751_22315.JBB SLC Paint River Trail Washout Repair - Addendum 1.pdf

PDF 4 MB Posted Feb 27, 2023

Attached to: 751/22315. JBB; SLC-Paint River Washout Repair Project
Solicitation number: RFQ - 171 - 230000000207
Issued by: Dickinson County, Crystal Falls City, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is an addendum to a bid solicitation issued by the Michigan Department of Technology, Management, and Budget (DTMB) for the SLC-Paint River Washout Repair Project, File No. 751/22315.JBB. The project involves repairing washout damage to the Paint River ORV Trail in Crystal Falls, Michigan. Key project details include removing and disposing of washout material, installing culverts and riprap slope protection, and restoring the trail surface. The bid due date has been extended to March 1, 2023 at 2:00 PM Eastern. A pre-bid meeting was held on February 15, 2023, and the attendee list is provided. The project is expected to be completed in late 2023.

The addendum provides clarification on several bidding requirements, including the responsibility for obtaining permits, survey control points, as-built drawing expectations, and disposal of excavated spoils. It also confirms that prevailing wages apply and provides responses to questions received from potential bidders. Funding for the project is from the State of Michigan, and the contractor will be responsible for securing any necessary permits not provided by the owner.

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Other files

File	Type	Posted
DC_Spec_Paint_River_Trail_FINAL_020223.pdf	PDF	Feb 27, 2023
DTMB-0415 AdvertismentRev0822.pdf	PDF	Feb 27, 2023
20230201_PAINT RIVER TRAIL_IFB PLAN SET.pdf	PDF	Feb 27, 2023

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A1-2000-1

SLC-PAINT RIVER WASHOUT REPAIR DTMB FILE NO. 751/22315.JBB

ADDENDUM NO. 1

File No.: 751/22315.JBB Department of Technology, Management, & Budget

Project Name: SLC-Paint River Trail Washout Repair

Subject: Addendum 1

DATE: February 24, 2023

BID DATE: Wednesday, March 1, 2023, at 2:00 p.m. Eastern

TO: All Bidders

INTENT: This Addendum is issued to revise the bid question period and extend the bid due date. Additional specification section to be added.

ATTACHMENTS: 1. Pre-Bid Meeting Attendance Sheet

2. Project Plan Sheets C-02, C-03, and D-01

All Bidders submitting a Bid on the above Contract shall carefully read this Addendum and give it consideration in the preparation of their Bid.

Contractor shall list all addenda on the Bid Form to ensure conformity in the bid.

Drawings, Specifications and/or Proposals are herein amended, expanded and/or modified, as hereinafter described, and become a part of the Contract Documents with same force and affect as if incorporated, therein, originally. Any contrary provisions contained, or referred to, in Drawings and/or Specifications, shall remain applicable unless overridden by this Addendum.

Revised or contrary provisions herein shall not affect any other part of Contract Documents and any deletions, additions, substitutions and/or revisions mentioned, shall include all labor, materials, methods, modifications, etc. required for complete performance of the work.

The following are revisions to the Bidding and Contract Requirements:

General Information:

1. See enclosed Pre-Bid Meeting Attendance Sheet.

2. The existing forcemain for the City of Crystal Falls’ Main Lift Station as shown on the plans is an existing asbestos cement pipe that is expected to remain in operation until late fall of 2023. The exact location and depth of this forcemain are unknown. Washout material removal activities must be conducted in a manner that will not damage the existing pipe and allow it to remain in operation for the duration of the work.

a. It is noted that the existing forcemain is not located near Location #1.

3. Replace the following sheets with the revised sheets:

a. C-01 Existing Conditions: Revised to show the location of the existing buried fiber optic cables and a table of survey Control Points.

b. C-02 Proposed Conditions Location 1: Revised to show the location of the existing buried fiber optic cables.

c. C-03 Proposed Conditions Location 2: Revised to show the location of the existing buried fiber optic cables.

A1-2000-2

d. D-01: Revised Detail 5 to remove reference to the RCP culvert end section and indicate all culvert joints shall be wrapped.

The following are responses to questions received. Included below is the original question along with the response in italic text below:

1. Please confirm if this project is subject to prevailing Davis Bacon wages?

a. State of Michigan Prevailing Wages are required for this project see Section

00700 General Conditions and Appendix V for details.

2. Please confirm who is obtaining the SWPPP and SESC permits?

a. The contractor is responsible for the SWPPP and SESC permits. The Contractor shall also secure the Notice to Proceed with Earth Change in accordance with Appendix III, there is no cost for this permit.

3. Please confirm if there is localized survey control points for GPS equipment set up?

a. Yes control points are available and have been added to the plan set.

4. Please explain in what detail the Close Out Document As-built drawings are expected?

a. Contractor shall remain onsite redline as-built drawings that will be provided to the PSC. O&M manuals including submittal log will also be required to be provided too.

5. Is there local and secure equipment/material staging areas in the vicinity of the construction area? Can granular materials over the road trucks access this area?

a. There is no DNR owner property available for use as a staging area near the project site. There is some room along the trail that can be utilized for a staging area during the project. You are encouraged to visit the site to review these areas. Over the road trucks will be able to access the project area using the existing trail.

6. Who is the responsible party identifying the Buckthorn for removal in the project area?

a. The contractor is responsible for identifying if necessary and removing and disposing of any buckthorn material.

7. Will pre-construction staking of the two Locations be completed by the Owner?

a. There will be no construction staking by the Owner.

8. IFB Drawing Sheet D-01 shows corrugated metal pipe (CMP) flared end sections (FES), while Sheet D-01, detail 5/-, Note 3 states reinforced concrete pipe (RCP) FES. Please clarify which is correct?

a. All culverts and end sections shall be corrugated metal pipe (CMP).

9. Is it the Contractors responsibility to remove all excavated spoils offsite? Or does the DTMB have areas locally for disposal of the clean spoils?

a. The excavated spoils should be used to fill voids in the placed rip rap as indicated on Detail 2 on sheet D-01. The contractor is responsible for locating a suitable disposal site for any additional waste material.

A1-2000-3

10. Please define if reused topsoil needs to be “screened”? If so, please define if a screening plant is needed or if oversized particles can be handpicked from the topsoil?

a. Reused topsoil does not have to be screened in a screening plant but the contractor should rake out or otherwise remove large rocks and debris from reused topsoil.

11. Section 02270 calls for placement of sediment traps, excavated sediment traps, and check dams, yet there is no call out for these structures in the drawings. Please provide specifications and details/drawings for these structures if they are required?

a. The plans show the minimum SESC requirements required at this time, the Contractor shall follow all requirements identified in the Notice to Proceed with Earth Change and SESC permit. The Contractor is ultimately responsible for securing the site from all washouts or earth disturbance until all permanent SESC measures have been established.

Bidder shall acknowledge receipt of this Addendum at the bottom of the Bid Summary form to be submitted as part of the greater bid.

SAN

FIBR

001310

1310132013301340

FIB

CP-1

CP-2

CP-1

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

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V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

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dw g

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

1 2/24/2023 ADDENDUM 1 RAA

If this scale bar does not measure 1" then drawing is not original scale.

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

EXISTING

CONDITIONS

C-01

KEY MAP

LOCATION 1

SCALE: 1" = 30'

LOCATION 2

SCALE: 1" = 30'

LOCATION 1

LOCATION 2

EXISTING UNDERGROUND SEWER FORCE MAIN ALIGNMENT

PROTECT IN PLACE

PAINT RIVER EDGE OF WATER

TWO (2) UNDERGROUND COMMUNICATION

PROTECT IN PLACE

ORV TRAIL

24" CULVERT WITH RIPRAP OUTLET

INV EL 1302.32

24" CULVERT WITH RIPRAP INLET

INV EL 1303.34

SCALE, FEET

30 60 0

SCALE, FEET

30 60

24" CULVERT WITH RIPRAP OUTLET

INV EL 1308.31

24" CULVERT WITH RIPRAP INLET

INV EL 1309.74

APPROXIMATE LIMITS OF

WASHOUT MATERIAL

APPROXIMATE LIMITS

OF WASHOUT MATERIAL

APPROXIMATE LIMITS OF TRAIL

PROPOSED UNDERGROUND SEWER FORCE MAIN ALIGNMENT

TO BE CONSTRUCTED IN SEPARATE PROJECT

PROTECT IN PLACE IF INSTALLED

T R

ORV TRAIL

EXISTING SILT FENCE

POTENTIAL OLD CULVERT

TWO (2) UNDERGROUND COMMUNICATION

PROTECT IN PLACE

CONTROL POINTS

POINT

NUMBER NORTHING EASTING ELEVATION DESCRIPTION

CP-1 480982.50' 25911611.40' 1328.80' SPIKE

CP-2 481135.89' 25911575.29' 1327.87' SPIKE

SEE KEY MAP FOR LOCATION

OF CONTROL POINT CP-2

FIBR FIBR FIBR FIBR FIBR FIBR FIBR FIBR FIBR FIBR FIBR FIBR FIBR

13281326

LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC LOC LOC LOC LOC LOC LOC LOC

101+00 102+00 103+00 104+00

100+00 104+71

SF SF SF SF

DITCH CENTERLINE

STA 100+83

OFFSET 17.9

DITCH CENTERLINE

STA 100+13

OFFSET 9.9

DITCH CENTERLINE

STA 104+61

OFFSET 10.3

DITCH CENTERLINE

STA 101+94

OFFSET 11.8

DITCH CENTERLINE

STA 102+47

OFFSET 11.5

DITCH CENTERLINE

STA 104+06

OFFSET 11.0

L2 L3L1

1326 1328

DITCH CENTERLINE

STA 101+41

OFFSET 13.4

100+00

100+50

101+00

101+50

102+00

102+50

103+00

103+50

104+00

104+50

104+71100+00

100+50

101+00

101+50

102+00

102+50

103+00

103+50

104+00

104+50

104+71

PR LEFT DITCH BOTTOM

GRADE SLOPE 1.9%

PR LEFT DITCH BOTTOM

GRADE SLOPE 1.5%

PR TRAIL GRADE AT PR CENTER LINE

100+00

100+50

101+00

101+50

102+00

102+50

103+00

103+50

104+00

104+50 104+71

TRANSITIONS SLOPE AT 3%

EX GRADE

TRANSITIONS SLOPE AT 3%

T R

G R

A D

T D

H G

R A

D E

PR LEFT DITCH BOTTOM GRADE

STA 100+83

EL 1323.9

PR LEFT DITCH BOTTOM GRADE

STA 104+61

EL 1331.1

PR LEFT DITCH BOTTOM GRADE

STA 100+13

EL 1324.9

3A S

U R

E C

O U

C E

C O

U R

, 2

3A , 6

CULV, CL A, CMP, 18 INCH

STA 100+83.01

INV EL 1323.6

POTENTIAL OLD CULVERT, REMOVE

FROM SERVICE

ALIGNMENT LINE TABLE

LINE #

BEGIN STA

100+00

102+17.66

103+75.12

END STA

102+17.66

103+75.12

104+70.94

LENGTH

217.66'

157.45'

95.82'

BEGIN NORTHING

480637.53

480805.63

480921.53

BEGIN EASTING

25911789.81

25911651.54

25911544.96

END NORTHING

480805.63

480921.53

480993.16

END EASTING

25911651.54

25911544.96

25911481.31

DIRECTION

N39°26'15"W

N42°36'05"W

N41°37'19"W

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

\P R

C O

N D

N S.

dw g

/2 4/

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

1 2/24/2023 ADDENDUM 1 RAA

If this scale bar does not measure 1" then drawing is not original scale.

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

PROPOSED

CONDITIONS

LOCATION 1

C-02

SCALE, FEET

20 40

EX TRAIL CENTERLINE

6" 23A SURFACE COURSE

' 14'

REMOVE WASHOUT MATERIAL DOWN TO NATIVE SOIL

AND SEED WITH UN-MULCHED , WETLAND SEED MIX

28FT - CULV, CL A, CMP, 18 INCH

2 - CULV, END SECTION

INV EL 1323.9 (W)

INV EL 1323.3 (E)

PR LEFT DITCH FLOW PATH

A C-04

INSTALL SILT FENCE

16'

CULVERT END SECTION AND RIRRAP

SEE DETAIL ON DWG D-01

16' 13'

13'

LIMIT OF CLEARING (TYP)

CULVERT END SECTION AND RIRRAP SEE

DETAIL ON DWG D-01

VERTICAL SCALE, FEET

NOTE: 2x VERTICAL EXAGGERATION

HORIZONTAL SCALE, FEET

0 20 40

10 20

NOTES:

1. CONTRACTOR RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF BUCKTHORN LOCATED WITHIN LIMIT

OF CLEARING.

2. DISPOSE OF ALL MATERIAL REMOVED FROM WASHOUT AREA. NEW MATERIAL TO BE USED FOR

CONSTRUCTION OF NEW TRAIL STRUCTURE.

3. CONTRACTOR RESPONSIBLE TO CONSTRUCT PROJECT TO LINES AND GRADES SHOWN. CONTRACTOR MUST

CALCULATE AND VERIFY MATERIAL QUANTITIES.

ENGINEERS ESTIMATE QUANTITIES

(FOR INFORMATION ONLY)

TOTAL UNIT DESCRIPTION

120 CYD AGGREGATE SURFACE COURSE, 6 INCH, 23A

120 CYD AGGREGATE BASE, FILL, 23A

10 SYD RIPRAP, PLAIN

150 CYD WETLAND WASHOUT MATERIAL REMOVAL

390 FT EROSION CONTROL, SILT FENCE

28 FT CULV, CL A, CMP, 18 INCH

2 EA CULV, END SECTION

2 EA BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED,

LIGHTED, FURN

CONTRACTOR TO INSTALL

BARRICADE(S) TO CLOSE TRAIL

ESTIMATED AREA OF WASHOUT MATERIAL: 1350 SFT

EARTH EXCAVATION

CONTRACTOR TO PROVIDE POSITIVE

DRAINAGE AWAY FROM OUTLET STRUCTURE POTENTIAL OLD CULVERT,

REMOVE FROM SERVICE

IF LOCATED

CONTRACTOR TO INSTALL

BARRICADE(S) TO CLOSE TRAILTWO (2) UNDERGROUND COMMUNICATION

PROTECT IN PLACE

file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt

SAN

SANSAN

SAN

SANSANSANSANSANSAN

SANSAN

SAN

SANSANSANSAN

SAN

SANSAN

SAN

SANSAN FIBR

FIBRFIBRFIBRFIBRFIBRFIBR

FIBRFIBRFIBRFIBRFIBRFIBRFIBRFIBR

130013001300

200+00 204+81

1310201+00 202+00 203+00 204+00

DITCH

STA 201+74

OFFSET 19.4

DITCH

STA 202+50

OFFSET 16.0 DITCH

STA 203+34

OFFSET 12.8

DITCH

STA 204+00

OFFSET 10.9

DITCH

STA 201+28

OFFSET 17.5

DITCH

STA 200+99

OFFSET 12.6

SF SF

LOC LOC

LOC

L8L7L6

200+00

200+50

201+00

201+50

202+00

202+50

203+00

203+50

204+00

204+50

204+81

200+00

200+50

201+00

201+50

202+00

202+50

203+00

203+50

204+00

204+50

204+81200+00 200+50

201+00

201+50

202+00

202+50

203+00

203+50

204+00 204+50 204+81

T R

G R

A D

T D

H G

R A

D E

EX 24IN CMP CULVERT

STA 201+56

INV EL 1302.8

(TO REMAIN)

EXTEND CULVERT

CULV, CL A, CMP, 24 INCH

STA 201+54

INV EL 1303.6

PROPOSED LEFT DITCH GRADE

STA 201+78

INV EL 1305.3

C E

C O

U R

, 2

3A , 6

PR LEFT DITCH GRADE

STA 204+23

INV EL 1311.1

C E

C O

U R

, 2

3A , 6

PROPOSED LEFT DITCH GRADE

STA 201+00

INV EL 1306.5

R R

P R

O N

R R

P R

O N

ALIGNMENT LINE TABLE

LINE #

BEGIN STA

201+77.29

202+79.24

204+12.16

END STA

202+79.24

204+12.16

204+81.03

LENGTH

101.95'

132.92'

68.87'

BEGIN NORTHING

479516.66

479609.99

479732.39

BEGIN EASTING

25912459.12

25912418.09

25912366.27

END NORTHING

479609.99

479732.39

479794.45

END EASTING

25912418.09

25912366.27

25912336.40

DIRECTION

N23°43'48"W

N22°56'42"W

N25°42'08"W

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

\P R

C O

N D

N S.

dw g

/2 4/

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

1 2/24/2023 ADDENDUM 1 RAA

If this scale bar does not measure 1" then drawing is not original scale.

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

PROPOSED

CONDITIONS

LOCATION 2

C-03

PAINT RIVER EDGE OF WATER

EXISTING TRAIL CENTERLINE

EXTEND CULVERT

CULV, CL A, CMP, 24 INCH, 8 FT

CULV, END SECTION

INV EL 1303.7

PR TRAIL CENTERLINE

EX CULVERT

PR LEFT DITCH GRADE

GRADE SLOPE 2.4%

PROPOSED TRAIL GRADE

AT PROPOSED CENTER LINE

EXISTING GRADE

A C-05

REMOVE WASHOUT MATERIAL DOWN TO

NATIVE SOIL AND SEED WITH

UN-MULCHED , WETLAND SEED MIX

EXISTING UNDERGROUND SEWER FORCE MAIN ALIGNMENT

PROTECT IN PLACE

PROPOSED UNDERGROUND SEWER FORCE MAIN ALIGNMENT

TO BE CONSTRUCTED IN SEPARATE PROJECT

PROTECT IN PLACE IF INSTALLED

SCALE, FEET

30 60

PR LEFT DITCH GRADE

GRADE SLOPE 6.7%

PR LEFT DITCH GRADE

GRADE SLOPE 5.3%

CULVERT END SECTION AND RIRRAP

SEE DETAIL ON DWG D-01

TRANSITION SLOPE AT 3%

INSTALL SILT FENCE

RIPRAP SLOPE PROTECTION

SEE DETAIL ON DWG D-01

LIMIT OF CLEARING

VERTICAL SCALE, FEET

NOTE: 2x VERTICAL EXAGGERATION

HORIZONTAL SCALE, FEET

0 30 60

0 15 30

EX SILT FENCE

NOTES:

1. CONTRACTOR RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF BUCKTHORN LOCATED WITHIN LIMIT

OF CLEARING.

2. DISPOSE OF ALL MATERIAL REMOVED FROM WASHOUT AREA. NEW MATERIAL TO BE USED FOR

CONSTRUCTION OF NEW TRAIL STRUCTURE.

3. CONTRACTOR RESPONSIBLE TO CONSTRUCT PROJECT TO LINES AND GRADES SHOWN. CONTRACTOR MUST

CALCULATE AND VERIFY MATERIAL QUANTITIES.

CONTRACTOR TO INSTALL

BARRICADE(S) TO CLOSE TRAIL

(TYP)

CONTRACTOR TO INSTALL RIPRAP PER

CMP FLARED END SECTION DETAIL

SEE DETAIL ON DWG D-01

ENGINEERS ESTIMATE QUANTITIES

(FOR INFORMATION ONLY)

TOTAL UNIT DESCRIPTION

85 CYD AGGREGATE SURFACE COURSE, 6 INCH, 23A

290 CYD AGGREGATE BASE, FILL, 23A

440 SYD RIPRAP, PLAIN

670 CYD WETLAND WASHOUT MATERIAL REMOVAL

440 FT EROSION CONTROL, SILT FENCE

8 FT CULV, CL A, CMP, 24 INCH

1 EA CULV, END SECTION

2 EA BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED,

LIGHTED, FURN

ESTIMATED AREA OF WASHOUT MATERIAL: 7450 SFT

TWO (2) UNDERGROUND COMMUNICATION

PROTECT IN PLACE 1

INSTALLATION WITH TRENCHING

NOTES:

1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN

NECESSARY. 9" (225mm) MAXIMUM STORAGE HEIGHT.

3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE

SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

EXTRA STRENGTH FILTER

FABRIC NEEDED WITHOUT

WIRE MESH SUPPORT

STEEL OR WOOD POST

ATTACH FILTER FABRIC

SECURELY TO UPSTREAM

SIDE OF POST

10' (3m) MAXIMUM SPACING WITH WIRE SUPPORT FENCE 6' (1.8m)

MAXIMUM SPACING WITHOUT

WIRE SUPPORT FENCE

FLOW

PONDING HEIGHT

8" (200 mm)

3/4" (20mm) MIN

DRAIN ROCK

FLOW

12" MIN

(300 MM)

9" MAX

(225 mm)

STORAGE HT

PONDING HEIGHT

FLOW

INSTALLATION WITHOUT TRENCHING

STEEL OR WOOD

POST

36" (1M) HIGH MAX

12" MIN

(300 mm)

4"x6" (100x150mm)

TRENCH WITH

COMPACTED BACKFILL

DEPTH

VARIES

EXISTING WETLAND

SOILS TO REMAIN

REMOVE WASHOUT

MATERIAL DOWNS TO

NATIVE WETLAND SOILS

SEE PER SPECS, NO MULCH

IN WETLAND AREAS

WASHOUT MATERIAL

CONSISTS OF SAND, GRAVEL,

AND GROUND BRUSH

NOTES:

1. CONNECTOR TO SUBMIT WETLAND SPOILS REMOVAL PLAN.

2. SEE SHEET G-02 FOR ADDITIONAL DETAILS.

M O

D Y, T O

N Y

B :\W or ki ng \D

P ai nt R iv er

O R

V Tr ai l W as ho ut \0

0_ C

\D es ig n\ Sh ee ts

.d w g

GEI CONSULTANTS OF MICHIGAN, P.C.

990 LALLEY ROAD

IRON RIVER, MI 49935

(906)214-4140

Consultants

Attention:

0 1"

NO. DATE ISSUE/REVISION APP

0 2/3/2023 FOR BID RAA

1 2/24/2023 ADDENDUM 1 RAA

If this scale bar does not measure 1" then drawing is not original scale.

For Bid

SHEET NAME

SHEET NO.

DRAFT

-P A

W A

U T

C R

S, M I

MICHIGAN DEPARTMENT

OF TECHNOLOGY,

MANAGEMENT, AND

BUDGET

P.O. BOX 30026

LANSING, MI 48909

Designed:

Checked:

Drawn:

GEI Project

Approved:

TNC

RAA

TNC

2203044

P.E. No.: 6201058357

RAA

DETAILS

D-01

NOT TO SCALE

C-02,03 SILT FENCE

DETAIL

CMP CULVERT

MIN. O.D. + 24" 6" MIN. MDOT CL II

SAND BELOW PIPE

COMPACTED MDOT CL II SAND

VARIES

MIN. 12"

COMPACTED MDOT CL II SAND

AGGREGATE SURFACE COURSE, 6 INCH, 23A

MDOT CL II SAND

6" MIN THICKNESS

GEOTEXTILE SEPARATION

FABRIC (TOE IN EACH END)

3' (MIN)

STABLE GRADE

2' (MIN)

EXISTING

GRADE

RIPRAP, PLAIN

24" MIN THICKNESS

(TYP)

2' (MIN)

RIPRAP VOIDS TO BE FILLED

WITH EXCAVATED SPOILS FROM

WETLAND AREA LEAVING TOP

1/3 RIPRAP EXPOSED

WETLAND SEED MIX TO BE

PLACED ON SPOILS MATERIAL

NOTES:

1. RIP RAP SHALL CONFORM TO THE STANDARD SPECIFICATIONS

2. CONTRACTOR SHALL INSTALL NON-WOVEN 8 OZ/SYD GEOTEXTILE FABRIC BELOW ALL RIP RAP

WHEREVER UTILIZED. GEOTEXTILE FABRIC JOINTS SHALL OVERLAP A MINIMUM OF 2'

3. TYPICAL FLARED CMP END SECTION SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE

WITH MDOT STANDARD PLAN R-88-D

A A

2' MIN

CMP DIA.

RIPRAP, PLAIN

24" MIN THICKNESS

(TYP)

2' MIN

CONNECTOR STRAP

CULVERT INVERT ELEVATION

SHOULD BE PLACED 1/6TH

THE HEIGHT BELOW DITCH

FLOW LINE

NON-WOVEN

GEOTEXTILE

SECTION A-A

NOT TO SCALE

C-03 RIPRAP SLOPE PROTECTION

DETAIL

NOT TO SCALE

- CMP FLARED END SECTION

DETAIL

NOT TO SCALE

- CMP JOINT DETAIL

DETAIL

NOT TO SCALE

C-03 CMP CULVERT CROSS SECTION

DETAIL

PREFABRICATED CMP END SECTION

INSTALLED IN ACCORDANCE WITH

MDOT STANDARD PLAN R-88-D

NEW OR EXISTING CMP CULVERT

CMP CULVERT EXTENSION/NEW CMP CULVERT

COUPLING BAND

INSTALLED PER MANUFACTURER SPECIFICATIONS

OR AS DIRECTED BY ENGINEER

4 OZ. GEOTEXTILE FABRIC

WRAP AROUND ALL COMPLETED JOINTS

EXTEND 12" BEYOND EACH END OF COUPLING BAND

CONNECTOR STRAP

NOT TO SCALE

- WETLAND MATERIAL REMOVAL

DETAIL

Company Name Phone Email Comments Date

Blue Line Site Solutions Cody Rajala 906.370.8094 bluelinesitesolutions@outlook.com 2/15/2023

Blue Restoration, LLC Brendan Fosgitt 989.615.4682 bluerestorationllc@yahoo.com 2/15/2023

Catskill Remedial Contracting Services, Inc. Josh Guy 517.881.5411 j.guy@catskillremedial.com 2/15/2023

FA Industrial Services, Inc. Bill Casagranda 906.284.7374 b.casagranda@fais.build 2/15/2023

MD Contracting, Inc. Dan Robillard 906.201.0251 mdcontracting@gmail.com 2/15/2023

MJ VanDamme, Inc. Pete Ryynanen 906.346.2641 pete.ryynanen@mjvandamme.onmicrosoft.com 2/15/2023

Pine Creek Excavating Jared Gendron 906.282.1094 pinecreekexcavating@gmail.com 2/15/2023

WR Construction Will Rajala 906.362.2371 rajalaw@wrcmqt.com 2/15/2023

Pre-Bid Meeting: February 15, 2023 at 2:00PM ET

PRE-BID MEETING SIGN-IN SHEET

Department of Technology, Management and Budget

Design & Construction Division

Department of Natural Resources SLC-Paint River Washout Repair - File No. 751/22315.JBB

GEI Project No. 2203044

Bids Due: March 1, 2023 at 2:00PM ET

751_22315.JBB SLC Paint River Trail Washout Repair - Addendum 1

20230224_PAINT RIVER ORV TRAIL_ADD1_CAD-FILES

Sheets and Views

3 EXISTING CONDITIONS

4 PROPOSED CONDITIONS LOCATION 1

5 PROPOSED CONDITIONS LOCATION 2

8 DETAILS

Copy of DTMB Pre-Bid Signin Sheet

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