2024 MAPLE RIVER - SGA_Part2.pdf

PDF 3 MB Posted Jan 17, 2024

Attached to: 751/21113. BDW; Maple River Flooding Dike Repairs
Solicitation number: RFQ - 171 - 240000000132
Issued by: Clinton County, Marlette City, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of design drawings and bid documents for the DNR Maple River Dike Upgrades project in Clinton County, Michigan. The project involves upgrades to the existing dike along the Maple River, including earthwork, grading, and the installation of riprap. The drawings provide detailed plans and cross-sections for the proposed improvements from station 43+00 to 62+50. The bid attachments must be uploaded to the SIGMA VSS system, and all questions should be directed to the project engineer, James Ensign. The bid deadline is 2:00 pm, and emailed submissions may be accepted on a case-by-case basis.

The related state and local contract opportunity provides additional details on the project. It is located in Clinton County and Marlette City, Michigan, and is designated as contract 751/21113. BDW. Bidders must notify the Office of Design and Construction if they experience any issues with the SIGMA VSS system. The contract term and any renewal options are not specified in the provided information.

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Other files

File	Type	Posted
751_21113.BDW_Specs.pdf	PDF	Jan 17, 2024
Maple River Flooding Dike Repairs - Addendum #2 - 20240117.pdf	PDF	Jan 17, 2024
2024 MAPLE RIVER - SGA_Part1.pdf	PDF	Jan 17, 2024
Maple River Flooding Dike Repairs - Addendum #1 - 20240111.pdf	PDF	Jan 17, 2024
Advertisement_Phase2024_21113.pdf	PDF	Jan 17, 2024
2024 MAPLE RIVER - SGA_Part3.pdf	PDF	Jan 17, 2024
Maple River Flooding Dike Repairs - Addendum #2 Attatchments.pdf	PDF	Jan 17, 2024

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42+75 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 53+25

STA:43+10

ELEV:654.00

STA:43+30

ELEV:652.00

STA:44+30

ELEV:652.00

STA:44+50

ELEV:654.00

100.0' 10:1 10

EXISTING GRADE ALONG THE

PROPOSED EMBANKMENT

CENTERLINE

BRIDGE OVER DRAIN 75

CL DRAIN 75

53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00

16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00

653 651 650

652653654

652 653 654

DIKE-PHASE3B PROFILE

52+75 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 62+75

EXISTING GRADE ALONG THE

PROPOSED EMBANKMENT

CENTERLINE

CL DRAIN 75

43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00

7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

646647648

650 649 651652653654

650651652653654

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

PROJECT: DNR MAPLE RIVER

DIKE UPGRADES

STATE FILE NO.: XXX

STATE INDEX NO.: 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

J. ENSIGN, PE

UNIT B - PLAN AND PROFILE

STA 43+00 TO 62+50

C106

WATER SURFACE 650.3±

PLAN AND PROFILE DIKE - UNIT B

T C

MATCH LINE

SEE SHEET C107

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

WATER SURFACE 650.3±

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

UNIT C

UNIT B

WATER SURFACE 651.5±

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.

1+00

-20 -10 0 10 20

W. ELEV. 650.3±

2+00

-20 -10 0 10 20

W. ELEV. 650.3±

3+00

-20 -10 0 10 20

W. ELEV. 650.3±

4+00

-20 -10 0 10 20

W. ELEV. 650.3±

5+00

-20 -10 0 10 20

W. ELEV. 650.3±

10+00

-20 -10 0 10 20

W. ELEV. 650.3±

9+00

-20 -10 0 10 20

W. ELEV. 650.3±

8+00

-20 -10 0 10 20

W. ELEV. 650.3±

7+00

-20 -10 0 10 20

W. ELEV. 650.3±

6+00

-20 -10 0 10 20

W. ELEV. 650.3±

15+00

W. ELEV. 650.3±

14+00

-20 -10 0 10 20

W. ELEV. 650.3±

13+00

-20 -10 0 10 20

W. ELEV. 650.3±

12+00

-20 -10 0 10 20

W. ELEV. 650.3±

11+00

-20 -10 0 10 20

W. ELEV. 650.3±

20+00

-20 -10 0 10 20

W. ELEV. 650.3±

19+00

-20 -10 0 10 20

W. ELEV. 650.3±

18+00

-20 -10 0 10 20

W. ELEV. 650.3±

17+00

-20 -10 0 10 20

W. ELEV. 650.3±

16+00

-20 -10 0 10 20

W. ELEV. 650.3±

0 10 20 30 FT

1" = 10' SCALE BAR

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

PROJECT: DNR MAPLE RIVER

DIKE UPGRADES

STATE FILE NO.: XXX

STATE INDEX NO.: X

M A

R C

D 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

J. ENSIGN, PE

PHASE 3 - UNIT B -

CROSS SECTIONS

C202

EXISTING GRADE

PROPOSED GRADE

LEGEND:

FILL AREA

RIPRAP

21+00

-20 -10 0 10 20

W. ELEV. 650.3±

22+00

-20 -10 0 10 20

W. ELEV. 650.3±

23+00

-20 -10 0 10 20

W. ELEV. 650.3±

24+00

-20 -10 0 10 20

W. ELEV. 650.3±

25+00

-20 -10 0 10 20

W. ELEV. 650.3±

30+00

-20 -10 0 10 20

W. ELEV. 650.3±

29+00

-20 -10 0 10 20

W. ELEV. 650.3±

28+00

-20 -10 0 10 20

W. ELEV. 650.3±

27+00

-20 -10 0 10 20

W. ELEV. 650.3±

26+00

-20 -10 0 10 20

W. ELEV. 650.3±

35+00

-20 -10 0 10 20

W. ELEV. 650.3±

34+00

-20 -10 0 10 20

W. ELEV. 650.3±

33+00

-20 -10 0 10 20

W. ELEV. 650.3±

32+00

-20 -10 0 10 20

W. ELEV. 650.3±

31+00

-20 -10 0 10 20

W. ELEV. 650.3±

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80

TYPICAL CROSS

SECTION

75 DRAIN

UNIT C - 0+51UNIT B - 37+00

W. ELEV. 850.3±

W. ELEV. 651.5±

W. ELEV. 849.8±

36+00

-20 -10 0 10 20

W. ELEV. 650.3±

0 10 20 30 FT

1" = 10' SCALE BAR

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

PROJECT: DNR MAPLE RIVER

DIKE UPGRADES

STATE FILE NO.: XXX

STATE INDEX NO.: X

M A

R C

D 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

J. ENSIGN, PE

PHASE 3 - UNIT B -

CROSS SECTIONS

C203

EXISTING GRADE

PROPOSED GRADE

LEGEND:

FILL AREA

RIPRAP

NO WORK THIS PHASE

File details come from the government source that posted it. Updated Apr 3, 2024.