250424 Tierney Park Improvements - Addendum No. 4.pdf
PDF 3 MB Posted
- Attached to
- Lexington Tierney Park Improvement Project
- Solicitation number
- 2025-23
- Issued by
- Sanilac County, Michigan
About this file
Addendum #4 for the Tierney Park Improvements Project, issued by the Village of Lexington, Michigan, and prepared by Edgewater Resources, details changes and clarifications to the project specifications and drawings. The addendum, dated April 24, 2025, modifies the bid documents for the project located at 5451 Dallas Street in Lexington, with the bid due date set for April 30, 2025, at 1:00 PM. Key modifications include updates to the Structural Marine Details (SM-5.03) for boardwalk railing, revisions to the Timber Carpentry specification (Section 069000), and amendments to the Integral Colored Concrete specification (Section 033020). The addendum provides clarifications on timber sidewalk removal, flagpole relocation, and insulation requirements.
The clarifications address specific site work and architectural elements, such as the scope of timber sidewalk removal, which excludes the timber ramp connection from the USACE breakwater to the beach. Flagpole details are provided, noting two 30-foot exterior poles with 5-inch base diameters and a 40-foot center pole with an 8-inch base diameter. For insulation, the addendum specifies that all materials must meet the State of Michigan Energy code requirements, with acceptable materials including board, batt/blanket, and spray-applied systems. The document emphasizes that all bidders must acknowledge receipt of this addendum on their bid forms, ensuring contractors are aware of and incorporate these changes into their project estimates.
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518 Broad Street, Suite 200
St Joseph, Michigan 49085
269 932 4502
Waterfronts Worldwide.
www.edgewaterresources.com
ADDENDUM #4
Date: April 24, 2025
Project: Tierney Park Improvements Project
Owner: Village of Lexington, Michigan
Bid Due Date: April 30, 2025, 1:00PM
The following are changes, eliminations, and clarifications to project plans and specifications, and shall be considered by the contractor in their estimate. All these items shall be considered as part of the contract documents. ALL BIDDERS MUST ACKNOWLEDGE
RECIEPT OF THIS ADDENDUM ON BID FORMS.
Addendum #4 Includes the Following:
Revised Drawings:
1. SM-5.03 Structural Marine Details
a. Boardwalk Railing details have been updated.
Revised Specifications:
1. Section 069000 Timber Carpentry (not Reissued)
a. The Specification shall be amended as follows: in Part 2, 2.02 A 3, strike:
“Alternatively, blocking may be fastened using Simpson LS70 skewable angle clips with Zmax finish. Clips shall be fastened with 0.148 x 1-1/2” hot-dipped galvanized joist hanger nails or 1-1/2” #9 SD Connector screws.”
b. The Specification shall be amended as follows: in Part 2, 2.02 B 3, strike entire text under this section. Replace with: “Welded wire mesh panel shall be constructed per the
Contract Drawings, as revised per Addendum 2. Submit for Designer approval.”
2. Section 033020 Integral Colored Concrete (not Reissued)
a. The Specification shall be amended as follows: in Part 2.2, A, strike entire text under this section. The correct concrete color is listed in Part 2.3, A.
Clarifications:
Sitework
1. Timber Sidewalk: Please note that bid item 024100.07, Timber Sidewalk Removal, is for removal of the sidewalk pathways in Tierney Park that are made of timber decking, as shown on sheet SD-1.01. The timber ramp connection from USACE breakwater down to the beach is
Not In Contract, NIC.
2. Flagpoles to be relocated: We estimate the height of the two outside poles are 30' +-, and the center pole is 40' +-. The two outside poles are 5" base diameter and the center pole is 8" base diameter. External ropes. Poles can be stored on site during construction as long as they are protected from damage.
Architecture
1. Insulation: All insulation shall meet the noted State of Michigan Energy code requirements
(Sheet A-1.01 Building Data) with the type of insulation material and system per contractor’s available materials and budget. Acceptable materials and systems include Board, Batt/Blanket and Spray Applied systems.
END OF ADDENDUM #4
EDGEWATER RESOURCES, LLC
518 BROAD ST, STE. 200.
ST. JOSEPH, MI 49085
CONTACT:
SUZANNE FROMSON, PLA., PROJECT MANAGER
(269) 408-6387
MISS DIG
CALL 811 AT LEAST 3 FULL WORKING DAYS (72 HRS)
BEFORE YOU DIG
UTILITY CONTACTS
UTILITY AGENCY CONTACT
WATER & SEWER Village of Lexington Water Department Chris Heiden
(810) 359-5901
ELECTRIC DTE Energy Joseph Burghardt
(734) 347-1189
GAS SEMCo Energy Gas Company Colleen Starring
(800) 624-2019
TELE-
COMMUNICATIONS
ATT (phone) Agri-Valley Services (fiber and internet)
(800) 331-0500
(888) 282-4932
ROADS Village of Lexington Department of Public Works
Jerry Scott
(810) 359-8536
FIRE DEPT Village of Lexington Fire Department Keefe Radke
(810) 359-5221
PERMIT & REVIEWS
PERMIT SCOPE AGENCY PERMIT NO. DATE
AUTHORIZED EXPIRATION DATE
BOARDWALK EGLE PENDING PENDING
SANITARY EGLE PENDING PENDING
BREAKWATER
CONNECTION WALK USACE REVIEW 11/26/24 PENDING
PLAN REVIEW LAND USE 11/13/24 NONE
PLAN REVIEW FIRE 12/12/24 NONE
BUILDING
INSPECTION
SANILAC
COUNTY BY CONTRACTOR
SOIL EROSION &
SEDIMENTATION
CONTROL
SANILAC
COUNTY BY CONTRACTOR
SANITARY REVIEW SANILAC
COUNTY BY CONTRACTOR
FUEL TANK LARA, EGLE BY CONTRACTOR
SANILAC COUNTY, MICHIGAN
VILLAGE OF LEXINGTON
7227 HURON AVE., STE. 100
LEXINGTON, MI 48450
CONTACT:
LORI FISHER, VILLAGE MANAGER
(810) 359 - 8631
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P:\2023\23-028 LXUP\CAD\SHEETS\G-0.01 COVER SHEET.DWG
DATE:
I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND CONTROL.
3/25/25
LANDSCAPE ARCHITECTURE
DATE:
Daryl Veldman, PE
I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND CONTROL.
NAME:
3/25/25
CIVIL ENGINEERING
SEAL
LAKE HURON
TIERNEY PARK
IMPROVEMENTS PROJECT
5451 Dallas Street, Lexington, MI 48450
DRAWING SET FOR BIDDING ADDENDUM #4, 4/24/25
DATE:
Michelle Rumsa, RA
I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND CONTROL.
NAME:
3/25/25
ARCHITECTURE
SEAL
DATE:
Eric Schippers, PE
I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND CONTROL.
NAME:
3/25/25
ARCHITECTURE: MECHANICAL/ELECTRIAL/PLUMBING
SEAL
Suzanne M. Fromson, PLA
NAME:SEAL
Sheet List Table Sheet Number Sheet Title
G-0.01 COVER SHEET
G-0.02 GENERAL NOTES
V-1.01 EXISTING CONDITIONS
GP-1.01 SESC & SITE PREP PLAN
GP-1.02 CONSTRUCTION SEQUENCING PLAN
SD-1.01 SITE DEMOLITION PLAN
UD-1.01 UTILITY DEMOLITION PLAN
U-1.01 UTILITY PLAN
LG-1.01 GRADING PLAN
LS-1.01 SITE PLAN
LS-1.02 SITE PLAN - CONTROL POINTS
LS-1.03 CONTROL POINTS
LS-3.01 SITE SECTIONS
LS-3.02 SITE SECTIONS
LS-3.03 SITE SECTIONS
LS-4.01 SITE PLAN ENLARGEMENTS
LS-4.02 SITE PLAN ENLARGEMENTS
LS-4.03 SITE PLAN ENLARGEMENTS
LS-5.01 SITE PLAN DETAILS
LS-5.02 SITE PLAN DETAILS
LS-5.03 SITE PLAN DETAILS
LS-5.04 SITE PLAN DETAILS
LS-5.05 SITE PLAN DETAILS
LS-5.06 SITE PLAN DETAILS
LS-5.07 SITE PLAN DETAILS
LS-5.08 SITE PLAN DETAILS
SM-5.01 STRUCTURAL MARINE DETAILS
SM-5.02 STRUCTURAL MARINE DETAILS
SM-5.03 STRUCTURAL MARINE DETAILS
U-5.01 UTILITY DETAILS
U-5.02 UTILITY DETAILS
E0.1 SITE ELECTRICAL NOTES & LEGENDS
E1.1 SITE ELECTRICAL PLAN
E2.1 SITE ELECTRICAL PHOTOMETRIC PLAN
LP-1.01 PLANTING PLAN
LP-5.01 PLANTING DETAILS
A-1.01 RESTROOM BUILDING DATA & NOTES
A-1.02 RESTROOM FLOOR PLAN & SCHEDULES
A-2.00 RESTROOM EXTERIOR ELEVATIONS
A-3.00 RESTROOM BUILDING SECTIONS AND DETAILS
A-3.01 RESTROOM INTERIOR ELEVATIONS & FINISHES
A-1.01pav PAVILION BUILDING DATA AND NOTES A-1.02pav PAVILION FLOOR PLANS & SCHEDULES A-2.00pav PAVILION EXTERIOR ELEVATIONS A-3.00pav PAVILION BUILDING SECTIONS AND DETAILS
P-1.00 RESTROOM UNDERGROUND PLUMBING PLAN
P-1.01 RESTROOM PLUMBING PLAN
M-1.01 RESTROOM & PAVILION MECHANICAL PLAN
E-1.00 RESTROOM ELECTRICAL PLAN
E-1.01 RESTROOM LIGHTING PLAN
E-10.00 ARCHITECTURE - ELECRICAL SCHEDULE
E-2.00 PAVILION ELECTRICAL PLAN
E-2.01 PAVILION LIGHTING PLAN
E-10.01 ELECTRICAL SCHEDULES & DETAILS
S001 STRUCTURAL NOTES
S101 RESTROOM FOUNDATION PLAN
S102 RESTROOM FRAMING PLAN
S301 RESTROOM FOUNDATION DETAILS
S401 RESTROOM FRAMING DETAILS
S103 PAVILION FOUNDATION PLAN
S104 PAVILION FRAMING PLAN
S302 PAVILION FOUNDATION DETAILS
S402 PAVILION FRAMING DETAILS
F0.1 FUEL-NOTES, SCHEDULES, & DETAILS
F1.1 FUEL-SITE PLAN
FE0.1 FUEL-ELECTRICAL NOTES & LEGENDS
FE0.2 FUEL-ELECTRICAL DETAILS
FE0.3 FUEL-ELECTRICAL DETAILS
FE1.1 FUEL-ELECTRICAL PLAN
P:\2023\23-028 LXUP\CAD\SHEETS\SM-5.XX STRUCTURAL MARINE DETAILS.DWG
DATE:
DESIGNED BY:
DRAWN BY:
REVIEWED BY:
SHEET NUMBER:
THE REPRODUCTION, COPYING OR
OTHER USE OF THIS DRAWING WITHOUT
WRITTEN CONSENT IS PROHIBITED.
© 2022 EDGEWATER RESOURCES, LLC.
ISSUED FOR:
REVISION
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518 Broad Street, Suite 200 Saint Joseph, MI 49085
P: 269.932.4502 edgewaterresources.com
PROJ NO.:
DATE
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SM-5.03
NC
FL
FL
23-028
3/25/25
BIDDING
4/16/25 1. ADD. 1
SCALE:
RAILING SECTION
3/4"=1'-0" DT-BOARDWALK SECT
10'-0" 3'- 6"
RAILING SECTION ENLARGEMENT
SCALE: 34" = 0'-6"
11 2"
11 2"
1'- 33 4"
34" DIA. A307 GR. A H.D.G. HEX BOLTS
BOLTS, 10" IN LENGTH W/ ASSOCIATED
HARDWARE (2 PER POST CONNECTION)
2x12 SOUTHERN PINE NO. 2
JOISTS @ 12" O.C. SPACING
CROSS BEAMS
TIMBER PILES
2x6 KEBONY TIMBER DECKINGDOUBLE 2x12 SOUTHERN PINE NO. 2 RIM JOISTS
DOUBLE 2x12 SOUTHERN PINE NO. 2 RIM JOISTS
BOARDWALK RAILING (SEE ENLARGEMENT)
2x6 KEBONY TIMBER DECKING
TYP. 2x12 SOUTHERN PINE NO. 2 JOISTS
2x6 SOUTHERN PINE NO. 2 TIMBER BOTTOM HORIZONTAL SUPPORT, ATTACH
TO POST W/ (4) 516" DIA. X 4'' LONG GRK RSS 305 STAINLESS STEEL SCREWS
WELDED WIRE MESH PANEL
2x6 SOUTHERN PINE NO. 2 TIMBER TOP HORIZONTAL SUPPORT, ATTACH TO
POST W/ (4) 516" DIA. X 4'' LONG GRK RSS 305 STAINLESS STEEL SCREWS
2x10 SOUTHERN PINE NO. 2 TIMBER TOP RAIL @ 15 DEG. ANGLE, TOP EDGES TAPERED W/ 12" RADIUS, ATTACH TO END GRAIN OF EACH POST W/ (4) 516" DIA. X 4'' LONG GRK RSS 305 STAINLESS STEEL SCREWS
6x6 SOUTHERN PINE NO. 2 TIMBER RAILING POST @ 5' MAX. SPACING
3''
3''
4'- 73 4"
SCALE:
BOARDWALK RAILING - ELEVATION
3/4"=1'-0" DT-BOARDWALK RAIL
RAILING OUTER FACE ELEVATION
RAILING INNER FACE ELEVATION
5'-0" MAX. (TO FIT)
34" DIA. A307 GR. A H.D.G. HEX BOLTS
BOLTS, 10" IN LENGTH W/ ASSOCIATED
HARDWARE (2 PER POST CONNECTION)
TYP. 516" DIA. X 4'' LONG GRK RSS 305 STAINLESS
STEEL SCREW (4 PER POST CONNECTION)
TYP. 516" DIA. X 4'' LONG GRK RSS 305 STAINLESS STEEL
SCREW (4 PER POST CONNECTION)
DOUBLE 2x12 SOUTHERN PINE NO. 2 RIM JOISTS
2x6 KEBONY TIMBER DECKING
2x6 SOUTHERN PINE NO. 2
BOTTOM HORIZONTAL SUPPORT
WELDED WIRE MESH PANEL
6X6 SOUTHERN PINE NO. 2 RAILING POST @ 5' MAX. SPACING
2x6 SOUTHERN PINE NO. 2 TOP HORIZONTAL SUPPORT
2x10 SOUTHERN PINE NO. 2 TOP RAIL
6X6 SOUTHERN PINE NO. 2 RAILING POST @ 5' MAX. SPACING
2x6 SOUTHERN PINE NO. 2 TOP HORIZONTAL SUPPORT
2x10 SOUTHERN PINE NO. 2 TOP RAIL
2x6 KEBONY TIMBER DECKING 2x6 SOUTHERN PINE NO. 2
BOTTOM HORIZONTAL SUPPORT
WELDED WIRE
MESH PANEL
HORIZONTAL SUPPORT
CONN. ENLARGEMENT
SCALE: 34" = 0'-6"
RAILING POST CONN.
ENLARGEMENT
SCALE: 3 4" = 0'-6"
TOP RAIL CONN.
ENLARGEMENT
SCALE: 3 4" = 0'-6"
6x6 SOUTHERN PINE NO. 2
TIMBER RAILING POST
2x6 SOUTHERN PINE NO. 2
HORIZONTAL SUPPORT
6x6 SOUTHERN PINE NO. 2 TIMBER RAILING POST
DOUBLE 2x12 SOUTHERN PINE NO. 2 RIM JOISTS
2x6 KEBONY TIMBER DECKING
3'' T
YP
23 4"
51 4" 11 2"
TY
P.
2 1 2''
6x6 SOUTHERN PINE NO. 2
TIMBER RAILING POST
2x10 SOUTHERN PINE NO. 2 TOP RAIL
2x6 SOUTHERN PINE NO. 2
HORIZONTAL SUPPORT
516" DIA. X 4'' LONG GRK RSS 305 STAINLESS
STEEL SCREW (4 PER POST CONNECTION)
516" DIA. X 4'' LONG GRK RSS
305 STAINLESS STEEL SCREW
(4 PER POST CONNECTION)
58" DIA. X 10'' LONG H.D.G. A307 GR. A HEX BOLTS
3 34" MAX.
212"
112"
TYP.
TY
P.
2 1 2''
212"
112"
TYP. 3''
1 2
RAILING NOTES:
1. WELDED WIRE MESH PANEL TO BE 3" X 3" X 14" DIAMETER HOT DIPPED GALVANIZED AFTER WELDED STEEL WIRE MESH. SUBMIT FOR
ENGINEER APPROVAL.
2. SECURE WIRE MESH PANEL TO BACKSIDE OF TOP AND BOTTOM SUPPORTS WITH HEAVY GALVANIZED FENCE STAPLES AT 8” O.C. SUBMIT
FOR ENGINEER APPROVAL.
3. IN LOCATIONS OF CUT WELDED WIRE MESH PANEL, DRILL 5 16" DIA. HOLES IN SIDE OF 6x6 RAILING POST TO RECEIVE ENDS OF CUT HORIZONTAL WIRES AND ATTACH WITH GALVANIZED WIRE CLIP (SUBMIT FOR ENGINEER APPROVAL). NO CUT WIRES TO BE EXPOSED.
4. ALL CONNECTIONS TO BE DETAILED IN SHOP DRAWINGS. SHOP DRAWINGS AND FASTENER PRODUCT INFORMATION TO BE SUBMITTED TO
ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCUREMENT.
5. SUBMIT FOR ENGINEER APPROVAL: SHOP DRAWINGS; STEEL MILL CERTIFICATES; AWS CERTIFICATIONS; WELDING METHODOLOGY; AND
FASTENER/HARDWARE PRODUCT INFORMATION.
6. ALL MEMBERS SHOWN ARE CONTINUOUS.
7. ALL TIMBER ELEMENTS TO BE SOUTHERN PINE NO. 2 CONFORMING TO SPIB & AWC NDS REQUIREMENTS. THEY SHALL MEET TREATMENT
REQUIREMENTS OF USE CATEGORY UC4A OR BETTER.
8. PROVIDE PERPENDICULAR FULL DEPTH BLOCKING AT ALL POST LOCATIONS
9. ALL FASTENERS SHALL BE ACQ COMPATIBLE
9. POST CONNECTION BOLTS TO BE 6'' MIN. DISTANCE FROM BUTT JOINTS OF BOARDWALK RIM JOISTS.
4/24/25 2. ADD. 4
File details come from the government source that posted it. Updated .