Addendum 1.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-91-25

FOR: Campground Renovation Parks - Campgrounds - Multi Park West My Old Kentucky Home Campground Taylorsville Lake Campground Bardstown and Mt. Eden, Kentucky

DATE: October 3, 2024

RFB-785-2500000164

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-91-25 For: Campground Renovation Parks - Campgrounds - Multi Park West My Old Kentucky Home Campground Taylorsville Lake Campground Bardstown and Mt. Eden, Kentucky

Kristi Sharp, Statewide Procurement Manager Division of Engineering and Contract Administration

Campground Renovation Parks – Campgrounds – Multi Park West My Old Kentucky Home Campground Taylorsville Lake Campground Engineering File No. 670-CB58-CO54-06 C/S Project No. 2326F

RFB 91-25

2024.10.03

Addendum No. 01 _ The original specifications and drawings dated RTA 08/21/24 for the above referenced project are amended as noted in this Addendum.

Receipt of this Addendum shall be acknowledged by inserting its number in the space provided on the Official Bid Document for RFB 91-25

GENERAL

1) See the attached CAD Release form to obtain AutoCAD files for the project base files. Due to the size of the TL arial image, files will be sent via WeTransfer. Email request to Ben Boggs, bboggs@clotfelter-samokar.com

2) See attached Statement of Special Inspections.

3) Project Sign for My Old Kentucky Home: Contractor shall provide one exterior project / construction identification sign, full color printed sign, 8’ tall by 16’ wide. The sign shall be securely affixed, with the bottom of the sign 4’ above the grade utilizing a minimum of four 6x6 posts. Digital image will be provided by the Architect’s office for use by the sign provider. Sign shall be maintained throughout construction as required to remain legible. Location to be determined prior to start of construction. No sign required for Taylorsville Lake.

4) Taylorsville Lake General Project Notes:

a) Taylorsville Lake Campground will be closed during construction. All existing utilities servicing the campground can be turned off at the start of work.

b) Do not include any tree or plant removal for the utility installation in your bid. Utility lines can be adjusted slightly in the field during construction to be placed along the tree lines, or to go around existing vegetation. Any tree/vegetation removal required will be handled via change order during construction.

c) Bid the new sanitary line as designed. The sanitary line may be adjusted during construction to move manholes out of swales. This will be reviewed during the preconstruction meeting. Contractor shall stake out the manhole locations for review by the Design Team.

d) Any existing wood fencing, wood timber campsite edging and campsite gravel pads needing to be removed to install utility lines, shall be reinstalled per existing. Assume all wood will be salvageable. Carefully remove and replace the campsite gravel per existing.

Provide new stone meeting the requirements in the specifications and details as required after utility work is complete.

e) Any leftover spoils from excavations can be wasted on site. Only soils and rock will be allowed to be wasted, no trash or non-soil materials. The area of wasting will be an existing dump area located about 1 mile from the entrance to the campground. Exact location to be determined during the pre-construction meeting. See image below for approximate location.

i)

SPECIFICATIONS

5) Add the following Specification Sections to the Index: “01 31 26 Existing Hazardous Material Information” and “08 51 13 Aluminum Windows” and “26 06 11 – Utility Horizontal Directional Drilling.”

6) Products and/or materials from the following Manufacturers are approved as equivalent to those originally specified. This approval does NOT relieve any bidder from meeting the standards set forth by the technical specifications.

Section 07 41 13.16 Standing-Seam metal Roof Panels – Peterson Aluminum Corporation product “Tite-Loc Plus”.

Section 07 41 13.16 Standing-Seam metal Roof Panels – Peterson Aluminum Corporation product “Pac Clad HT” underlayment.

Section 32 40 00 Site Furnishing – DuMor Inc.

7) Section 01 31 26 Existing Hazardous Material Information: Add the attached section in its entirety.

8) Section 07 21 00 Thermal Insulation: Add the following paragraph 2.4.B, “Eave Ventilation

Troughs: Preformed, rigid fiberboard or plastic sheets designed and sized to fit between roof framing members and to provide ventilation between insulated attic spaces and vented eaves.”

9) Section 08 51 13 Aluminum Windows: Add the attached section in its entirety.

10) Section 08 71 00 Door Hardware: Add threshold Model 655A-223 as manufactured by Zero

Manufacturing or equal to Hardware Set 01.

11) Section 260611 – Utility Horizontal Directional Drilling: Add the specification section. The Contractor shall be permitted to utilize directional boring for all conduits on site in lieu of open trenching where ground conditions permit. All directional boring shall be coordinated with all other trades and existing conditions to avoid conflict.

12) Section 31 10 00 Site Clearing: Add the following paragraph 3.8.C, “The existing building to be removed contains limited amounts of Asbestos Containing Materials (ACM). These materials shall be abated by a Kentucky licensed asbestos abatement company prior to building demolition. Refer to Section 00 31 26 Existing Hazardous Material Information for the location and types of ACM’s to be removed.”

13) Section 32 40 00 Site Furnishings: Add the following to the end of paragraph, 2.3.A Picnic

Tables. The 36 standard tables shall be 8’ long, UT Series Picnic Tables – Using Expanded Steel. The 3 ADA tables shall be UT and UTH Series End Accessible Picnic Table – Using Steel Tops/Seats.

14) Section 32 40 00 Site Furnishings: Add the following to the end of paragraph, 2.3.A.d:

Expanded steel D-Type and V-Type openings are acceptable for use in lieu of the perforated style.

15) Section 32 40 00 Site Furnishings: Replace the following paragraph, 2.3.C.a with the following: Perforated Steel – R Type – 6 ft seats, 8 ft top. Provide accessible seating area at the end of the table.

DRAWINGS

16) Sheet C002 – Replace sheet with revised sheet. Adjust scope of demolition at the main entrance drive. The User Agency has since paved this area, and no work will be required in this area. Field verify exact extents.

17) Sheet C103 – Replace sheet with revised sheet. Adjust scope of grading work at the main entrance drive. The User Agency has since paved this area, and no work will be required in this area.

18) Sheet C203 – Replace sheet with revised sheet. Adjust scope of new asphalt work at the main entrance drive. The User Agency has since paved this area, and no work will be required in this area. Field verify the exact extents and tie ins.

19) Sheet C301 – Remove the following quantity of trees from your bid. The exact location of the trees to be removed will be issued by an ASI during construction.

a) BETN – Remove total of 18 trees.

b) CELO – Remove a total of 10 trees.

c) LIRT – Remove a total of 6 trees.

d) PLAO – Remove a total of 11 trees.

e) QUER – Remove a total of 1 tree.

f) JUNV – Remove a total of 6 trees.

g) THUO – Remove a total of 6 trees.

h) CERC – Remove a total of 12 trees.

i) CHIV – Remove a total of 8 trees.

j) CORF – Remove a total of 6 trees.

20) Sheet S0.1 – Replace sheet with revised sheet. Revise notes and schedule as shown.

21) Sheet S1.1 – Replace sheet with attached sheet. Moved section cut from the doorway to the wall foundation.

22) Sheet A101 – Replace sheet with revised sheet. Detail reference 7A302 deleted. Floor drain with dimensions added to laundry room along with sheet note to align tile to floor drain.

23) Sheet A201 – Replace entire sheet with revised sheet. Sill details added and details rearranged for clarity. Remarks added to room schedule regarding transition between solid surfacing and tile.

24) Sheet A302 – Replace sheet with revised sheet. Detail with typical transition at solid surfacing and tile revised to include metal transitions on flat walls.

25) Sheet A402 – Replace sheet with revised sheet. Walls sections and column plan altered.

26) Sheet A601 – Replace sheet with revised sheet. Plumbing vents added to roof plan and typical roof detail changed to address blocking.

27) Sheet P101- Replace sheet with revised sheet. Omit FD-1 in Men’s and in Women’s.

28) Sheet P301- Replace sheet with revised sheet. Omit FD-1 in Men’s and in Women’s from DWV

Piping Diagram.

Parks - Campgrounds - Multi Park West Account # 670-CB58-CO54-06 My Old Kentucky Home & Taylorsville Lake Campgrounds CS Project No.: 2326F

M:\Projects\2023 Projects\2326\2326F - MOKH-TL\D. Bidding\D.1 Pre Bid Information\Addendum 01\2326F MOKH.TL Campground CAD Release Form.doc

Clotfelter/Samokar, PSC 228 E. Reynolds Road, Suite One

Lexington, KY 40517 859-273-3700

ELECTRONIC CAD FILE RELEASE FORM

Date: ___________, 2024

Project Name: My Old Kentucky Home & Taylorsville Lake Campgrounds, CS-2326F

Company requesting files: __________________________________________

Clotfelter/Samokar agrees to release the following list of electronic cad files.

These files may be used for the above referenced project only. The files are for the sole use of the company listed below, herein after referred to as “Recipient”. Any other use of information provided is strictly prohibited and could constitute copyright infringement. Clotfelter/Samokar does not warrant the content of these files nor does any information contained in these files in any way change, delete, alter, modify or release the Recipient from the terms of the original contract documents.

Clotfelter/Samokar does not accept any responsibility for the misinterpretation of any layering, nomenclature, or other information contained in the document files. The bid documents are the sole source of construction information.

There is no representation of the suitability of the information or compatibility of the software application, operating systems, or computer hardware that may differ between Clotfelter/Samokar and the Recipient.

Clotfelter/Samokar will not be responsible for maintaining a copy or record of the documents received by Recipient.

Drawings Provided for bidding:

Native Survey files, XCs – Survey base File, XCg – Grading Base File, XC – Hardscape Base File

Specific Sheets will not be provided.

I/We agree to the above terms:

Company Name:

Signature Date________________

Files to be forwarded to the following email address (Please type or print):

(Clotfelter/Samokar will release the requested files upon receipt of this executed form.)

21 SE Third Street, 3rd Floor, Suite 320, Evansville, IN 47708 / BFWengineers.com / 812-470-0273

October 03, 2024

Prepared for: Mr. Ben Boggs

Clotfelter-Samokar, PSC

228 E. Reynolds Road, Suite One

Lexington, KY 40517

Re: Parks – Campgrounds – Multi Park West: My Old Kentucky Home Campground

Dear Mr. Boggs, The Kentucky Building Code has special inspection requirements. I would like to draw your attention to the Special Inspections table located on sheet S0.1 of the contract documents. The table references the section number of the Kentucky Building Code where general contractors can find more information regarding the special inspection requirements.

Please let me know if you have any concerns or questions regarding the special inspection requirements.

Sincerely, Bacon Farmer Workman Engineering & Testing, Inc.

Theresa Davies, PE

Structural Engineer / Project Manager

EXISTING HAZARDOUS MATERIAL INFORMATION 01 31 26 - 1

DOCUMENT 01 31 26 - EXISTING HAZARDOUS MATERIAL INFORMATION

1.1 EXISTING HAZARDOUS MATERIAL INFORMATION

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for the Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information. This Document and its attachments are not part of the Contract Documents.

B. An existing asbestos report for Project, prepared by Patriot Engineering and Environmental, Inc, dated February 27, 2024, is attached at the end of this document.

END OF DOCUMENT 00 31 26

ELECTRONIC SUBMITTAL February 26, 2024

Mr. Jacob Huber, P.E.

Engineer | Statewide Project Manager Division of Engineering & Contract Administration 403 Wapping Street, 1st Floor Frankfort, KY 40601

RE: Pre-Demolition Asbestos Survey Campground Bathhouse 501 East Stephen Foster Avenue Bardstown, Kentucky 40004 Patriot Project No. 24-0063-05E

Dear Mr. Huber:

Patriot Engineering and Environmental Inc. (Patriot) is pleased to provide you with the results of the asbestos pre-demolition survey conducted at the campground bathhouse within the My Old Kentucky Home State Park in Bardstown, Nelson County, Kentucky (hereafter referred to as the Site). The following report details the scope of work performed and provides recommendations as warranted.

PRE-DEMOLITION ASBESTOS SURVEY

The asbestos pre-demolition survey was performed on January 31, 2024, by Ms. Vivian Wilbanks (Kentucky Asbestos Building Inspector & Management Planner: License # 81189 – expiration date December 1, 2024). The work was performed in accordance with the following regulatory statutes and memorandums as appropriate:

• National Emission Standards for Hazardous Air Pollutants (NESHAPS) - Asbestos Demolition, Renovation and Waste Disposal; 40 CFR 61, Subpart M.

• The Occupational Safety and Health Administration (OSHA) - Safety and Health Standards for the Construction Industry 29 CFR part 1926.62, Subpart D.

• Kentucky Department for Environmental Protection, Division for Air Quality 401 KAR 58:025.40 CFR Part 61 National Emission Standard for Asbestos

The identification of asbestos containing materials (ACMs) was accomplished through a visual evaluation of suspect materials, bulk sampling, and laboratory analysis.

Sampling and analysis were conducted in accordance with NESHAPS.

The scope of work for the pre-demolition asbestos survey included the following activities:

Campground Bathhouse Bardstown, Kentucky

February 26, 2024 Patriot Project No. 24-0063-05E

Patriot Engineering and Environmental, Inc. Page 2

• Conducting a visual site assessment of the above-referenced areas.

• Defining homogenous areas of the above-referenced areas.

• Determining an accurate number of bulk samples to be collected based on information obtained from the visual survey.

• Collecting bulk samples.

• Laboratory Analysis.

Twelve (12) homogeneous areas of suspect ACM were identified during the visual survey of the Site. Thirty-nine (39) samples were collected and submitted for analysis by Polarized Light Microscopy (PLM) in accordance with the US EPA “Interim Method for the Determination of Asbestos in Bulk Insulation Samples” (US EPA Method 600/R- 93/116). This analytical method, which the US EPA currently recommends for the determination of asbestos in bulk samples of suspect materials, can be used for qualitative identification of six morphologically different types of asbestos fibers:

chrysotile, amosite, crocidolite, anthophyllite, tremolite, and actinolite asbestos. The method specifies that the asbestos content in a bulk sample shall be estimated and reported as a finite percentage (rounded to the nearest percentage) within the range of 0 to 100. According to the US EPA and OSHA, “Any material or product containing greater than one percent asbestos (> 1%) is designated as an asbestos containing material.”

The results of the survey program indicate the following materials consist of greater than one percent asbestos:

• Cementitious Panels (HA-1) – 10% Chrysotile – located under eaves around the entire building and estimated at approximately 125 square feet.

• Exterior caulk (tan) (HA-5) – 2% Chrysotile – located on the eastern side of the building between the wall and roof and estimated at approximately 100 linear feet.

Post-point count laboratory analysis of samples from HA-5 to verify asbestos percentages was discussed with and declined by the client. All identified positive ACM must be abated by a Kentucky licensed asbestos abatement company prior to demolition.

An asbestos sample data sheet containing sample locations, friability, types of material sampled, quantities, and asbestos percentages is provided in Attachment A. The asbestos laboratory analytical results and chain of custody documentation are included in Attachment B. The applicable employee license to perform the above scope of work is provided in Attachment C.

Campground Bathhouse Bardstown, Kentucky

February 26, 2024 Patriot Project No. 24-0063-05E

Patriot Engineering and Environmental, Inc. Page 3

It is possible that additional suspect asbestos containing materials (ACMs) exist within wall cavities or ceiling cavities (i.e. pipe insulation and pipe fittings). If these materials are encountered during future demolition activities at the Site, they should be assumed positive and abated or alternatively work should cease and additional sampling should occur to confirm or deny the asbestos content of the suspect materials.

QUALIFICATIONS OF ASSESSMENT

Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with customary principles and practices in the fields of environmental science and engineering. This warranty is in lieu of all other warranties either express or implied.

Patriot is not responsible for the independent conclusions, opinions or recommendations made by others based on the field exploration and information research presented in this report. In addition, this report is intended for the sole use of the Division of Engineering & Contract Administration. Any use or re-use of this document or the findings, conclusions, or recommendations presented herein are at the sole risk of said user.

We trust that this submittal is responsive to your needs. Please do not hesitate to contact us if you should have any questions or require additional information regarding the contents of this report.

Sincerely, Patriot Engineering and Environmental, Inc.

Shaun Morrissey Vivian Wilbanks Shaun Morrissey Staff Geologist Project Manager Environmental Division Environmental Division

Attachment A: Asbestos Sample Data Sheet Attachment B: Asbestos Laboratory Results and Chain of Custody Attachment C: Applicable Asbestos Licensure Attachment D: Relevant Photographs

ATTACHMENT A

ASBESTOS SAMPLE DATA SHEETS

PATRIOT ENGINEERING and ENVIRONMENTAL, INC PROJECT NUMBER:

300 Production Court COLLECTED BY:

Louisville, KY 40208 Collected On:

502-961-5652 - office Laboratory Used:

502-961-9256 - fax DATE ANALYZED:

Sample Number

Sample Description Type of ACBM Approximate

Quantity Friable (Y/N)

Damage (N, L, M, H)

HA No Sampling Location Asbestos Content Sampled By

1 Cementitious Panels MISC ~125 SF N L Southwest Eave Chrysotile - 10% VW 2 Cementitious Panels MISC ~125 SF N L Women's Door Chrysotile - 10% VW 3 Cementitious Panels MISC ~125 SF N L Men's Door Chrysotile - 10% VW

4 (A) Roofing Shingle MISC ~1450 SF N M Southwest Corner None Detected VW 4 (B) Backing Paper MISC ~1450 SF N M Southwest Corner None Detected VW 5 (A) Roofing Shingle MISC ~1450 SF N M Women's Door None Detected VW 5 (B) Backing Paper MISC ~1450 SF N M Women's Door None Detected VW 6 (A) Roofing Shingle MISC ~1450 SF N M Men's Door None Detected VW 6 (B) Backing Paper MISC ~1450 SF N M Men's Door None Detected VW

7 Exterior caulk (grey) MISC 3 LF Y L Women's Door None Detected VW 8 Exterior caulk (grey) MISC 3 LF Y L Women's Door None Detected VW

36 Exterior caulk (grey) MISC 3 LF Y L Women's Door None Detected VW 9 Exterior caulk (spotted) MISC 50 LF Y N Men's Door None Detected VW

10 Exterior caulk (spotted) MISC 50 LF Y N Men's Door None Detected VW 35 Exterior caulk (spotted) MISC 50 LF Y N Men's Door None Detected VW 11 Exterior caulk (tan) MISC 100 LF Y M Northeast Corner Chrysotile - 2% VW 12 Exterior caulk (tan) MISC 100 LF Y M Women's Door Chrysotile - 2% VW 13 Exterior caulk (tan) MISC 100 LF Y M Northeast Corner Chrysotile - 2% VW 14 Exterior caulk (white) MISC 50 LF N L Men's Window None Detected VW 15 Exterior caulk (white) MISC 50 LF N L Men's Window None Detected VW 16 Exterior caulk (white) MISC 50 LF N L Men's AC None Detected VW 17 Interior glaze (clear) MISC 40 LF N L Men's Shower None Detected VW 18 Interior glaze (clear) MISC 40 LF N L Men's Shower None Detected VW 22 Interior glaze (clear) MISC 40 LF N L Women's Shower None Detected VW 19 Interior glaze (white) MISC 45 LF N N Men's Sinks None Detected VW 20 Interior glaze (white) MISC 45 LF N N Men's Sinks None Detected VW 21 Interior glaze (white) MISC 45 LF N N Women's Sinks None Detected VW 23 Layered TSI Repair, 0.25" pipe TSI 8 LF Y H Men's Room None Detected VW 24 Layered TSI Repair, 0.25" pipe TSI 8 LF Y H Men's Room None Detected VW 25 Layered TSI Repair, 0.25" pipe TSI 8 LF Y H Men's Room None Detected VW 26 TSI Mud, 0.25" pipe TSI 15 LF Y L Men's Room None Detected VW 27 TSI Mud, 0.25" pipe TSI 15 LF Y L Men's Room None Detected VW 28 TSI Mud, 0.25" pipe TSI 15 LF Y L Men's Room None Detected VW 29 Felt Board MISC 150 SF Y M Utility Room None Detected VW 30 Felt Board MISC 150 SF Y M Utility Room None Detected VW 31 Felt Board MISC 150 SF Y M Utility Room None Detected VW 32 Fabric wrap TSI, 0.25" pipe TSI 60 LF Y L Women's Room None Detected VW 33 Fabric wrap TSI, 0.25" pipe TSI 60 LF Y L Women's Room None Detected VW 34 Fabric wrap TSI, 0.25" pipe TSI 60 LF Y L Women's Room None Detected VW

Note:

Quantities preceded by ~ are estimates from the square footage of the building

1 - SM = Surfacing Material; TSI = Thermal System Insulation; MISC. = Miscellaneous Material

2 - SF = Square Feet; LF = Linear Feet

PROJECT NAME:

3 - N = None; L = Low; M = Medium; H = High

Dept of Parks - 501 E. Stephen Foster Ave, Bardstown, KY - Asbestos Survey

24-0063-05E Vivian Wilbanks

1/31/2024

McCall and Spero

2/7/2023

ATTACHMENT B

ASBESTOS LABORATORY RESULTS

AND

CHAIN OF CUSTODY

ATTACHMENT C

APPLICABLE ASBESTOS LICENSES

ATTACHMENT D

RELEVANT PHOTOGRAPHS

501 E. Stephen Foster Avenue, Bardstown, Kentucky Asbestos Survey – Patriot Project No. 24-0063-05E

January 31, 2024 Site Photos

Bathhouse exterior – facing north

Bathhouse exterior – facing northwest

January 31, 2024 Patriot Project No. 24-0063-05E

Bathhouse exterior – facing west

Bathhouse exterior – facing south

Bathhouse exterior – facing southeast

Bathhouse exterior – facing east

Roofing shingle viewed from southwest corner

Cementitious panels observed under eaves near Women’s Door

Close up of cementitious panels

Caulk observed for roofing repairs

Exterior caulking

Men’s bathroom interior

Clear glaze observed in men’s bathroom

White glaze observed in men’s bathroom

Insulated pipes in men’s bathroom

TSI over fiberglass insulation in men’s bathroom

Felt backed particle board in utility room

No TSI observed in utility room

Fiberglass insulation in women’s bathroom

Pipe insulation in women’s bathroom

ALUMINUM WINDOWS 08 51 13 - 1

SECTION 08 51 13 - ALUMINUM WINDOWS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Aluminum windows.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, glazing and fabrication methods, dimensions of individual components and profiles, hardware, and finishes.

B. Shop Drawings:

1. Plans, elevations, sections, hardware, accessories, insect screens, operational clearances, and details of installation, including anchor, flashing, and sealant installation.

C. Samples for Initial Selection: Manufacturer's standard color sheets, showing full range of available colors for each type of exposed finish.

D. Samples for Verification: Actual sample of finished products for each type of exposed finish:

1. Exposed Aluminum Finishes: 2 by 4 inches.

E. Product Schedule: For aluminum windows. Use same designations indicated on Drawings.

1.3 INFORMATIONAL SUBMITTALS

A. Test and Evaluation Reports:

1. Product Test Reports: For each aluminum window, for tests performed by manufacturer and witnessed by a qualified testing agency.

B. Sample warranties.

ALUMINUM WINDOWS 08 51 13 - 2

1.4 CLOSEOUT SUBMITTALS

A. Warranty Documentation:

1. Manufacturers' special warranties.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: A manufacturer capable of fabricating aluminum windows that meet or exceed performance requirements indicated and of documenting this performance by test reports and calculations.

B. Installer Qualifications: Authorized representative who is trained and approved by aluminum window manufacturer.

C. Testing Agency Qualifications: An FGIA-accredited testing agency for testing indicated.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver aluminum windows to Project site in original, unopened packages and store them in accordance with manufacturer's written instructions. Protect aluminum windows against damage from moisture, humidity, temperature extremes, direct sunlight, surface contamination, and other causes.

B. Handle aluminum windows in a manner that prevents damage before, during, and after installation.

1.7 FIELD CONDITIONS

A. Environmental Limitations: Do not install aluminum windows outside of limits recommended in writing by manufacturer.

1.8 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace aluminum windows that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Failure to meet performance requirements.

b. Structural failures, including excessive deflection, water leakage, condensation, and air infiltration.

c. Faulty operation of movable sash and hardware.

d. Deterioration of materials and finishes beyond normal weathering.

e. Failure of insulating glass.

2. Warranty Period:

ALUMINUM WINDOWS 08 51 13 - 3

a. Window: 10 years from date of Substantial Completion.

b. Glazing Units: 10 years from date of Substantial Completion.

c. Aluminum Finish: 20 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 SOURCE LIMITATIONS

A. Obtain aluminum windows from single source from single manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Product Standard: Comply with AAMA/WDMA/CSA 101/I.S.2/A440 for definitions and minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated.

1. Window Certification: FGIA certified with label attached to each window.

B. Performance Class and Grade: AAMA/WDMA/CSA 101/I.S.2/A440 as follows:

1. Minimum Performance Class: AW.

2. Minimum Performance Grade: 40.

C. Energy Performance: Certified and labeled by manufacturer for energy performance as follows:

1. Thermal Transmittance (U-factor): As determined in accordance with NFRC 100:

a. Fixed Windows: Not more than 0.50 Btu/sq. ft. x h x deg F.

2. Solar Heat-Gain Coefficient (SHGC): As determined in accordance with NFRC 200:

a. Fixed Windows: Not more than 0.40.

D. Thermal Movements: Provide aluminum windows, including anchorage, which allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change: 120 deg F ambient; 180 deg F material surfaces.

E. Windborne-Debris Impact Resistance: Passes ASTM E1886 missile-impact and cyclic-pressure tests in accordance with ASTM E1996 for Wind Zone 4 for basic protection.

1. Large-Missile Test: For glazing located within 30 ft. of grade.

2. Small-Missile Test: For glazing located more than 30 ft. above grade.

ALUMINUM WINDOWS 08 51 13 - 4

2.3 ALUMINUM WINDOWS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. EFCO Corporation.

2. Graham Architectural Products Corporation.

3. Kawneer Company, Inc.; Arconic Corporation.

4. OldCastle BuildingEnvelope (OBE).

5. Wausau Window and Wall Systems; Apogee Wausau Group, Inc.

6. Winco Window Company, Inc.

7. YKK AP America Inc.

B. Provide manufacturer's standard aluminum window assemblies consisting of frames, sashes, glass, hardware, fasteners, and all components and accessories as required for a complete installation.

C. Operating Types: Provide the following operating types in locations indicated on Drawings:

1. Fixed.

D. Frames and Sashes: Aluminum extrusions of alloy, temper, and strength complying with

AAMA/WDMA/CSA 101/I.S.2/A440.

1. Thermally Broken Construction: Fabricate frames, sashes, and muntins with an integral, concealed, low-conductance thermal barrier located between exterior materials and window members exposed on interior side in a manner that eliminates direct metal-to-metal contact.

E. Windborne-Debris-Impact-Resistant Insulating-Glass Units: ASTM E2190, with two lites and complying with impact-resistance requirements in "Performance Requirements" Article.

1. Exterior Lite: ASTM C1036, Type 1, Class 1, q3.

a. Tint: Clear.

b. Kind: Heat strengthened.

2. Interior Lite: ASTM C1172, clear laminated glass with two plies of float glass.

a. Float Glass: Heat strengthened.

b. Interlayer Thickness: 0.090 inch.

3. Filling: Fill space between glass lites with air.

4. Low-E Coating: Pyrolytic on second surface.

F. Glazing System: Manufacturer's standard factory-glazing system that produces weathertight seal.

http://www.specagent.com/Lookup?ulid=48 http://www.specagent.com/Lookup?uid=123457141963 http://www.specagent.com/Lookup?uid=123457141970 http://www.specagent.com/Lookup?uid=123457141961 http://www.specagent.com/Lookup?uid=123457177197 http://www.specagent.com/Lookup?uid=123457141974 http://www.specagent.com/Lookup?uid=123457141977 http://www.specagent.com/Lookup?uid=123457141971

ALUMINUM WINDOWS 08 51 13 - 5

G. Fasteners: Noncorrosive and compatible with window members, trim, hardware, anchors, and other components.

1. Exposed Fasteners: Avoid exposed fasteners to greatest extent possible. For application of hardware, use fasteners that match finish hardware being fastened.

2.4 ACCESSORIES

A. Subsills: Thermally broken, extruded-aluminum subsills in configurations indicated on Drawings.

2.5 FABRICATION

A. Fabricate aluminum windows in sizes indicated. Include a complete system for assembling components and anchoring windows.

B. Glaze aluminum windows in the factory.

C. Weather strip each operable sash to provide weathertight installation.

D. Weep Holes: Provide weep holes and internal passages to conduct infiltrating water to exterior.

E. Provide water-shed members above side-hinged sashes and similar lines of natural water penetration.

F. Complete fabrication, assembly, finishing, hardware application, and other work in the factory to greatest extent possible. Disassemble components only as necessary for shipment and installation.

2.6 GENERAL FINISH REQUIREMENTS

A. Comply with NAAMM/NOMMA AMP 500 "Metal Finishes Manual for Architectural and Metal Products," for recommendations for applying and designating finishes.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

C. Appearance of Finished Work: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

2.7 ALUMINUM FINISHES

A. Organic Coatings:

ALUMINUM WINDOWS 08 51 13 - 6

1. High-Performance Fluoropolymer Finish: Two coats complying with AAMA 2604, containing not less than 50 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

a. Color and Gloss: As selected by Architect from manufacturer's full range.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Verify rough opening dimensions, levelness of sill plate, and operational clearances.

C. Examine wall flashings, vapor retarders, air and weather barriers, and other built-in components to ensure weathertight window installation.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Comply with manufacturer's written instructions for installing windows, hardware, accessories, and other components. For installation procedures and requirements not addressed in manufacturer's written instructions, comply with installation requirements in ASTM E2112.

B. Install windows level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction to produce weathertight construction.

C. Install windows and components to drain water passing joints and condensation to the exterior.

D. Separate aluminum from sources of corrosion or electrolytic action at points of contact with other materials.

3.3 ADJUSTING

A. Adjust operating sashes and hardware for a tight fit at contact points and weather stripping for smooth operation and weathertight closure.

ALUMINUM WINDOWS 08 51 13 - 7

3.4 CLEANING AND PROTECTION

A. Clean exposed surfaces immediately after installing windows using manufacturer's written instructions. Avoid damaging finishes. Remove excess sealants, glazing materials, dirt, and other substances.

B. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period.

C. Protect window surfaces from contact with contaminating substances resulting from construction operations. If contaminating substances do contact window surfaces, remove contaminants immediately in accordance with manufacturer's written instructions.

END OF SECTION 08 51 13

Parks – Campgrounds – Multi Park West Account # 670-CB58-CO54-006 My Old Kentucky Home & Taylorsville Lake Campgrounds C-S Project No.: 2326F

UTILITY HORIZONTAL DIRECTIONAL DRILLING 260611- - 1

SECTION 26 06 11 - UTILITY HORIZONTAL DIRECTIONAL DRILLING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Excavation for approach trenches and pits.

2. Horizontal directional drilling.

3. Pipe.

4. Drilling fluid system.

1.2 SUBMITTALS

A. Shop Drawings:

1. Technical data for equipment, method of installation, and proposed sequence of construction.

2. Information pertaining to pits, dewatering, method of spoils removal, and equipment size, capacity, and capabilities, including installing pipe on radius, type of drill bit, drilling fluid, method of monitoring line and grade, detection of surface movement, name plate data for drilling equipment, and mobile spoils removal unit.

B. Manufacturer's Certificate: Products meet or exceed specified requirements.

C. Field Quality-Control Submittals: Indicate results of Contractor-furnished tests and inspections.

D. Qualifications Statement:

1. Submit qualifications for driller.

1.3 CLOSEOUT SUBMITTALS

A. Project Record Documents: Record actual locations of pipe and invert elevations.

B. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities.

C. Record actual depth of pipe at 25-foot intervals.

D. Record actual horizontal location of installed pipe.

E. Show depth and location of abandoned bores.

UTILITY HORIZONTAL DIRECTIONAL DRILLING 260611- - 2

F. Record depth and location of drill bits and drill stems not removed from bore.

1.4 QUALITY ASSURANCE

A. Perform Work according to following:

1. NUCA HDD Good Practices Guidelines.

2. ASTM F1962.

3. PPI TR-46.

B. Driller: Company specializing in performing Work of this Section with 5 years' experience.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Store field joint materials in original shipping containers in dry area indoors.

B. Handling:

1. Use shipping braces between layers of stacked pipe.

2. Stack piping lengths no more than three layers high.

3. Support pipes with nylon slings during handling.

1.6 AMBIENT CONDITIONS

A. Maintain storage temperature of manufacturer’s recommendations.

1.7 EXISTING CONDITIONS

A. Field Measurements:

1. Verify field measurements prior to fabrication.

2. Indicate field measurements on Shop Drawings.

PART 2 - PRODUCTS

2.1 HORIZONTAL DIRECTIONAL DRILLING

A. Performance and Design Criteria:

1. Drilling Steering System: Remote with continuous electronic monitoring of boring depth and location.

2. Drilling pull back and torque capable of pulling a pipe cluster of 4 (two) – 2 (two) inch conduits through sands, silts or clayey soils a distance of 600 feet.

3. Directional Change Capability: 90 degrees with 150-foot radius curve.

UTILITY HORIZONTAL DIRECTIONAL DRILLING 260611- - 3

4. Minimum distance for single bores and between boring pits:

a. Pipe cluster of 4 (four) - 2 (two) inch conduits, 600 feet.

5. Ratio of Reaming Diameter to Pipe Outside Diameter:

a. Nominal Diameter of cluster of 6" Inches and Smaller: Maximum of 1.5.

b. Nominal Pipe Diameter Larger than 6 Inches or outside diameter of bundled conduits: Submit recommended ratio and reaming procedures for review, suggested minimum of 1.75.

2.2 WATER SOURCE

A. Water: Potable, obtained from plant utility source.

2.3 UNDERGROUND PIPE MARKERS

A. Trace Wire: Electronic detection materials for nonconductive piping products.

1. Unshielded 16 gage THWN-insulated copper wire continuous with each conduit

2.4 MATERIALS

A. Drilling Fluid:

1. Liquid bentonite clay slurry; totally inert with no environmental risk.

B. Polyethylene (PE) Piping:

1. Pipe: Comply with ASTM D2239, SDR 11.,

2. Fittings:

a. Type: Molded.

b. Comply with ASTM D3261, butt welded.

3. Joints: Butt fusion.

4. Materials: Comply with ASTM D3350, minimum cell classification.

C. Subsoil Fill: Type as specified in Section 312000 - Earthmoving; excavated and reused soil with no rocks over 3 inches in diameter, frozen earth, or foreign matter.

2.5 MIXES

A. Grout: As specified in Section 036000 - Grouting.

B. Flowable Fill: As specified in Section 310 20 00 – Earth Moving.

UTILITY HORIZONTAL DIRECTIONAL DRILLING 260611- - 4

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that connections, sizes, locations, and invert elevations are as indicated.

3.2 PREPARATION

A. Obtain a plant Excavation/penetration permit prior to performing work. Allow a minimum of one week to obtain the permit.

B. Maintain access to existing facilities and services and indicated to remain.

C. Locate and identify utilities indicated to remain and protect from damage.

D. Identify required lines, levels, contours, and data locations.

E. Protect plant life, lawns, and other features remaining as portion of final landscaping.

F. Protect benchmarks such as existing structures fences sidewalks paving curbs and survey control points from excavating equipment and vehicular traffic.

G. Establish pipe elevations with not less than 4 feet of cover and more than 7 feet in depth installed by directional drilling methods.

3.3 INSTALLATION

A. Dewatering:

1. Intercept and divert surface drainage, precipitation, and groundwater away from excavation using dikes, curb walls, ditches, pipes, sumps, or other approved means.

2. Develop and maintain substantially dry subgrade during drilling and pipe installation.

3. Comply with Plant - Best Management Practices (BMP) requirements for discharging water to watercourse, preventing stream degradation, and controlling erosion and sediment.

B. Excavation:

1. Excavate subsoil as specified.

2. Excavate approach trenches and pits according to SST Activity Hazard

Assessment and as Site conditions require; minimize number of access pits.

3. Provide sump areas to contain drilling fluids.

4. Restore areas after completion of drilling and carrier pipe installation.

C. Drilling:

1. Drill pilot bore with vertical and horizontal alignment as indicated on Drawings.

UTILITY HORIZONTAL DIRECTIONAL DRILLING 260611- - 5

2. Survey entire drill path and mark entry and exit locations with stakes. If a magnetic guidance system is used, survey drill path for surface geomagnetic variations or anomalies.

3. Guide drill remotely from ground surface to maintain alignment by monitoring signals transmitted from drill bit.

a. Monitor depth, pitch, and position.

b. Adjust drill head orientation to maintain correct alignment.

4. Inject drilling fluid into bore to stabilize hole, remove cuttings, and lubricate drill bit and pipe.

5. Continuously monitor drilling fluid pumping rate, pressure, viscosity, and density while drilling pilot bore, back reaming, and installing pipe to ensure adequate removal of soil cuttings and stabilization of bore.

a. Provide relief holes when required to relieve excess pressure.

b. Minimize heaving during pullback.

6. Verification of Accuracy:

a. Calibrate and verify electronic monitor accuracy during first 100 feet of bore in presence of Architect/Engineer before proceeding with other drilling.

b. Excavate minimum of four test pits spaced along first 100 feet of bore to verify required accuracy.

c. If required accuracy is not met, adjust equipment or provide new equipment capable of meeting required accuracy.

7. After completing pilot bore, remove drill bit.

D. Drilling Obstructions:

1. If obstructions are encountered during drilling, notify Architect/Engineer immediately. Do not proceed around obstruction without Architect/Engineer's approval.

2. For conditions requiring more than 5 feet of deviation in horizontal alignment, submit revised Shop Drawings to Architect/Engineer for approval before resuming Work.

3. Maintain adjusted bore alignment within easement or right-of-way.

E. Pipe:

1. Install reamer and pipe pulling head; select reamer with minimum bore diameter required for pipe installation.

2. Attach pipe to pipe pulling head and pull reamer and pipe to entry pit along pilot bore.

3. Inject drilling fluid through reamer to stabilize bore and lubricate pipe.

4. Install piping with horizontal and vertical alignment as shown on Drawings.

5. Protect and support pipe being pulled into bore such that pipe moves freely and is not damaged during installation.

6. Do not exceed pipe manufacturer's recommended pullback forces.

7. Trace Wire:

UTILITY HORIZONTAL DIRECTIONAL DRILLING 260611- - 6

a. Install trace wire continuous with each conduit.

b. Splice trace wire only at intermediate bore pits.

c. Tape or insulate trace wire to prevent corrosion and maintain integrity of pipe detection.

d. Terminate trace wire for each pipe run at structures along pipe system.

e. Provide extra length of trace wire at each structure such that trace wire can be pulled 5 feet out top of structure for connection to detection equipment.

f. Test trace wire for continuity for each bore before acceptance.

8. Provide sufficient length of pipe to extend past termination point to allow connection to other pipe sections.

9. Allow minimum of 24 hours for stabilization after installing pipe before making connections to pipe.

10. Mark location and depth of bore with spray paint on paved surfaces and on wooden stakes on non-paved surfaces at 10-foot intervals.

F. Slurry Removal and Disposal:

1. Contain excess drilling fluids at entry and exit points until recycled or removed from Site; provide recovery system to remove drilling spoils from access pits.

2. Drilling Spoils:

a. Remove, transport, and legally dispose of drilling spoils.

b. Do not discharge drilling spoils in sanitary sewers, storm sewers, or other drainage systems.

c. When drilling in suspected contaminated soil, test drilling fluid for contamination before disposal.

3. If drilling fluid leaks to surface, immediately contain leak and barricade area from vehicular and pedestrian travel before resuming drilling operations.

4. Complete cleanup of drilling fluid at end of each working day.

G. Backfilling:

1. As specified.

2. Backfill approach trenches and pits with subsoil fill to contours and elevations of surrounding existing grade.

3. Compact subsoil fill as specified.

3.4 TOLERANCES

A. Maximum Variation:

1. From Horizontal Position: 12 inches.

2. From Vertical Elevation: 8 inches.

B. Minimum Horizontal and Vertical Clearance from Other Utilities: 12 inches.

C. Deviation:

UTILITY HORIZONTAL DIRECTIONAL DRILLING 260611- - 7

1. If pipe installation deviates beyond specified tolerances, abandon bore, remove installed pipe, rebore, and reinstall pipe in correct alignment.

2. Fill abandoned bores greater than 12 inches in diameter with grout or flowable fill material.

3.5 FIELD QUALITY CONTROL

A. Compaction Testing: As specified.

B. If tests indicate Work does not meet specified requirements, remove Work, replace, and retest.

C. Frequency of Compaction Testing: Two for each lift.

3.6 CLEANING

A. Upon completion of drilling and pipe installation, remove drilling spoils, debris, and unacceptable material from approach trenches and pits. Clean up excess slurry from ground.

B. Restore approach trenches and pits to original condition.

END OF SECTION 26 06 11

UTILITY HORIZONTAL DIRECTIONAL DRILLING 260611- - 8

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COORDINATE EXACT EXTENTS OF

DEMOLITION IN THE FIELD WITH THE

ARCHITECT. CONTRACTOR SHALL VISIT THE

SITE AND ASSUME THAT UNDERSTORY WILL

BE REMOVED IN THE AREAS OF NEW WORK.

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C002 A

C002 B

2a

APPROXIMATE EXTENTS OF

NEWLY INSTALLED ASPHALT

OVERLAY. FIELD VERIFY.

SCALE: 1"=30'-0"

SITE DEMOLITION PLAN

0' 30' 60' 90'

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REVISION HISTORY OF THIS DRAWING

PARKS - CAMPGROUNDS - MULTI PARK WEST

MY OLD KENTUCKY HOME CAMPGROUND - VOLUME 01

DRAWING NO.

DMS

08/06/2024

228 E. REYNOLDS RD., SUITE ONE, LEXINGTON, KY 40517 / PH. 859.273.3700 / FAX 859.271.6605

AS-BUILT DATE

DECA LOG #

DESCRIPTION OF REVISIONS DATE

DESCRIPTION OF REVISIONS DATE

DRAWING INFORMATION

A & E FILE NO.

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

2326F

RTA

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

ACCOUNT NO.

670-CB58-CO54-06

08/21/2024

GENERAL DEMOLITION NOTES:

1. REFER TO SHEET C001 FOR GENERAL PROJECT AND DEMOLITION NOTES.

2. REMOVE ALL MISCELLANEOUS ITEMS WITHIN THE PROJECT LIMITS AS NECESSARY TO

CONTINUE CONSTRUCTION. BACKFILL VOIDS WITH ENGINEERED FILL.

3. REMOVE ALL EXISTING SIGNS WITHIN PROJECT AREA. DELIVER TO USER AGENCY.

4. REFER TO SITE UTILITY PLANS FOR ADDITIONAL INFORMATION REGARDING DEMOLITION

OF SITE UTILITIES.

BRB/RAL

C002

SITE DEMOLITION PLAN

PLAN LEGEND:

DEMOLISH BUILDING

DEMOLISH GRAVELDEMOLISH/MILL

DEMOLISH CONCRETE

1 SAWCUT AND REMOVE ASPHALT PAVEMENT - EXISTING BASE STONE MAY BE REUSED IN

AREAS AS NOTED. DO NOT UNDERMINE EXISTING PAVEMENT TO REMAIN. COORDINATE

REQUIRED EXTENTS AND DEPTHS WITH IMPROVEMENT PLANS.

MILL 11

2" DEEP TO ALLOW NEW SURFACE OVERLAY.

SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENTS AND BASE STONE.

DEMOLISH AND REMOVE EXISTING GRAVEL. DO NOT REUSE THE GRAVEL PAVEMENTS, AS

THIS STONE IS ASSUMED TO BE FULL OF ROOTS AND SOIL.

SAWCUT EDGE OF EXISTING PAVEMENT FOR NEW PAVEMENT TO ADJOIN TO CREATE A

UNIFORM EDGE.

REMOVE EXISTING STORM PIPES/STRUCTURES. BACKFILL VOIDS WITH ENGINEERED FILL.

REFER TO STORM DRAINAGE PLANS FOR ADDITIONAL INFORMATION AND FULL EXTENTS

OF NEW STORM DRAINAGE SYSTEM.

EXISTING PLAYGROUND HAS BEEN DEMOLISHED. REMOVE EXISTING SURFACE

TREATMENT AND EDGING. NOTIFY ARCHITECT IF FOUNDATIONS ARE FOUND DURING

EARTH MOVING OPERATIONS.

DEMOLISH AND REMOVE TIMBERS. NOT ALL INSTANCES MAY BE SHOWN ON THE PLANS.

VARIOUS SITE FURNISHINGS TO BE REMOVED (BENCHES, GRILLS, ETC). USER AGENCY

HAS FIRST RIGHT OF REFUSAL. ASSUME FOUNDATIONS ARE 24" DEEP FOR EACH ITEM.

RELOCATE EXISTING DUMPSTER. COORDINATE WITH IMPROVEMENT PLANS.

REMOVE EXISTING VEGETATION ONLY AS REQUIRED TO INSTALL IMPROVEMENTS.

COORDINATE WITH ARCHITECT TO DETERMINE EXTENTS THE FIELD. REFER TO EXISTING

VEGETATION NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

REMOVE/RELOCATE OR ABANDON EXISTING UTILITIES. REFER TO UTILITY SITE PLANS FOR

ADDITIONAL INFORMATION. REFER TO UTILITY DEMOLITION NOTES ON THIS SHEET FOR

ADDITIONAL INFORMATION AND REQUIREMENTS.

EXISTING DUMP STATION TO BE REMOVED. REFER TO SITE UTILITY PLANS FOR

ADDITIONAL INFORMATION.

REMOVE EXISTING SITE SIGN AND ASSOCIATED POSTS WHERE APPLICABLE. LOCATIONS

ARE APPROXIMATE. BACKFILL VOIDS WITH ENGINEERED FILL. USER AGENCY HAS FIRST

RIGHT OF REFUSAL.

RELOCATE EXISTING FIREWOOD STORAGE. COORDINATE WITH IMPROVEMENT PLANS.

RELOCATE EXISTING CAMPSITE KIOSK. ASSUME FOUNDATIONS ARE 1'-8" DIAMETER BY

3'-0" DEEP. COORDINATE WITH IMPROVEMENT PLANS. BACKFILL VOIDS WITH ENGINEERED

FILL.

RELOCATE EXISTING SHED. COORDINATE WITH IMPROVEMENT PLANS.

DEMOLISH EXISTING BUILDING. REMOVE ALL FLOOR SLABS AND FOOTINGS. ASSUME

FOOTING IS 3' DEEP AND 3' WIDE. BACKFILL EXCAVATED AREAS WITH LEAN CLAY

ENGINEERED FILL. REMOVE EXISTING STONE/SOIL TO A DEPTH OF -3'-0" UNDER THE

ENTIRE AREA AND BACKFILL. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

APPROXIMATE EXTENTS OF GRADING. REMOVE VEGETATION AND TREES AS REQUIRED

UNLESS OTHERWISE SHOWN TO REMAIN.

DEMOLISH AND REMOVE WOOD PILE. LOCATION AND EXTENTS ARE APPROXIMATE AND

SHALL BE FIELD VERIFIED DURING BIDDING.

DEMOLITION SHEET NOTES:

EXISTING SHEET NOTES:

EXISTING ASPHALT TO REMAIN.

EXISTING CONCRETE WALKS/PAVEMENT TO REMAIN.

EXISTING CURBS TO REMAIN.

EXISTING BUILDING TO REMAIN.

EXISTING FENCE TO REMAIN.

EXISTING…