AH POND DREDGING_ADDENDUM 1.pdf

ADDENDUM No. 1 March 17, 2025

2025 Auburn Hills Pond Dredging

City of Auburn Hills OHM Job No. 0120-24-0300

The following changes, additions, and/or clarifications to the Contract Documents shall be incorporated in said documents and shall be allowed for in the unit prices bid by the Contractor such that the unit prices indicated in the Bid Form shall represent the conditions as set forth in the Contract Documents and this addendum. The bidder shall acknowledge the receipt of this addendum on page BF-1 of the Bid Form and shall staple this addendum into the Contract Book.

The Bidder shall also send an email to abby.boger@ohm-advisors.com to confirm that they are in receipt of the Addendum.

This Addendum contains 15 pages.

ADDITIONS AND CHANGES TO THE SPECIFICATIONS

SECTION BID FORM

1. Replace pages BF-3 to BF-5 (3 Pages).

Category 1: Fieldstone

a. Add Line Item 3: Clearing = 0.1 Acres

b. Subtract 0.25 LSUM from Line Item 34: Remove, Salvage, and Replace Landscaping

Alternates for Category 1: Fieldstone

a. Add Line Item 2: Dredge, Fieldstone, Alternative = 3000 Cyd

Category 2: Library Basin

a. Add Line Item 39: Tree, Rem, 6 inch to 18 inch = 5 Ea

b. Add Line Item 62: Tree Replacement, 3 inch caliper or Larger = 5 Ea

c. Add Line Item 70: Remove, Salvage, and Replace Landscaping = 0.25 LSUM

SECTION APPENDICES

2. Add Appendix D – EGLE Permit (11 Pages).

Category 1: Fieldstone

a. The EGLE Permit and approved temporary crossing details have been provided for the Contractor’s reference.

CATEGORY 1 - FIELDSTONE Unit

Item Description Price Amount

1 Mobilization, Max 0.80 LSUM $ $

2 Audio Video Route Survey, Fieldstone 1.00 LSUM $ $

3 Clearing 0.10 Acre $ $

4 Tree Rem, 6 inch to 18 inch 5.00 Ea $ $

5 Curb and Gutter, Rem 100.00 Ft $ $

6 Pavt, Rem, Modified 1245.00 Syd $ $

7 Subgrade Undercutting, Type IV 150.00 Cyd $ $

8 Dredge Material Handling and Disposal, LM 3000.00 Cyd $ $

9 Dredge, Fieldstone 3000.00 Cyd $ $

10 Erosion Control, Turbidity Curtain, Shallow 30.00 Ft $ $

11 Erosion Control, Turbidity Curtain, Deep 30.00 Ft $ $

12 Erosion Control, Silt Fence, OCWRC 1300.00 Ft $ $

13 Erosion Control, Inlet Protection, Fabric Drop OCWRC 12.00 Ea $ $

14 Project Cleanup 0.65 LSUM $ $

15 Aggregate Base, Modified 100.00 Ton $ $

16 Geotextile, Separator, Non-Woven 5500.00 Syd $ $

17 Culv End Sect 24 inch, Grate 1.00 Ea $ $

18 Drain Cover, 1-6 inch 2.00 Ea $ $

19 San Structure, Adj 2.00 Ea $ $

20 HMA, 4EML 145.00 Ton $ $

21 HMA, 5EML 145.00 Ton $ $

22 Temporary Access, Fieldstone 1.00 LSUM $ $

23 Curb and Gutter, Conc, Det F2 100.00 Ft $ $

24 Fence, Temp 600.00 Ft $ $

25 Pavt Mrkg, Polyurea, 4 inch, Yellow 100.00 Ft $ $

26 Traf Regulator Control 0.35 LSUM $ $

27 Boulder, Relocate 5.00 Ea $ $

28 Tree Replacement, 3 inch caliper or Larger 5.00 Ea $ $

29 Seed Mix Allowance 1.00 Dlr $ 10,000.00 $ 10,000.00

30 Sod Allowance 1.00 Dlr $ 10,000.00 $ 10,000.00

31 Irrigation Allowance 1.00 Dlr $ 10,000.00 $ 10,000.00

32 Contractor Staking 0.60 LSUM $ $

33 Temporary Stream Diversion 1.00 Hr $ $

BID FORM for

Quantity

Auburn Hills 2025 Pond Dredging

City of Auburn Hills, Oakland County, State of Michigan

OHM Job Number: 0120-24-0300

Estimated

BF-3 0120-24-0300

BID FORM for

Auburn Hills 2025 Pond Dredging

City of Auburn Hills, Oakland County, State of Michigan

OHM Job Number: 0120-24-0300

34 Temporary Stream Diversion, Pump System 1.00 LSUM $ $

35 Remove, Salvage, and Replace Landscaping 0.75 LSUM $ $

36 Crew Days Cday $ 800.00 $

Subtotal Category 1 (ITEM 1-36 incl.): $

ALTERNATES FOR CATEGORY 1

1 Temporary Access, Fieldstone, Alternative Route 1.00 LSUM $ $

2 Dredge, Alternative 600.00 Cyd $ $

CATEGORY 2 - AH LIBRARY BASIN Unit

Item Description Price Amount

36 Mobilization, Max 0.20 LSUM $ $

37 Audio Video Route Survey, Library Basin 1.00 LSUM $ $

38 Clearing 0.20 Acre $ $

39 Tree Rem, 6 inch to 18 inch 5.00 Ea $ $

40 Curb and Gutter, Rem 100.00 Ft $ $

41 Pavt, Rem, Modified 135.00 Syd $ $

42 Dredge Material Handling and Disposal, LM 600.00 Cyd $ $

43 Dredge, Library Basin 600.00 Cyd $ $

44 Embankment, CIP, Modified 5.00 Cyd $ $

45 Erosion Control, Sediment Trap, OCWRC 2.00 Ea $ $

46 Erosion Control, Silt Fence, OCWRC 400.00 Ft $ $

47 Erosion Control, Inlet Protection, Fabric Drop OCWRC 2.00 Ea $ $

48 Project Cleanup 0.35 LSUM $ $

49 Aggregate Base, Modified 15.00 Ton $ $

50 Geotextile, Separator, Non-Woven 645.00 Syd $ $

51 Culv End Sect 12 inch, Grate 2.00 Ea $ $

52 Drain Cover, 1-6 inch 6.00 Ea $ $

53 Stm Structure Cover, Adj 2.00 Ea $ $

54 Wtr Structure Cover, Adj 1.00 Ea $ $

55 HMA, 4EML 15.00 Ton $ $

56 HMA, 5EML 15.00 Ton $ $

57 Temporary Access, Library Basin 1.00 LSUM $ $

58 Curb and Gutter, Conc, with BFRP Reinf, Det F6 100.00 Ft $ $

59 Fence, Temp 200.00 Ft $ $

60 Pavt Mrkg, Polyurea, 6 inch, Yellow 100.00 Ft $ $

Estimated

Quantity

BF-4 0120-24-0300

BID FORM for

Auburn Hills 2025 Pond Dredging

City of Auburn Hills, Oakland County, State of Michigan

OHM Job Number: 0120-24-0300

61 Traf Regulator Control 0.65 LSUM $ $

62 Tree Replacement, 3 inch caliper or Larger 5.00 Ea $ $

63 Turf Establishment, Performance 1.00 LSUM $ $

64 Sprinkler Line 100.00 Ft $ $

65 Irrigation Control Box, Relocate 2.00 Ea $ $

66 Irrigation Control Box, Replace 2.00 Ea $ $

67 Sprinkler Head, Relocate 5.00 Ea $ $

68 Sprinkler Head, Replace 5.00 Ea $ $

69 Contractor Staking 0.40 LSUM $ $

70 Remove, Salvage, and Replace Landscaping 0.25 LSUM $ $

71 Crew Days Cday $ 800.00 $

Subtotal Category 2 (ITEM 36-71 incl.): $

ALTERNATES FOR CATEGORY 2

1 Non Haz Contaminated Material Handling and Disposal, LM, Modified 600.00 Cyd $ $

Subtotal Category 1: $

Subtotal Category 2: $

Total Bid Amount (Categories 1 & 2 incl.): $

BF-4 0120-24-0300

MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY

WATER RESOURCES DIVISION

PERMIT

Issued To:

City of Auburn Hills, Attn: Tim Wisser 1500 Brown Road Auburn Hills, MI 48326

Permit No: WRP043510 v.1 Submission No.: HQ6-929T-KVPV5 Site Name: Auburn Hills CM Issued: December 12, 2024 Revised:

Expires: December 12, 2029

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

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

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

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

Authorized Activity:

Mechanically dredge no more than 3,000 cubic yards of material 3 feet deep in a 27,000 square foot area (300 feet by 90 feet) within a pond in-line with the Galloway Ditch as indicated in the attached approved plans. Dredging shall avoid nearshore shallows as depicted in the attached approve plans. Deploy a temporary bridge crossing during dredging activities and remove within 30 days of dredge project completion.

During dredging activities, and until the site is stabilized, the stream upstream and downstream of the dredge shall be blocked off with turbidity curtains, grave bags, or other acceptable materials, and the water pumped around the in-line pond. Water shall be

EGLE

WRP043510 v1.0

Approved Issued On:12/12/2024

Expires On:12/12/2029

City of Auburn Hills, Attn: Tim Wisser 2 WRP043510 v.1 discharged into the watercourse with appropriate treatments to remove suspended particles and to dissipate energy. An extra pump shall be kept on site in the event of failure.

No dredging or in-water work authorized by this permit is allowed between March 1 and June 30 of any year this permit is active, to protect active spawning and use periods within the Galloway Ditch and associated water resources.

All work shall be in accordance with the attached approved plans and the specific terms and conditions of this permit.

Waterbody Affected: In-line pond to the Galloway Ditch Property Location: Oakland County, City of Auburn Hills, Town/Range/Section 03N10E13, Property Tax No. 02-14-10-200-023

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

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

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

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

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

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

F. It is made a requirement of this permit that the permittee give notice to public utilities in accordance with 2013 PA 174 (Act 174) and comply with each of the requirements of Act 174.

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

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

I. Permittee shall notify EGLE within one week after the completion of the activity authorized by this permit by completing and forwarding the attached preaddressed postcard to the office addressed thereon.

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

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

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

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

N. The permittee shall indemnify and hold harmless the State of Michigan and its departments, agencies, officials, employees, agents, and representatives for any and all claims or causes of action arising from acts or omissions of the permittee, or employees, agents, or representative of the permittee, undertaken in connection with this permit. The permittee's obligation to indemnify the State of Michigan applies only if the state: (1) provides the permittee or its designated EGLE

WRP043510 v1.0 Approved

City of Auburn Hills, Attn: Tim Wisser 3 WRP043510 v.1 representative written notice of the claim or cause of action within 30 days after it is received by the state, and (2) consents to the permittee's participation in the proceeding on the claim or cause of action. It does not apply to contested case proceedings under the Administrative Procedures Act, 1969 PA 306, as amended, challenging the permit. This permit shall not be construed as an indemnity by the State of Michigan for the benefit of the permittee or any other person.

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

P. If any change or deviation from the permitted activity becomes necessary, the permittee shall request, in writing, a revision of the permitted activity from EGLE. Such revision request shall include complete documentation supporting the modification and revised plans detailing the proposed modification. Proposed modifications must be approved, in writing, by EGLE prior to being implemented.

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

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

S. Construction must be undertaken and completed during the dry period of the wetland. If the area does not dry out, construction shall be done on equipment mats to prevent compaction of the soil.

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

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

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

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

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

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

1. During dredge activities, and until dredge activities have been completed, water shall be pumped around the dredging area as depicted in the attached approved plans to avoid overtopping of downstream turbidity controls and to minimize the amount of sediment being EGLE

WRP043510 v1.0 Approved

City of Auburn Hills, Attn: Tim Wisser 4 WRP043510 v.1 carried downstream during dredge activities. An extra pump shall be kept on site in the event of failure.

2. Prior to beginning dredging activities, the permittee shall submit to EGLE a temporary stream overflow diversion plan that specifies the type and capacity of pump that shall be used for pump around activities required by Condition 1. Work shall not proceed until receiving approval from EGLE.

3. Prior to commencement of dredging activities, the dredge area shall be segregated from the stream upstream with a turbidity curtain as indicated in the attached approved plans to prevent off-site siltation. The turbidity curtain shall be installed to extend from the bed of the waterbody to a point above the existing water’s surface. The turbidity curtain shall be maintained for the duration of the project and shall be left in place after completion until all disturbed sediments have settled.

4. No dredging or in-water work authorized by this permit is allowed between March 1 and June 30 of any year this permit is active, to protect active spawning and use periods within the Galloway Ditch and associated water resources.

5. For any temporary bridge that is constructed as part of this project, the structure shall be a clear-span bridge with the lowest bottom of beam elevation at or above the natural ground elevations within ten (10) feet of either end of the structure. The bridge shall be removed within 30 days of the completion of the activities covered by this permit.

6. Authority granted by this permit does not waive permit or program requirements under Part 91 of the NREPA or the need to acquire applicable permits from the CEA. To locate the Soil Erosion Program Administrator for your county, visit https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview and select “Soil Erosion and Sedimentation Control Agencies”.

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

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

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

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

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

WRP043510 v1.0 Approved

Issued On:12/12/2024 https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview

City of Auburn Hills, Attn: Tim Wisser 5 WRP043510 v.1

12.Prior to the initiation of any permitted construction activities, a sedimentation barrier shall be constructed immediately down gradient of the construction site. Sedimentation barriers shall be specifically designed to handle the sediment type, load, water depth, and flow conditions of each construction site throughout the anticipated time of construction and unstable site conditions. The sedimentation barrier shall be maintained in good working order throughout the duration of the project. Upon project completion, the accumulated materials shall be removed and disposed of at an upland (non-wetland, non-floodplain) site and stabilized with seed and mulch. The sedimentation barrier shall then be removed in its entirety and the area restored to its original configuration and cover.

13.All raw areas in uplands resulting from the permitted construction activity shall be effectively stabilized with sod and/or seed and mulch (or other technology specified by this permit or project plans) in a sufficient quantity and manner to prevent erosion and any potential siltation to surface waters or wetlands. Temporary stabilization measures shall be installed before or upon commencement of the permitted activity, and shall be maintained until permanent measures are in place. Permanent measures shall be in place within five (5) days of achieving final grade.

14.Upon completion of your project, you must complete and return the enclosed card, including photos taken showing the "as-built" condition of your project.

15.The completion card and required photos shall be forwarded to EGLE’s Water Resources Division, Warren District Office, within 30 days of completion of the project. Staff will use such pictures for monitoring compliance with your permit. Failure to submit these photos is an event of noncompliance.

16.All work shall be in accordance with the attached approved plans and the specific terms and conditions of this permit.

Issued By:

Robert Primeau Warren District Office Water Resources Division 586-256-7274 cc: Auburn Hills City Clerk Oakland County Drain Commissioner Oakland County Water Resources Commission – CEA Hannah Driesenga, OHM Advisors Abby Boger, OHM Advisors

EGLE

WRP043510 v1.0

Approved

Design Criteria:

- All deck to be Sterling CLT 700 unless approved otherwise.

- All bearing matting to be minimum Sterling CLT 500 unless approved otherwise.

- Rail:

• OSHA 1926.502b

• 200 lb point load

- Beams:

• Design Vehicle: IMT International AF-280 Drill Rig (<200 kips) Tracks uniformly loaded and centered between beams for even load distribution. See below for design track dimensions.

***Consult TerraCross manufacturer prior to using any other vehicle***

TERRACROSS

Utility & Construction Access Bridge System

Pre-fabricated Components Qty. Weight (lbf each).

Exterior Beam Assembly 2 4,700 Interior Beam Assembly 2 4,550

Deck Curb (Outside 1) 2 85 Deck Curb (Outside 2) 2 85

Deck Curb (Inside) 6 110 OSHA Rail (Outside) 4 80 OSHA Rail (Inside) 6 95

Bearing Peg 16 10

Table of Contents Page

Cover Page 1 Plan & Elevation 2

Exterior Beam Layout 3 Interior Beam Layout 4

General Assembly 5

Paint Colors:

- Beam, Curb and Peg: Black CC3156

- Railing: Orange CC3650

- Painted Logo: Orange Acrylic Enamel

Design Criteria:

- All deck to be Sterling CLT 700 unless approved otherwise.

- All bearing matting to be minimum Sterling CLT 500 unless approved otherwise.

- Rail:

• OSHA 1926.502b

• 200 lb point load

- Beams:

• Design Vehicle: IMT International AF-280 Drill Rig (<200 kips) Tracks uniformly loaded and centered between beams for even load distribution. See below for design track dimensions.

***Consult TerraCross manufacturer prior to using any other vehicle***

CUSTOMER PO NO.:

CUSTOMER NAME:

Cover Page

DRAWING NO.:

CUSTOMER ADDRESS:

DRAWN BY:

TERRACROSS - 40'

PROJECT LOCATION:

building codes, ordinances, or regulations in any jurisdiction and is not intended to take the place of the

Solutions, LLC

DESCRIPTION:DATE

General

ML

required for any particular project or application. © 2010-2020 The Approach LLC. All Rights Reserved.

TC-40-XXXX

Sterling Site Access requirments of applicable codes and standards. The information presented is for review and approval of the

Michael K. Lewis

Sheet 1 of 5

04/21/2020

NAME

CBB

05/25/2019

04/21/2020

No.

04/21/2020

RECORD OF REVISIONS

ORDER NO.:

PROJECT NAME:

e, and is not to scale. The information provided may not meet Federal, State or local architect and engineer of record, and is not a substitute for professional evaluation and determination

Colorado PE No. 0056792

CHECKED BY:

DESIGN UPDATE

12/10/20180

DATE

INITIAL SUBMITTAL

DESIGN UPDATE

Physical properties are defined by The AISC, Aluminum Association, AASHTO, ASTM, ASCE, and/or standard engineering practice. The values shown are nominal and may vary. The information found in this document is believed to be true and accurate. No warranties of any kind are made as to the suitability of any The Approach LLC product for particular applications or the results obtained there from. The information provided is subject to change without notic

Chattahoochee Engineering, LLC 107 Fox Hills Circle SE Marietta, GA 30067

404-202-4885

16'-0" 16'-0"

3'-0", Typ.

APPROVED EGLE PLANS 1 of 6

EGLE

WRP043510 v1.0

Approved

General Plan & Elevation

DRAWING NO.:

CUSTOMER PO NO.:

ORDER NO.:

TERRACROSS - 40'

CUSTOMER NAME:

Sterling Site Access Solutions, LLC

DESCRIPTION:DATENo.

MLDRAWN BY:

TC-40-XXXX

Physical properties are defined by The AISC, Aluminum Association, AASHTO, ASTM, ASCE, and/or standard engineering practice. The values shown are nominal and may vary. The information found in this document is believed to be true and accurate. No warranties of any kind are made as to the suitability of any The Approach LLC product for particular applications or the results obtained there from. The information provided is subject to change without notice, and is not to scale. The information provided may not meet Federal, State or local building codes, ordinances, or regulations in any jurisdiction and is not intended to take the place of the requirments of applicable codes and standards. The information presented is for review and approval of the architect and engineer of record, and is not a substitute for professional evaluation and determination required for any particular project or application. © 2010-2020 The Approach LLC. All Rights Reserved.

04/21/2020

RECORD OF REVISIONS

CUSTOMER ADDRESS:

PROJECT NAME:

PROJECT LOCATION:

Michael K. Lewis Colorado PE No. 0056792

CHECKED BY:

NAME

12/10/20180

05/25/2019

04/21/2020

INITIAL SUBMITTAL

DESIGN UPDATE

DESIGN UPDATE

CBB

DATE

04/21/2020

Sheet 2 of 5

Chattahoochee Engineering, LLC 107 Fox Hills Circle SE Marietta, GA 30067

404-202-4885

General Elevation

3' -6

R a il

H t.

T e rr a

La m

M a t

40'-0" Long (Horizontal)

General Plan

8'

-0

W id e

40'-0" Long (Horizontal)

APPROVED EGLE PLANS 2 of 6

EGLE

WRP043510 v1.0

Approved

15 16

(o

-o

Exterior Beam Layout

DRAWING NO.:

CUSTOMER PO NO.:

ORDER NO.:

TERRACROSS - 40'

CUSTOMER NAME:

Sterling Site Access Solutions, LLC

DESCRIPTION:DATENo.

MLDRAWN BY:

TC-40-XXXX

04/21/2020

RECORD OF REVISIONS

CUSTOMER ADDRESS:

PROJECT NAME:

PROJECT LOCATION:

Michael K. Lewis Colorado PE No. 0056792

CHECKED BY:

NAME

12/10/20180

05/25/2019

04/21/2020

INITIAL SUBMITTAL

DESIGN UPDATE

DESIGN UPDATE

CBB

DATE

04/21/2020

Physical properties are defined by The AISC, Aluminum Association, AASHTO, ASTM, ASCE, and/or standard engineering practice. The values shown are nominal and may vary. The information found in this document is believed to be true and accurate. No warranties of any kind are made as to the suitability of any The Approach LLC product for particular applications or the results obtained there from. The information provided is subject to change without notice, and is not to scale. The information provided may not meet Federal, State or local building codes, ordinances, or regulations in any jurisdiction and is not intended to take the place of the requirments of applicable codes and standards. The information presented is for review and approval of the architect and engineer of record, and is not a substitute for professional evaluation and determination required for any particular project or application. © 2010-2020 The Approach LLC. All Rights Reserved.

Sheet 3 of 5

Chattahoochee Engineering, LLC 107 Fox Hills Circle SE Marietta, GA 30067

404-202-4885

ElevationDiamond Tread Bearing

Painted Logo

'-6

3 8

(o -o

1'-0 1 4 ", Typ.

13'-4"CL -CL Lifting Tabs

A

A

Top

Diamond Tread Deck 4"x4" Bearing Peg Tubes (x4)

40'-0 1 2 ": Out-to-Out

8'-0" 8'-0" 5'-10" 2'-2 1 4 " 8'-0" 5'-10"

1'-10" (Out-Out)

2'-2 1 4 "

4"x4" Rail Pocket (x6)

4"x4" Risers, Typ.

Lifting Tab (x4)

BottomDiamond Tread Bearing

Interior Stiffener

1'-10 3 4 "

2'-6" 1'-10" (Out-Out)

Typical

Exterior I.D. Plate "A" or "D"

9"

1 2

Lifting Tab (x4)

SECTION A-A

1" H ole

APPROVED EGLE PLANS 3 of 6

EGLE

WRP043510 v1.0

Approved

15 16

(o

-o

Interior Beam Layout

DRAWING NO.:

CUSTOMER PO NO.:

ORDER NO.:

TERRACROSS - 40'

CUSTOMER NAME:

Sterling Site Access Solutions, LLC

DESCRIPTION:DATENo.

MLDRAWN BY:

TC-40-XXXX

04/21/2020

RECORD OF REVISIONS

CUSTOMER ADDRESS:

PROJECT NAME:

PROJECT LOCATION:

Michael K. Lewis Colorado PE No. 0056792

CHECKED BY:

NAME

12/10/20180

05/25/2019

04/21/2020

INITIAL SUBMITTAL

DESIGN UPDATE

DESIGN UPDATE

CBB

DATE

04/21/2020

Physical properties are defined by The AISC, Aluminum Association, AASHTO, ASTM, ASCE, and/or standard engineering practice. The values shown are nominal and may vary. The information found in this document is believed to be true and accurate. No warranties of any kind are made as to the suitability of any The Approach LLC product for particular applications or the results obtained there from. The information provided is subject to change without notice, and is not to scale. The information provided may not meet Federal, State or local building codes, ordinances, or regulations in any jurisdiction and is not intended to take the place of the requirments of applicable codes and standards. The information presented is for review and approval of the architect and engineer of record, and is not a substitute for professional evaluation and determination required for any particular project or application. © 2010-2020 The Approach LLC. All Rights Reserved.

Sheet 4 of 5

Chattahoochee Engineering, LLC 107 Fox Hills Circle SE Marietta, GA 30067

404-202-4885

BottomDiamond Tread Bearing

Interior Stiffener

1'-10 3 4 "

2'-6" 1'-10" (Out-Out)

Elevation Diamond Tread Bearing

'-6

3 8

(o -o

1'-0 1 4 ", Typ.

13'-4"CL -CL Lifting Tabs

B

B

4"x4" Risers, Typ.

Lifting Tab (x4)

Typical Lifting Tab (x4)

Interior I.D. Plate "B" or "C"

1 2

9"

Top

Diamond Tread Deck 4"x4" Bearing Peg Tubes (x4)

40'-0 1 2 ": Out-to-Out

1'-10" (Out-Out)

SECTION B-B

1" H ole

APPROVED EGLE PLANS 4 of 6

EGLE

WRP043510 v1.0

Approved

General Assembly

DRAWING NO.:

CUSTOMER PO NO.:

ORDER NO.:

TERRACROSS - 40'

CUSTOMER NAME:

Sterling Site Access Solutions, LLC

DESCRIPTION:DATENo.

MLDRAWN BY:

TC-40-XXXX

04/21/2020

RECORD OF REVISIONS

CUSTOMER ADDRESS:

PROJECT NAME:

PROJECT LOCATION:

Michael K. Lewis Colorado PE No. 0056792

CHECKED BY:

NAME

12/10/20180

05/25/2019

04/21/2020

INITIAL SUBMITTAL

DESIGN UPDATE

DESIGN UPDATE

CBB

DATE

04/21/2020

Physical properties are defined by The AISC, Aluminum Association, AASHTO, ASTM, ASCE, and/or standard engineering practice. The values shown are nominal and may vary. The information found in this document is believed to be true and accurate. No warranties of any kind are made as to the suitability of any The Approach LLC product for particular applications or the results obtained there from. The information provided is subject to change without notice, and is not to scale. The information provided may not meet Federal, State or local building codes, ordinances, or regulations in any jurisdiction and is not intended to take the place of the requirments of applicable codes and standards. The information presented is for review and approval of the architect and engineer of record, and is not a substitute for professional evaluation and determination required for any particular project or application. © 2010-2020 The Approach LLC. All Rights Reserved.

Sheet 5 of 5

Chattahoochee Engineering, LLC 107 Fox Hills Circle SE Marietta, GA 30067

404-202-4885

Step1: Place Bearing Mats

Notes:

- General assembly method ***not for installation***

- Consult Manufacturer and/or Professional Engineer for specific vehicle use, bearing, and slope capacity.

Curb End Post Pair Sleeved into Raling Pocket (1/2" Gap)

Curb End Post Sleeved Into Rail Pocket

Railing Sleeved Into Curb Post

Cored Alignment Holes

Bearing Pegs installed at desired locations

Lag bolt holes for securing Bearing Pegs - min. 1/2" x 5" by others

Step 2: Place Beam Assemblies Step 3A: Install Curb

Step 3B: Place Terralam Decking

Step 3C: Install Railing

Bearing Pegs through alignment tubes

Step 4: Assembled

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EGLE

WRP043510 v1.0

Approved

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EGLE

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Approved Issued On:12/12/2024 http://www.ohm-advisors.com