751.22438.ABG - MLSP ARPA II&M - A.1 Universal Access Path - Addendum 1.pdf

ADDENDUM NO. 1

DATE: 5/29/2024

PROJECT: Muskallonge Lake State Park Universal Access Path

OWNER: MI DTMB

DTMB FILE NO.: 751/22438.ABG

BID DATE: Thursday, April 25, 2024 **THIS ADDENDUM DOES NOT CHANGE THE BID

DATE**

The following shall be incorporated into the Contract Documents dated 2024 APR 25.

GENERAL

The mandatory prebid conference sign-in sheet is attached.

The Pre-Bid Meeting Agenda is attached.

The bid form has been updated and is included with this addendum.

This addendum adds Fibergrate as an approved manufacturer for Fiberglass Reinforced Gratings.

This addendum adds Helical Pier Distributions LLC as an approved manufacturer of Steel Helical Piers.

PROJECT MANUAL

SECTION 00300 BID SUMMARY

An updated bid summary and bid form is attached.

SECTION 00500 AGREEMENT

Replace paragraph 4.2.3 of Article 4 with the following:

4.2.3 Liquidated damages for each Calendar Day that expires after the Contract Time specified in paragraph 4.1.2 for Substantial Completion of the entire work – until the work is substantially complete – shall be in the amount of One Thousand Dollars and No/Cents ($1000.00)

Replace paragraph 4.2.5 of Article 4 with the following:

4.2.5 Liquidated damages for each Calendar Day after Final Completion of the entire Work that expires after the Contract Time specified in paragraph 4.1.4 for completion and readiness for final payment – until the entire Work is complete and ready for final payment – shall be in the amount of One Thousand Dollars and No/Cents ($1000.00).

SECTION 012300 - ALTERNATES

Revise Section 3.1.A:

A. Deductive Alternate No. 1: Remove Existing Staircase and Restore.

1. This alternate is a Deductive Alternate to the base bid to remove the scope for all labor, equipment, materials, and disposal costs to remove the existing stairs to Lake Superior as shown on the drawings and provide restoration fo the slope the stairs are located on.

The alternate shall also include any additional costs or activities related to the removal of the stairs and restoration of the slope.

Add Section 3.1.B:

B. Deductive Alternate No. 2: Install Vault Toilet, ADA Parking Space, Concrete Sidewalk

1. Alternate: This alternate is an Deductive Alternate to the base bid to remove the scope for all labor, equipment, materials, and disposal for the work to relocate the existing grill, provide the vault toilet vault and installation, installation of the owner provided vault toilet floor and building, earth excavation and subbase for new concrete sidewalk and ADA parking space, ADA parking signage, ADA gravel installation at the ADA parking space, concrete paving and aggregate base for the ADA parking space and any incidental items related to these items.

SECTION 012200 – UNIT PRICES

Add Section 3.2.H, Section 3.2.I:

H. Unit Price No 8: Sidewalk, Rem

1. Description: This unit price is for all costs to remove and legally dispose of existing sidewalk as directed by the engineer including all labor, equipment, disposal fees and trucking to sawcut the sidewalk to full depth, remove and dispose off the owners property.

I. Unit Price No 8 – Sidewalk, Conc, 6 inch

1. Description: This unit price is for installation of new sidewalk as directed by the engineer to replace existing sidewalk in the access path. This unit price shall include all labor, equipment, and materials to install new sidewalk. New sidewalk shall be dyed concrete to match the existing sidewalk. A sample shall be obtained from the removed portion and sent to a testing laboratory by the Contractor to determine dye. A sample mockup shall be created that is a minimum of 1 foot by 1 foot to verify it will match existing.

TECHNICAL SPECIFICATIONS

SECTION 061063 – EXTERIOR ROUGH CARPENTRY

Add section 2.6.C: Wire Mesh: Hot-dip, zinc-coated, welded wire steel mesh, minimum 8ga diameter wire.

SECTION 067413 – FIBERGLASS REINFORCED GRATINGS

Revise Section 2.1.A.1 to the following:

1. Grating and boardwalk subject to loading as noted on Sheet S-001 in the plans.

Add section 2.2.A.5:

5. Fibergrate Composite Structures

SECTION 316216.11 STEEL HELICAL PILES

Revise Section 2.1.A to the following:

A. AB Chance Company, a subsidiary of Hubbel Corp., 210 North Allen Street, Centralia, MO 65240-1395,or Aluma-Form/Dixie,3625 Old Getwell Road, Memphis, TN 38118, or Helical Pier Distributions, LLC, 4841 Golf Club, Howell, MI 48843, or company with equivalent products meeting project specifications.

Revise Section 2.1.B to the following:

B. The central steel shaft, consisting of lead sections, helical extensions, and plain extensions, shall be TypeSS as manufactured by CHANCE Civil Construction (Centralia and Independence, MO), or N80, or equivalent (to be reviewed in submittal).

1. Central steel shaft: SS5 1-1/2” Material: Shall be hot rolled Round-Cornered-Square (RCS) solid steel bars meeting dimensional and workmanship requirements of ASTM A29. The bar shall be modified medium carbon steel grade (similar to AISI 1044) with improved strength due to fine grain size.

a. Torsional strength rating = 5,500 ft-lb; Minimum yield strength = 70 ksi.

2. Central steel shaft: N80 material: Shall be steel pipe meeting API 5CT N80 specifications.

a. Minimum Torsional strength rating = 5,500 ft-lb; Minimum yield strength = 70 ksi.

Revise Section 3.2.C to the following:

C. Install one test pier to a tip elevation 10 feet below the estimated tip elevation or to bedrock, whichever is shallower.

1. If soft ground is encountered within this additional test pier length (as noted by reduced torque measurements during installation), contact Engineer.

DRAWINGS

DT – See Attached Sheet DT Corrected Permit Table.

C-130 – See Attached Sheet C-130 Adjusted gravel at end of Alternate 2 sidewalk to ADA Gravel.

S-501– See Attached Sheet S-501 Updated details for helical piers and ADA viewing rail.

End of Addendum No. 1

Mandatory Pre-Bid Meeting Agenda

Project: MDNR – PRD – Muskallonge Lake State Park – Universal Access Path File No: 751/22438.ABG Date: May 16, 2023, 10:00am – On site

A. Introductions

1. Owner’s Representatives – DNR, DTMB

2. PSC’s Representatives – OHM Advisors

B. Sign-in Sheet – Please sign for evidence of attendance. Note: You must sign in under the same name as the company submitting the bid. An individual is only permitted to represent one bidder at a mandatory Pre-Bid Conference.

C. Any answers provided at this meeting are considered clarifications of the bidding documents and are not intended to change them. If a point or concern raised during this meeting is deemed by the PSC and Owner to require a change to the bidding documents, such change will be reflected by the issuance of an addendum.

D. Project description – Provide all material, equipment, labor and services required for the demolition of the existing stairway to Lake Superior, construction of a new universal access path to Lake Superior including, but not limited to new boardwalk and ADA gravel path, new ADA parking, a new vault toilet, relocation of existing site furnishings and installation of new site furnishings, and other associated work as indicated in the Contract Documents, per drawings and specifications dated April 25, 2024.

E. Bid Submission

1. Bid due date – Wednesday, June 12, 2024 at 2:00 pm

2. Bids must be submitted electronically through the SIGMA website as listed at the top of the Bid Summary Form in the Project Manual.

3. For assistance with SIGMA VSS, you may contact the SIGMA Help Desk as listed in the Project Advertisement.

4. If you are having SIGMA issues, please also e-mail Anne Watros and Don Klein from the DTMB Contracting Section as instructed in the Project Advertisement.

F. Bid Package:

1. Refer to Project Manual, Section 00100 – Instructions to Bidders, Bid Checklist

a) Bid Summary Form (signed and completed).

b) Bid Schedule of Unit Cost Prices – include $50,000.00 allowance as listed in the base bid amount.

c) Schedule of Alternatives – Remove Stairway and Restore Slope

d) Schedule of Change Order Prices – Concrete Foundation and Helical Piles

e) Qualified Disabled Veteran (QDV) Business Representation Form (if applicable).

f) Certification of a Michigan Based Business Form (projects over $100,000).

g) Bid Security in the amount of 5% of Base Bid Price.

G. Michigan Preferences - All contractors and suppliers are encouraged to use Michigan products and recycled and/or environmentally friendly products whenever possible where price, quality and performance are equal to, or superior to non-Michigan products.

H. Contract Time of Completion and Liquidated Damages

1. Refer to Project Manual, Section 00500 – Article 4.

2. Contract Time: Notice-to-Proceed issued approximately mid-September 2024 with

Substantial Completion by June 20, 2025.

3. A detailed project schedule is required from the Contractor at the start of the work.

4. Work of all trades as specified in the Contract Documents must be Substantially

Completed within the contract time, except for minor replacement, correction, or adjustment items which do not interfere with the complete operation and utilization of all parts of the Contract Work.

5. This Contract Time is of the essence and liquidated damages for each Calendar Day that expires after this Substantial Completion of the entire Work will be in the amount of $1,000.00/day.

I. Permits

1. The Contractor is responsible for obtaining and paying for all permits required by

LARA and or any other agency as required.

2. The Contractor is responsible for scheduling all inspections.

J. Jobsite Superintendent

1. Superintendent must be an employee of the Contractor, be competent for the work to be performed on this project and shall have the authority of the construction company to make on-site decisions.

2. Superintendent is required to be on-site, 100% of the time, whenever work is occurring even if work is being performed by a sub-contractor.

K. Prevailing Wage Rates

1. Refer to Project Manual, Appendix III.

2. Prevailing wage rates ARE required for the project.

3. See attached Davis Bacon prevailing wage rate document.

L. Questions

1. Questions must be emailed to Zane Hyrkas at Zane.Hyrkas@ohm-advisors.com no later than 2:00pm local time on June 5, 2024.

2. Questions received after this time and date will not be addressed.

M. Site Tour – consider this as your only opportunity to walk the site before bidding.

STATE OF MICHIGAN (OWNER AND CONTRACTOR) BID SUMMARY

MICHSPEC DTMB 00120 - 1 (Rev. 02/2018)

SECTION 00300 − BID SUMMARY

DTMB-0401M (R 03/21)

BID SUMMARY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

3111 W. St. Joseph Street Lansing, Michigan 48917

Bids must be submitted electronically through the SIGMA VSS website at https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

FILE NUMBER

751/22438.ABG

DEPARTMENT/AGENCY

DTMB/MDNR

CONTRACT TIME(S)

Substantial Completion: June 20,2025 Final Completion: July 18, 2025

PROJECT NAME

Muskallonge Lake State Park Universal Access Path

LOCATION

29881 Co. Rd. 407 Newberry, MI 49868

BID OPENING DATE

Wednesday, June 5, 2024, at 2:00 pm ET

FOR AN EXAMINATION OF THE SITE CONTACT:

Attend Mandatory Pre-bid walk through

SEE SECTION 00100 INSTRUCTIONS TO BIDDERS AND SECTION 00700 GENERAL CONDITIONS PROVIDED WITH THE BIDDING DOCUMENTS.

BID: WE PROPOSE TO FURNISH, PERFORM AND COMPLETE THE ENTIRE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN

CONSIDERATION OF THE BID PRICE (S) STATED BELOW.

FIRM NAME AND COMPLETE ADDRESS TELEPHONE NUMBER and E-MAIL ADDRESS

□ Qualified Disabled Veteran

SIGMA VENDOR NUMBER

(protected information required for processing payments)

BIDDER'S SIGNATURE AND TITLE DATE

WITNESS' SIGNATURE DATE

By signing this bid above, bidder certifies their enclosed Qualified Disabled Veteran and Michigan-Based Business Certifications.

BASE BID FROM BID SCHEDULE (Include specified Allowances):

____________________________________________________________________________Dollars $____________________ (use words) (in figures)

Alternate1: (Add/Subtract) ______________________________________________________ Dollars $ ____________________ (use words) (in figures)

Alternate 2: (Add/Subtract) ______________________________________________________Dollars $ ____________________ (use words) (in figures)

Alternate 3: (Add/Subtract) ______________________________________________________Dollars $ ____________________ (use words) (in figures)

A PERFORMANCE BOND AND A PAYMENT BOND ARE REQUIRED FOR ALL BIDS OVER $50,000.00. EACH BID MUST BE ACCOMPANIED BY A FIVE (5) PERCENT BID GUARANTEE. BUILDERS RISK INSURANCE IS REQUIRED TO BE PROVIDED BY THE CONTRACTOR UNLESS

OTHERWISE INDICATED IN THE BID DOCUMENTS.

BIDDERS ARE ALSO CAUTIONED TO FAMILIARIZE THEMSELVES WITH ALL OF THE OTHER CONDITIONS OF THE CONTRACT.

Project Scope of Work:

The project consists of demolition of the existing stairway to Lake Superior, construction of a new universal access path to Lake Superior including, but not limited to new boardwalk and ADA gravel path, new ADA parking, a new vault toilet, relocation of existing site furnishings and installation of new site furnishings, and other associated work as indicated in the Contract Documents.

The Bidder must figure its Base Bid on the specified, or Addendum-approved, materials and equipment only. No “or equal” or substitution proposals will be permitted after Bid opening, except as provided in the General Conditions.

MICHSPEC DTMB 00300 − BID SUMMARY (R 03/22)

Addenda: Bidder acknowledges receipt of Addenda: No. ___ dated: ________, No. ___ dated: ________ No. ___ dated: ________

SECTION 00300 BID FORM

PROFESSIONAL − OHM Advisors

WORK − Muskallonge Lake State Park Universal Access Path

FILE No. - 751/22438.ABG

TABLE OF CONTENTS

PAGE

BID SUMMARY i

1 THIS BID IS SUBMITTED TO 1

2 THE BIDDER'S REPRESENTATIONS 1

3 TIME OF COMPLETION 2

4 ATTACHMENTS INCLUDED WITH THIS BID 2

5 DEFINED TERMS 2

6 BID SCHEDULE 3

7 SCHEDULE OF CHANGE ORDER PRICES __

8 BID SUBMITTED __

ARTICLE 1 THIS BID IS SUBMITTED TO THE STATE OF

MICHIGAN ("the Owner").

1.1. The undersigned Bidder proposes and agrees, if this Bid

is accepted, to enter into an agreement with the Owner on the form in Section 00500 Agreement and to furnish and perform the Work as specified or indicated in the Bidding Documents for the Bid prices in the "Bid Schedule" on this Section 00300 Bid Form, within the Contract Times specified in Section 00500 Agreement, and in accordance with all other provisions and terms and conditions of the Bidding Documents, including, without limitation, those dealing with the disposition of the Bid Security.

1.2. The undersigned Bidder agrees to hold this Bid open for

acceptance by the Owner for the period specified in Article 9 of Section 00030 Advertisement.

STATE OF MICHIGAN MODEL

Developed from FORMSPEC Michigan Model

1.3. The Bidder will provide a signed original of Section 00500

Agreement, the executed Section 00610 Performance Bond, the executed Section 00620 Payment Bond, and appropriate evidence of insurance within the times and in the manner specified in the Bidding Documents.

ARTICLE 2 THE BIDDER'S REPRESENTATIONS

2.1. The Bidder has examined the Bidding Documents, including the Addenda acknowledged in the table below. The Bidder has verified that the Addenda acknowledged below include all issued Addenda. Except for Addenda, which solely revise the date of Bid, opening, failure by the Bidder to acknowledge receipt of all Addenda correctly, by either failing to complete or incorrectly completing the table below, shall justify the Owner's refusal to read the Bid and automatically disqualify the Bidder from any consideration for award of the Contract.

No. ___ Dated _____________ No. ___ Dated __________

No. ___ Dated _____________ No. ___ Dated __________

No. ___ Dated _____________ No. ___ Dated __________

2.2. The Bidder has taken those steps that are reasonably

necessary to (a) ascertain and become familiar with the Work, site, and locality; (b) account for all applicable federal, state, and other local Laws and all general, local, and prevailing conditions that may in any manner affect cost, schedule, progress, performance or furnishing of the Work; and (c) study and account for the terms and conditions of the Bidding Documents. The Bidder has carefully correlated the Bidder's observations with the Bidding Documents.

2.3. The Bidder has studied carefully all reports concerning

subsurface conditions and drawings of physical conditions of existing surface and subsurface facilities that have been used by the Professional and all documents of physical conditions of existing Underground Utilities facilities that have been used by the

Professional − in both cases as identified in Section 00210 Information for bidders. The Bidder assumes responsibility for carefully and accurately locating existing Underground Utilities in a manner consistent with paragraph 10.3 of Section 00700 General Conditions and as required by 2013 PA 174, as amended, MCL

460.721 et seq. The Bidder accepts the determinations set forth in the Bidding Documents as to the extent of such Authorized Technical Data and Underground Utilities information and data contained in those reports, drawings, documents, or the Bidding Documents, as applicable, upon which the Bidder may rely.

2.4. To the extent Additional Technical Data has been

considered by the Bidder as necessary for determining the Bid in

MICHSPEC DTMB 00300 − 2 (R 03/22)

Article 6 Bid Schedule, and the Owner, upon request, did not have the necessary Additional Technical Data, the Bidder assumes responsibility for having undertaken or undertaking reasonable examinations of the site and any other pertinent available information and data. The Bidder agrees to perform and furnish the Work affected by the conditions involved, at no increase in Contract Price and Contract Time, to the extent the information and data necessary for determining the Bid could have been discovered through reasonable examinations of the site and any other pertinent information and data available (including, but not limited to the information and data designated in Section 00210 Information for Bidders).

2.5. The Bidder has carefully correlated the results of its

observations, examinations, and studies of those reports of explorations and all that information and data in studies, drawings, and specifications, referred to in paragraphs 2.3 and 2.4, with the terms and conditions of the Bidding Documents.

2.6. The Bidder has examined all information and data shown

or indicated in the Bidding Documents concerning other work, including, but not limited to provisions in Section 00700 General Conditions. The Bidder assumes responsibility for all reasonably foreseeable terms, conditions and consequences resulting from other work that may in any manner affect cost, schedule, progress, performance or furnishing of the Work.

2.7. The Bidder has carefully examined the terms and

conditions of the Bidding Documents concerning Delay, Activity Float times and early completion. The Bidder agrees that increases in Contract Price and/or Contract Time for Delay shall be as provided in Section 00700 General Conditions. The Bidder has correlated those terms and conditions with the Bidder's schedule for the Work and its Base Bid and Alternates.

2.8. The Bidder represents that each unit price covering

Specified or Contingent Unit Price Work, whether bid on Article 6 − Bid Schedule or on Article 7 − Schedule of Change Order Prices, includes sufficient amounts to cover (a) all labor costs, Subcontractor costs, material and equipment costs, construction equipment costs and general conditions costs, and (b) all administrative costs and home office overhead), and (c) profit. The Owner reserves the right to reject any unit prices bid on paragraph 6.2 Schedule of Alternates or in Article 7 Schedule of Change Order Prices, which, in the Owner’s sole discretion, are not in the Owner’s best interest.

2.9. The Bidder has given the Professional written notice of

all conflicts, ambiguities, errors, or omissions the Bidder has discovered in the Bidding Documents, and the written resolution given by the Professional is acceptable to the Bidder.

2.10. This Bid is genuine, is not made in the interest of or on behalf of any undisclosed person and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation. To induce the Owner into consideration of this Bid, the Bidder reiterates and makes each of the representations made by the Bidder in Section 00320 Non-collusion Affidavit attached to this Section 00300 Bid Form.

2.11. The Bidder is aware of the Owner's requirements for

business owned by minorities, women, and persons with physical or mental disabilities, and assumes responsibility for all conditions and consequences that may result from meeting those requirements and that may in any manner affect cost, schedule, progress, performance and furnishing of the Work.

2.12. The Bidder has read and studied each provision of the

Bidding Documents. The Bidder has no expectations different from the terms and conditions of the Bidding Documents.

ARTICLE 3 TIME OF COMPLETION

3.1. The Contract Times are specified in paragraph 4.1 of

Section 00500 Agreement. The Bidder has carefully correlated the provisions in paragraph 4.1 of Section 00500 Agreement with the other terms and conditions of the Bidding Documents and unequivocally accepts the Contract Times for the Work, and any other designated parts of the Work, as specified.

3.2. The Bidder unequivocally accepts the liquidated damage

provisions specified in paragraph 4.2 of Section 00500 Agreement in the event of any failure, neglect, or refusal to complete the Work, or designated part of the Work, within the corresponding Contract Times specified in paragraph 4.1 of Section 00500 Agreement.

ARTICLE 4 ATTACHMENTS INCLUDED WITH THIS BID

4.1. Attachments to this Section 00300 Bid Form and made a

condition of this Bid are:

4.1.1. Evidence of Authority to Sign the Bid.

4.1.2. Section 00310 Bid Bond, with the attached certified

copy of Power of Attorney, or

Alternate Bid Security.

4.1.3. Section 00320 Non-collusion Affidavit.

TO BE PROVIDED POST BID WITH SECTION 00400

SUBMITTALS:

4.1.5 Current EMR Rating

4.1.6 Identification of the proposed project superintendent

with a resume or list of similar projects handled by that individual.

4.1.7 A list of at least three (3) projects completed within

the last three (3) years of similar size and complexity, with contact information for references for each.

4.2. Bidder-provided documents, made a condition of this Bid, are as required in the following Section(s) of the Bidding Documents:

ARTICLE 5 DEFINED TERMS

5.1. Section 00020 Glossary assigns specific intent and

meanings to capitalized terms and to other defined terms used in (a) this Section 00300 Bid Form, (b) Section 00310 Bid Bond and Section 00320 Non-collusion Affidavit), and (c) Section 00410 Bid Breakdown, Section 00420 Questionnaire, Section 00430 List of

MICHSPEC DTMB 00300 − 2 (R 03/22)

Subcontractors and Section 00440 Schedule of Materials and Equipment.

MICHSPEC DTMB 00300 − 3 (R 03/22)

ARTICLE 6 BID SCHEDULE

6.1 Base Bid Schedule - The Bidder will complete the Work and accept in full payment, for the Work items listed, the following unit prices and/or Bid Prices, as applicable:

Base Bid Item No.

Bid Quantity

Description

Unit Price

Item Bid

1 LS Project Scope of Work

ALLOWANCE AMOUNT $50,000.00 $50,000.00

TOTAL (This amount should equal the Base Bid amount on the Bid Summary Form) $

Base Bid (Sum of Bid Prices for all Base Bid Items):

________________________________________________________________ Dollars and No/Cents $__________________________ (use words) (in figures)

Name of the Bidder _________________________________________ File No. _______________

Date _________________________

SIGMA VENDOR NUMBER _________________________________

Telephone No. _______________________

MICHSPEC DTMB 00300 − 4 (R 03/22)

6.2 Schedule of Alternates - The Bidder will complete (or deduct from the Contract) the parts of the Work designated by the Alternates that follow and accept in full payment (or allow in full credit) for those parts of the Work the following Bid Prices:

Alternate Item No.

Bid

Item Bid Price

1 1 LSUM Remove Existing Stairway and Restore Slope

2 1 LSUM Install Vault Toilet, ADA Parking Space, Concrete Sidwalk

The Bidder further acknowledges and agrees that the separate prices bid on this “Schedule of Alternates,” where they are applicable and deemed acceptable by the Owner, will be used if incorporated into the Contract when the Owner issues the Notice of Award.

Name of the Bidder _________________________________________ File No. _____________

Date _________________________

MICHSPEC DTMB 00300 − 5 (R 03/22)

ARTICLE 7 SCHEDULE OF CHANGE ORDER PRICES

7.1 The Bidder shall use this “Schedule of Change Order Prices” to propose contingent prices. The proposed contingent Change Order prices set forth in this schedule, at the sole discretion of the Owner, may, or may not be incorporated into the Contract Documents. The Owner reserves the right to negotiate contingent Change Order prices set forth herein prior to their possible incorporation into the Contract Documents.

Proposed Change Order prices will not affect determination of the lowest Bid.

7.2 Subject to their incorporation into the Contract Documents, as provided in the Agreement, the Bidder will add to, or deduct from, the Contract Work covered by the contingent prices that follow and accept in full payment, or allow in full credit, for that Work (a) those prices bid by the Bidder, or (b) if a particular price is not bid, the price proposed by the Owner (and shown in the appropriate column):

Item No. Bid

Item Bid Price

1 1 EA Concrete Foundation, 18 inch Diameter, Bedrock Anchored

2 1 EA Concrete Foundation, 24 inch Diameter, Bedrock Anchored

3 1 EA Helical Pile Foundation, 18 inch Diameter

4 1 EA Helical Pile Foundation, 24 inch Diameter

5 1 EA Helical Pile Foundation, 18 inch Diameter, with Battered Pile

6 1 EA Helical Pile Foundation, 24 inch Diameter, with Battered Pile

7 1 LF Helical Pile, Additional Foot

8 9 SF Sidewalk, Rem

9 1 SYD Sidewalk, Conc, 6 inch

Name of the Bidder _________________________________________

File No. _________

Date _________________________

MICHSPEC DTMB 00300 − 6 (R 03/22)

ARTICLE 8 BID SUBMITTED ON the _______ day of ________________, 20____.

8.1. Bid Security is in the form of a Bid Bond _______ Bid Bond form provided in Section 00310 has been duly executed _______; or

A Certified or Cashier's check ___ or Money Order ___ if a check or money order is provided as Bid Security, the original check/money order must be delivered before Bid Due Time to the issuing office as per Section 00100 paragraph 5.2 and Section 00110 item 3.

8.2. If the Bidder is an Individual:

Name of Individual: _________________________________________________________

Name & Title of Person Authorized to sign: _________________________________________________________

Signature: _________________________________________________________ (If not the Individual, Attach Power of Attorney) Date

Doing Business as: _________________________________________________________

Business Address: _________________________________________________________

SIGMA VENDOR NUMBER ____________________________________________

County of registration _________________________

Telephone: _________________________ FAX: ______________________

8.3. If the Bidder is a Partnership:

By: _________________________________________________________ (True Name of the Partnership)

Partner Authorized to Sign Date

Signature: _________________________________________________________ (Attach evidence of Authority to sign) Date

Business Address: _________________________________________________________

SIGMA VENDOR NUMBER ____________________________________________

County of registration _________________________

Telephone: _________________________ FAX _______________________

8.4. If the Bidder is a Corporation:

By: _________________________________________________________ (Legal Corporation Name)

Name & Title of Authorized Officer: _________________________________________________________

Signature: _________________________________________________________ (Attach evidence of Authority to sign) Date

Name & Title of Officer Attesting: _________________________________________________________

Signature: _________________________________________________________ Date

Business Address: _________________________________________________________

SIGMA VENDOR NUMBER ____________________________________________

Telephone: _________________________ FAX _______________________

(State of Incorporation): _________________________________________________________

MICHSPEC DTMB 00300 − 7 (R 03/22)

8.5. If The Bidder is A Joint Venture: JOINT VENTURE SIGNATURES SHALL BE AS PROVIDED IN PARAGRAPH 9.5 OF SECTION 00100 INSTRUCTIONS TO BIDDERS. EACH JOINT VENTURER SIGNING THE BID SHALL SIGN IN THE MANNER INDICATED FOR AN INDIVIDUAL, A PARTNERSHIP OR A CORPORATION. IF MORE THAN TWO JOINT VENTURERS OF THE SAME TYPE ARE INCLUDED, USE ADDITIONAL PAGES. JOINT VENTURE STATE OF INCORPORATION ___________________ OR COUNTY OF

REGISTRATION _____________________

CERTIFICATE OF PRINCIPAL

(BIDDER)

I, ________________________________, certify that I am the Secretary of the Corporation ____, or a General Partner ____ or Managing Partner ____ or Partner ____ of the partnership, named as the Bidder in the attached Section 00300 Bid Form; that __________________ _____________ who signed Section 00300 Bid Form on behalf of the Bidder, was then _____________________ of that corporation ____ or partnership ____; that I know the undersigned's signature, and the signature is genuine; and that Section 00300 Bid Form was duly signed, sealed and attested for and on behalf of that corporation ___ partnership ___ by authority of its governing body ___ or partners ___

Signed by the Secretary or Other Authorized Officer of the Corporation Date or By General Partner or Managing Partner or Authorized Partner Certifying

Name of the Corporation or True Name of the Partnership

Federal Identification (I.D.) No. or Social Security No. (LAST 4 ONLY)__________________________________

Telephone No. ____________________________

(Corporate Seal)

VERIFICATION

(BIDDER)

STATE OF MICHIGAN )

COUNTY OF __________________ )

Before me, a Notary duly commissioned, qualified and acting, personally appeared (enter name of person who signed the Bid Form on behalf of the Bidder), _______________________________________________ to me well known to be the person described in and who signed Section 00300 Bid Form, who being by me first duly sworn upon oath, says that he/she is the Attorney-in-Fact for (enter the Bidder's name) ___________________________________________________________________ and that he/she has been authorized by (enter name of individual, partnership name, or that governing body of the Bidder named in the attached corporate resolution) _______________ _____________________________________________________________________ to execute the attached Section 00300 Bid Form on behalf of the named Bidder in favor of the STATE OF MICHIGAN.

Subscribed and sworn before me this __________ day of ______________________________, 20_____.

Notary Public, State of: _________________

My Commission Expires: _____________________________________

END OF SECTION 00300

AREA LOCATION

MAP

CHICAGO

MILWAUKEE LAKE

MICHIGAN

DETROIT

LAKE

HURON

SAULT

STE

MARIE

MARQUETTE

HOUGHTON

LAKE

SUPERIOR

DULUTH

MINNEAPOLIS

GREEN BAY

ESCANABA

TRAVERSE

CITY

GRAND RAPIDS

LANSING

PROJECT

LOCATION

CHAMPION

AREA LOCATION

MAP

GENERAL NOTES:

I Certify That The Civil Plans Were Prepared Under My Direct Supervision

PROJECT LOCATION MAP

OHM PROJECT No.

DATE:

DTMB File No.

7136-22-0120 04/25/2024

BID SET

751.22438.ABG

OWNER:

MUSKALLONGE STATE PARK

29881 CO RD 407,

NEWBERRY, MI 49868

ARCHITECT/ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT

ZANE HYRKAS, PE

MUSKALLONGE LAKE STATE PARK UNIVERSAL ACCESS PATH

29881 CO RD 407

NEWBERRY, MI 49868

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE CONTRACT DOCUMENTS

AND SPECIFICATIONS CONTAINED HEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE

ACCORDING TO THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION, 2020 EDITION.

3. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS NOT

INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE ENGINEER.

4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. IF DISCREPANCIES

ARE FOUND, NOTIFY ENGINEER BEFORE PROCEEDING WITH WORK.

5. CONTRACTOR SHALL PAY ALL PERMIT FEES AND FEE REQUIRED FOR ANY PERMIT EXTENSIONS

6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE, CLEAN AND

SAFE MANNER.

7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL STEPS

NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY FROM DAMAGE

DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES.

8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL CONDITION.

9. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST

AVAILABLE DATA. PURSUANT TO ACT 174 OF THE P.A. OF 2013, AS A CONDITION OF THIS

CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE

PERFORMED IN ACCORDANCE WITH THIS CONTRACT. PHONE (800) 482-7171.

MUSKALLONGE STATE PARK

UNIVERSAL ACCESS PATH

PROJECT LOCATION LAKE SUPERIOR

I Certify That The Structural Plans Were Prepared Under My Direct Supervision

P:\7

_72 00\

0_M usk allo nge _St ate _Pa rk\A 1_R eno vat e S tair wa y\D raw ing s\S ite\

She ets

\A1 _22

0C

OV

.dw g M ay 24,

- 1:

38p m D

R

AW

IN

G

P

AT

H

OHM-ADVISORS.COM

ARCHITECTS ENGINEERS PLANNERS

CO

PY

RI

G

HT

O

HM

A

DV

IS

O

RS

. A

LL

D

RA

W

IN

G

S

AN

D W

RI

TT

EN

M

AT

ER

IA

LS

A

PP

EA

RI

NG

H

ER

EI

N

CO

NS

TI

TU

TE

T

HE

O

RI

G

IN

AL

A

ND

U

NP

UB

LI

SH

ED

W

O

RK

O F

O

HM

A

DV

IS

O

RS

A

ND

T

HE

S

AM

E

M

AY

N O

T

BE

D

UP

LI

CA

TE

D, D

IS

TR

IB

UT

ED

, O R

DI

SC

LO

SE

D W

IT

HO

UT

P

RI

O

R W

RI

TT

EN

C

O

NS

EN

T

O F

O

HM

A

DV

IS

O

RS

R

CL

IE

NT

P

RO

J N

O

RE

VI

SI

ON

DA

TE

DE

SC

RI

PT

IO

N

DI

SC

IP

LIN

E

LE

AD

PM

PR

OJ

EC

T

NU

MB

ER

IS

SU

ED

F

OR

M

IC

H

IG

AN

D

EP

AR

TM

EN

T O

F N

AT

U

R

AL

R

ES

O U

R C

ES

M

U

SK

AL

LO

N G

E

LA

KE

S

P U

N

IV

ER

SA

L

AC

C

ES

S

PA

TH

1 C

O

RD

7 N

EW

BE

RR

Y, M I 4

CO

VE

R

DT

-2 2-

ZH

ZH

1/2

.A

BG

/25

/20

BI

D

SE

T

AD

DE

ND

UM

/28

/20

PL

U

RI

B

U E

S U N

U M

C I

R C

U M

S P

I C

E

SI

QU

ER

EI

S

PE

NI

NS

UL

AM

AM

OEN

A M

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

Sheet List Table Sheet Number Sheet Title

MUSKALLONGE LAKE

MUSKALLONGE LAKE STATE PARK

AutoCAD SHX Text

APPLICATION

AutoCAD SHX Text

PERMITS

AutoCAD SHX Text

APPROVAL DATE

AutoCAD SHX Text 3/14/2024

AutoCAD SHX Text

LMAS HD VAULT TOILET

AutoCAD SHX Text 03/14/2024

AutoCAD SHX Text

LARA PLAN REVIEW

AutoCAD SHX Text 4/20/2024

AutoCAD SHX Text 03/18/2024

AutoCAD SHX Text

DTMB SESC

AutoCAD SHX Text 4/3/2024

AutoCAD SHX Text

BY CONTRACTOR

AutoCAD SHX Text

LARA PERMIT

AutoCAD SHX Text

DT

AutoCAD SHX Text

COVER

AutoCAD SHX Text C-001

AutoCAD SHX Text

NOTES & LEGEND

AutoCAD SHX Text C-010

AutoCAD SHX Text

OVERALL MAP

AutoCAD SHX Text C-090

AutoCAD SHX Text

SOIL BORINGS

AutoCAD SHX Text C-091

AutoCAD SHX Text

SOIL BORINGS

AutoCAD SHX Text C-092

AutoCAD SHX Text

SOIL BORINGS

AutoCAD SHX Text C-120

AutoCAD SHX Text

REMOVAL PLAN

AutoCAD SHX Text C-121

AutoCAD SHX Text

REMOVAL PLAN

AutoCAD SHX Text C-130

AutoCAD SHX Text

CONSTRUCTION PLAN

AutoCAD SHX Text C-131

AutoCAD SHX Text

CONSTRUCTION PLAN

AutoCAD SHX Text C-170

AutoCAD SHX Text

GRADING PLAN

AutoCAD SHX Text C-501

AutoCAD SHX Text

BOARDWALK DETAILS

AutoCAD SHX Text C-502

AutoCAD SHX Text

TYPCIAL SITE DETAILS

AutoCAD SHX Text S-001

AutoCAD SHX Text

NOTES

AutoCAD SHX Text S-101

AutoCAD SHX Text

FOUNDATIONS

AutoCAD SHX Text S-501

AutoCAD SHX Text

STRUCTURAL DETAILS

AutoCAD SHX Text S-502

AutoCAD SHX Text

OVERPASS ELEVATION

AutoCAD SHX Text

Know what'sbelow.

before you dig.Call

R

P

L

UR

I

BU

E

S U

N U M

C

I R

C U

M S

P I

C E

SI

Q

UE

RE

IS

PE

NI

NS

UL

AM

AM

OE

NAM

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

PRELIM

INARY - N

OT

FOR CONSTRUCTIO

N

P:\7

_72 00\

0_M usk allo nge _St ate _Pa rk\A 1_R eno vat e S tair wa y\D raw ing s\S ite\

She ets

\A1 _22

0C

ON

.dw g M ay 24,

- 1:

38p m D

R

AW

IN

G

P

AT

H

OHM-ADVISORS.COM

ARCHITECTS ENGINEERS PLANNERS

CO

PY

RI

G

HT

O

HM

A

DV

IS

O

RS

. A

LL

D

RA

W

IN

G

S

AN

D W

RI

TT

EN

M

AT

ER

IA

LS

A

PP

EA

RI

NG

H

ER

EI

N

CO

NS

TI

TU

TE

T

HE

O

RI

G

IN

AL

A

ND

U

NP

UB

LI

SH

ED

W

O

RK

O F

O

HM

A

DV

IS

O

RS

A

ND

T

HE

S

AM

E

M

AY

N O

T

BE

D

UP

LI

CA

TE

D, D

IS

TR

IB

UT

ED

, O R

DI

SC

LO

SE

D W

IT

HO

UT

P

RI

O

R W

RI

TT

EN

C

O

NS

EN

T

O F

O

HM

A

DV

IS

O

RS

R

CL

IEN

T P

RO

J N O

RE

VIS

ION

DA

TE

DE

SC

RIP

TIO

N

DIS

CIP

LIN

E L

EA

D

PM

PR

OJ

EC

T N

UM

BE

R

ISS

UE

D F

OR

MI

CH

IG

AN

D

EP

AR

TM

EN

T

OF

N

AT

UR

AL

R

ES

OU

RC

ES

MU

SK

AL

LO

NG

E

LA

KE

S P

UN

IV

ER

SA

L A

CC

ES

S

PA

TH

1 C O

RD

7 N

EW

BE

RR

Y, M

I 4

CO

NS

TR

UC

TI

ON

P

LA

N

C-130

-2 2-

ZH

ZH

1.2

.A

BG

/25

/20

BI

D

SE

T

AD

DE

ND

/20 feetGRAPHIC SCALE: FULL feetHALF

60402010

16' X 18'

6' BOARDWALK WITH

2x6 DECKING SEE

DETAIL SHEET S-501

SLOPE RESTORATION, TYP

GRAVEL PATH

SEE 2/C-501

TIE INTO EXISTING CONCRETE

TIE INTO CONCRETE SIDEWALK

SEE 5/C-501

FILL IN SWALES AND INSTALL

GEOCELL WITH AGGREGATE FOR

TRAIL STABILIZATION

SEE 6/C-501

END OF BOARDWALK TERMINATION

SEE 4/C-501

8' BENCH (TYP)

SEE C/C-501

INSTALL NEW FENCE FROM OVERLOOK

PLATFORM TO BOARDWALK SEE 6/C-501

6' BENCH

SEE 3/C-501

PROPOSED GRILL LOCATION

ADA VIEWING RAIL

SYSTEM AT LANDINGS

ADA VIEWING RAIL SYSTEM

W12-2 SIGN

SEE C/C-502

8' BENCH (TYP)

SEE 3/C-501

LOW PROFILE BOARDWALK SEE

11/S-501

LOW PROFILE BOARDWALK

WITH FIBERGLASS GRATING

SEE 11/S501

92.4'

22.4'

20.2'

29.8'

71.4'42.9'

30.0' 82.8'

33.3'

28.0'

5.0

5.0'

.0' 6.4

.1'

5.7' 40.5'

6.0

MDOT 22A

ADA SIGN (R7-8b)

ADA SIGN (R7-8)

SLOPE RESTORATION, TYP

14.4'

3.4'

5.0'

12.7' 8.7'

PROPOSED VAULT TOILET. TOILET VAULT SHALL BE

FURNISHED AND INSTALLED BY CONTRACTOR.

MDNR WILL FURNISH TOILET FLOOR AND TOILET

BUILDING FOR CONTRACTOR TO PLACE. SEE SHEET

C-502 AND PROJECT MANUAL FOR DETAILS.

CONTRACTOR SHALL INCLUDE ASSEMBLY OF THE

VAULT TOILET PARTS AND PIECES AS DESCRIBED IN

THE PROJECT MANUAL.

11.0'

PROPOSED WORK FOR

CONCRETE SIDEWALK, ADA

PARKING SPACE, GRILL, AND

VAULT TOILET IS INCLUDED IN

ALTERNATE #2

NOTE:

1. CONSTRUCTION REMOVAL AND PROPOSED EFFORTS SHALL BE

COMPLETED WITH LOW GROUND PRESSURE EQUIPMENT NOT

EXCEEDING 8000 LBS GROSS WEIGHT AND HAVING NOT MORE

THAN A 10 PSI GROUND PRESSURE. EQUIPMENT MAY BE UTILIZED

TO PERFORM AUGER EXCAVATIONS FOR NEW FOOTINGS,

DELIVERY OF LARGE TIMBERS AND AGGREGATE PATH

INSTALLATION. ONCE TIMBERS ARE DELIVERED AND FOOTINGS

INSTALLED, CONSTRUCTION SHALL BE LIMITED TO HAND

CONSTRUCTION ONLY WITH NO LARGE EQUIPMENT. GROUND

DISTURBANCE SHALL BE REDUCED AS MUCH AS POSSIBLE.

2. EXISTING PARKING LOT TO BE CLOSED TO PUBLIC ACCESS.

SIDEWALK REPLACEMENT AS

NEEDED, SEE UNIT PRICES

LEGEND

FIBERGLASS GRATING

WOOD DECKING

ADA GRAVEL

AutoCAD SHX Text

U.G. ELEC

AutoCAD SHX Text

JOB BENCHMARK #201 NW CORNER BBQ CONC PAD ELEV 644.55

AutoCAD SHX Text

TRAVERSE POINT #351 N 693330.68 E 26592799.59 ELEV 643.90

AutoCAD SHX Text

TRAVERSE POINT #122 N 693602.72 E 26592448.27 ELEV 636.76

TRAVERSE POINT #123 N 693666.36 E 26592615.21 ELEV 614.07

'-0

" M

AX

T O

CE

NT

ER

OF

B

RA

CI

NG

PT 6X6 WOOD POST CENTERED ON PIER CAP (TYP.)

18" OR 24" CONCRETE PIER CAP,

TYP - SEE NOTES

FINISH / EXISTING GRADE

PT 2x4 BRACING - INSTALL AT 45° AS NEEDED IN

BOTH DIRECTIONS TO REDUCE UNBRACED

LENGTH OF POST TO MAX 10'-0", TYP

NOTES:

1. WOOD POSTS TO BE PRESSURE TREATED (UC4A) SOUTHERN PINE, GRADE 2 OR BETTER.

2. FOR VERTICAL HELICAL PILES: ALLOWABLE LOAD = 6 KIPS; ULTIMATE LOAD = 18 KIPS; MINIMUM TIP

DEPTH OF 15 FT OR BEDROCK

3. BRACING ALSO APPLIES TO AREAS OF BOARDWALK WHERE BEDROCK ANCHORED FOUNDATIONS

ARE INSTALLED

(1) 5/8" DIA HOT DIP GALVANIZED BOLT WITH MATCHING NUT AND

WASHER AT CENTERLINE (TYP.)

12" DIA SINGLE HELIX, TYP

(ALTERNATE: 8 - 10 DOUBLE HELIX)

SIMPSON RPBZ POST BASE, TYP SEE DETAIL 9/S-501

(3) 2x12 BEAM

BOARDWALK FRAMING, SEE DETAIL 2/S-501

6" T

YP

24"Øx24" CONCRETE PIER CAP AT

CORNERS- SEE NOTES

BATTERED HELICAL PILE,

MINIMUM LENGTH 15 FT, 12" DIA

SINGLE HELIX, TYP; PULLOUT

CAPACITY REQUIRED = 6 KIPS

2" DIA HDG THREADED TIE ROD WITH

MATCHING TURN BUCKLE

SEE DETAIL 7/S-501 FOR RAILING CONNECTION

INSTALL BATTERED PILE AFTER VERTICAL PILE IS

INSTALLED. ESTIMATE BEDROCK DEPTH AND ADJUST

BATTER ANGLE AS NEEDED TO AVOID BEDROCK.

MAXIMUM BATTER ANGLE = 80 DEGREES

45°'

DOUBLE NUT WITH WASHER, TYP

PROVIDE TOE NAILING OF STRINGER INTO

BEAM, MIN 1.5" EMBEDMENT INTO BEAM

PROVIDE (4) STAGGERED NAILS INTO ADJACENT

STRINGERS WHERE OVERLAPPING, TYP

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON HUC212-3

WITH MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

8' MAX SPACING

TOENAILING OR SIMPSON

LSSJ210RZ OR LSSJ210LZ

SEE 5/S-501 OR 11/S-501

RESPECTIVELY

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON HUC212-3

WITH MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

8'

3 @ 5'-4" = 16'

INSTALL ADDITIONAL JOISTS

AS NECESSARY FOR DECK

TIE ATTACHMENT

TOE NAILING, SEE 5/S-501

4" M

AX

3" M

AX

6'-0" UNLESS INDICATED OTHERWISE ON PLANS

PT 2x6 WOOD BOTTOM RAIL

2" SQ X 28" WIRE MESH

PT SOUTHERN PINE, SELECT

STRUCTURAL, 2x6 WOOD MID RAIL

1X TRIM PIECE

PT 6x6 WOOD RAILING POST, TYPE 1

SOUTHERN PINE (TYP.)

"1.5" SQUARE FIBERGLASS GRATING OR

2x DECKING 36

16"

O.C. TYP.

SINGLE PT 2 X 12

STRINGER (TYP.)

2x4 BLOCKING BETWEEN POSTS, TYP

STAGGER TOP AND BOTTOM RAIL SPLICES

WELD-ON RAILING SUPPORT BRACKET

MEETING MBC CLEARANCE AND LOAD

REQUIREMENTS

2"Ø STANDARD WEIGHT WELDED PIPE

HANDRAIL WITH WELDED ELBOWS AT RAMP

SLOPES >5%. EXTEND AND RETURN ENDS

TO MEET MBC AND ADA REQUIREMENTS

EQ

7"

EQ

(2) DOUBLE PT 2 X 12 WOOD BLOCKING ADJACENT TO

RAILING POST ANCHOR (TYP.)

HDG 12" Ø ALL THREAD ROD WITH MATCHING

NUTS AND 14"x21

2"x21

2" SQUARE HDG WASHERS,

BOTH ENDS

END OF STRINGER

FROM ADJACENT

SPAN (TYP)

PT 2x8 WOOD TOP RAIL

1x4 TRIM OVER MESH JOINTS

PROVIDE TOE NAILING OF STRINGER INTO

BEAM, MIN 1.5" EMBEDMENT INTO BEAM

PROVIDE (4) STAGGERED NAILS INTO ADJACENT

STRINGERS WHERE OVERLAPPING, TYP

(3) 2x12 PT BEAM

PT WOOD JOISTS (TYP.)

PT 2 X 6 BOTTOM RAIL

(TYP.)

1.5" FIBERGLASS

GRATING OR 2x DECKING

PT 6 X 6 WOOD

POST (TYP.)

(3) PT 2 X 12

4" M

AX

WOOD RAILING

POST (TYP.)

VARIES

EQ

7"

PT WOOD RAILING POST (TYP.) @

MAX 8' SPACING

PT 2 X WOOD BOTTOM RAIL (TYP.)

1.5" FIBERGLASS GRATING OR 2x DECKING

(2) 1/2" DIA. HOT DIP GALVANIZED ALL THREAD

RODS WITH MATCHING NUTS AND 1/4" X 2-1/2" X

2/1/2" SQUARE HDG WASHERS, BOTH ENDS

PT 2 X 12 PLATFORM JOIST (TYP.)

(2) PT 2 X 12 WOOD BLOCKING ADJACENT TO

RAILING POST ANCHOR RODS (TYP.)

4" M

AX

EQ

(3) 2x12 BEAM WITH SIMPSON HUCQ212-3-SDS (TYP)

2x12s @ 16" OC, TYP

6x6 POST, TYP

(5) 2x12 PT

MAX SPAN 14'-6"

LIMITS OF EXISTING DRIVE

COLUMNS TO BE BRACED

IN TWO DIRECTIONS AT 10'

MAX SPACING

SEE DETAIL 1/S-502

(3) 2x12 PT, TYP

(5) 2x12 PT

MAX SPAN 14'-6"

SIMPSON ECCQ86SDS2.5

TERMINATE COLUMN AT BEAM

HEIGHT, TYP FOR (5) 2x12 BEAMS

SEE DETAIL 1/S-502

FOR RAILING

18"Ø OR 24"Ø CONCRETE FOOTING IN SONOTUBE

6X6 PT POST

#3 STIRRUP

(4) #6 REBAR

6" M

IN

2" CLR

EXISTING GRADE

4" M

AX

EQ

EQ

EQ

RIM JOIST

6x6 POST

2x8

3/8"Ø HOLES DRILLED THROUGH POSTS TO

RECEIVE CONTINUOUS 1/4"Ø BLACK NYLON

COATED GALVANIZED STEEL CABLE, TYP

BEVELED TOP

2" SQ X 28" WIRE MESH

6X6 POST

INSTALL EYE BOLTS

4" STAINLESS

STEEL PLATE

INSTALL 14" STAINLESS STEEL PLATE

WITH STAINLESS STEEL LOCKING

NUTS AND WASHERS

INSTALL DOUBLE

LOCKING NUT &

WASHER

BLACK NYLON

COATED GALVANIZED

STEEL CABLE

WELD-ON RAILING

SUPPORT BRACKET

MEETING MBC

CLEARANCE AND LOAD

REQUIREMENTS

36" FROM CENTER OF

RAILING TO DECK

ADA SQUARE GRID

FIBERGLASS GRATING

OR 2x DECKING

16"

O.C. TYP.

2x12 JOIST @ 1'-4" O.C. (TYP)

HDG 12" Ø ALL THREAD ROD

WITH MATCHING NUTS AND

4"x21

2"x21

2" SQUARE HDG

WASHERS, BOTH ENDS

ADA RAIL POST

6 1 4"

(3) 2x12 BEAM

2x12 BLOCKING BESIDE RODS

PT 6X6 WOOD POST CENTERED

ON PIER CAP (TYP.)

18"Øx24" CONCRETE PIER CAP, TYP

- SEE NOTES

FINISH / EXISTING GRADE

NOTES:

1. WOOD POSTS TO BE PRESSURE TREATED (UC4A) SOUTHERN PINE, GRADE 2 OR BETTER.

2. PROVIDE CASING WHERE REQUIRED TO EXCAVATE HOLES - SEE GEOTECHNICAL REPORT.

HELICAL PILE

6" T

YP

24"Øx24" CONCRETE PIER CAP AT

CORNERS- SEE NOTES

BATTERED HELICAL PILE

2" DIA THREADED TIE ROD WITH

MATCHING TURN BUCKLE

PT 6X6 WOOD RAILING POST

SIMPSON CC4,62-5.50

HDG, TYP

ADA SQUARE GRID FIBERGLASS

GRATING OR 2x DECKING

9"

6" EMBEDMENT

DOUBLE NUT WITH MATCHING

WASHER, TYP

(2) RPBZ WITH (4) 3

8" THREADED ROD X 12"

EMBEDMENT WITH MATCHING NUT & WASHER

IN CONCRETE AND (8) 1

4" X 1 12" STRONG-DRIVE

SDS HEAVY DUTY CONNECTOR SCREWS.

LOCATE AT DIAGONAL CORNERS OF POSTS.

PROVIDE 30# ROOF FELT

BETWEEN POST AND CONCRETE

SEE DETAIL 10/S-501 FOR RAILING

CONNECTION

2x12 STRINGER

(3) 2x12 PT BEAM

SIMPSON LSSJ210RZ OR LSSJ210LZ, TYP

SIMPSON HU210-2, CONCEALED FLANGE

6" MINIMUM FROM

BOTTOM OF PILE

CAP TO BOTTOM OF

CONCRETE, TYP

Know what's below.

before you dig.Call

R

PL

U

RI

BU

E

S U

N

UM

C I

R C

U M

S P

I C

E

S I

Q U

E R

EI

S

PE

NI

NS

U L

A M

A

MO

E N

A M

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

PRELIM

IN

ARY - N

OT

FOR C

ONSTRUCTIO

N

P:\7

_72 00\

0_M usk allo nge _St ate _Pa rk\A 1_R eno vat e S tair wa y\D raw ing s\S ite\

She ets

\A1 _22

0ST

R.d wg

Ma y 2 9, 4 -

8:5 3am

D R

A W

IN

G

P A

TH

OHM-ADVISORS.COM

ARCHITECTS ENGINEERS PLANNERS

CO

PY

RI

G

HT

O

HM

A

DV

IS

O

RS

. A

LL

D

RA

W

IN

G

S

AN

D W

RI

TT

EN

M

AT

ER

IA

LS

A

PP

EA

RI

NG

H

ER

EI

N

CO

NS

TI

TU

TE

T

HE

O

RI

G

IN

AL

A

ND

U

NP

UB

LI

SH

ED

W

O

RK

O F

O

HM

A

DV

IS

O

RS

A

ND

T

HE

S

AM

E

M

AY

N O

T

BE

D

UP

LI

CA

TE

D, D

IS

TR

IB

UT

ED

, O R

DI

SC

LO

SE

D W

IT

HO

UT

P

RI

O

R W

RI

TT

EN

C

O

NS

EN

T

O F

O

HM

A

DV

IS

O

RS

R

CL

IEN

T P

RO

J N O

RE

VIS

ION

DA

TE

DE

SC

RIP

TIO

N

DIS

CIP

LIN

E L

EA

D

PM

PR

OJ

EC

T N

UM

BE

R

ISS

UE

D F

OR

MI

CH

IG

AN

D

EP

AR

TM

EN

T

OF

N

AT

UR

AL

R

ES

OU

RC

ES

MU

SK

AL

LO

NG

E

LA

KE

S P

UN

IV

ER

SA

L A

CC

ES

S

PA

TH

1 C O

RD

7 N

EW

BE

RR

Y, M

I 4

ST

RU

CT

UR

AL

D

ET

AI

LS

S-501

-2 2-

ZH

ZH

1.2

.A

BG

/25

/20

BI

D

SE

T

AD

DE

ND

/20

FOUNDATION AND POST DETAIL1

TYPICAL BOARDWALK SECTION5TYPICAL POST CONNECTION6TYPICAL RAILING CONNECTION7

LANDING FRAMING4

TYPICAL BOARDWALK FRAMING2BOARDWALK OVERPASS FRAMING3

BOARDWALK FOOTING12

ADA VIEWING RAIL8

ADA VIEWING RAIL CONNECTION9

RAIL POST TIE ROD CONNECTION10

NOTE:

WALKWAY POSTS TO BE BRACED IN BOTH DIRECTIONS PER DETAIL 1/S-501 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE LENGTH BETWEEN CENTERS OF BRACING IS LESS THAN 10'-0".

NOTE:

LANDING POSTS TO BE BRACED IN BOTH DIRECTIONS PER DETAIL 1/S-501 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE LENGTH BETWEEN CENTERS OF BRACING IS LESS THAN 10'-0".

LOW/HIGH PROFILE BOARDWALK SECTION11

NOTE:

WALKWAY POSTS TO BE BRACED IN BOTH DIRECTIONS PER DETAIL 1/S-501 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE LENGTH BETWEEN CENTERS OF BRACING IS LESS THAN 10'-0".

AutoCAD SHX Text 2x6

AutoCAD SHX Text 2x6 http://www.ohm-advisors.com AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text 1" = 5'

AutoCAD SHX Text 1" = 5'

AutoCAD SHX Text 1" = 5'

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

3/4" = 1'-0"