2024 MAPLE RIVER - SGA_Part1.pdf

C001 COVER SHEET

C010 OVERALL PLAN

C100 UNIT A - PLAN AND PROFILE STA 35+33 TO 42+00

C101 UNIT A - PLAN AND PROFILE STA 42+00 TO 53+00

C102 UNIT A - PLAN AND PROFILE STA 53+00 TO 64+00

C103 UNIT A - PLAN AND PROFILE STA 64+00 TO 74+00

C104 UNIT B - PLAN AND PROFILE STA 0+00 TO 22+00

C105 UNIT B - PLAN AND PROFILE STA 22+00 TO 43+00

C106 UNIT B - PLAN AND PROFILE STA 43+00 TO 62+50

C107 UNIT B - PLAN AND PROFILE STA 62+50 TO 85+00

C108 UNIT B - PLAN AND PROFILE STA 85+00 TO 93+48

C109 UNIT C - PLAN AND PROFILE STA 0+00 TO 22+00

C110 UNIT C - PLAN AND PROFILE STA 22+00 TO 37+50

C111 UNIT C - PLAN AND PROFILE STA 37+50 TO 57+00

C112 UNIT C - PLAN AND PROFILE STA 57+00 TO 71+50

C113 UNIT C - PLAN AND PROFILE STA 71+50 TO 91+17

C114 UNIT D - PLAN AND PROFILE STA 0+00 TO 14+00

C115 UNIT D - PLAN AND PROFILE STA. 14+00 TO 33+00

C116 UNIT D - PLAN AND PROFILE STA. 33+00 TO 49+00

C117 UNIT D - PLAN AND PROFILE STA. 49+00 TO 59+76

C200 PHASE 3 - UNIT A - CROSS SECTIONS

C201 PHASE 3 - UNIT A - CROSS SECTIONS

C202 PHASE 3 - UNIT B - CROSS SECTIONS

C203 PHASE 3 - UNIT B - CROSS SECTIONS

C204 PHASE 3 - UNIT B - CROSS SECTIONS

C205 PHASE 3 - UNIT B - CROSS SECTIONS

C206 PHASE 3 - UNIT B - CROSS SECTIONS

C207 PHASE 3 - UNIT B - CROSS SECTIONS

C208 PHASE 3 - UNIT B - CROSS SECTIONS

C209 PHASE 3 - UNIT B - CROSS SECTIONS

C210 PHASE 3 - UNIT B - CROSS SECTIONS

C211 PHASE 3 - UNIT B - CROSS SECTIONS

C212 PHASE 3 - UNIT B - CROSS SECTIONS

C213 PHASE 3 - UNIT C - CROSS SECTIONS

C214 PHASE 3 - UNIT C - CROSS SECTIONS

C215 PHASE 3 - UNIT C - CROSS SECTIONS

C216 PHASE 3 - UNIT C - CROSS SECTIONS

C217 PHASE 3 - UNIT C - CROSS SECTIONS

C218 PHASE 3 - UNIT C - CROSS SECTIONS

C219 PHASE 3 - UNIT D - CROSS SECTIONS

C220 PHASE 3 - UNIT D - CROSS SECTIONS

C300 SESC NOTES AND DETAILS

C400 QUANTITIES

DRAWING INDEX - PHASE 2024 - CONSTRUCTION PLANSPROJECT CONTACT LIST

PHASE 2024 - CONSTRUCTION DOCUMENTS

DATE: 07/14/2023

BERGMANN JOB #: 8949.58

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

3111 W. ST. JOSEPH STREET

LANSING, MI 48917

PROJECT NAME:

MAPLE RIVER FLOODING DIKE REPAIRS

DEPARTMENT OF NATURAL RESOURCES

WILDLIFE DIVISION

DNR MAPLE RIVER DIKE UPGRADES

OWNER:

- STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

- GENERAL OFFICE BUILDING 3rd FLOOR, 3B

3111 W. ST. JOSEPH STREET

LANSING, MI 48917

- CONTACT: BRUCE WATKINS, PE

- PHONE : 517.242.7882

LEAD ENGINEER:

- BERGMANN ASSOCIATES

- 7050 W. SAGINAW STREET, SUITE 200

LANSING, MI 48917

- CONTACT: JAMES ENSIGN, PE,

- PHONE: 517.272.9835

FILE NUMBER: 751/21113.BDW

STATE OF MICHIGAN

SITE LOCATION MAP

NOT TO SCALE

PROJECT

LOCATION

PROJECT BORROW

SITE LOCATION

DRAWING KEY

INCLUDED IN PLAN SET

NOT INCLUDED IN PLAN SET (FUTURE WORK)

C500 BORROW SITE

SHEET C107

P.O.E. UNIT A

STA:73+31

25+00

65+00

67+50

70+00

72+5075+00

77+50

80+00 82+50

85+00

87+50

90+00

92+50 93+48

SHEET C108

SHEET C110

S H

E E

T

C

S H

E E

T

C

SHEET C113

S H

E E

T

C

S H

E E

T C

S

H

E

E

T

C

S

H

E

E

T

C

B A

G L

E Y

R

D

N

O R

T H

B

O U

N D

B A

G L

S

O U

U

N D

UNIT A

UNIT B

UNIT C

P.O.E. UNIT A

STA:73+31

2+00

SHEET C114

S

H

E

E

T

C

S H

E E

T

C

S

H

E

E

T

C

UNIT D

91+14

0+00

28+00 30+00 32+00

34+00 36+00 38+00

40+00 42+00 44+00

72+00 74+00

76+00 78+00

80+00

82+00 84+0086+00

88+00

90+00

S H

E E

T

C

P.O.E. UNIT A

STA:73+31

53+63

S

H

E

E

T

C

SHEET C102

S

H

E

C

SHEET C101

B A

G L

N

O R

U

N D

B A

G L

S

O U

U

N D

UNIT A

P.O.E. UNIT A

STA:73+31

0 300 600 900 FT

1" = 300' SCALE BAR

N

DESIGNED

8949.58

REVISIONS

DESCRIPTION REV.

DRAWN

CHECKED

APPROVED

DRAWING NO.PROJECT NO.

and

These Drawings are the property of the State of Michigan and are not to be reused or reproduced without written permission from the State of Michigan.

DRAWING TITLE

Design

IDENTIFICATION NO.

BID DOCUMENTS

CONSTRUCTION

FINAL RECORD

DATE

Construction

Division

530 W ALLEGAN

LANSING, MI

ISSUED FOR

NO. DATE CK'D

www.bergmannpc.com office:

fax:

7050 West Saginaw Hwy.

Suite 200 Lansing, MI 48917

517.272.9835 517.272.9836

Know what's below.

before you dig.Call

R

PROJECT: DNR MAPLE RIVER

DIKE UPGRADES

STATE FILE NO.: XXX

STATE INDEX NO.: X

6/

/2

9:

A

M A

R C x

STATE OF MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT AND

BUDGET STATE FACILITIES

ADMINISTRATION

DESIGN AND

CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

J. ENSIGN, PE

A. NODARSE, PE

A. NODARSE, PE

J. ENSIGN, PE

OVERALL PLAN

C010

P.O.B UNIT B

SEE BELOW

P.O.B UNIT B

EXISTING PUMP STATION

POB PHASE 3

UNIT B

STA 0+00

APPROXIMATE LIMITS

OF CONSTRUCTION

APPROXIMATE LIMITS

OF CONSTRUCTION

1+00

2+00

3+00

4+00

5+00

6+00 7+00

8+00

9+00

10+00

11+00

STRAW WATTLE

STRAW WATTLE

UNIT B

-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+25

EXISTING GRADE ALONG THE

PROPOSED EMBANKMENT

CENTERLINE

SPOT REPAIRS

PROPOSED GRADE ALONG THE

PROPOSED EMBANKMENT

CENTERLINE

SPOT REPAIRS

POB PHASE 3

UNIT B

STA 0+00

APPROXIMATE LIMITS

OF CONSTRUCTION

APPROXIMATE LIMITS

OF CONSTRUCTION

11+00

12+00

13+00

14+00 15+00

16+00

17+00

18+00

19+00 20+00

STRAW WATTLE

STRAW WATTLE

UNIT B

DIKE-PHASE3B PROFILE

10+75 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+25

PROPOSED GRADE ALONG THE

PROPOSED EMBANKMENT

CENTERLINE

EXISTING GRADE ALONG THE

PROPOSED EMBANKMENT

CENTERLINE

SPOT REPAIRS SPOT REPAIRS

DESIGNED

8949.58

REVISIONS

DESCRIPTION REV.

DRAWN

CHECKED

APPROVED

DRAWING NO.PROJECT NO.

and

These Drawings are the property of the State of Michigan and are not to be reused or reproduced without written permission from the State of Michigan.

DRAWING TITLE

Design

IDENTIFICATION NO.

BID DOCUMENTS

CONSTRUCTION

FINAL RECORD

DATE

Construction

Division

530 W ALLEGAN

LANSING, MI

ISSUED FOR

NO. DATE CK'D

www.bergmannpc.com office:

fax:

7050 West Saginaw Hwy.

Suite 200 Lansing, MI 48917

517.272.9835 517.272.9836

Know what's below.

before you dig.Call

R

PROJECT: DNR MAPLE RIVER

DIKE UPGRADES

STATE FILE NO.: XXX

STATE INDEX NO.: X

6/

/2

4:

P

M A

R C x

STATE OF MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT AND

BUDGET STATE FACILITIES

ADMINISTRATION

DESIGN AND

CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

J. ENSIGN, PE

A. NODARSE, PE

A. NODARSE, PE

J. ENSIGN, PE

UNIT B - PLAN AND

PROFILE STA 0+00 TO

22+00

C104

NOTE:

ALIGNMENT SHOW MAY BE FIELD ADJUSTED BY THE

CONTRACTOR IF APPROVED BY ENGINEER.

WATER SURFACE 650.3±

BM# NORTHING EASTING ELEVATION DESCRIPTION

2884 600110.37 13076159.11 653.84

FOUND RR SPIKE IN CUT

OFF UTILITY POLE

PLAN AND PROFILE DIKE - UNIT B

PLAN AND PROFILE DIKE - UNIT B

M A

T C

H

L

I N

E

S E

E

B

E L

O W

M A

T C

H

L

I N

E

S E

E

A

B O

V E

0 40 80 120 FT

SCALE BAR

1"=40 HORIZONTAL; 1"=4' VERTICAL

HOUGHTON MUCK

SARANAC SILTY CLAY LOAMY SAND, 2 TO 6

PERCENT SLOPES

ZIEGENFUSS SILT LOAM, 0 TO 1 PERCENT

SLOPES

SOIL TYPES:

M A

T C

H

L

I N

E

S E

E

B

E L

O W

M A

T C

H

L

I N

E

S E

E

A

B O

V E

M

A

T

L

I N

E

S

S

E

M A

T C

H

L

I N

E

S E

E

S

H E

WATER SURFACE 650.3±

REFERS TO THE D.T.M.B. S.E.S.C. KEYING SYSTEM

DETAIL

SOIL BOUNDARY

STRAW WATTLE

LIMITS OF EARTH DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING CONTOUR

EDGE OF WATER

FILL AREA

PERMANENT SEEDING AND MULCH

LEGEND:

GENERAL NOTES:

1. CONTRACTOR SHALL CALL "MISS DIG" (1-800-482-7171) A MINIMUM OF 3 WORKING

DAYS PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL CONFORM TO THE SOIL EROSION AND SEDIMENTATION

CONTROL ACT, PART 91 OF ACT 451 OF 1994 AND THE GRATIOT COUNTY DRAIN

COMMISSIONER APA MANUAL..

3. NO WORK SHALL BE PERFORMED BEFORE 7:00 AM OR AFTER 7:00 PM MONDAY

THROUGH SATURDAY, NO WORK SHALL HAPPEN ON SUNDAYS OR GRATIOT COUNTY

HOLIDAYS OR HOLIDAY WEEKENDS UNLESS APPROVED OTHERWISE BY ENGINEER.

4. ALL EXCAVATED MATERIAL NOT TO BE REUSED OR DISPOSED OF ON SITE SHALL BE

REMOVED FROM SITE. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING MATERIAL

ACCORDING TO LOCAL AND STATE REQUIREMENTS THE OFF-SITE DEPOSITION

LOCATIONS MUST BE APPROVED BY THE ENGINEER TO ENSURE THAT SPOILS ARE

NOT PLACED IN WETLAND OR FLOODPLAIN.

5. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR REUSE EXCEPT AS WHERE

OTHERWISE NOTED.

6. THE CONTRACTOR SHALL PROTECT ALL PERMANENT SURVEY MARKERS, AND

MONUMENTS AND IMMEDIATELY NOTIFY THE ENGINEER OF THEIR DAMAGE,

DISRUPTION, OR DESTRUCTION CARELESS WILL RESULT IN BACKCHARGING THE

CONTRACTOR FOR RE-ESTABLISHMENT.

7. CONTRACTOR SHALL REMAIN WITHIN THE LIMITS OF DISTURBANCE AT ALL TIMES

UNLESS OTHERWISE DIRECTED BY THE ENGINEER. LANDOWNER AGREEMENT FORMS,

WITH ENGINEER APPROVAL, WILL BE REQUIRED IF WORKING ON OR USING PROPERTY

OUTSIDE OF EXISTING DNR PROPERTY.

8. PLACE MIN 4" TOPSOIL IN AREAS NOT TO RECEIVE RIPRAP, AGGREGATE SURFACE, OR

OTHER SURFACING. SEED AND PLACE SOIL EROSION CONTROL MEASURES.

9. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES AND SHALL

BACKFILL AND GRADE EXCAVATED AREAS SO AS TO ELIMINATE PONDING ON THE SITE.

APPROXIMATE LIMITS

OF CONSTRUCTION

APPROXIMATE LIMITS

OF CONSTRUCTION

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

31+00

32+00

STRAW WATTLE

STRAW WATTLE

650 651 652 653

650649 651 652 653

654 653 652 651 650 649 648 647

654653652651650

21+75 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+25

EXISTING GRADE ALONG THE

PROPOSED EMBANKMENT

CENTERLINE

SPOT REPAIRS

PROPOSED GRADE ALONG THE

PROPOSED EMBANKMENT CENTERLINE

SPOT REPAIRS

CL DRAIN 75 CL DRAIN 75

32+00

33+00

34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00

648649 651652653

646 647 648 649 651 652 653

650 651 652 653 654

650 649651652653654

651 652 653

651652

647 648 649 651 652 653 654

646647

647648

652653

647648649651652653654

31+75 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 43+25

EXISTING GRADE ALONG THE

PROPOSED EMBANKMENT

CENTERLINE

DESIGNED

8949.58

REVISIONS

DESCRIPTION REV.

DRAWN

CHECKED

APPROVED

DRAWING NO.PROJECT NO.

and

These Drawings are the property of the State of Michigan and are not to be reused or reproduced without written permission from the State of Michigan.

DRAWING TITLE

Design

IDENTIFICATION NO.

BID DOCUMENTS

CONSTRUCTION

FINAL RECORD

DATE

Construction Division

530 W ALLEGAN

LANSING, MI

ISSUED FOR

NO. DATE CK'D

www.bergmannpc.com office:

fax:

7050 West Saginaw Hwy.

Suite 200 Lansing, MI 48917

517.272.9835 517.272.9836

Know what's below.

before you dig.Call

R

PROJECT: DNR MAPLE RIVER

DIKE UPGRADES

STATE FILE NO.: XXX

STATE INDEX NO.: X

7/

/2

3:

P

M

AR

CH

D

4x

STATE OF MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT AND

BUDGET STATE FACILITIES

ADMINISTRATION

DESIGN AND

CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

J. ENSIGN, PE

A. NODARSE, PE

A. NODARSE, PE

J. ENSIGN, PE

UNIT B - PLAN AND

PROFILE STA 22+00 TO

43+00

C105

WATER SURFACE 650.3±

PLAN AND PROFILE DIKE - UNIT B

PLAN AND PROFILE DIKE - UNIT B

M

AT

CH

L

IN

E

SE

E

BE

LO

W

M

AT

CH

L

IN

E

SE

E

AB

O

VE

M

AT

CH

L

IN

E

SE

E

SH

EE

T C

M

AT

CH

L

IN

E

SE

E

SH

EE

T C

M

AT

CH

L

IN

E

SE

E

SH

EE

T C

MATCH LINE

SEE BELOW

WATER SURFACE 650.3±

MATCH LI

NE

SEE ABOVE

M

AT

CH

L

IN

E

SE

E

SH

EE

T C

NOTE:

ALIGNMENT SHOW MAY BE FIELD ADJUSTED BY THE

CONTRACTOR IF APPROVED BY ENGINEER.

BM# NORTHING EASTING ELEVATION DESCRIPTION

2884 600110.37 13076159.11 653.84 FOUND RR SPIKE IN CUT

OFF UTILITY POLE

0 40 80 120 FT

SCALE BAR

1"=40 HORIZONTAL; 1"=4' VERTICAL

REFERS TO THE D.T.M.B. S.E.S.C. KEYING SYSTEM

DETAIL

SOIL BOUNDARY

STRAW WATTLE

LIMITS OF EARTH DISTURBANCE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING CONTOUR

EDGE OF WATER

FILL AREA

PERMANENT SEEDING AND MULCH

LEGEND:

HOUGHTON MUCK

SARANAC SILTY CLAY LOAMY SAND, 2 TO 6

PERCENT SLOPES

ZIEGENFUSS SILT LOAM, 0 TO 1 PERCENT

SLOPES

SOIL TYPES:

UNIT C

UNIT B

WATER SURFACE 651.5±

GENERAL NOTES:

1. CONTRACTOR SHALL CALL "MISS DIG" (1-800-482-7171) A MINIMUM OF 3 WORKING

DAYS PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL CONFORM TO THE SOIL EROSION AND SEDIMENTATION

CONTROL ACT, PART 91 OF ACT 451 OF 1994 AND THE GRATIOT COUNTY DRAIN

COMMISSIONER APA MANUAL..

3. NO WORK SHALL BE PERFORMED BEFORE 7:00 AM OR AFTER 7:00 PM MONDAY

THROUGH SATURDAY, NO WORK SHALL HAPPEN ON SUNDAYS OR GRATIOT COUNTY

HOLIDAYS OR HOLIDAY WEEKENDS UNLESS APPROVED OTHERWISE BY ENGINEER.

4. ALL EXCAVATED MATERIAL NOT TO BE REUSED OR DISPOSED OF ON SITE SHALL BE

REMOVED FROM SITE. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSING MATERIAL

ACCORDING TO LOCAL AND STATE REQUIREMENTS THE OFF-SITE DEPOSITION

LOCATIONS MUST BE APPROVED BY THE ENGINEER TO ENSURE THAT SPOILS ARE

NOT PLACED IN WETLAND OR FLOODPLAIN.

5. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR REUSE EXCEPT AS WHERE

OTHERWISE NOTED.

6. THE CONTRACTOR SHALL PROTECT ALL PERMANENT SURVEY MARKERS, AND

MONUMENTS AND IMMEDIATELY NOTIFY THE ENGINEER OF THEIR DAMAGE,

DISRUPTION, OR DESTRUCTION CARELESS WILL RESULT IN BACKCHARGING THE

CONTRACTOR FOR RE-ESTABLISHMENT.

7. CONTRACTOR SHALL REMAIN WITHIN THE LIMITS OF DISTURBANCE AT ALL TIMES

UNLESS OTHERWISE DIRECTED BY THE ENGINEER. LANDOWNER AGREEMENT FORMS,

WITH ENGINEER APPROVAL, WILL BE REQUIRED IF WORKING ON OR USING PROPERTY

OUTSIDE OF EXISTING DNR PROPERTY.

8. PLACE MIN 4" TOPSOIL IN AREAS NOT TO RECEIVE RIPRAP, AGGREGATE SURFACE, OR

OTHER SURFACING. SEED AND PLACE SOIL EROSION CONTROL MEASURES.

9. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES AND SHALL

BACKFILL AND GRADE EXCAVATED AREAS SO AS TO ELIMINATE PONDING ON THE SITE.