH @ 0.88%

182 FT - SEWER, PERF, 12 INCH @ 0.83%

24 FT - SEWER, CL E, 12 INCH @ 1.00%

02-542-030-00

LAKEVIEW BEACH HOUSE LLC

7423 DELTON RD

DELTON, MI 49046

7231 LAKEVIEW

ST-01


12 INCH @ 1.00%

295 FT - UNDERDRAIN, SUBGRADE, 6 INCH

1 EA - DR STRUCTURE, TAP, 6 INCH



640

645

650

655

660

665

670

675

680

685

640

645

650

655

660

665

670

675

680

685

68

0.5

67

8.3

67

6.0

67

3.6

67

1.1

66

7.8

66

4.9

66

2.3

65

9.5

65

7.3

65

5.2

65

3.7

65

2.3

65

0.9

64

9.4

64

8.5

64

7.7

64

7.4

68

0.0

7

67

8.2

5

67

5.8

2

67

3.3

5

67

0.6

7

66

7.7

9

66

4.9

2

66

2.0

5

65

9.4

2

65

7.1

2

65

5.1

7

65

3.5

6

65

2.0

5

65

0.5

4

64

9.2

3

64

8.2

9

64

7.5

4

20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

-4.96% -5.75% -3.01% 0.68%-1.50%

200' VERTICAL CURVE

K = 73

23

+4

0

66

2.6

2

25

+4

0

65

3.8

6

24

+4

0

65

6.8

7

PV

I

100' VERTICAL CURVE

K = 66

26

+5

0

65

0.5

4

27

+5

0

64

8.2

9

27

+0

0

64

9.0

4

PV

I

50' VERTICAL CURVE

K = 63

21

+5

0

67

3.3

5

22

+0

0

67

0.6

7

21

+7

5

67

2.1

1

PV

I

G

G

G

G

G

20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+67

GG

G GG G

GG

G GG

G GG

GG G

E

E

E

E

E

E

E E

EE E E E

EE

EE

E

E

E

E

E

8" EX SAN

TT

TT T T T T T T

TT T

T

T

T

4+

00

5+

00

6+

006+

05

EX. HOUSE

EX. HOUSE

EX. H

OUSE

EX

. HO

US

E

EX

. HO

US

E

EX. HOUSE

EX. HOUSE

STORM STRUCTURES

ST-04


COVER G

ST-05


COVER G

ST-06


COVER G

ST-07


COVER B

ST-08


COVER C

ST-08A


COVER C

ST-09


COVER C

ST-09A


COVER C

RIM 646.26

INV. 642.97 - 18" N

INV. 642.97 - 18" E

RIM 646.25

INV. 643.50 - 12" NW

INV. 643.30 - 18" N

INV. 643.30 - 18" S

RIM 646.22

INV. 643.47 - 18" N

INV. 643.47 - 18" S

RIM 647.25

INV. 643.77 - 12" W

INV. 643.77 - 12" SE

RIM 654.70

INV. 650.96 - 12" N

INV. 650.11 - 12" W

INV. 650.11 - 12" E

RIM 654.70

INV. 651.20 - 12" S

RIM 669.35

INV. 665.61 - 12" N

INV. 665.61 - 12" E

RIM 669.35

INV. 665.85 - 12" S

00 40' 80'60'

152098-04

DATE:

SCALE:


2303 Pipestone Road


Phone: (269) 927-0100

9835 Portage Road

Portage, MI 49002

Phone: (269) 327-3532

264 Western Avenue

Allegan, MI 49010

Phone: (269) 673-8465


ENGINEERING

SURVEYING

ARCHITECTURE

REVISIONS






AutoCAD\152098-04.dwg 152098-04 2/29/2016 11:15:23 AM

02 02/29/15 AJN

ISSUED FOR BIDDING

01 12/23/15 AJN

FINAL PLANS

00


CONSTRUCTION

ALLEGAN COUNTY

ROAD COMMISSION

1308 LINCOLN ROAD


PROJECT NAME:

LAKEVIEW AVENUE

IMPROVEMENTS

LAKESHORE DRIVE TO

BLUE STAR HIGHWAY

PLAN AND PROFILE

SHEET - STA 20+00 TO

STA 30+00

02-542-027-00

GERALD HALL &

CAROL NAPOWOCKI

736 N SHORE DR


VACANT

02-542-030-00

LAKEVIEW BEACH HOUSE LLC

7423 DELTON RD

DELTON, MI 49046

7231 LAKEVIEW

02-542-033-00

JOAN MILANI TRUST

PO BOX 183

SAUGATUCK MI 49453

VACANT

02-542-035-00

MARK & OHNALEE MCKITRICK

PO BOX 907


7221 LAKEVIEW

02-542-039-00

SUSAN MULLER

3217 GLANZMAN RD B-21

TOLEDO, OH 43614

VACANT

02-542-040-00

AUBREY LEE

30271 WESTGATE RD

FARMINGTON, MI 48334

7211 LAKEVIEW

02-542-040-10

STEPHEN & MICHELLE MILESKI

400 AYRSHIRE LN

PALATINE, IL 60067

7215 LAKEVIEW

02-542-052-00

FRANKLIN & SARAH SISSON

7207 LAKEVIEW


7207 LAKEVIEW

02-542-053-00

PLEASANT HILL LLC

1400 OAKLEIG NW

GRAND RAPIDS, MI 49504

VACANT

02-544-014-00

AMERICAN LIVING INC

950 CHICAGO DR

JENISON, MI 49428

7232 LAKEVIEW

02-544-016-00

WILLIAM SIEGMUND

3240 W WASHINGTON BLVD

CHICAGO, IL 60624

VACANT

02-544-018-00

DOUGLAS & DENISE MCCOY

921 ROBERTS CT

BATAVIA, IL 60510

7226 LAKEVIEW

02-545-001-00

DOUGLAS & DENISE MCCOY

921 ROBERTS CT

BATAVIA, IL 60510

7226 LAKEVIEW

02-545-013-00

JOAN MILANI TRUST

PO BOX 183

SAUGATUCK, MI 49453

VACANT

02-545-016-00

EDWARD LAMSE TRUST

8750 YARDLEY CT APT 106

INDIANAPOLIS, IN 46268

VACANT

02-545-017-00

SCOTT WILSON

2304 OAKLAND DR

KALAMAZOO, MI 49008

VACANT

02-545-015-00

EDWARD LAMSE TRUST

8750 YARDLEY CT APT 106

INDIANAPOLIS, IN 46268

VACANT

02-545-011-00

RYAN SERVANTIUS

74293 LAMBERT DR


VACANT

02-545-004-00

CARL & SHELLEY COULTER

21225 DONALDSON

DEARBORN, MI 48124

7210 LAKEVIEW

20

+0

6 G

UY

W

IR

E 1

4.0

'

20

+0

7 B

UIL

DIN

G 4

7.5

'

20

+1

8 W

AT

ER

V

AL

VE

1

6.8

'

20

+1

8 M

AN

HO

LE

2

4.8

'

20

+2

6 T

EL

E R

IS

ER

B

OX

1

4.3

'

20

+2

8 P

OW

ER

P

OL

E 1

4.1

'

20

+3

2 1

2" C

PP

1

8.1

'

20

+5

4 9

" P

IN

E 2

8.4

'

20

+9

1 1

2" C

PP

1

2.6

'

21

+2

1 B

UIL

DIN

G H

OU

SE

4

8.5

'

21

+4

0 B

UIL

DIN

G 4

7.5

'

21

+7

5 T

EL

E R

IS

ER

B

OX

1

5.2

'

21

+7

9 P

OW

ER

P

OL

E 1

6.8

'

22

+3

2 3

" O

RN

AM

EN

TA

L 2

4.3

'

22

+8

1 S

AN

IT

AR

Y M

H 0

.1

'

22

+9

4 F

IR

E H

YD

RA

NT

1

9.7

'

22

+9

5 W

AT

ER

V

AL

VE

1

6.8

'

22

+9

5 F

ND

C

IB

2

1.3

'

23

+1

5 1

2" C

PP

1

7.2

'

23

+2

2 B

UIL

DIN

G 4

9.7

'

23

+4

0 1

2" C

PP

1

8.5

'

23

+4

3 P

OW

ER

P

OL

E 1

5.4

'

23

+5

0 B

UIL

DIN

G H

OU

SE

4

8.9

'

23

+5

2 1

2" C

PP

1

8.1

'

23

+6

3 G

UY

W

IR

E 1

6.2

'

23

+8

5 T

EL

E R

IS

ER

B

OX

1

5.5

'

23

+8

7 1

2" C

PP

1

7.4

'

24

+1

2 1

2" C

PP

1

7.2

'

24

+2

8 6

" P

IN

E 2

3.6

'

24

+3

8 1

2" C

PP

1

8.7

'

24

+4

2 6

" P

IN

E 2

2.9

'

24

+4

5 P

OW

ER

P

OL

E 1

6.4

'

24

+4

8 1

2" C

PP

1

8.5

'

24

+5

0 6

" P

IN

E 2

3.2

'

25

+5

0 4

2" M

AP

LE

2

5.6

'

25

+8

0 3

0" D

EA

D T

RE

E 2

6.1

'

25

+8

9 T

EL

E R

IS

ER

B

OX

1

5.9

'

26

+1

0 4

2" M

AP

LE

2

6.4

'

26

+2

8 G

UY

W

IR

E 1

6.1

'

26

+4

0 P

OW

ER

P

OL

E 1

6.4

'

27

+2

6 G

UY

W

IR

E 1

7.9

'

27

+2

7 2

7" M

AP

LE

2

6.2

'

27

+5

6 P

OW

ER

P

OL

E 1

6.7

'

27

+6

5 G

UY

W

IR

E 1

7.4

'

27

+7

1 3

6" M

AP

LE

2

5.9

'

28

+0

6 T

EL

E R

IS

ER

B

OX

2

7.4

'

28

+1

5 F

IR

E H

YD

RA

NT

1

9.4

'

28

+1

5 W

AT

ER

V

AL

VE

1

6.5

'

28

+6

7 W

AT

ER

V

AL

VE

1

4.9

'

28

+6

7 P

OW

ER

P

OL

E 3

1.1

'

20+

86

S

AN

IT

AR

Y M

H 4.5'

21+

56 9" P

IN

E 2

7.8'

21+

58 F

ND

C

IB

20.7'

21+

65 12" C

PP

18.8'

21+

78 G

AS

M

AR

KE

R P

OS

T 13

.4'

21+

79 P

OW

ER

P

OLE

24.1'

21+

87 B

UILD

IN

G 46.2'

22+

12 B

UIL

DIN

G H

OU

SE

47.6'

22+

18 24" M

AP

LE

24

.6'

22+

78 12" C

PP

17.3'

23+

19 12" C

PP

18.3'

23+

64 B

UILD

IN

G 50.0'

23+

91 B

UIL

DIN

G H

OU

SE

49.8'

24+

15 T

ELE

R

IS

ER

B

OX

2

2.3'

24+

17 W

AT

ER

V

ALV

E 23.8'

24+

18 12" C

PP

18.2'

24+

26 B

UILD

IN

G 44.7'

24+

54 B

UIL

DIN

G H

OU

SE

43.7'

24+

63 12" C

MP

18.2'

24+

87 12" C

MP

17.6'

25+

21 27" M

AP

LE

24

.1'

25+

53 36" M

AP

LE

23

.4'

25+

56 B

UIL

DIN

G H

OU

SE

52.0'

25+

79 B

UILD

IN

G 50.9'

25+

88 T

RI" M

AP

LE

24.1'

26+

07 18" C

MP

16.9'

26+

17 B

UIL

DIN

G H

OU

SE

48.9'

26+

45 18" C

MP

16.7'

26+

45 18" M

AP

LE

24

.7'

26+

49 B

UILD

IN

G 48.9'

26+

67 12" M

AP

LE

23

.8'

26+

82 9" P

IN

E 2

3.6'

26+

92 9" P

IN

E 2

2.4'

27+

06 9" P

IN

E 2

3.3'

27+

35 27" M

AP

LE

24

.5'

27+

59 1

8" D

EA

D T

RE

E 23.4'

27+

89 9" M

AP

LE

23.9'

28+

13 T

W" M

AP

LE

34.6'

28+

27 18" 35.0'

28+

67 G

AS

M

AR

KE

R P

OS

T 29

.3'

N

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H L

IN

E

SE

E S

HE

ET

1

52

09

8-0

3

ST

A. 2

0+

00

P.O

.E

.S

TA

. 28+

40

FO

R C

ON

TIN

UA

TIO

N

MA

TC

H LIN

E

SE

E S

HE

ET

152098-03

ST

A. 20+

00

LAKEVIEW AVE

41.36' R

.O

.W

.

BLU

E S

TA

R H

WY

66' R.O.W.

R.O.W. LINE (TYP)

SLOPE STAKE LINE (TYP)

REGRADE EXISTING DRIVE AS REQUIRED AND

SURFACE WITH APPROACH, CLASS II A DEPTH OF 6",

AS DIRECTED BY THE ENGINEER IN THE FIELD, PAID

FOR AS APPROACH, CL II BY THE TON.

LEGEND







- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- P

RE

SE

RV

E

- P

RE

SE

RV

E

- A

DJ

, C

AS

E 1

- A

DJ

, C

AS

E 1

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

- R

EM

OV

E

PA

RK

A

VE

(P

LA

TT

ED

R

OW

)


FLAMMABLE MATERIAL


FLAMMABLE MATERIAL

42 FT - SEWER, CL E, 18 INCH @ 0.60%

1 EA - CULV END SECT, CONC, 18 INCH

INV. 642.70



ST-08

RIM = 654.70

INV. 650.96 - 12" N

INV. 650.11 - 12" W & E

3

0

7

F

T

- S

E

W

E

R

, P

E

R

F

, 1

2

IN

C

H

@

2

.0

6

%

EX. ℄ GRADE

PROP ℄ GRADE

2

8

7

F

T

-

S

E

W

E

R

,

P

E

R

F

,

1

2

I

N

C

H

@

5

.

4

0

%

ST-09

RIM = 654.70

INV. 666.31 - 12" N

INV. 666.05 - 12" E


12 INCH @ 1.00%


12 INCH @ 1.00%


12 INCH @ 1.00%

P.O

.E

.S

TA

. 2

8+

40

ST-07

RIM = 647.25

INV. 643.77 - 12" W & SE

ST-05

RIM = 646.25

INV. 643.50 - 12" NW

INV. 643.30 - 18" N & S

- R

EL

OC

AT

E B

Y O

TH

ER

S

- A

DJ, C

AS

E 1

ST-04

ST-05

ST-06

ST-08

ST-09

ST-08A

ST-09A


ST-07

EX. 8

" SAN

EX. 8

" SAN

- A

DJ

, C

AS

E 2


RIM - 676.3± (PROP)


RIM - 666.0± (PROP)

24'

24'

BENCHMARK: STA 22+94; 19.9' RT

SW BOLT ON FIRE HYDRANT

ELEV. = 666.04

BENCHMARK: IN POWER POLE

SE CORNER OF BLUE STAR

HIGHWAY AND LAKEVIEW AVE

ELEV. = 647.50

24 FT - SEWER, CL E, 12 INCH @ 1.00%


24 FT - SEWER, CL E, 12

INCH @ 1.00%



12 INCH @ 1.00%

109 FT - SEWER, CL E, 18 INCH @ 0.30%

8 FT - SEWER, CL E, 18 INCH @ 0.78%

1 EA - CULV END SECT, CONC, 18 INCH

INV. 643.64

55 FT - SEWER, CL E, 18 INCH @ 0.30%

- R

EL

OC

AT

E B

Y O

TH

ER

S

SAWCUT AND REMOVE EXISTING CONCRETE DRIVE

APPROACH AS DIRECTED BY THE ENGINEER AND

REPLACE WITH APPROACH, CL I A DEPTH OF 6";

165#/SYD HMA, 13A; AND 165#/SYD HMA, 13A. MATCH

EXISTING GRADE AT SAWCUT LINE.





11+00

650

660

670

680

650

660

670

680

12+00

650

660

670

680

650

660

670

680

13+00

650

660

670

680

650

660

670

680

14+00

660

670

680

660

670

680

15+00

660

670

680

660

670

680

16+00

660

670

680

660

670

680

17+00

660

670

680

660

670

680

18+00

660

670

680

690

660

670

680

690

19+00

660

670

680

690

660

670

680

690

20+00

660

670

680

690

660

670

680

690

670.11

669.98

670.57

670.59

672.16

672.03

673.43

673.22

674.33

674.16

675.88

675.75

677.99

678.00

680.60

680.25

682.17

681.57

680.48

680.07

-

1

3

.

8

1

,

6

6

9

.

7

6

7

1

3

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5

8

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6

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2.0%2.0%2.0%2.0%

1:20.0

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1

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2.0%2.0%2.0%2.0%

1

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0

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1

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1

2

1

3

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2.0%2.0%2.0%2.0%

1

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1:20.0

1

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0

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4

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1

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0

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3

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8

0

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2

5

4

1

5

.

3

0

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6

8

0

.

9

0

1

2.0%2.0%2.0%2.0%

1

:

3

.

01

:

3

.

0

Cut Area

52.49 (SF)

Cut Vol

0.00 (CY)

Fill Area

0.81 (SF)

Fill Vol

0.00 (CY)

Cut Area

50.95 (SF)

Cut Vol

191.63 (CY)

Fill Area

0.15 (SF)

Fill Vol

1.83 (CY)

Cut Area

54.47 (SF)

Cut Vol

195.21 (CY)

Fill Area

0.12 (SF)

Fill Vol

0.49 (CY)

Cut Area

54.04 (SF)

Cut Vol

200.94 (CY)

Fill Area

2.43 (SF)

Fill Vol

4.73 (CY)

Cut Area

0.00 (SF)

Cut Vol

100.07 (CY)

Fill Area

7.07 (SF)

Fill Vol

17.60 (CY)

Cut Area

50.69 (SF)

Cut Vol

93.88 (CY)

Fill Area

1.57 (SF)

Fill Vol

15.99 (CY)

Cut Area

51.70 (SF)

Cut Vol

189.61 (CY)

Fill Area

2.61 (SF)

Fill Vol

7.74 (CY)

Cut Area

57.67 (SF)

Cut Vol

202.52 (CY)

Fill Area

1.85 (SF)

Fill Vol

8.25 (CY)

Cut Area

66.52 (SF)

Cut Vol

229.98 (CY)

Fill Area

0.00 (SF)

Fill Vol

3.42 (CY)

Cut Area

60.74 (SF)

Cut Vol

235.67 (CY)

Fill Area

0.08 (SF)

Fill Vol

0.14 (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

70.0℄ ℄

℄ ℄

152098-05

DATE:

SCALE:


2303 Pipestone Road


Phone: (269) 927-0100

9835 Portage Road

Portage, MI 49002

Phone: (269) 327-3532

264 Western Avenue

Allegan, MI 49010

Phone: (269) 673-8465


ENGINEERING

SURVEYING

ARCHITECTURE

REVISIONS






AutoCAD\152098X.dwg 152098-05 2/29/2016 11:16:49 AM

02 02/29/15 AJN

ISSUED FOR BIDDING

01 12/23/15 AJN

FINAL PLANS

00


CONSTRUCTION

ALLEGAN COUNTY

ROAD COMMISSION

1308 LINCOLN ROAD


PROJECT NAME:

LAKEVIEW AVENUE

IMPROVEMENTS

LAKESHORE DRIVE TO

BLUE STAR HIGHWAY

CROSS SECTION

SHEET

21+00

660

670

680

660

670

680

22+00

650

660

670

680

650

660

670

680

23+00

650

660

670

650

660

670

24+00

640

650

660

640

650

660

25+00

640

650

660

640

650

660

26+00

630

640

650

660

630

640

650

660

27+00

630

640

650

630

640

650

28+00

630

640

650

630

640

650

676.01

675.82

671.09

670.67

664.90

664.92

659.54

659.42

655.22

655.17

652.34

652.05

649.35

649.23

647.69

647.54

-

1

2

.

9

7

,

6

7

5

.

8

8

3

1

3

.

9

8

,

6

7

6

.

2

1

0

2.0%2.0%2.0%2.0%

1:20.0

1

:

3

.

0

-

1

4

.

2

7

,

6

7

1

.

1

5

4

1

4

.

6

0

,

6

7

1

.

2

6

4

2.0%2.0%2.0%2.0%

1

:

3

.

0

1

:

3

.

0

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1

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,

6

6

2

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2

6

1

4

.

0

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2.0%2.0%2.0%2.0%

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2.0%2.0%2.0%2.0%

1

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0

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0

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2

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3

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3

2

3

1

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5

8

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2.0%2.0%2.0%2.0%

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0

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2.0%2.0%2.0%2.0%

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1

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4

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4

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1

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,

6

4

7

.

5

4

8

2.0%2.0%2.0%2.0%

1

:

3

.

01:

20.0

Cut Area

53.92 (SF)

Cut Vol

212.33 (CY)

Fill Area

0.08 (SF)

Fill Vol

0.28 (CY)

Cut Area

62.47 (SF)

Cut Vol

215.55 (CY)

Fill Area

0.00 (SF)

Fill Vol

0.14 (CY)

Cut Area

50.45 (SF)

Cut Vol

209.13 (CY)

Fill Area

6.64 (SF)

Fill Vol

12.30 (CY)

Cut Area

50.93 (SF)

Cut Vol

187.75 (CY)

Fill Area

0.68 (SF)

Fill Vol

13.56 (CY)

Cut Area

49.05 (SF)

Cut Vol

185.14 (CY)

Fill Area

4.22 (SF)

Fill Vol

9.08 (CY)

Cut Area

54.01 (SF)

Cut Vol

190.84 (CY)

Fill Area

10.13 (SF)

Fill Vol

26.57 (CY)

Cut Area

51.72 (SF)

Cut Vol

195.80 (CY)

Fill Area

7.56 (SF)

Fill Vol

32.76 (CY)

Cut Area

56.27 (SF)

Cut Vol

199.99 (CY)

Fill Area

0.00 (SF)

Fill Vol

14.01 (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

70.0℄ ℄

℄ ℄

152098-06

DATE:

SCALE:


2303 Pipestone Road


Phone: (269) 927-0100

9835 Portage Road

Portage, MI 49002

Phone: (269) 327-3532

264 Western Avenue

Allegan, MI 49010

Phone: (269) 673-8465


ENGINEERING

SURVEYING

ARCHITECTURE

REVISIONS






AutoCAD\152098X.dwg 152098-06 2/29/2016 11:16:07 AM

02 02/29/15 AJN

ISSUED FOR BIDDING

01 12/23/15 AJN

FINAL PLANS

00


CONSTRUCTION

ALLEGAN COUNTY

ROAD COMMISSION

1308 LINCOLN ROAD


PROJECT NAME:

LAKEVIEW AVENUE

IMPROVEMENTS

LAKESHORE DRIVE TO

BLUE STAR HIGHWAY

CROSS SECTION

SHEET

152098-01152098-02152098-03152098-04152098-05152098-06

Documents

PROJECT NOTES - ALLEGAN COUNTY ROAD ......152098-02 DATE: SCALE: WIGHTMAN & ASSOCIATES, INC. 2303 Pipestone Road Benton Harbor, MI 49022 Phone: (269) 927-0100 9835 Portage Road Portage,