MDNR HOTGTI Dwgs for Bidding Vol 1.pdf

PDF 15 MB Posted Jan 3, 2025

Attached to: 751/18297. ABG; Heart of the Great Turtle Island
Solicitation number: RFQ 171 250000000087 5
Issued by: Lenawee County, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This document is a set of bidding drawings for the Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising project, prepared by the State of Michigan Department of Technology, Management and Budget (DTMB) for construction at Father Marquette National Memorial in St. Ignace, Michigan (592 Boulevard Drive, Moran Township, Michigan 49781). The project comprises two main components: a Learning Commons building and Powwow Grounds, with associated site work including civil, landscape, architectural, structural, mechanical, plumbing, and electrical systems. The bidding drawings include existing conditions plans, soil erosion and sedimentation control plans, demolition plans, layout and materials plans, grading plans, utilities and stormwater management plans, site details, landscape plans, and structural, electrical, mechanical, and plumbing drawings. The project involves removal of existing features, installation of new infrastructure including water mains, sanitary sewer lines, sanitary forcemains, electrical service, and site construction with parking, pavement, curbing, and landscape restoration. Professional design services are provided by Beckett & Raeder, Inc. (landscape architecture and civil engineering), Structural Design, Inc. (structural), D.J. & Associates, Inc. (mechanical/plumbing), and Montero Enterprises, Inc. (electrical). The documents were issued for bidding on November 20, 2024, with a project site location at Boulevard Drive near Father Marquette National Memorial.

The drawings specify compliance with Michigan Natural Resources and Environmental Protection Act Part 91 and soil erosion and sediment control requirements, including weekly inspections by certified storm water management operators and daily contractor inspections. The project requires obtaining a SESC permit and LARA building permit from DTMB/BRI and the contractor. Site preparation includes calling Miss Dig at least three working days prior to construction, protection of existing utilities, removal of topsoil and organic material from building and paved areas, and restoration of all disturbed turf areas. The contractor is responsible for establishing stabilized construction access points, maintaining erosion control measures throughout construction, and ensuring all disturbed areas are stabilized within five calendar days after final grading. Utility work includes installation of 3-inch water mains (380 feet), 2-inch water services (820 feet), 2-inch PVC sanitary forcemains (255 feet), 4-inch PVC sanitary sewer lines, underground electrical service, and natural gas service. Pavement specifications include standard-duty concrete pavement with integral curbs, asphalt paving in select areas, and gravel pavement, with all work completed in conformance with current ADA standards including accessible parking stalls, barrier-free ramps, and accessible water fountains and hose bibs.

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Other files

File	Type	Posted
12-18297 DTMB Addendum 3.pdf	PDF	Jan 3, 2025
12-18297 DTMB Addendum 1 - 2024-12-10.pdf	PDF	Jan 3, 2025
12-18297 DTMB Addendum 2 - 2024-12-12.pdf	PDF	Jan 3, 2025
751 18297 ABG HOTGTI Addm 4.pdf	PDF	Jan 3, 2025
MDNR HOTGTI Dwgs for Bidding Vol 2.pdf	PDF	Jan 3, 2025
00 Bid Advertisement - HOTGTI 751 18297 ABG.pdf	PDF	Jan 3, 2025
MDNR HOTGTI Specs for Bidding.pdf	PDF	Jan 3, 2025

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Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising Date Issued: November 20, 2024

Bidding

Location Maps

NTS

535 West William, Suite 101

Planning, Engineering and Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Environmental Services

Overall Vicinity Map Site Plan Vicinity Map

File Number: 751/18297.ABG Index Number: 2500 Moran Township, Michigan 49781

Permits Required SESC Permit - DNR/BRI & Contractor LARA Building Permit - DNR/BRI & Contractor

Landscape Architect / Civil EngineerAgency and Project Director

Contacts Christy Summers 734.663.2622 csummers@bria2.com

Project Site Location 592 Boulevard Drive, St. Ignace, MI 49781

Architect

Lake Michigan

Lake Huron

Mackinac Island

PROJECT

SITE

Bois Blanc Island

Cecil

Mackinaw City

Chain Lake

I75

M ac ki na w H w y

W ild er ne ss P ar k

State Hwy 2

State Hwy 23

Chain Lake

Lake Huron

PROJECT SITE

Father Marquette National Memorial

I75

Old Portage Trail

State Hwy 2

I75

Ferry Ln Straits State Park

St Ignace

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

Key Plan

LC Learning Commons Project

PW Powwow Grounds Project

PROJECT SITE

Father Marquette National Memorial

Structural Structural DesIgn, Inc.

Mechanical / Plumbing 9.). & Associates, Inc.

275 East Liberty Ann Arbor, MI 48104 734-213-6091

4444 Wyman Road Tipton, MI 49287 517-431-3732 Contact: Colby Benbow

Electrical Montero Enterprises, Inc.

3475 Jeanette Drive Chelsea, MI 48118 734-475-3592 Contact: Al Montero, P.E.

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SHEET INDEX

Powwow Grounds Project

Civil / Landscape Architecture C�� P: E[isting Conditions Plan C�� P: Soil Erosion Sedimentation Control Plan C�� P: Demolition Plan C�� P: Layout Materials Plan C�� P: Grading Plan

C�� P: 8tilities	Stormwater Management Plan
C�� P: 8tilities Plan	ProIile
C�� P: 8tilities Plan	ProIile

L�� P: Landscape Plan

Electrical

E�� P: Site Electrical Plans 1otes E�� P: 5iser� Panel� Schedules� Electrical Details

Architectural

Entry Structure A�� ES Entry Structure )loor Plan Elevation A�� ES Entry Structure Details A�� ES Entry Structure PlatIorm Details

Drum Circle Structure A�� DS Drum Circle Structure )loor Plan Elevation A�� DS Drum Circle Structure Details

Cover Sheet Sheet ,nde[

Learning Commons Project

Civil / Landscape Architecture C�� LC E[isting Conditions Plan

C�� LC Soil Erosion	Sedimentation Control Plan
C�� LC Soil Erosion	Sedimentation Control Details

C�� LC Demolition Plan C�� LC Layout Materials Plan C�� LC Grading Plan C�� LC 8tilities Stormwater Management Plan C�� Site 8tilities Details C�� Site Details C�� Site Details L�� LC Landscape Plan

Architectural )�� LC Code Analysis G�� LC General ,nIormation A�� LC )irst )loor Plan A�� LC %asement )loor Plan A�� LC )irst )loor 5eIlected Ceiling Plan A�� LC %asement 5eIlected Ceiling Plan A�� LC 5ooI Plan A�� LC E[terior Elevation/ 1orth A�� LC E[terior Elevation/ :est A�� LC E[terior Elevation/ South A�� LC E[terior Elevation/ East A�� LC %uilding Section A�� LC %uilding Section A�� LC %uilding Section A�� LC %uilding Section at Entry A�� LC Entry Details A�� LC Details A�� LC Details A�� LC ,nterior Elevations A�� LC ,nterior Elevations A�� LC ,nterior Elevations A�� LC Door Schedule A�� LC :indow Schedule A�� LC ,nterior )inish Schedules

Structural S�� LC Structural General 1otes S�� LC Structural Details S�� LC )irst )loor Structural Plan S�� LC %asement )ooting )oundation Plan

Electrical E�� LC Electrical 1otes Details E�� LC %asement Lighting Plan E�� LC )irst )loor Lighting Plan

E�� LC %asement Power	Communications Plan
E�� LC )irst )loor Power	Communications Plan

E�� LC Mechanical Electrical Plans

Plumbing P�� LC Plumbing Schedules P�� LC Plumbing )irst )loor Plan P�� LC %asement Plumbing )loor Plan

Mechanical M�� LC Mechanical Schedules M�� LC Mechanical )irst )loor Plan M�� LC %asement Mechanical )loor Plan

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising Date ,ssued� 1ovember ��

%idding File Number: 751/18297.ABG Index Number: 2500 Moran Township, Michigan 49781

NORTH

Know what's below.

before you dig.Call

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF

CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S

OPERATIONS.

3. CONTOUR INTERVAL SHOWN IS 1-FOOT.

EXISTING CONDITIONS NOTES

BENCHMARK ENGINEERING INC.

Surveyors Civil Engineers

607 E. Lake St.

Harbor Springs, MI 49740

(231) 526-2119 benchmark607@gmail.com

SURVEY PREPARED BY: SURVEYOR NOTES

THE NATURAL RESOURCE CONSERVATION SERVICE SOIL

SURVEY INDICATES THE SITE IS COMPRISED OF

70B ST. IGNACE - ROCK OUTCROP COMPLEX, 35 TO

70 PERCENT SLOPES

SOIL TYPES

4020100

SCALE: 1" = 20'

EXISTING CONDITIONS LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING FLAG POLE

EXISTING CLEANOUT

EXISTING LARGE ROCK

EXISTING SIGN

EXISTING WATER FOUNTAIN

EXISTING TREES

1. THIS IS NOT INTENDED OR REPRESENTED TO BE A

LAND OR PROPERTY SURVEY. NO PROPERTY

CORNERS WERE SET AS PART OF THIS SKETCH. THE

PROPERTY DESCRIPTION WAS FURNISHED, AND NO

CHECK OF TITLE RELATIVE TO OWNERSHIP, GAPS,

OVERLAPS OR OCCUPATION HAS BEEN PERFORMED

AS PART OF THIS SKETCH.

2. BASIS OF BEARING IS BASED ON 1988 NAVD GPS

DATUM.

3. THIS IS A PROFESSIONAL OPINION CONCERNING

THE LOCATION OF THE PROPERTY BOUNDARIES

DEPICTED HEREON, BASED UPON THE APPROPRIATE

BOUNDARY LAW PRINCIPLES GOVERNED BY THE

FACTS AND EVIDENCE GATHERED AND EVALUATED

DURING THE COURSE OF THIS SURVEY.

MONUMENTS, THAT IN THE OPINION OF THIS

SURVEYOR REPRESENT THE TRUE AND CORRECT

CORNERS OF THE PROPERTY BEING SURVEYED,

HAVE BEEN FOUND OR SET AS INDICATED HEREON.

4. AS A PROFESSIONAL OPINION, THIS SURVEY

CARRIES WITH IT NO GUARANTEES OR

WARRANTIES, EXPRESSED OR IMPLIED.

5. THIS SURVEY IS NOT INTENDED TO BE USED IN

PLACE OF AN ALTA/NSPS LAND TITLE SURVEY, OR

TO BE USED TO REMOVE THE SURVEY EXCEPTIONS

OF A TITLE INSURANCE POLICY.

Existing Conditions Plan

C1.0 LC

Checked:

201923

Approved:

Drawn:

Issued forDates

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

90% Ph 500 Review11.08.24

1" = 20'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

LC Learning Commons

Learning Commons Project

Bidding11.20.24

M B

O U

A R

D D

FATHER MARQUETTE

NATIONAL MEMORIAL

EXISTING PUMP STATION

EXISTING TRASH CAN

EXISTING ELECTRIC BOX

EXISTING IRRIGATION CONTROL VALVE

EXISTING WARNING LIGHT

RESTROOM

EXISTING

PARKING

EXISTING

PARKING

TO BOULEVARD DR.

IL TO

INFORMATION

BOARD

EXISTING BENCH

EXISTING PARKING

O U

LEV

R D

D R

70B

EXISTING TREE-MASS LINE

Existing Conditions Plan

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FF FF

1. THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF MICHIGAN NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT 451 OF 1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT

CONTROL ACT.

2. PRIOR TO ANY SITE DISTURBANCE, INCLUDING DEMOLITION, CONTRACTOR SHALL PLACE EROSION CONTROL MEASURES ON ALL EXISTING STORM SEWER STRUCTURES AFFECTED BY WORK IN THIS CONTRACT. SUCH EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE.

3. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED

AND SHOWN ON PLANS.

4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE

AND LOCAL GOVERNING AUTHORITIES.

5. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

6. ALL EROSION AND SEDIMENT RESULTING FROM WORK ON SITE SHALL BE CONTAINED ON SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND

MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, RIVERS, OR PONDS.

7. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED

AND SHOWN ON PLANS.

8. CONTRACTOR SHALL PLACE INLET FILTER PROTECTION ON ALL STORM STRUCTURES AFFECTED BY THIS

PROJECT. .

9. ALL TEMPORARY SEDIMENT BASINS USED DURING CONSTRUCTION SHALL BE CLEANED AND ALL SEDIMENT LEGALLY DISPOSED OF PRIOR TO STABILIZATION. REMOVAL OF ALL FINES AND SEDIMENT IS CRITICAL IN AREAS

WHERE INFILTRATION PRACTICES SHALL BECOME PERMANENT BEST MANAGEMENT PRACTICE.

10. CONTRACTOR SHALL CLEAN DEBRIS FROM STREETS ON A DAILY BASIS AS NEEDED. STREETS SHALL BE SWEPT

WEEKLY.

SOIL EROSION & SEDIMENTATION CONTROL NOTES

SOIL EROSION & SEDIMENTATION CONTROL LEGEND

TREE PROTECTION FENCE

NORTH

Know what's below.

before you dig.Call

4020100

SCALE: 1" = 20'

C2.0 LC

Checked:

201923

Approved:

Drawn:

Issued forDates

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

90% Ph 500 Review11.08.24

1" = 20'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

LC Learning Commons

Learning Commons Project

Bidding11.20.24

FATHER MARQUETTE

NATIONAL MEMORIAL

Soil Erosion & Sedimentation Control Plan

LIMIT OF DISTURBANCE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED STABILIZED CONSTRUCTION ACCESS

FF PROPOSED FILTER FABRIC FENCE

MTDMB DUST CONTROL KEY SYSTEM: FOR USE ON

CONSTRUCTION SITES, UNPAVED ROADS, ETC. TO

REDUCE DUST AND SEDIMENTATION FROM WIND AND

CONSTRUCTION ACTIVITIES, IF NEEDED.

MTDMB SILT FENCE KEY SYSTEM: USE

ADJACENT TO CRITICAL AREAS, TO PREVENT

SEDIMENT LADEN SHEET FLOW FROM ENTERING

THESE AREAS.

MTDMB STABILIZED CONSTRUCTION ACCESS

KEY SYSTEM: USED AT EVERY POINT WHERE

CONSTRUCTION TRAFFIC ENTERS OR LEAVES A

CONSTRUCTION SITE. ALL CONSTRUCTION

ACCESS POINTS ARE NEW, IF NEEDED.

MTDMB PERMANENT SEEDING / SODDED KEY SYSTEM:

STABILIZATION METHOD UTILIZED ON SITES WHERE EARTH CHANGE

HAS BEEN COMPLETED (FINAL GRADING ATTAINED) (REFERENCE

SHEET WL-07 LANDSCAPE PLAN FOR PERMANENT SEEDING

LOCATIONS.)

NOTE: SEE SPECIFICATIONS FOR WRITTEN DESCRIPTION INSTALLATION AND MAINTENANCE.

S51

S53

MICHIGAN DEPARTMENT OF MANAGEMENT &

BUDGET SOIL EROSION & SEDIMENTATION

CONTROL LEGEND

S51

STABILIZED CONSTRUCTION

ACCESS C2.1LC

S53

S51

TREE PROTECTION

FENCE TYP. C2.1LC

FILTER FABRIC FENCE TYP.

C2.1LC

S51

TO BOULEVARD DR.

IL TO

O U

LEV

R D

D R

SOIL EROSION MAINTENANCE NOTES

1. PERMIT COMPLIANCE REQUIRES WEEKLY INSPECTIONS BY A CERTIFIED STORM

WATER MANAGEMENT OPERATOR AS WELL AS PERIODICAL INSPECTIONS WITHIN

24 HOURS OF ANY RAINFALL. THESE INSPECTIONS MAY RESULT IN

RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION

CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW.

INSPECTIONS TO BE PERFORMED BY CONTRACTOR.

2. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/ SILT TRACKED ONTO

EXISTING ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY

REMOVED BY THE CONTRACTOR.

3. CATCH BASIN INLET FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES

THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE

PERFORMED. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE

FILTER WILL REQUIRE REPLACEMENT.

4. SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND WEEKLY BY

CERTIFIED STORM WATER OPERATOR. IF REPAIRS OR REPLACEMENT IS

NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE

TRENCHED IN, BACK FILLED, AND STAPLED OR STAKED ACCORDING TO THE

MANUFACTURERS SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF

BUILT-UP SEDIMENT ACCUMULATES TO 1/2 THE HEIGHT OF THE FENCE.

CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL

THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY

PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY.

5. SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH

HAVE BEEN DAMAGED BY RUNOFF.

6. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL ON THE SITE THROUGHOUT

THE DURATION OF THE CONSTRUCTION PROCESS.

M B

O U

A R

D D

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AutoCAD SHX Text 2-8" C

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AutoCAD SHX Text 10" C

AutoCAD SHX Text 6" B

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AutoCAD SHX Text 8" B

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6" WP

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AutoCAD SHX Text 10" B

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18" WP

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AutoCAD SHX Text 10" B

AutoCAD SHX Text 12" C

AutoCAD SHX Text 3-6" C

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6" WP

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AutoCAD SHX Text 10" S

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AutoCAD SHX Text 6" C

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AutoCAD SHX Text

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AutoCAD SHX Text 8" B

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AutoCAD SHX Text 8" B

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AutoCAD SHX Text 6" C

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AutoCAD SHX Text 2-8" C

AutoCAD SHX Text 8" C

AutoCAD SHX Text 2-6" C

AutoCAD SHX Text 20" C

AutoCAD SHX Text 6" S

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16" WP

AutoCAD SHX Text 6" C

AutoCAD SHX Text 8" C

AutoCAD SHX Text 6" C

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AutoCAD SHX Text

8" WP

AutoCAD SHX Text 6" B

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AutoCAD SHX Text 12" C

AutoCAD SHX Text 4-10" C

AutoCAD SHX Text 8" C

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12" WB

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AutoCAD SHX Text 3-8" C

AutoCAD SHX Text 12" C

AutoCAD SHX Text 8" C

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12" WP

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3-6" WB

AutoCAD SHX Text

3-8" WB

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AutoCAD SHX Text 12" H

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AutoCAD SHX Text 12" A

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10" WB

AutoCAD SHX Text

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AutoCAD SHX Text 12"

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AutoCAD SHX Text 8" A 8" S

AutoCAD SHX Text

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AutoCAD SHX Text

MEMORIAL

AutoCAD SHX Text

STONE

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AutoCAD SHX Text 8" C

AutoCAD SHX Text 6" C

AutoCAD SHX Text C Clump

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AutoCAD SHX Text 8" C

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AutoCAD SHX Text 12" C

AutoCAD SHX Text 2-8"/14" C

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AutoCAD SHX Text 3-6" I

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8" WB

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12" WB

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15" CMP

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TASK

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SCHEDULE

INSPECT FOR SEDIMENT ACCUMULATION WEEKLY

REMOVAL OF SEDIMENT ACCUMULATION AS NEEDED AND PRIOR TO TURNOVER

INSPECT FOR FLOATABLES AND DEBRIS QUARTERLY

REMOVAL OF FLOATABLES AND DEBRIS QUARTERLY AND AT TURNOVER

INSPECT FOR EROSION WEEKLY

RE-ESTABLISH VEGITATION ON ERODED SLOPES AS NEEDED AND PRIOR TO TURNOVER

REPLACEMENT OF STONE AS NEEDED*

MOWING 0 TO 2 TIMES PER YEAR

INSPECT STRUCTURAL ELEMENTS DURING WET

WEATHER AND COMPARE TO AS-BUILT PLANS (BY

PROFESSIONAL ENGINEER)

ANNUALLY AND PRIOR TO TURNOVER

MAKE ADJUSTMENTS OR REPLACEMENTS AS

DETERMINED BY PRE-TURNOVER INSPECTION

AS NEEDED

X X X X X

X X X X X X

X X X

X X

X X X X X X X

X X X X X X X X X

XXX

MAINTENANCE SCHEDULE (DURING CONSTRUCTION BY GC)

1. THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH PARTS 31AND 91 OF ACT 451 OF 1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT CONTROL ACT.

2. PRIOR TO CONSTRUCTION A SOIL EROSION PERMIT SHALL BE OBTAINED FROM THE DTMB.

3. A COPY OF THE SOIL EROSION AND SEDIMENTATION CONTROL PLANS AND PERMIT AS WELL AS ALL INSPECTION LOGS SHALL BE KEPT ON-SITE AT ALL TIMES.

4. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT

DELAY.

5. THE CONTRACTOR SHALL CONDUCT ALL EXCAVATION, FILLING, GRADING, AND CLEANUP OPERATIONS IN A MANNER SUCH THAT SEDIMENT, GENERATED BY WIND OR WATER IS NOT DISCHARGED INTO ANY DRAINAGE DITCH, RIVER, LAKE, AIR, OR UNDERGROUND UTILITY SYSTEM. CONTRACTOR SHALL STAGE WORK TO MINIMIZE THE AREA OF EXPOSED SOIL, THEREBY REDUCING THE OPPORTUNITY

FOR SOIL EROSION.

6. CONSTRUCTION WILL BE PERFORMED IN PHASES. SOIL EROSION CONTROL MEASURES SHALL BE INSTALLED IN LOCATIONS TO PROTECT EACH PHASE OF CONSTRUCTION. RELOCATION AND ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED TO PROTECT EACH PHASE OF CONSTRUCTION. IN PARTICULAR, THE CONTRACTOR SHALL REPOSITION THE MUD TRACKING PAD FOR EACH PHASE OF

CONSTRUCTION.

7. A TRUCK WASHOUT AREA SHALL BE INSTALLED NEAR THE CONSTRUCTION ENTRANCE FOR EACH PHASE OF CONSTRUCTION. ALL TRUCKS LEAVING THE SITE SHALL BE WASHED DOWN. THE WASHOUT

AREA SHALL BE SURROUNDED BY SILT FENCE.

8. CONTRACTOR SHALL PLACE EROSION CONTROL MEASURES ON ALL EXISTING STORM SEWER STRUCTURES AFFECTED BY WORK IN THIS CONTRACT. SUCH EROSION CONTROL MEASURES SHALL BE

MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE.

9. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO COMMENCING CONSTRUCTION.

10. ALL SOIL STOCKPILE AREAS SHALL BE SURROUNDED WITH SILT FENCE TO PREVENT EROSION AND SEDIMENTATION.

11. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE MUD TRACKING SURFACE LOCATED AT THE CONSTRUCTION EXIT. ALL DIRT AND DEBRIS TRACKED ONTO PUBLIC ROADWAYS

SHALL BE CLEANED UP BY THE CONTRACTOR.

12. IF SEDIMENT EXTENDS BEYOND THE PROJECT LIMITS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND RESTORATION OF ALL SURFACES TO THE CONDITION THAT EXISTED PRIOR TO THE

CONTRACT AWARD.

13. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 12, 2026.