Addendum 1 751-22463.TAP Douglass-Houghton Falls.pdf

PDF 7 MB Posted Jun 16, 2025

Attached to: 751/22463. TAP; Douglass Falls Phase I Paving/Trail/Bridge
Solicitation number: RFQ 171 250000000435 3
Issued by: Houghton County, Michigan

About this file

Written by GovTribe AI · Mar 14, 2026

This is Addendum No. 1 to bidding documents issued by U.P. Engineers & Architects, Inc. on behalf of the Michigan Department of Natural Resources for the Houghton-Douglass Falls Veterans Memorial Scenic Site Phase I project located in Houghton County, Michigan. The project involves the construction of a trail system, bridge installation over Hammell Creek, parking area paving, signage, and a kiosk structure. Key clarifications provided in the addendum address bridge specifications (40 feet overall length with 4 feet clear width between handrails), trail alignment requirements, signage specifications (two permanent D7-7d signs and one R1-1 stop sign), and contractor responsibilities for staking and layout. A pre-bid meeting was held with an attendance record attached to the addendum. The contractor must acknowledge receipt of Addendum No. 1 on the bid form and shall bid the project as shown on the plans, with only minor alignment adjustments permitted during construction for slope optimization and issue avoidance.

The addendum includes specification additions regarding environmental restrictions, including a prohibition on work in Hammell Creek during September without written Department of Natural Resources permission and requirements to retain standing snags and cavity trees while avoiding tree cutting from June 1 through July 31 to protect endangered northern long-eared bats. An EGLE permit (WRP045330 v.1) issued June 4, 2025, authorizing installation of an 8-foot-wide by 40-foot-span clear span bridge is included with a five-year expiration date of June 4, 2030. The permit requires compliance with various environmental protections and conditions, including anchoring the bridge to prevent floatation during high water and ensuring bridge approach fills slope to natural ground elevations within ten feet of either end. Revised plan sheets address abutment details, kiosk foundation details, sidewalk dimensions, signage modifications, and truss shop drawing requirements, with alternate work including paving of the gravel parking area.

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Other files

File	Type	Posted
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Jun 16, 2025
2a 751-22463.TAP Douglass-Houghton Falls Plans 100 pct.pdf	PDF	Jun 16, 2025
Addendum 2 751-22463.TAP Houghton-Douglass Falls.pdf	PDF	Jun 16, 2025
1b 751-22463.TAP Douglass-Houghton Falls Specifications 100 pct-reduced.pdf	PDF	Jun 16, 2025
1a 751-22463.TAP Douglass-Houghton Falls Advertisment.pdf	PDF	Jun 16, 2025

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100 Portage Street Houghton, MI 49931

906-482-4810 • 800-562-7684 • Fax: 906-482-9799

Office also in:

Iron Mountain

Ishpeming Marinette Marquette

Sault Ste Marie

U.P. Engineers & Architects, Inc.

www.UPEA.com

ADDENDUM # 1

File No. 751/22463.TAP

Michigan Department of Natural Resources

Houghton - Douglass Falls Veterans Memorial Scenic Site

Houghton County, Michigan

This ADDENDUM NO. 1, issued on June 9, 2025 is to clarify, modify and/or change the original plans and specifications issued by U.P. Engineers & Architects, Inc. and is hereby made a part of the bidding documents.

Bidders are required to acknowledge receipt of this ADDENDUM NO. 1 on the appropriate place on the Bid Form.

Pre-Bid Meeting

1. Attendance Record is attached to this Addendum.

Contractor Questions

1. Q: I noticed that the drawings and specifications differ on the size of the bridge. The drawings call for a 40'0" long x 4'4" wide bridge. (The drawings show a 4'0" clear width, which translates to an extra 4" of width at deck level.) The Specifications call for a 42'0" long x 4'0" wide bridge.

A: The bridge shall be 40’-0” overall length (end to end) and 4’-0” clear between handrails as shown on sheet S101.

2. Q: Does the shape of the bridge need to match what is shown on sheet S101?

A: No, the final shape of the bridge will be determined by the manufacturer. The main requirements are the overall length, clear width between handrails, height of the handrails above the deck and spacing between handrails. All of these are shown on sheet S101.

3. Q: Will more stakes be added for the trail centerline during construction or is it the responsibility of the contractor to stake the trail?

A: It is the responsibility of the contractor to stake the trail for construction. The PSC will provide a CAD drawing to the selected contractor for staking and layout purposes.

4. Q: Can modifications be made to the trail to reduce some of the curves?

A: Contractor shall bid the trail as shown on the drawings. The trail alignment has been set to avoid tree cutting, rock excavation and provide the required slopes for ADA accessibility. Minor alignment adjustments may be implemented during construction to avoid issues or improve slopes as they come up, however, for bidding purposes, the trail shall be bid as shown on the plans.

5. Q: What kind of post are you expecting the “stop” sign to be installed on (MDOT standard #3 lb galvanized u-channel or 4” x 6” wood post in concrete foundation (it’s only a 24” stop sign)? I also just wanted to make sure that you weren’t expecting this one

ADDENDUM NO. 1

751-21126.JBB Houghton-Douglass Falls – Addendum #1 June 9, 2025 to be a bollard type like the handicap signs are (I don’t think that one would fly within the mdot right-away because that’s not break-a-way).

A: Stop sign R1-1 (Permanent Signs table on Sheet C102) shall be a 30”x30” sign installed on either a 4x6 breakaway post or galvanized U channel per MDOT requirements. See the MDOT permit under appendix IV of the specifications for sign requirements in the MDOT right of way. The bollard type sign as shown in detail

A5/C501 is only intended for the two (2) handicap parking signs.

6. Q: I also need to find out if your expecting 4 ea total of the larger signs (approach signs/access signs) or maybe 2 ea permanent and 2 ea temporary?

A: Only two (2) D7-7d signs are required. The word “scenic site” shall be removed from the signs shown on sheet C102 (they are shown correctly in detail A3 on sheet C501).

Also remove the “SIGN, TYPE B, TEMP, PRISMATIC, FURN & OPER” and “SIGN, TYPE B, TEMP, PRISMATIC, SPEC FURN & OPER” descriptions on the permanent signs table. All signs shown in the table are permanent.

Specifications

1. Add the following to the Special Working Conditions:

8. No work must be performed in Hammel Creek during the month of September without the written permission from the Department of Natural Resources. Work upland of the ordinary high water mark is allowed.

2. Add 9-gauge wire mesh rodent screens to the shop drawing submittal log.

3. Add the attached EGLE Permit under Appendix VI. Contractor shall note restrictions for tree cutting as outlined in the permit.

Plans (revised plan sheets attached)

1. C102: remove the words scenic site from signs (D7-7d), revise the size of the stop sign and total square footage, remove MDOT ‘temp sign’ descriptions.

2. S100: revised abutment plan, elevation, and sections with additional rebar and dimensions (A1, B1, D3, D5).

3. S100: contractor to install aluminum drip edge, add 2x6 beam at top of truss and add requirement for submittal of truss shop drawings (B3, B5).

4. S100: contractor shall cut and fit sandstone block to match kiosk foundation detail (D1).

Sidewalk and dimensions adjusted.

5. S100: revised kiosk foundation and sidewalk plan to reflect sawcut joints (A5). Sidewalk under kiosk to be included with alternate 1.

END OF ADDENDUM NO. 1

Attachments:

- Pre-bid Meeting Attendance Record

Bidding and Contract Document (R 03/25) Project Name: Houghton Douglass Falls – Phase I File No. 751/22463.TAP

Revision Date: 3/2025

APPENDIX VI

PERMITS

This notice must be displayed at the site of work.

Laminating this notice or utilizing sheet protectors is recommended.

Please refer to the above permit number with any questions or concerns.

NOTICE OF AUTHORIZATION

Permit Number: WRP045330 v. 1 Date Issued: June 4, 2025 Site Name: 31-Douglass Houghton Falls-Calumet Twp Expiration Date: June 4, 2030

The Michigan Department of Environment, Great Lakes, and Energy (EGLE), Water Resources Division, P.O. Box 30458, Lansing, Michigan 48909-7958, under provisions of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended; specifically:

Part 31, Floodplain Regulatory Authority of the Water Resources Protection.

Part 301, Inland Lakes and Streams.

Part 303, Wetlands Protection.

Part 315, Dam Safety.

Part 323, Shorelands Protection and Management.

Part 325, Great Lakes Submerged Lands.

Part 353, Sand Dunes Protection and Management.

Authorized Activity:

Install an 8-foot-wide by 40-foot-span clear span bridge with side rails over Hammell Creek. All work shall be completed in accordance with the attached plans and the terms and conditions of this permit.

To avoid adverse impacts to endangered northern long-eared bats (Myotis septentrionalis; NLEB), tree cutting activities associated with the project shall retain all standing snags and cavity trees. In addition, no tree cutting shall occur June 1 – July 31 to avoid impacts to NLEB during the non-volant pup season.

Authorized Under General Permit Category: GP C. Clear Span Bridge Waterbody Affected: Hammell Creek Property Location: Houghton County, Calumet Township, T56N R33W Sec 36

Permittee:

Michigan Department of Natural Resources 18350 State Highway Hancock, MI 49930

Matt Lubejko Marquette District Office Water Resources Division 906-250-3115

EGLE

WRP045330 v1.0

Approved Issued On:06/04/2025

Expires On:06/04/2030

MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY

WATER RESOURCES DIVISION

GENERAL PERMIT AUTHORIZATION

Issued To:

Michigan Department of Natural Resources Attn: Louise Hunt 18350 State Highway M-203 Hancock, MI 49930

Permit No.: WRP045330 v.1 Submission No.: HQ3-8H9S-2PH6J Site Name: 31-Douglass Houghton Falls-Calumet Twp Issued: June 4, 2025 Expires: June 4, 2030

This permit is being issued by the Michigan Department of Environment, Great Lakes, and Energy (EGLE), Water Resources Division, under the provisions of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (NREPA); specifically:

Part 301, Inland Lakes and Streams Part 323, Shorelands Protection and Management Part 303, Wetlands Protection Part 325, Great Lakes Submerged Lands Part 315, Dam Safety Part 353, Sand Dunes Protection and Management Part 31, Water Resources Protection (Floodplain Regulatory Authority)

EGLE certifies that the activities authorized under this permit are in compliance with the State Coastal Zone Management Program and certifies without conditions under the Federal Clean Water Act, Section 401 that the discharge from the activities authorized under this permit will comply with Michigan’s water quality requirements in Part 31, Water Resources Protection, of the NREPA and associated administrative rules, where applicable.

Permission is hereby granted, based on permittee assurance of adherence to State of Michigan requirements and permit conditions, to:

Authorized Activity:

Authorized Under General Permit Category: GP C. Clear Span Bridge Waterbody Affected: Hammell Creek

EGLE

WRP045330 v1.0

Approved

Michigan Department of Natural Resources 2 WRP045330 v.1

Property Location: Houghton County, Calumet Township, T56N R33W Sec 36

Authority granted by this permit is subject to the following limitations:

A. Initiation of any work on the permitted project confirms the permittee's acceptance and agreement to comply with all terms and conditions of this permit.

B. The permittee, in exercising the authority granted by this permit, shall not cause unlawful pollution as defined by Part 31 of the NREPA.

C. This permit shall be kept at the site of the work and available for inspection at all times during the duration of the project or until its date of expiration.

D. All work shall be completed in accordance with the approved plans and specifications submitted with the application and/or plans and specifications attached to this permit.

E. No attempt shall be made by the permittee to forbid the full and free use by the public of public waters at or adjacent to the structure or work approved.

F. It is made a requirement of this permit that the permittee give notice to public utilities in accordance with

2013 PA 174 (Act 174) and comply with each of the requirements of Act 174.

G. This permit does not convey property rights in either real estate or material, nor does it authorize any injury to private property or invasion of public or private rights, nor does it waive the necessity of seeking federal assent, all local permits, or complying with other state statutes.

H. This permit does not prejudice or limit the right of a riparian owner or other person to institute proceedings in any circuit court of this state when necessary to protect his rights.

I. This permit shall not be assigned or transferred without the written approval of EGLE.

J. Failure to comply with conditions of this permit may subject the permittee to revocation of permit and criminal and/or civil action as cited by the specific state act, federal act, and/or rule under which this permit is granted.

K. All dredged or excavated materials shall be disposed of in an upland site (outside of floodplains, unless exempt under Part 31 of the NREPA, and wetlands).

L. In issuing this permit, EGLE has relied on the information and data that the permittee has provided in connection with the submitted application for permit. If, subsequent to the issuance of a permit, such information and data prove to be false, incomplete, or inaccurate, EGLE may modify, revoke, or suspend the permit, in whole or in part, in accordance with the new information.

M. The permittee shall indemnify and hold harmless the State of Michigan and its departments, agencies, officials, employees, agents, and representatives for any and all claims or causes of action arising from acts or omissions of the permittee, or employees, agents, or representative of the permittee, undertaken in connection with this permit. The permittee's obligation to indemnify the State of Michigan applies only if the state: (1) provides the permittee or its designated representative written notice of the claim or cause of action within 30 days after it is received by the state, and (2) consents to the permittee's participation in the proceeding on the claim or cause of action. It does not apply to contested case proceedings under the Administrative Procedures Act, 1969 PA 306, as amended, challenging the permit. This permit shall not be construed as an indemnity by the State of Michigan for the benefit of the permittee or any other person.

N. Noncompliance with these terms and conditions and/or the initiation of other regulated activities not specifically authorized shall be cause for the modification, suspension, or revocation of this permit, in whole or in part. Further, EGLE may initiate criminal and/or civil proceedings as may be deemed necessary to correct project deficiencies, protect natural resource values, and secure compliance with statutes.

O. If any change or deviation from the permitted activity becomes necessary, the permittee shall request, in writing, a revision of the permitted activity from EGLE. Such revision request shall include complete documentation supporting the modification and revised plans detailing the proposed modification.

Proposed modifications must be approved, in writing, by EGLE prior to being implemented.

P. This permit may be transferred to another person upon written approval of EGLE. The permittee must submit a written request to EGLE to transfer the permit to the new owner. The new owner must also submit a written request to EGLE to accept transfer. The new owner must agree, in writing, to accept all conditions of the permit. A single letter signed by both parties that includes all the above information

EGLE

WRP045330 v1.0

Approved

Michigan Department of Natural Resources 3 WRP045330 v.1 may be provided to EGLE. EGLE will review the request and, if approved, will provide written notification to the new owner.

Q. Prior to initiating permitted construction, the permittee is required to provide a copy of the permit to the contractor(s) for review. The property owner, contractor(s), and any agent involved in exercising the permit are held responsible to ensure that the project is constructed in accordance with all drawings and specifications. The contractor is required to provide a copy of the permit to all subcontractors doing work authorized by the permit.

R. Authority granted by this permit does not waive permit requirements under Part 91, Soil Erosion and Sedimentation Control, of the NREPA, or the need to acquire applicable permits from the County Enforcing Agent (CEA).

S. Authority granted by this permit does not waive permit requirements under the authority of Part 305, Natural Rivers, of the NREPA. A Natural Rivers Zoning Permit may be required for construction, land alteration, streambank stabilization, or vegetation removal along or near a natural river.

T. The permittee is cautioned that grade changes resulting in increased runoff onto adjacent property is subject to civil damage litigation.

U. Unless specifically stated in this permit, construction pads, haul roads, temporary structures, or other structural appurtenances to be placed in a wetland or on bottomland of the water body are not authorized and shall not be constructed unless authorized by a separate permit or permit revision granted in accordance with the applicable law.

V. For projects with potential impacts to fish spawning or migration, no work shall occur within fish spawning or migration timelines (i.e., windows) unless otherwise approved in writing by the Michigan Department of Natural Resources, Fisheries Division.

W. Work to be done under authority of this permit is further subject to the following special instructions and specifications:

1. Authority granted by this permit does not waive permit or program requirements under Part 91 of the

NREPA or the need to acquire applicable permits from the CEA. To locate the Soil Erosion Program Administrator for your county, visit https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview and select “Soil Erosion and Sedimentation Control Agencies”.

2. The authority to conduct the activity as authorized by this permit is granted solely under the provisions of the governing act as identified above. This permit does not convey, provide, or otherwise imply approval of any other governing act, ordinance, or regulation, nor does it waive the permittee's obligation to acquire any local, county, state, or federal approval or authorization necessary to conduct the activity.

3. No fill, excess soil, or other material shall be placed in any wetland, floodplain, or surface water area not specifically authorized by this permit, its plans, and specifications.

4. This permit does not authorize or sanction work that has been completed in violation of applicable federal, state, or local statutes.

5. To avoid adverse impacts to endangered northern long-eared bats (Myotis septentrionalis;

NLEB), tree cutting activities associated with the project shall retain all standing snags and cavity trees. In addition, no tree cutting shall occur June 1 – July 31 to avoid impacts to NLEB during the non-volant pup season.

6. This permit is for one installation of a bridge over a stream. The structure may not be removed and reinstalled at a later date, unless authorized under another permit.

7. The bridge shall span the bankfull width of the stream with the lowest bottom of beam elevation at or above the natural ground elevations on each bank. The approach fill shall slope to natural ground elevations within ten (10) feet of either end of the structure.

8. If the project, or any portion of the project, is stopped and lies incomplete for any length of time (other than that encountered in a normal work week) every precaution shall be taken to protect the incomplete work from erosion, including the placement of temporary gravel bag riprap, temporary seeding and mulching, or other acceptable temporary protection.

9. No work shall be done in the stream during periods of above-normal flows except as necessary to prevent erosion.

10. The bridge shall be anchored to prevent floatation during periods of high water.

EGLE

WRP045330 v1.0 Approved

Issued On:06/04/2025 Expires On:06/04/2030 https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview

Michigan Department of Natural Resources 4 WRP045330 v.1

11. The permit placard shall be kept posted at the work site in a prominent location at all times for the duration of the project or until permit expiration.

12. This permit is being issued for the maximum time allowed and no extensions of this permit will be granted. Initiation of the construction work authorized by this permit indicates the permittee's acceptance of this condition. The permit, when signed by EGLE, will be for a five-year period beginning on the date of issuance. If the project is not completed by the expiration date, a new permit must be sought.

Issued By:

Matt Lubejko Marquette District Office Water Resources Division 906-250-3115

THIS GENERAL PERMIT AUTHORIZATION MUST BE SIGNED BY THE PERMITTEE TO BE VALID.

I hereby assure that I have read, am familiar with, and agree to adhere to the terms and conditions of this authorization.

Permittee Signature Date cc: Calumet Township Clerk Houghton County Drain Commissioner Houghton County Clerk Houghton CEA Stephen Wright, Agent

EGLE

WRP045330 v1.0

Approved

FILE NO.: 751 / 22463.TAP

LOCATION MAP

HOUGHTON - DOUGLASS FALLS

VETERANS MEMORIAL SCENIC SITE

PHASE I - PAVING, TRAIL AND BRIDGE

MICHIGAN DEPARTMENT OF NATURAL RESOURCES

T56N, R33W, S35

HOUGHTON COUNTY, MICHIGAN

FILE NO.: 751/22463.TAP

PROJECT LOCATION

HOUGHTON COUNTY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

650'

700'

APPROACH SIGN PLACEMENT

OWNER

DEPARTMENT OF NATURAL RESOURCES

18350 HWY M-203

HANCOCK, MI 49930

PROJECT CONTACTS:

DANIELLE NEWMAN (DNR): 517-927-0755

LOUISE HUNT (DNR): 906-231-3932

TOM PAWLOWSKI (DTMB): 517-242-0973

TRAVIS KILPELA (DTMB): 517-246-8801

ENGINEER

U.P. ENGINEERS & ARCHITECTS, INC.

100 PORTAGE STREET

HOUGHTON, MI 49931

PROJECT CONTACT:

STEVE WRIGHT, PE (UPEA): 906-482-4810

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INDEX OF SHEETS

SHEET DESCRIPTION

G001 COVER SHEET

C001 GENERAL NOTES AND LEGEND

C101 EXISTING SITE PLAN

C102 PROPOSED SITE PLAN

C104 PROPOSED GRADING & SESC PLAN

C202 ENLARGED TRAIL PLAN & PROFILE

C204 GENERAL PLAN OF STRUCTURE

C501 CIVIL DETAILS

S100 BRIDGE AND KIOSK DETAILS

S101 BRIDGE ALTERNATE DETAILS

EGLE

WRP045330 v1.0

Approved

LEGENDGENERAL NOTES

REMOVAL

AGGREGATE CONSTRUCTION

RESTORATION

SOIL EROSION AND SEDIMENTATION CONTROL

GENERAL GRADING NOTES

DESIGN DATA

UTILITY CONTACT INFORMATION

LIST OF ABBREVIATIONS

CONCRETE / STRUCTURAL NOTES

PROPOSED WORK SITE NOTES

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GENERAL

NOTES AND

LEGEND

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WRP045330 v1.0

Approved

CONTROL POINT DATA

BENCHMARK DATA

RIGHT-OF-WAYRIGHT-OF-WAY

M-26

300' R .O

EXISTING

TRAILS (TYP.)

EXISTING DRIVEWAY

LOCATION IS APPROXIMATE

NOTE: CONTRACTOR SHALL OBTAIN SHOULDER OR

LANE CLOSURE PERMIT FROM MDOT AS REQUIRED

FOR CONSTRUCTION.

PROPOSED TREE REMOVAL AND DELIMBING

LIMITS, 10' WIDTH, 8' HEIGHT

A3 EXISTING SITE PLAN

EXISTING

PROPERTY

CORNERS (TYP.)

LEGEND

- WORK INCLUDED IN CONTRACT

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Approved

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A3 PROPOSED SITE PLAN

R25' R25

109'

20'

123'

49'

20'

9' RV PARKING

VAULT TOILET

(NIC)

RIGHT-OF-WAYRIGHT-OF-WAY

INFORMATION KIOSK, ALTERNATE 2,

SEE DETAILS ON S100

207'

NEPR

M-26

' 28'

R2 5'

R25'

R25'R2 5'

PROPOSED 61.75' SIDEWALK.

SEE DETAIL C501/D1

28'

78.00 116.70

ADA

PARKING

SIGNS

SELF REGISTRATION PIPE. (NIC)

PROPOSED GRAVEL

PARKING AREA.

N.I.C.

PROPOSED HMA

PAVEMENT. SEE

DETAIL C501/A1

CONTRACTORS TO SCATTER

BRUSH AND LOGS BY HAND

ALONG TRAIL AT 50'

INTERVALS (TYP.)

PHASE 1 TRAIL

PROPOSED

GRUBBING + TREE

REMOVAL LIMITS

EXISTING

TREE LINE

LIMITS OF RIPRAP, NIC

PROPOSED 27'x20' CONC.

PAD, SEE DETAIL C501/C2

WATERBORNE PAVEMENT

MARKING, WHITE, (TYP.)

18"Ø POLY COATED CMP

CULVERT (NIC)

PROPOSED

STOP SIGN

PERMANENT SIGNS

CODE DESCRIPTION SIZE AREA (SFT) QUANTITY TOTAL (SFT)

SIGN, TYPE B, TEMP, PRISMATIC, FURN & OPER TOTAL (SFT)

SIGN, TYPE B, TEMP, PRISMATIC, SPEC, FURN & OPER TOTAL (SFT)

STOP

R1-1 "STOP"

(24" x 24")

Houghton-Douglass Falls Scenic Site

D7-7d "FALLS AHEAD" (42" x 74"±)

LEGEND

- WORK INCLUDED IN CONTRACT

CONCRETE SIDEWALK

ALTERNATE 1: COMPACT EXISTING

GRAVEL, PAVE PARKING AREA

SHOWN AS GRAVEL, APPROXIMATELY

234 TONS PER A1/C501.

SILT FENCE INSTALLED BY DNR,

MAINTAINED AND REMOVED BY

CONTRACTOR.

STONE DITCH,

SEE DETAIL A4/C-501

CONTRACTOR TO BARRICADE SITE FROM TRAFFIC DURING CONSTRUCTION.

SEE GENERAL NOTE 11, SHEET C001

TRAIL ABANDONMENT NOTES

1. DEPOSIT AND RAKE OUT EXCESS

SOIL ON TOP OF EXISTING TRAIL FOR A

LENGTH OF 20' LONG BY 6' WIDE AT

LOCATIONS SHOWN.

2. PLACE REMOVED TREES, TREE LIMBS

AND STUMPS AT LOCATIONS AS DIRECTED

BY THE ENGINEER.

3. SEED AND MULCH AREAS (20'x6') WITH

CLOVER MIX AS PER THE SPECIFICATIONS.

EGLE

WRP045330 v1.0

Approved

RIGHT-OF-WAY

M-26

T N

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

O U

G H

O U

A N

F N

R A

L R

U R

-0

D .C

R .B

W S.

PROPOSED

GRADING &

SESC PLAN

C104

0% R

W S

/2 4/

N S

W S

R M

N G

H O

U G

D O

U G

F A

A N

F N

R A

L R

U R

H O

U G

N C

O U

, M

A N

-0

B- D

O U

S H

O U

G H

L, V

R M

S\ D

W G

S\ M

-0

_P H

S2 B

D W

R A

N S

O R

R A

N S

O R

A2 PROPOSED GRADING & SESC PLAN

WETLAND

BOUNDARY

PROPOSED

PHASE 1 TRAIL

PROPOSED GRUBBING +

TREE REMOVAL LIMITS

C5 NORTH ENTRANCE PROFILE

A5 SOUTH ENTRANCE PROFILE

WORK ON THIS SHEET

MDNR: CLEARING, EXCAVATION, GRADING, DRIVEWAY CULVERT,

RIP RAP, VAULT TOILET, GRAVEL BASE

CONTRACTOR: COMPACTION OF GRAVEL PARKING SURFACE,

PAVING, STRIPING, CONCRETE, SIGNS,

TRAIL GRADING, CONSTRUCTION, AND RESTORATION,

KIOSK, STONE DITCH

VAULT TOILET

F.F.E. = 1020.00, NIC

MAINTAIN

EXISTING

SILT FENCE

MAINTAIN

335 LFT.

SILT FENCE

DISTURBED AREAS: 4"

TOPSOIL, SEED &

MULCH

E6 E8

E51

E6 E8

E6 E8 E6

E6 E8

6" STONE

DITCH & BASIN

4" WHITE

STRIPING (TYP),

ALTERNATE 1

ALTERNATE 1: PAVE PARKING AREA

SHOWN AS GRAVEL, APPROXIMATELY

234 TONS PER A1/C501.

4" WHITE

STRIPING (TYP),

ALTERNATE 1

BLUE STRIPING AT

ADA STALLS AND

ACCESS AISLE

CONTRACTOR SHALL VERIFY VAULT

TOILET FINISH FLOOR ELEVATION IN

THE FIELD AND NOTIFY THE ENGINEER

PRIOR TO LAYOUT OF SIDEWALK.

LEGEND

- WORK INCLUDED IN CONTRACT

EGLE

WRP045330 v1.0

Approved

.O .B

HAMMELL CREEK

CONTROL POINT DATA

BENCHMARK DATA

A3 TRAIL PROFILE: 0+00 - 8+00

ALONG DISTURBED

EDGES OF TRAIL

AS REQUIRED

STACK LOGS,

STUMPS + BRUSH TO

BLOCK TRAIL (TYP)

TRAIL P.O.B.

STA. 0+75

TRAIL P.O.E.

STA. 7+81.42

CONSTRUCT NEW

TRAIL PER D3 ON

C501

T N

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

O U

G H

O U

A N

F N

R A

L R

U R

-0

D .C

R .B

W S.

ENLARGE

TRAIL PLAN

& PROFILE

C202

0% R

W S

/2 4/

N S

W S

R M

N G

H O

U G

D O

U G

F A

A N

F N

R A

L R

U R

H O

U G

N C

O U

, M

A N

-0

B- D

O U

S H

O U

G H

L, V

R M

S\ D

W G

S\ M

-0

_P H

S2 B

D W

A N

S M

N S

O R

STACK LOGS,

STUMPS + BRUSH TO

BLOCK TRAIL (TYP)

STACK LOGS,

STUMPS + BRUSH TO

BLOCK TRAIL (TYP)

PHASE 1 -

BRIDGE

CONTRACTOR MAY PLACE

EXCESS EXCAVATED MATERIAL

TO BLOCK EXISTING TRAILS AS

DIRECTED BY ENGINEER

CONTRACTOR PROTECT

EXPOSED PVC PIPE

UNKNOWN UTILITY

EGLE

WRP045330 v1.0

Approved

Houghton-Douglass Falls

T N

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

O U

G H

O U

A N

F N

R A

L R

U R

-0

D .C

R .B

W S.

CIVIL

DETAILS

C501

0% R

W S

/2 4/

N S

W S

R M

N G

H O

U G

D O

U G

F A

A N

F N

R A

L R

U R

H O

U G

N C

O U

, M

A N

-0

B- D

O U

S H

O U

G H

L, V

R M

S\ D

W G

S\ M

-0

_P H

S2 C

.D W

R A

N S

O R

R A

N S

O R

A1 PAVEMENT DETAIL - ENTRY DRIVE A5 HANDICAP PARKING SIGN W/ BOLLARD

B1 LIGHT BROOM FINISH

C1 CONTROL JOINT

D1 CONCRETE WALK DETAIL D3 TRAIL TYPICAL DETAIL

D2 CONCRETE PAD DETAIL

C5 GRAVEL DRIVE DETAIL (NIC)

D5 TYPICAL PARKING STRIPING DETAIL

A3 ACCESS SIGN DETAIL

CONCRETE WALK

COMPACTED GRANULAR

FILL (MDOT CLASS II)

COMPACTED SUBGRADE

CONCRETE PAVEMENT

COMPACTED GRANULAR

FILL (MDOT CLASS II)

1/4" TOOLED CONTROL JOINT, THEN

SAW JOINT TO 1/4 PAVEMENT DEPTH

LIGHT BROOM FINISH, SEE

DETAIL B1, THIS SHEET

1/4" RADIUS TYP.

CONTROL JOINT,

SEE DETAIL C1,

THIS SHEET

LIGHT BROOM FINISH

PERPENDICULAR TO

WALK DIRECTION

COMPACTED SUBGRADE

OR FILL (TYPE S1/S2)

LIGHT BROOM FINISH, SEE

DETAIL B1, THIS SHEET

CONTROL JOINT

SEE DETAIL C1,

THIS SHEET

6" x 6" - 10/10 WELDED WIRE

HMA APPLICATION TABLE

IDENT. NO. ITEM RATE PER yd2 REMARKS

PERFORMANCE

GRADE

ADA SYMBOL,

BLUE BACKGROUND,

WHITE SYMBOL, TYP.

A4 STONE DITCH WITH CHECK DAMS

EGLE

WRP045330 v1.0

Approved

REVISED

DRAWINGS

PARTIAL SHEET C102

BOLT LOCATION DETAIL

(NO SCALE)

T N

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

O U

G H

O U

A N

F N

R A

L R

U R

-0

D .C

R .B

W S.

BRIDGE

AND KIOSK

DETAILS

S100

0% R

W S

/2 4/

N S

W S

R M

N G

H O

U G

D O

U G

F A

A N

F N

R A

L R

U R

H O

U G

N C

O U

, M

A N

6/ 9/

-0

B- D

O U

S H

O U

G H

L, V

R M

S\ D

W G

S\ M

-0

_P H

S2 S

B R

W G

R A

N S

O R

R A

N S

O R

A1 ABUTMENT ELEVATION

D3 SECTION THROUGH SOUTH ABUTMENT

B1 ABUTMENT PLAN (TOP)

D5 SECTION THROUGH NORTH ABUTMENT

A3 ELASTOMERIC PADS

D1 KIOSK FOUNDATION DETAIL

B3 KIOSK FRAMING PLAN

B5 KIOSK SIDE ELEVATION

A5 KIOSK FOUNDATION & SIDEWALK PLAN (ALTERNATE 1)

(ALTERNATE 1)

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