21024 Drawings 2 of 2.pdf

PDF 3 MB Posted Mar 9, 2023

Attached to: 751/21024. ABG; Millecoquins Trail #2 Bridge Repair Project
Solicitation number: RFQ - 171 - 230000000252
Issued by: Mackinac County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a State of Michigan request for bid for the Millecoquins Trail #2 Bridge Repair Project located in Mackinac County, Michigan. The project involves the removal and replacement of the existing bridge superstructure, demolition of the existing timber abutments, and installation of new timber pile-supported abutments and wingwalls. The work also includes replacing the existing timber deck, reconstructing the trail approaches, and site restoration. Bidders must upload all attachments electronically to SIGMA VSS and submit questions via email to the specified contact. Bids are due by 2:00 pm on the bid deadline date.

The bid documents provide detailed technical specifications, drawings, and other requirements for the project. Pricing terms, funding sources, and set asides are not explicitly stated. Contractors must coordinate with the utility company TC Energy for work near their gas pipelines and comply with soil erosion and sedimentation control measures during construction.

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Other files

File	Type	Posted
21024 Addendum 1.pdf	PDF	Mar 9, 2023
21024 Advertisment.pdf	PDF	Mar 9, 2023
21024 Specifications.pdf	PDF	Mar 9, 2023
21024 Drawings 1 of 2.pdf	PDF	Mar 9, 2023

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\\MQT-PZCC-1\ W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Site Access.dwg - 1/26/2022

MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT, AND

BUDGET

3111 WEST ST.

JOSEPH STREET

LANSING, MI 48917

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

NO DATE ISSUE/REVISION APP

0 2/22/2022 FOR BID RLP

For Bid

SHEET NAME SHEET NO.

MILLECOQUINS

TRAIL NO. 2

BRIDGE

BRIDGE REPAIR

SITE ACCESS PLAN C-04If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

DRAFT

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

SAP

GMM

SAP

Approved: RLP

6201064338

2101498

NOT TO SCALE

LOWER MILLECOQUINS RIVER

HIAWATHA TRAIL

TO ENGADINE

SITE ACCESS ROUTE, SAND AND

GRAVEL TWO-TRACK TRAIL, 2.9 MILES

US HIGHWAY 2

TRAIL NO. 2

N W

NAUBINWAY ROAD

PROJECT SITE

GREYLOCK TRAIL

TRAIL NO. 2

CROSSING OF HEAVY EQUIPMENT OVER

GAS LINE MUST BE COORDINATED WITH

TC ENERGY AT CONTRACTORS EXPENSE.

INSTALL 3 MDOT BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED

AND 1 MDOT SIGN R11-2 (MOD.) "TRAIL CLOSED"

APPROXIMATELY 2 MILES WEST AT INTERSECTION OF TRAIL NO. 2

AND M-117 SOUTH OF ENGADINE.

SEE SHEET C-05 FOR TRAFFIC

CONTROL SIGNS NEAR BRIDGE

INSTALL 3 MDOT BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED

AND 1 MDOT SIGN R11-2 (MOD.) "TRAIL CLOSED"

AT INTERSECTION OF TRAIL NO. 2 AND NAUBINWAY ROAD

INSTALL 1 MDOT SIGN R11-3a

"SNOWMOBILE BRIDGE OUT ON TRAIL NO. 2"

AT INTERSECTION OF GREYLOCK TRAIL AND US-2

INSTALL 1 MDOT SIGN R11-3a

"SNOWMOBILE BRIDGE OUT ON TRAIL NO. 2"

AT INTERSECTION OF GREYLOCK

TRAIL AND HIAWATHA TRAIL

ACCESS ROUTE TO EAST SIDE

OF BRIDGE, 1.4 MILES,

CRANE MATS MAY BE

NECESSARY IN SOFT SPOTS

TRAIL

rprice Image rprice Image rprice Text Box 2/22/2022

NGAS

EASE

\\MQT-PZCC-1\ W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Traffic Control Plan.dwg - 1/26/2022

MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT, AND

BUDGET

3111 WEST ST.

JOSEPH STREET

LANSING, MI 48917

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

NO DATE ISSUE/REVISION APP

0 2/22/2022 FOR BID RLP

For Bid

SHEET NAME SHEET NO.

MILLECOQUINS

TRAFFIC CONTROL PLAN C-05If this scale bar

1" then drawing is not original scale.

Attention:

0 1"

DRAFT

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

SAP

GMM

SAP

Approved: RLP

6201064338

2101498

NOT TO SCALE

LOWER MILLECOQUINS RIVER

TRAIL NO. 2

NOTE: SEE SHEET C-04 FOR TRAFFIC CONTROL SIGNS

AT GREYLOCK TRAIL AND TRAIL NO. 2 INTERSECTIONS.

GREYLOCK TRAIL

CROSSING OF HEAVY EQUIPMENT OVER

GAS LINE MUST BE COORDINATED WITH

TC ENERGY AT CONTRACTORS EXPENSE.

INSTALL 3 MDOT BARRICADE, TYPE

III, HIGH INTENSITY, LIGHTED

AND 1 MDOT SIGN R5-18c

"WORK ZONE BEGINS"

APPROXIMATE LOCATION

OF TC ENERGY GAS LINE.

WORK ZONE

INSTALL 3 MDOT BARRICADE, TYPE

III, HIGH INTENSITY, LIGHTED

AND 1 MDOT SIGN R5-18c

"WORK ZONE BEGINS"

INSTALL 3 MDOT BARRICADE, TYPE III,

HIGH INTENSITY, LIGHTED

AND 1 MDOT SIGN R11-3 "BRIDGE OUT"

INSTALL 3 MDOT BARRICADE, TYPE III,

HIGH INTENSITY, LIGHTED

AND 1 MDOT SIGN R11-3 "BRIDGE OUT"

TRAIL

rprice Image rprice Image rprice

NGAS

EASE

C O

Q U

TREE LINE

EASE

EASE EASE EASE

EASE

EASE EASE

EASE

SB-1

SFSF

EXISTING BRIDGE

4+00

5+00

TRAIL CENTERLINE

TREE CLEARING LIMIT

SILT FENCE, TYP

DTMB SESC KEY S51

SEE SHEET G-02

TURBIDITY CURTAIN, TYP

DTMB SESC KEY S61

SEE SHEET G-02

REMOVE TYPE III OBJECT MARKER

SIGN, TYP EACH CORNER OF BRIDGE

CONTRACTOR MUST HYDRO-VAC OR

HAND EXPOSE TC ENERGY’S PIPELINE

PRIOR TO USE OF MECHANICAL

EQUIPMENT WITHIN 15-FT OF PIPELINE.

REMOVE EXISTING

SUPERSTRUCTURE

FOR INSTALLATION

OF NEW ABUTMENTS.

SUPERSTRUCTURE

PICK METHOD BY

CONTRACTOR.

WATER LINE

(5-13-2021)

REMOVE ABUTMENTS, TYP

TRAIL NO. 2

DO NOT DISTURB

EXISTING STAIRS

DO NOT DISTURB

EXISTING PLATFORM

SLOPE STAKE LINE, TYP

LIMITS OF PROPOSED

EARTH CHANGE

TOPSOIL SURFACE, SALV, 6 INCH

FROM EDGE OF EXISTING TRAIL

TO SLOPE STAKE LINE

TYP EACH QUADRANT

REMOVAL OF DEBRIS ON BANKS WITHIN

SLOPE STAKE LIMITS IS INCLUDED IN BASE

BID CLEARING. TYP EACH QUADRANT

10' EASEMENT10' EASEMENT

MILLECOQUINS

TRAIL NO. 2

EXISTING

13.8'

2.3'± TYP

W24X68, TYP

TIMBER DECK

"T" BAR

NOTE: STEEL TUBE RAILING AND TIMBER

RUNNING RAILS NOT SHOWN FOR CLARITY

DECK ATTACHMENT

ANGLES, TYP

\\MQT-PZCC-1\ W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Demolition and SESC.dwg - 12/14/2021

MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT, AND

BUDGET

3111 WEST ST.

JOSEPH STREET

LANSING, MI 48917

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

NO DATE ISSUE/REVISION APP

0 2/22/2022 FOR BID RLP

For Bid

SHEET NAME SHEET NO.

MILLECOQUINS

DEMOLITION AND SESC

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

Attention:

0 1"

DRAFT

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

SAP

GMM

SAP

Approved: RLP

6201064338

2101498

PLAN

SCALE: 1" = 10'-0"

SCALE, FEET

10 20

C-06

SUGGESTED SEQUENCE OF WORK:

1. INSTALLATION OF TRAFFIC CONTROL SIGNS AND BARRICADES.

2. PRESENCE OF TC ENERGY REPRESENTATIVE REQUIRED FOR

ANY GROUND DISTURBANCE WITHIN 25-FT OF PIPE.

CONTRACTOR MUST HYDRO-VAC OR HAND EXPOSE TC ENERGY’S

PIPELINE PRIOR TO USE OF MECHANICAL EQUIPMENT WITHIN

15-FT OF PIPELINE.

3. PLACEMENT OF EROSION CONTROL MEASURES (SILT FENCE AND

TURBIDITY CURTAIN) TO MINIMIZE DISTURBANCE. MAINTAIN SESC

MEASURES THROUGHOUT CONSTRUCTION.

4. CLEARING, TREE REMOVAL, DEBRIS REMOVAL, TOPSOIL

STRIPPING. REMOVAL OF EXISTING BRIDGE STEEL

SUPERSTRUCTURE AND DEMOLITION OF EXISTING TIMBER MAT

ABUTMENTS.

5. MINOR EXCAVATION FOR INSTALLATION OF TIMBER PILES,

BACKWALL AND WINGWALLS. INSTALL TIMBER PILES, PILE CAP,

BACKWALL, WINGWALLS AND STRUCTURE BACKFILL.

6. INSTALL RIPRAP SLOPE PROTECTION AND REMOVE TURBIDITY

CURTAIN.

7. REPLACE EXISTING TIMBER DECK ON THE SALVAGED STEEL

SUPERSTRUCTURE AND REINSTALL SUPERSTRUCTURE ON NEW

ABUTMENTS.

8. RECONSTRUCT APPROACHES AND TRAIL SURFACE.

9. SITE RESTORATION (TOPSOIL / SEED / MULCH).

EXISTING 12"x48"x16' TIMBER

ABUTMENT TO BE DEMOLISHED

SECTIONA

- EXISTING BRIDGE 2 4

SCALE, FEET

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL – 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101 ET SEQ.).

2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL

ADDRESS BOTH WIND AND WATER EROSION AND SEDIMENTATION.

3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT’S SESC PLAN IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION PLAN”, WHICH INDICATES THE CONTRACTOR’S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE.

4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS ISSUED IN LIEU OF A PERMIT FROM THE

COUNTY OR OTHER LOCAL ENFORCING AGENCY.

5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE PROJECT’S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB’S SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, DATED FEBRUARY 2005, AND AS DIRECTED BY THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND/OR DTMB PROJECT DIRECTOR. THE DTMB SESC

INSPECTOR SHALL INSPECT THE SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.

6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON

COMMENCEMENT TO EARTHWORK ACTIVITIES.

7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING

WILL BE BASED ON SITE CONDITIONS.

8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS.

9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT PRACTICES.

10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. RECOMMEND

INSPECTING AND MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL

INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS.

11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS

POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION.

12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED.

13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO PREVENT SOIL EROSION AND SEDIMENTATION.

14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE PROPERTY OWNER.

15. STAGING AREAS TO BE STAKED BY CONTRACTOR PRIOR TO CONSTRUCTION FOR OWNER APPROVAL. AREAS DISTURBED BY

CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITIONS AS APPROVED BY OWNERS REPRESENTATIVE.

16. FOR ADDITIONAL SESC INFORMATION, REFER TO SPECIFICATION SECTION 00100, SECTION 31 25 00 AND APPENDIX III.

rprice Image rprice Image rprice

NGAS

EASE

LOW

LOWLOW

LOW

LOW LOW

LOW

EASE

EASE EASE

EASE

EASE EASE

EASE

EASE EASE

EASE

EASE EASE

EASE

1+00

2+00

3+00

4+00

5+00

6+00 7+00

: 1

+1 1.

: 2

+3 1.

: 3

+6 7.

: 4

+1 6.

: 4

+6 6.

: 5

+2 9.

: 5

+5 5.

: 7

+1 9.

588'

' E

C O

Q U

TRAIL NO. 2

S74° 09' 43.82"E136.08'

S79° 10' 50.38"E50.19' N77° 02' 05.46"E

26.90'

R = 1025.00' L = 120.27' ∆ = 6°43'23" T = 60.21'

R = 560.00' L = 49.05'

∆ = 5°01'07" T = 24.54'

R = 150.00' L = 62.27' ∆ = 23°47'04" T = 31.59'

R = 445.00' L = 163.62' ∆ = 21°03'59" T = 82.74'

N: 490720.8457 E: 26633274.8322

EL 601.8

POE STA 5+25

N: 490719.2274 E: 26633225.0940

EL 603.9

REF. B STA 4+75

N: 490733.3274 E: 26633151.4313

EL 603.9

REF. A STA 4+00

N: 490746.0639 E: 26633103.0925

EL 602.1

POB STA 3+50

EXISTING EDGE OF TRAIL

PROPOSED

EDGE OF

TRAIL, TYP

TRAIL CENTERLINE

BRIDGE

WATER LINE

(5-13-2021)

PROPOSED

TIMBER

ABUTMENT,

TYP

MDOT RIPRAP, PLAIN

18" THICK, TYP

PROPOSED WINGWALLS, TYP

50' TRANSITION FROM 8' WIDE

TRAIL TO 14' WIDE TRAIL, TYP

EACH SIDE OF BRIDGE

LIMITS OF WORK

(LOW) ZONE

POTENTIAL STAGING AREA.

COORDINATE FINAL STAGING

AREA LOCATION WITH

OWNER. MATTING REQUIRED

OVER GAS LINE.

GUARDRAIL APPROACH

AND DEPARTURE, TYP

1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25

3+50

3+75

4+00

4+25

4+50

4+75

5+00

5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

3+00

3+25

3+50

3+75

4+00

4+25

4+50

4+75

5+00

5+25

5+50

5+75

6+00

6+25

6+50

6+75

7+00

75'

-4.24%3.69% 0.00%

1EXISTING TRAIL SURFACE

PROPOSED TIMBER ABUTMENT, TYP

MDOT RIPRAP, PLAIN

18" THICK, TYP

WATER EL 593.5±

(5-13-2021)

EXISTING CHANNEL

PROPOSED DECK EL 603.9

100-YR WATER

SURFACE EL 600.7

PROPOSED LOW

BEAM EL 601.7

PROPOSED TRAIL SURFACE

MDOT AGGREGATE SURFACE

COURSE, 8 INCH, TYP

POE STA 5+25

EL 601.8

REF. B STA 4+75

EL 603.9

REF. A STA 4+00

EL 603.9

POB STA 3+50

EL 602.1

MDOT EMBANKMENT, CIP, TYP

\\MQT-PZCC-1\ W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Proposed-Conditions.dwg - 2/16/2022

MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT, AND

BUDGET

3111 WEST ST.

JOSEPH STREET

LANSING, MI 48917

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

NO DATE ISSUE/REVISION APP

0 2/22/2022 FOR BID RLP

For Bid

SHEET NAME SHEET NO.

MILLECOQUINS

TRAIL PLAN AND PROFILE C-07If this scale bar

1" then drawing is not original scale.

Attention:

0 1"

DRAFT

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

SAP

GMM

SAP

Approved: RLP

6201064338

2101498

PLAN

SCALE: 1" = 20'-0"

PROFILE

SCALE: 1" = 20'-0"

SCALE, FEET

20 40

SCALE, FEET

20 40 rprice Image rprice Image rprice

10' EASEMENT10' EASEMENT

VARIES VARIES

EXISTING GROUND

MILLECOQUINS

TRAIL NO. 2

EXISTING

EXISTING SAND AND GRAVEL

TWO-TRACK TRAIL SURFACE

10' EASEMENT10' EASEMENT

VARIES 4' TO 7'

EXISTING

GROUND

MILLECOQUINS

TRAIL NO. 2

EXISTING

VARIES 4' TO 7'

TOPSOIL SURFACE, FURN, 6 INCH

MDNR BMP SEED MIXTURE USING NATIVE

PLANTS (OR APPROVED EQUAL)

MULCH AND MULCH ANCHORING

MDOT EMBANKMENT, CIP

MAX 3H:1V, TYP

PROPOSED

TRAIL

SURFACE

MDOT AGGREGATE

SURFACE COURSE, 8 INCH

GEOTEXTILE LINER,

(TOE IN EACH END)

INCLUDED IN MDOT

RIPRAP, PLAIN

18" MIN. THICKNESS

STREAM

BOTTOM

MINIMIZE VOIDS BY SELECT

PLACEMENT OF OPTIMUM STONE

SIZES FROM THE RIPRAP

GRADATION SPECIFIED

BLANKETS/MATS

INSTALLED

HORIZONTALLY

ACROSS SIDE

SLOPES

TAMP SOIL OVER

MAT/BLANKET

MAX ANGLE

15 DEG.

FABRIC

FOLD

6 INCH

WOOD STAKE

CONSTRUCTION

FORM

DIRECTION OF FLOW

NOTES:

1. SLOPE SURFACE SHALL BE FREE OF

ROCKS, CLODS, STICKS AND GRASS.

MATS/BLANKETS SHALL HAVE GOOD

SOIL CONTACT

2. APPLY PERMANENT SEEDING

BEFORE PLACING BLANKETS

3. LAY BLANKETS LOOSELY AND STAKE

TO MAINTAIN DIRECT CONTACT WITH

THE SOIL. DO NOT STRETCH.

4. ALL FABRIC FORMS WILL BE

LAPPED IN AN UPSTREAM TO

DOWNSTREAM DIRECTION.

1 38"

3' BETWEEN STAKES

4" MIN OVERLAP

FOLDING CONTINUOUS SHEET FABRIC AT BENDS

SHEET FABRIC AT BENDS

WOOD STAKES

24'-6"

EXISTING GROUND

6" X 6" X 6'

PRESSURE

TREATED WOOD

POST (TYP.)

INSTALLED 4' O.C.

SCREWED TO

NORTH WINGWALLS

3" X 8" PRESSURE

TREATED RUNNER (TYP.)

8" DIA. GALVANIZED THROUGH BOLTS (TYP.)

\\MQT-PZCC-1\ W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Typical-Sections.dwg - 2/17/2022

MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT, AND

BUDGET

3111 WEST ST.

JOSEPH STREET

LANSING, MI 48917

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

NO DATE ISSUE/REVISION APP

0 2/22/2022 FOR BID RLP

For Bid

SHEET NAME SHEET NO.

MILLECOQUINS

TYPICAL SECTIONS AND

DETAILS C-08If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

DRAFT

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

SAP

GMM

SAP

Approved: RLP

6201064338

2101498

EXISTING TYPICAL TRAIL SECTION

PROPOSED TYPICAL TRAIL SECTION

RIPRAP TOE HEADER DETAIL

NOT TO SCALE

NOTES:

1. MICHIGAN DEPARTMENT OF NATURAL RESOURCES (MDNR) BEST

MANAGEMENT PRACTICES (BMP) SEED MIXTURE USING NATIVE PLANTS.

2. SEEDING RATE AS LISTED.

3. MULCH WITH STRAW ON SLOPES LESS THAN 2:1 PER MDOT 2020

SPECIFICATIONS 816.03.E

4. USE NAG C125BN OR EQUAL MULCH BLANKET ON SLOPES 2:1 OR GREATER

PER MDOT 2020 SPECIFICATIONS. SEE DETAIL 1.

NOT TO SCALE

- MULCH BLANKET

DETAIL

2 4

SCALE, FEET

2 4

SCALE, FEET

MDNR BMP SEED MIXTURES USING NATIVE PLANTS

MIX TYPE COMMON NAME RATE (LBS/ACRE)

COOL SEASON

CANADA WILD-RYE 4

WILD VIRGINIA-RYE 5

ANNUAL RYE 5

WARM SEASON

BIG BLUESTEM 4

INDIAN GRASS 3

SWITCHGRASS 1

NOTE: FOR THE UPPER PENINSULA, SUBSTITUTE LITTLE BLUESTEM FOR INDIAN GRASS.

NOT TO SCALE

- GUARDRAIL APPROACH & DEPARTURE

DETAIL

rprice Image rprice Image rprice

NGAS

EASE

EASE EASE EASE

EASE

EASE EASE

EASE

SB-1

3+00

4+00

5+00

6+00

12" DIA TIMBER PILE, TYP

MDOT RIPRAP, PLAIN

18" THICK, TYP

EDGE OF PROPOSED

MDOT AGGREGATE

SURFACE COURSE, 8 INCH

TIMBER WINGWALL, TYP

TIMBER BACKWALL, TYP

TRAIL CENTERLINE

BRIDGE

WATER LINE

(5-13-2021)

REF. A STA 4+00

EL. 603.9

REF. B STA 4+75

EL. 603.9

' T

MDOT SIGN OM3-R (12X36) TYPE III OBJECT MARKER

SIGN, TYPE IIIA

MDOT SIGN R12-1 (24X30) 15 TONS

SIGN,…

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