21024 Drawings 1 of 2.pdf

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Barry

Ottawa

Lake

Oscoda

Montmorency

Berrien

Gogebic

Washtenaw

Leelanau

Grand Traverse

Kalamazoo

Monroe

Clinton

Chippewa

Hillsdale

Benzie

Livingston

St. ClairShiawassee

Van Buren

Lenawee

Wayne

Sanilac

Ingham

Oakland

MissaukeeManistee

Muskegon

Luce

Roscommon

Jackson

Antrim

Cass

Eaton

Midland

Mackinac

Gratiot

Emmet

Arenac

Bay

Gladwin

Cheboygan

Branch

Osceola

Charlevoix

Houghton

Keweenaw

Allegan

Alcona

Presque Isle

Genesee

Marquette

Clare

Alpena

Menominee

Mason

Kalkaska

Lapeer

Isabella

Delta

BaragaOntonagon

Iron

St. Joseph

Saginaw

Montcalm

Kent

Crawford

Wexford

Mecosta

Otsego

Calhoun

Oceana

Tuscola

Dickinson

Macomb

Newaygo

Alger

Schoolcraft

Ionia

Iosco

Huron

Ogemaw

SCHULTZ, ALEX W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Cover-Sheet.dwg - 2/22/2022

MILLECOQUINS TRAIL NO. 2 BRIDGE

BRIDGE REPAIR

FILE NUMBER - 751/21024.TAP

MACKINAC COUNTY, MI

T43N, R09W, SECTION 18

GEI PROJECT NO. 2101498

JANUARY 26, 2022

SITE

SITE

SITE

FOR BID

DRAFT

DWG. NO.DWG. NO.

SHEET NO.

REV NO.

G-01

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE

PROPERTY OF GEI CONSULTANTS AND IS NOT TO BE USED, IN WHOLE

OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN

AUTHORIZATION OF GEI CONSULTANTS.

STATE MAP

(NOT TO SCALE)

COUNTY MAP

(NOT TO SCALE)

SITE LOCATION MAP

(NOT TO SCALE)

PREPARED FOR:

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT,

AND BUDGET

PROJECT DIRECTOR: TOM PAWLOWSKI

3111 WEST ST. JOSEPH ST

LANSING, MI 48917

(517)242-0973

Consultants

PREPARED BY:

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

NO. DATE ISSUE/REVISION APP

0 2/22/2022 FOR BID RLP

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

SHEET INDEX

DWG.

NO. DESCRIPTION

G-01 COVER SHEET AND SITE LOCATION

G-02 LEGEND AND GENERAL DETAILS

C-01 EXISTING PLAN AND PROFILE

C-02 SOIL BORING LOG

C-03 EXISTING SUPERSTRUCTURE (FOR INFORMATION ONLY)

C-04 SITE ACCESS PLAN

C-05 TRAFFIC CONTROL PLAN

C-06 DEMOLITION AND SESC PLAN

C-07 TRAIL PLAN AND PROFILE

C-08 TYPICAL SECTIONS AND DETAILS

S-01 ABUTMENT PLAN AND ELEVATION

S-02 ABUTMENT SECTIONS

S-03 PILE LAYOUT PLAN

S-04 ABUTMENT DETAILS (SHEET 1 OF 2)

S-05 ABUTMENT DETAILS (SHEET 2 OF 2)

S-06 DECK REPLACEMENT PLAN AND DETAILS

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INDICATES DETAIL NUMBER

INDICATES DRAWING NUMBER ON WHICH SECTION IS DRAWN

SECTION

INDICATES SECTION DESIGNATION

SECTION AND DETAIL LEGEND

INDICATES DRAWING NUMBER

ON WHICH DETAIL IS DRAWN

TYPICAL DTMB SESC DETAILS

\\MQT-PZCC-1\ W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Legend-and-General-Details.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

TRAIL NO. 2

BRIDGE

BRIDGE REPAIR

GENERAL NOTES:

1. CONTRACTOR TO COORDINATE UTILITY IDENTIFICATION WITH MISSDIG PRIOR TO START OF

CONSTRUCTION. PROTECTION OF EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, IS THE

RESPONSIBILITY OF THE CONTRACTOR.

2. APPROXIMATE LOCATION OF UNDERGROUND UTILITY OWNED BY TC ENERGY IS SHOWN ON THE SITE

PLANS.

2.1. PRESENCE OF TC ENERGY REPRESENTATIVE (SEAN FENELEY, 906-291-0146) IS REQUIRED FOR ANY

GROUND DISTURBANCE WITHIN 25-FT OF PIPE.

2.2. CONTRACTOR MUST HYDRO-VAC OR HAND EXPOSE TC ENERGY’S PIPELINE PRIOR TO USE OF

MECHANICAL EQUIPMENT WITHIN 15-FT OF PIPELINE.

5. PLAN ELEVATIONS REFER TO NAVD 88.

6. CONTRACTOR TO APPLY FOR AND OBTAIN DTMB SOIL EROSION AND SEDIMENTATION (SESC)

CONSTRUCTION PERMITS. CONTRACTOR TO FURNISH PROOF OF PERMITS TO OWNER PRIOR TO START

OF CONSTRUCTION.

7. SESC MEASURES TO BE IN PLACE PRIOR TO ANY EXCAVATION ACTIVITIES.

8. WATER LEVEL IS SUBJECT TO CHANGE. MAKE A DETERMINATION OF WATER LEVELS THAT MAY EXIST

DURING CONSTRUCTION.

9. IMPLEMENT MEASURES TO PREVENT DEBRIS FROM FALLING FROM THE STRUCTURE. IF DEBRIS FALLS

INTO THE WATERWAY, REMOVE IT WITHIN 24 HOURS. SINCE DISTURBANCE OF THE WATERWAY BOTTOM MAY BE AS HARMFUL AS THE DEBRIS ITSELF, THE PREVENTIVE MEASURES MUST BE EFFECTIVE.

10. TEMPORARILY STORED EXCAVATED MATERIAL SHALL NOT BE ALLOWED TO ERODE INTO THE

WATERCOURSE.

11. CONTRACTOR TO PROVIDE SIGNS AND BARRICADES TO RESTRICT PUBLIC ACCESS TO ALL

CONSTRUCTION ZONES.

12. MDOT REFERS TO MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR

CONSTRUCTION.

13. COMPLY WITH ALL PROVISIONS OF THE US ARMY CORPS OF ENGINEERS / MI EGLE JOINT PERMIT

FURNISHED BY OWNER.

14. A COFFERDAM DESIGN HAS NOT BEEN PROVIDED FOR ABUTMENT AND RIPRAP INSTALLATION. OTHER MEANS OF WATER CONTROL MAY BE USED, AS APPROVED BY THE ENGINEER, PROVIDED THEY DO NOT DISTURB THE STREAM BED. WATER CONTROL FOR ABUTMENT AND RIPRAP INSTALLATION, WHETHER IT BE BY COFFERDAM OR OTHER APPROVE MEANS, WILL BE INCLUDED BY THE CONTRACTOR IN THE ITEM

"SOIL EROSION AND SEDIMENTATION CONTROL"

10. WATER PUMPED FOR DEWATERING SHALL BE DISCHARGED INTO A FILTER BAG.

11. THE CONTRACTOR IS TO EXERCISE CARE TO AVOID EXCESSIVE SILTING OF THE STREAM DURING

CONSTRUCTION. PROVISIONS SHALL BE MADE FOR CONTROL OF EROSION ON SHOULDERS AND SLOPES

BY MEANS OF SEEDING, SODDING, OR OTHER METHODS ALLOWED BY EGLE PERMIT.

12. PLACE GEOTEXTILE LINER ON ALL SLOPES PRIOR TO PLACING RIPRAP.

13. THE CONTRACTOR MUST COMPLETE ALL STAKING AND LAYOUT IN ACCORDANCE WITH MDOT 2020

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

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

LEGEND AND GENERAL

DETAILS G-02NOT TO SCALE

Base Bid Estimated Quantities MDOT Item # Description Unit Quantity

N/A Mobilization/Demobilization LS 1 2010001 Clearing AC 0.1

N/A Temporary Superstructure Removal LS 1 N/A Selective Structure Demolition LS 1

2050010 Embankment, CIP CY 260 2050016 Excavation, Earth CY 50 2060002 Backill, Structure, CIP CY 100 2060010 Excavation, Fdn CY 100 2080014 Erosion Control, Filter Bag Ea 2 2080036 Erosion Control, Silt Fence Ft 150 2080044 Erosion Control, Turbidity Curtain, Shallow Ft 120 3060012 Aggregate Surface Cse, 8 inch SY 130 7050002 Pile Driving Equipment, Furn LS 1 7050010 Pile, Treated Timber, Furn FT 475 7050011 Pile, Treated Timber, Driven FT 475 7050015 Test Pile, Treated Timber Ea 1 7090010 Hardware, Misc. LS 1 7090030 Timber and Lumber, Treated, Furn and Place TBF 5

Timber Cap TBF 0.4 Timber Backwall TBF 0.6 Timber Wingwalls TBF 0.8 Timber Deck TBF 3.2

8070050 Guardrail Approach & Departure EA 2 8100371 Post, Steel, 3 lb FT 60 8100403 Sign, Type III, Rem EA 4 8100404 Sign, Type IIIA SF 12 8100405 Sign, Type IIIB SF 10 8120012 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn EA 18 8120013 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper EA 18 8120350 Sign, Type B, Temp, Prismatic, Furn SF 72 8120351 Sign, Type B, Temp, Prismatic, Oper SF 72 8120352 Sign, Type B, Temp, Prismatic, Spec, Furn SF 25 8120353 Sign, Type B, Temp, Prismatic, Spec, Oper SF 25 8130010 Riprap, Plain SY 150 8160025 Mulch SY 280 8160026 Mulch Anchoring SY 280 8160064 Topsoil Surface, Furn, 6 inch SY 280 8160079 Topsoil Surface, Salv, 6 inch SY 300

N/A Seed SY 280 8240001 Contractor Staking LS 1

N/A Utility Vibration Monitoring LS 1 N/A Contingency, 20% max. LS 1

LINETYPE LEGENDSYMBOLS LEGEND

A S-02

WATER LINE

TREE LINE

GAS LINE NGAS NGAS

EDGE OF TRAIL

TRAIL CENTERLINE

BRIDGE RAILING

GGAS MARKER

SIGN

EASEMENT EASE EASE

SB-1

SOIL BORING

HATCH LEGEND

CLEARING LIMIT

EDGE OF TRAIL

TRAIL CENTERLINE

TURBIDITY CURTAIN

SIGN

TIMBER PILE

SILT FENCE SFSF

MAJOR CONTOUR

MINOR CONTOUR

RIPRAP

EXISTING

PROPOSED

EXISTING

PROPOSED

PROPOSED

S-04

ENGINEER'S ESTIMATED QUANTITIES ARE FOR REFERENCE ONLY. BIDDER MUST

VERIFY ALL QUANTITIES PRIOR TO BIDDING. THIS LIST MAY NOT BE ALL INCLUSIVE.

VIBRATION MONITORING

1. THE CONTRACTOR SHALL PROVIDE PORTABLE SEISMOGRAPHS FOR MONITORING

THE VELOCITIES AND FREQUENCIES OF GROUND VIBRATIONS RESULTING FROM

CONSTRUCTION ACTIVITIES.

1.1. SEISMOGRAPHS SHALL HAVE A TRIAXIAL GEOPHONE WITH A MINIMUM RANGE

UP TO 10 IN/SEC, A MAXIMUM RESOLUTION OF 0.01 IN/SEC, AN ACCURACY OF

+/- 5%, AND A MINIMUM FREQUENCY RANGE OF 2 TO 250 HZ.

1.2. SEISMOGRAPHS SHALL HAVE CONTINUOUS / HISTOGRAM MODE CAPABILITY

FOR RECORDING VIBRATIONS. HISTOGRAM MODE MUST INCLUDE

FREQUENCIES OF EACH PEAK VIBRATION.

1.3. FACTORY CALIBRATION: PROVIDE FACTORY CALIBRATION RECORDS FOR

EACH SEISMOGRAPH. RECALIBRATE EACH SEISMOGRAPH AT LEAST ONCE

EVERY 12 MONTHS.

2. INSTALLATION:

2.1. INSTALL SEISMOGRAPHS IN ACCORDANCE WITH MANUFACTURER’S

INSTALLATION INSTRUCTIONS.

2.2. FIRMLY MOUNT SEISMOGRAPHS ON A SURFACE SLAB OF CONCRETE OR

ASPHALT, FIRMLY SET THEM IN UNDISTURBED SOIL, OR RIGIDLY ATTACH

THEM TO THE STRUCTURE OF BUILDINGS.

3. MONITORING:

3.1. MONITORING SHALL BE PERFORMED CONTINUOUSLY DURING TIMBER PILE

INSTALLATION AND FILL PLACEMENT ACTIVITIES.

3.2. BASELINE READINGS SHALL BE ESTABLISHED PRIOR TO ANY TIMBER PILE

INSTALLATION OR FILL PLACEMENT.

3.3. MONITORING DATA SHALL BE TRANSMITTED DIGITALLY ON A DAILY BASIS TO

THE ENGINEER.

3.4. INCLUDE DATA IN BOTH GRAPHICAL AND TABULAR FORMATS.

4. WHEN MONITORING IS COMPLETE, IF SEISMOGRAPHS ARE ATTACHED TO

STRUCTURES, REMOVE THE SEISMOGRAPHS AND PATCH HOLES IN STRUCTURES

AutoCAD SHX Text

TURBIDITY CURTAIN

AutoCAD SHX Text

MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF

AutoCAD SHX Text

MANAGEMENT AND BUDGET

AutoCAD SHX Text S61

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ANCHOR OR STAKES

AutoCAD SHX Text

CURTAIN MATERIAL

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FLOW

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STREAM BANK

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STREAM BANK

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FLOTATION

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DEPTH ACCORDING TO NEED

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NYLON REINFORCED VINYL

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1/4" CHAIN

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5/8" POLYPROPYLENE ROPE*

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STANDARD SYMBOL

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PLAN VIEW

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PROFILE

AutoCAD SHX Text

PROFILE - CURTAIN DETAIL

AutoCAD SHX Text

* JOINTS VARY DEPENDING ON TYPE OF WATERBODY AND VELOCITY OF WATERFLOW.

AutoCAD SHX Text NOTES: TYPE OF TURBIDITY CURTAIN TO BE DETERMINED BY A QUALIFIED ENGINEER or CPESC.

AutoCAD SHX Text

FLOTATION DEVICE

AutoCAD SHX Text 12"

AutoCAD SHX Text

WATER SURFACE

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

ADAPTED FROM: AERO-FLO CANVAS PRODUCTS, INC.

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NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

NGAS

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

G

G

G

G

FL

O

W

LO

W

ER

M

IL

LE

C O

Q U

IN

S

R

IV

ER

TRAIL NO. 2

TREE LINE

36" DIA PIPE

TC ENERGY GAS LINE,

SEE SUPPLEMENTARY

CONDITIONS

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE EASE EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE

EASE EASE

EASE

EASE

EASE

EASE

SB-1

EXISTING BRIDGE

SEE SHEET C-03

GAS MARKER, TYP

4'

3'

SIGN, TYP

' T

R

AI

L

EA

SE

M

EN

T3+00

4+00

5+00

6+00

8' T

YP

EDGE OF TRAIL

TRAIL CENTERLINE

EXISTING SAND

AND GRAVEL

TWO-TRACK

TRAIL SURFACE

SEE SHEET C-02

WATER LINE

(5-13-2021)

EXISTING ABUTMENT (BELOW), TYP

EXISTING STAIRS

EXISTING PLATFORM

11'

9'

APPROXIMATE

TC ENERGY

EASEMENT

VERIFY GAS LINE DEPTH OF BURY. PROVIDE SUFFICIENT COVER AND

PROTECTION PER TC ENERGY AND STATE REQUIREMENTS. CONTACT AND

COORDINATE WITH TC ENERGY FOR WORK NEAR GAS LINES. COMPLETE

WORK NEAR GAS LINES ACCORDING TO TC ENERGY REQUIREMENTS.

EL

EV

AT

IO

N

FE

ET

EL

EV

AT

IO

N

FE

ET

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

EXISTING CHANNEL WATER EL 593.5±

(5-13-2021)

EXISTING STEEL W24X68

LOW BEAM EL 597.2±

EXISTING SAND AND GRAVEL

TWO-TRACK TRAIL SURFACE

EXISTING ABUTMENT, TYP

TIMBER MATS 12”x48”x16’

75'

EXISTING 3" TIMBER DECK EL 599.5±

\\MQT-PZCC-1\ W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Existing-Conditions.dwg - 12/16/2021

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

EXISTING PLAN AND

PROFILE 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 20PROFILE

SCALE: 1" = 10'-0"

C-01

NOTES:

1. GAS LINE LOCATION INFORMATION PROVIDED BY

TC ENERGY. CONTRACTOR SHALL FIELD VERIFY

LOCATION OF GAS LINE PRIOR TO CONSTRUCTION.

SCALE, FEET

10 20

PROPERTY OWNER:

HIAWATHA SPORTSMAN'S CLUB

PROPERTY OWNER:

HIAWATHA SPORTSMAN'S CLUBPROPERTY OWNER:

HIAWATHA SPORTSMAN'S CLUB

PROPERTY OWNER:

HIAWATHA SPORTSMAN'S CLUB

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\\MQT-PZCC-1\ W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Soil-Boring.dwg - 10/20/2021

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

SOIL BORING LOG C-02If 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

ESTIMATED BOTTOM OF PILES, EL. 575.7

MINIMUM PILE PENETRATION, EL. 575.7

NOTE: THE SOIL BORING LOG REPRESENTS POINT

INFORMATION. PRESENTATION OF THIS INFORMATION

IN NO WAY IMPLIED THAT SUBSURFACE CONDITIONS

ARE THE SAME AT LOCATIONS OTHER THAN THE EXACT

LOCATION OF THE BORING. SEE SHEET C-01 FOR SOIL

BORING LOCATION.

NOT TO SCALE

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EXISTING

SUPERSTRUCTURE

(FOR INFORMATION

ONLY)

C-03If 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 \\MQT-PZCC-1\ W:\DTMB\2101498_Millecoquins Trail No. 2 Bridge Repair\00_CAD\Design\Sheets\Existing-Plan.dwg - 10/19/2021

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

NOTES:

1. HAND-DRAWN SKETCH OF THE BASIC FRAMING WAS

PROVIDED BY ADM WELDING AND FABRICATION (ADM)

OF WARREN, PENNSYLVANIA, 1995.

2. THE PRIMARY STRUCTURE CONSISTS OF SEVEN (7)

W24X68 GRADE 50 STEEL STRINGERS SPACED AT

2’ 3-5/16” ON CENTER. THE BRIDGE DECK CONSISTS OF

3-INCH TIMBER PLANKS THAT ARE HELD IN PLACE BY A

STEEL ANGLE ALONG EACH SIDE OF THE BRIDGE AND A

STEEL TEE ALONG THE CENTER OF THE BRIDGE.

3. PER MANUFACTURER, THE "4 BEAM SECTION" (BEAMS 1,

2, 5, 6) HAS A TOTAL WEIGHT OF APPROXIMATELY 33K.

NOT TO SCALE

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