751.22438.ABG - TFSP ARPA II&M - B.1 Brink Overlook - Addendum 1.pdf

Addendum 1 Page 1 of 1

ADDENDUM NO. 1

DATE: 5/14/2024

PROJECT: Tahquamenon Falls State Park Upper Falls Brink Overlook

OWNER: MI DTMB

DTMB FILE NO.: 751/22438.ABG

BID DATE: Wednesday, June 12, 2024 **THIS ADDENDUM DOES NOT CHANGE THE

BID DATE**

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

GENERAL

The pre-bid conference will start at the address listed, which is the State Park Headquarters building. It is located on the South side of M-123 between the entrances to the Lower and Upper Falls.

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:

4.2.5 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).

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 012300 – ALTERNATES

Remove Section 012300 in its entirety.

DRAWINGS

S-101 – See Attached Sheet S-101 Updated quantities to call out 35 helicals with a 24” cap and 88 helicals with an 18” cap. Corrected callouts for the sizes of Landings 1 and 2.

S-501 – See Attached Sheet S-501 Revised detail 1 to show W12x26 beams at the overlook and to match the details on S-503.

End of Addendum No. 1

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: July 31, 2025 Final Completion: August 31, 2025

PROJECT NAME

Upper Falls Brink Overlook

LOCATION

41382 W M-123 Paradise, MI 49768

BID OPENING DATE

June 12, 2024 at 2:00 pm ET

FOR AN EXAMINATION OF THE SITE CONTACT

Tahquamenon Falls State Park, 41382 W. M-123 Paradise, MI 49768

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 installation of a new universal access path and brink overlook viewing platform at the Tahquamenon Falls State Park Upper Falls including installation of concrete and helical foundations, new boardwalk and viewing

MICHSPEC DTMB 00300 − 1 (R 02/24)

platforms, clearing activities, HMA removal, salvaging existing furnishings, new furnishings, removal of existing stairway and platform and select demolition of existing foundations.

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.

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

MICHSPEC DTMB 00300 − 1 (R 02/24)

SECTION 00300 BID FORM

PROFESSIONAL − OHM Advisors

WORK − Upper Falls Brink Overlook

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 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

MICHSPEC DTMB 00300 − 2 (R 02/24)

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 Subcontractors and Section 00440 Schedule of Materials and Equipment.

MICHSPEC DTMB 00300 − 3 (R 02/24)

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 $100,000.00 $100,000.00

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 02/24)

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

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 02/24)

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

Name of the Bidder _________________________________________

File No. _________

Date _________________________

MICHSPEC DTMB 00300 − 6 (R 02/24)

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 02/24)

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

HELICAL PILE WITH 24" Ø x 24" CONCRETE

PIER CAP AT CORNERS 35 TOTAL

SEE DETAIL 1/S-502

SEE 2/S-501 FOR

LANDING 4 FRAMING

SEE 3/S-501 FOR

LANDINGS 3 AND 5

FRAMING

SEE 1/S-501 FOR

LOOKOUT FRAMING

HELICAL PILE WITH

18" Ø x 24" CONCRETE PIER CAP

88 TOTAL

SEE DETAIL 1/S-502

SEE DETAIL 4/S-502 FOR

BOARDWALK FRAMING

DOUBLE POST AT

CORNER, TYP

24" Ø CONCRETE

FOOTING ANCHORED IN

BEDROCK OR 5' DEPTH

80 TOTAL

SEE DETAIL 2/S-502

BOARDWALK END,

SEE DETAIL 5/S-501

18" Ø CONCRETE

FOOTING ANCHORED IN

BEDROCK OR 5' DEPTH

224 TOTAL

SEE DETAIL 2/S-502

SEE 4/C-501

FOR BENCH

DETAIL

SEE 7/S-501 FOR

LANDING 1 FRAMING

SEE 6/S-501 FOR

LANDING 2 FRAMING

SEE C-121 FOR SAW CUT

AND REMOVE EXISTING

FOUNDATIONS NEAR

BRINK, TYP

LOW PROFILE BOARDWALK

SEE DETAIL 7/S-502

APPROXIMATE LOCATION

OF EXISTING UNDERCUT

EX. MONUMENT

EX. MONUMENT

INSTALL BATTERED HELICALS AT

UPHILL FOUNDATIONS OF LANDING.

SEE DETAIL 1/S-502 FOR BATTERED

HELICAL REQUIREMENTS

CONNECT ALL FOUNDATIONS IN LANDING

1 WITH TIES TO THE NEXT UPHILL

FOUNDATION SEE DETAIL 1/S-502 FOR

FOUNDATION REQUIREMENTS

BATTERED HELICALS

REQUIRED AT ALL UPHILL

SIDE FOUNDATIONS PER

DETAIL 1/S-502

INSTALL BATTERED HELICALS AT UPHILL

FOUNDATIONS OF LANDING. SEE DETAIL

1/S-502 FOR BATTERED HELICAL

REQUIREMENTS

HIGH PROFILE BOARDWALK

SEE DETAIL 7/S-502

HIGH PROFILE BOARDWALK

SEE DETAIL 7/S-502

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25 X 40 feetGRAPHIC SCALE: FULL feetHALF

60402010

HELICAL ANCHORED FOUNDATION

CONCRETE FOUNDATION,

BEDROCK ANCHORED

NOTES

1. NO EQUIPMENT SHALL BE USED OR OPERATED

ON THE GROUND BELOW THE TOP OF BANK

(SOUTH OF EXISTING BRINK PAVED PATH).

FOUNDATION INSTALLATION, EXCAVATIONS AND

WORK ON THE GROUND SHALL BE PERFORMED

WITH HAND TOOLS. SMALL GENERATORS THAT

CAN BE CARRIED BY HAND MAY BE USED.

SCAFFOLDING IS ACCEPTABLE. SIT ON OR WALK

BEHIND EXCAVATORS, SKID STEERS, EARTH

MOVERS OR OTHER EQUIPMENT IS NOT

ALLOWED.

2. HANDHELD HELICAL PILE INSTALLATION

PACKAGES SHALL BE UTILIZED FOR THE

INSTALLATION OF HELICAL PILES.

3. EXCAVATED SOILS FOR FOUNDATION SHALL BE

DISPOSED OFF OF SITE.

ETE 1

ETE 1

http://www.ohm-advisors.com

(3) 2x12 PT, TYP

(3) 2x12 PT, TYP

MAX SPAN 6'

(3) 2x12 PT, TYP

PT 2x12s @ 16" OC, TYP

MAX SPAN 8'

SAW CUT AND REMOVE

FOUNDATIONS NEAR BRINK, TYP

6x6 POST, TYP

4x4x3

16 COL, TYP

DOWEL INTO EX FOUNDATIONS AND ADD

CONCRETE TO CREATE 3'x3' BLOCK WITH

DEPTH TO MATCH EX FOUNDATIONS OR

MIN 3'-6", TYP

18" Ø CONCRETE

FOOTING ANCHORED IN

BEDROCK OR 5' DEPTH

24" Ø CONCRETE

FOOTING ANCHORED IN

BEDROCK OR 5' DEPTH

13.5'± TYP

10' TYP

10' TYP

10.9'±

SAW CUT AND REMOVE

FOUNDATION AS NEEDED FOR NEW

FOUNDATION

2x12 RIM JOIST, TYP

TIE RODS AT RAILING POSTS AND

SOLID BLOCKING TO GIRDER, SEE

DETAIL 7/S-502 SIM

3.5

4.8

4.8

5'

5'

6.5

5.1

(3) 2x12 PT, TYP

B1: W12x26

B1: W12x26

B1: W12x26

B1: W12x26

B1: W12x26

B1: W12x26

B2: W12x26

B3: W12x26

B3: W12x26

B3: W12x26

B3: W12x26

B3: W12x26

B4: W12x26 B5: W12x26

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

4 @ 7'-6" = 30'

4 @ 5'

.0'

SEE 4 & 5/S-502 FOR RAILING

CONNECTION, TYP

SEE 4 & 5/S-502 FOR

RAILING CONNECTION

SIM, TYP

INSTALL ADDITIONAL JOISTS

AS NECESSARY FOR DECK

TIE ATTACHMENT

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

2 @ 7'-6" = 15'

4 @ 5'

.0'

SIMPSON CC4.62-5.50 COLUMN

CAPS AT INTERIOR COLUMNS, TYP

SEE 4 & 5/S-502 FOR RAILING

CONNECTION, TYP

SEE 4 & 5/S-502 FOR

RAILING CONNECTION

SIM, TYP

INSTALL ADDITIONAL JOISTS AS

NECESSARY FOR DECK TIE ATTACHMENT

8' MAX SPACING

2x12s @ 16" OC, TYP 6x6 POST, TYP

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

TOENAILS OR SIMPSON LSSJ210RZ

OR LSSJ210LZ, SEE 4/S-502 OR

9/S-502 RESPECTIVELY

FIELD VERIFY SLOPE

EXISTING GRADE

1.5" FIBERGLASS GRATING2x10 PT, TRIM

AS REQUIREDCONCRETE PATH

2x12 PT

STRINGERS

4.0

17.5"

23.5"

8.0 "14

.0"

2" MAX GAP

RAILINGS NOT SHOWN FOR CLARITY

8" MDOT 22A

COMPACTED TO

95% MDD

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

2 @ 6'-3" = 12.5'

4 @ 5'

.0'

SIMPSON CC4.62-5.50 COLUMN

CAPS AT INTERIOR COLUMNS, TYP

SEE 4 & 5/S-502 FOR

RAILING CONNCTION,

TYP

SEE 4 &5 /S-502 FOR RAILING

CONNECTION SIM, TYP

INSTALL ADDITIONAL JOISTS

AS NECESSARY FOR DECK TIE

ATTACHMENT

(3) 2x12 PT, TYP

TYPICAL BEAM HANGER

CONNECTION - SIMPSON

HU212-3 W/MAX NAILS

2x12s @ 16" OC, TYP

6x6 POST, TYP

2 @ 5'-0" = 10'

3 @ 6'

-8

.0'

SIMPSON CC4.62-5.50 COLUMN

CAPS AT INTERIOR COLUMNS, TYP

SEE 4 & 5/S-502 FOR RAILING

CONNECTION, TYP

SEE 4 & 5/S-502 FOR RAILING

CONNECTION SIM, TYP

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LANDINGS 3 AND 5 FRAMING3

LOOKOUT FRAMING1LANDING 4 FRAMING2

TYPICAL BOARDWALK FRAMING4

BOARDWALK END 5

LANDING 2 FRAMING6LANDING 1 FRAMING7

NOTE:

LANDING POSTS TO BE BRACED IN BOTH DIRECTIONS PER

1/S-502 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR

GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE UNBRACED LENGTH IS LESS THAN 10'-0".

NOTE:

LANDING POSTS TO BE BRACED IN BOTH DIRECTIONS PER

1/S-502 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR

GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE UNBRACED LENGTH IS LESS THAN 10'-0".

NOTE:

LANDING POSTS TO BE BRACED IN BOTH DIRECTIONS PER

1/S-502 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR

GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE UNBRACED LENGTH IS LESS THAN 10'-0".

NOTE:

LANDING POSTS TO BE BRACED IN BOTH DIRECTIONS PER

1/S-502 AT ALL LOCATIONS WHERE POST HEIGHT IS 10'-0" OR

GREATER. INSTALL TWO SETS OF BRACING IF NECESSARY TO

ENSURE UNBRACED LENGTH IS LESS THAN 10'-0".

http://www.ohm-advisors.com AutoCAD SHX Text 1" = 5'

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 1" = 5'

AutoCAD SHX Text 1" = 5'