Addendum No 3.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-63-25

FOR: Construct Burlington Field Maintenance Shop (FMS)

Department of Military Affairs Burlington, Kentucky

DATE: September 10, 2024

RFB-785-2500000103

ADDENDUM NO. Three (3)

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-63-25 For: Construct Burlington Field Maintenance Shop (FMS)

Department of Military Affairs Burlington, Kentucky

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

Addendum 2 Page 1 of 14

201 W. Short Street • Suite 700 • Lexington, KY 40507 • 859.231.7538 • www.eopa.com

Addendum No. 3

For the new DMA Burlington FMS Burlington, Kentucky

Invitation to Bid NO: RFB-63-25 September 10th, 2024

The following addendum items officially modify the construction documents and become binding to the contract for construction (Contractor is to note receipt of all addendums on their bid form of proposal):

1. CIVIL:

Drawings

1.1. CS101B – Guard Rail

1.2. CS103B – Guard Rail

1.3. CS508 – Flagpole details

1.4. CS509 – Guard Rail details and Double swing gate

2. STRUCTURAL:

Drawings

2.1. S-002 – Included bridge crane loading data for basis of design.

2.2. S-003 – Snow Load Diagrams

2.3. S-101 – Revised column dimensions in Admin building. Revised maintenance shop columns.

2.4. S-103 – Revised bridge crane runway beam, added detail for bridge crane column bracing, added loads for mechanical units, and added connection detail for roof beams

2.5. S-105 – Revised elevations to match civil elevations

2.6. S-106 – Revised elevations to match civil elevations

2.7. S-201 – Revised masonry lintels.

2.8. S-202 – Revised masonry lintels.

2.9. S-204 – Added ladder annotation.

2.10. S-301 – Revised bridge crane details and elevation.

2.11. S-304 – Revised joist seat depths.

2.12. S-305 – Revised joist seat depths and lintel details.

2.13. S-306 – Revised joist seat depths.

2.14. S-502 – Added weep hole for retaining wall and revised bollard detail

2.15. S-503 – Revised Masonry lintel schedule add steel lintel bearing detail.

2.16. S-504 – Added storefront HSS column connection detail.

3. ARCHITECTURAL:

http://www.eopa.com/

Addendum 2 Page 2 of 14

Specifications

3.1. 079200-Joint Sealants – includes joint sealant schedule.

4. Bidders Questions:

4.1. Question: We did not find a qualification in the 04200 Unit Masonry spec section that alternates would be considered per architects’ discretion.

Answer: Other manufacturer’s are acceptable as long as they can meet the performance and aesthetic characteristics of the Basis of Design.

4.2. Question: Where are the underground storm chambers described, as referenced on drawing CG101 & CG102 by Sheet Keynote #13?

Answer: They are located in the POV lot and in the MEP lot by the main entrance. The extents of the gravel is shown as a dashed line, however, this is an approximation, as needs to be further designed by the contractor/chamber manufacturer.

4.3. Question: Looking at drawing CS101B, a retaining wall is called out by Sheet Keynote #31. Most drawings I see have a top of wall and bottom of wall elevations at all changes in slope of the top or bottom. Please provide. Is detail 5/S502 the wall for this location? It appears way too large for the elevation changes…..

Answer: Please see revised sheets CG101B for spot elevations of the retaining wall. Revisions to sheet S502, for updated retaining wall detail to be forthcoming in future addendum.

4.4. Question: In the spec section 146300 HOIST AND CRANES paragraph 2.2 calls for a shawbox or kone hoist is and or equal acceptable?

Answer: Other manufacturer’s are acceptable as long as they can meet the performance requirements of the specifications and Basis of Design.

4.5. Question: Specification 033000 Concrete Mixtures-Mix Designs reference transfer building and do not appear to match the mix design noted on the plan S002. Please confirm mix designs.

Answer: All concrete mix designs for the Burlington FMS project shall be Class A and meet the requirements set forth in specification section 033000-2.9A as well as the Concrete Notes on sheet S-001.

4.6. Question: On drawing S105 is a vehicle service ramp. Please confirm this is to be provided by the contractor. If provided by the contractor, please provide a specification.

Answer: The Vehicle Service Ramp shown on S-105 shall be provided by the Contractor. Aaron Bradley Model VSR 3635 Vehicle Service Ramp is the basis of design.

4.7. Question: Specification 071416 Cold Fluid Applied Waterproofing-3.7 references Field Testing.

Please confirm is this testing requirement is accurate for this building since it is grade with no basement.

Addendum 2 Page 3 of 14

Answer: Field testing is not required. Delete paragraph 3.7 Field Quality Control.

4.8. Question: Specification 077200 Roof Accessories-please confirm there are no heat and smoke vents on this project. If they are required, please provide specification and schedule.

Answer: Smoke and heat vents are not included. Delete items 2.3 and 3.2 D in spec section 077200 Roof Accessories.

4.9. Question: Specification 079200-Joint Sealants-please provide joint sealant schedule defining which joints sealants are required for each joint type

Answer: Refer to revised spec 079200 Joint Sealants which includes joint sealant schedule.

4.10. Question: Specification 084513 -Polycarbonate Panel Assemblies-please confirm if water spray test is required. The storefront specification does not appear to require any water spray testing.

Answer: For specification 084513 STRUCTURED-POLYCARBONATE-PANEL ASSEMBLIES delete paragraph 3.3 Field Quality Control. For 084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS note that water spray testing is defined in paragraph 2.2 Performance Requirements, and in section 019119 BUILDING ENVELOPE TESTING at paragraph 3.8 Water Leakage Tests Criteria.

4.11. Question: Specification 095113- Acoustical Panel Ceilings- On sheet A800, the finish legend calls for Armstrong Optima – square say-in 24" x 24". Which would be #3150 Optima. The specification requires – CAC: Not less than 35, NRC: Not less than 0.70, LR: Not less than 0.90, tegular edge 24" x 24" x 3/4" thick, Type IV Form 2. The information in the specs would suggest it should be Armstrong #1911 Ultima. Please confirm.

Answer: On sheet A800 revise the finish legend to indicate 1911 ULTIMA, beveled tegular.

4.12. Question: Specification 105113-Metal Lockers-See attached substitution request from Vendor.

Answer: Other manufacturers are acceptable as long as they can meet the performance requirements of the specifications and Basis of Design.

4.13. Question: Where are the loading dock bumpers to be installed? There appears to be no loading dock type area on this facility.

Answer: Dock bumpers are indicated on Sheet S-106.

4.14. Question: Specification 202700 Fuel Oil Distribution System-Nothing is shown on the drawings for this material. Please confirm.

Answer: Piping notes on plans have been updated to reconcile with specification.

4.15. Question: POL Piping and equipment is noted on the plans but there is no specification.

Please provide specification.

Addendum 2 Page 4 of 14

Answer: All equipment and piping specifications are noted on plans. No need for specification section.

4.16. Question: What is the existing Fire Alarm system for the Burlington Readiness Center and does the Burlington FMS need to tie-into it?

Answer: Bid per specifications, Fire alarm does not need to tie-into existing readiness center.

4.17. Question: What is required for Background Checks?

Answer: The National Guard has a specific form that will be required to fill out, which includes address and social security number. This will be sent directly to the individual performing the background check and will not be shared with anyone else. Essentially looking for major offenses.

Anyone driving onsite will be required to have a valid driver’s license to drive onsite.

4.18. Question: Can you please provide information for the solar panel provider of the existing Burlington Readiness Center.

Answer: The existing solar panel provider at the Burlington Readiness Center is Solar Energy Solutions.

4.19. Question: Concerning the Underground Detention Basins, we could not find the requirements on the SD1 site, can you post them? Also could not find the Stormwater Report mentioned on page 6 of the specification 33 42 00.

Answer: “Sanitation District No. 1 Storm Water Rules and Regulations, June 2020” and “Storm Water Best Practices Manual, February 2012” are the SD1 documents that describe the stormwater requirements that need to be met. These include water quantity, peak flow, and quality requirements. They can be found at sd1.org/213/Permitting-Other-Requirements. The requirements for the underground detention basins are to meet these performance requirements.

Specific design features for the underground detention will need to be determined by the manufacturer and sent to SD1 for approval. The Burlington FMS Stormwater Report will be included in the next Addendum.

4.20. Question: Owner vs Contractor responsibility for site utilities. Conflicting information in specifications.

Answer: Refer to special conditions for requirements.

4.21. Question: Conflicting information regarding PV as alternates between specifications and drawings.

Answer: Alternates 2 and 3 noted on electrical drawings are to be 3 and 4.

4.22. Question: Soils report treating of fatty soils but did not see specification on how this is to be done.

Answer: See revised specification 312000 EARTH Moving.

Addendum 2 Page 5 of 14

4.23. Question: Site / Piers: Can the geotechnical report be provided?

Answer: See attached Geotech Report.

4.24. Question: Can Storm Water report be provided?

Answer: See attached report.

4.25. Question: Paint: 099123-2.5-A Floor sealer spec says "clear water-based acrylic-copolymer-emulsion sealer formulated for oil gas alkali water resistant", I do not know this product exists, can a Sherwin Williams (or similar) product be clarified as the basis of design? Closest product Sherwin Williams has is "wet-look" which is solvent based.

Answer: In addition to the available manufacturers listed add the following as a basis of design:

W.R. MEADOWS VOCOMP-20 water-based, acrylic, concrete curing and sealing compound for fresh concrete.

4.26. Question: Roofing: Spec section for EPDM 075323-5 section 2.2 reads a thickness of 90 mils.

Details 2+6 on A161, indicate 60 mil. Can this be clarified?

Answer: Provide 90 mil thickness per specifications.

4.27. Question: Fencing Per 323113.53-G1 – Lists 9 ga and 6 ga stainless steel for wire ties. (1) Steel Wire Ties are available in 11ga only (as far as I know), not 9ga or 6ga. I don’t think it would be possible for us to use a 6ga wire in steel to tie the fence off. Can this be clarified?

Answer: Steel Wire Ties will need to be a minimum of 6 ga or 9 ga. 11 ga is also acceptable.

4.28. Question: Is fencing required to utilize domestic steel? ASTM F1043 and ASTM F1083 is usually the indicator for Domestic Steel, but is clearly stated. The difference in cost would add ~40% if domestic steel is required

Answer: No, domestic steel is not a requirement.

4.29. Question: The Cantilever Gate is some kind of Track System. Can a manufacturer/make be provided? Currently no vendors want to quote with concerns of warranty (as system is not used in midwest climate, or outdoor applications. More used for airplane hangers or inside warehouses.

Snow, ice and debris will get in the track and cause the gate to either come out of track or be inoperable) Schedule 40 Full Weight Pipe is listed but typically will include weights per LF in the spec. This does not list weights per LF

Answer: Bid cantilever gate as shown.

4.30. Question: Looks like the Sunshades are spelled out on the drawings. May want to include the verbiage about the alternate and materials/finishes in the storefront specifications.

Answer: Sunshade finish is defined on sheet A300. Refer to Exterior Finish Schedule: Basis of Design. Sunshade color shall be: SANDSTONE to match the storefront. Bid as indicated.

Addendum 2 Page 6 of 14

4.31. Question: CS102 Note 3 says to install future conduit at gates and refer to the electrical site drawings but nothing is shown on the electrical site drawings. Please show entire pathway required for each gate including the gate in the alternate.

Answer: Provide empty 2” conduit with pull string, routed from electric room and stubbed up and capped at gate location.

4.32. Question: CS103B appears to show bollards at the alternate fence locations in the existing parking lot but they are not called out. Please confirm

Answer: Correct, the circle symbols on CS103B are bollards

4.33. Question: On the ES001 drawings, it appears the generator and transformer are shown to be installed above the sanitary sewer lines. Please confirm routing of utilities in this area.

Answer: Refer to detail 2 “Enlarged Electrical Site Plan, sheet ES001, shows sanitary line skating the edged of the concrete pad. Contractor is to coordinate exact routing of the line.

4.34. Question: Div 8 Will the wood doors need to be AWI certified and “FSC Pure”?

Answer: Refer to section 081416 FLUSH WOOD DOORS remove all sustainability requirements as follows: delete paragraph 1.2C Sustainable Design Submittals, delete item 1.2D 10, delete paragraph 1.5 Quality Assurance, delete paragraph 2.2 Flush Wood Doors and Frames, General except retain “Quality Standard: In addition to requirements specified, comply with ANSI/WDMA I.S. 1A.”.

4.35. Question: Drawing E701 shows a 1200 amp CT Cabinet. Duke Energy usually installs the

CT’s inside their transformer. Is there a need for the CT Cabinet?

Answer: If Duke installs the CTs in the transformer there is no need for the CT cabinet.

4.36. Question: Drawing E701 has a feeder schedule and key notes that references wire type to be THWN, but General Note P calls for all emergency feeders to be MI Cable. Which note is correct?

THWN for Emergency Feeders or MI Cable?

Answer: All emergency feeders feeding panelboards, transfer switch’s, etc. is required by code to be MI cable

4.37. Question: Page E507 of the plans show the following for the Photovoltaic system System A (part of the hard bid) shows 150 modules (assuming 400W) each = 150x400 is 60kW DC for the base bid.*** Kentucky state law does not allow Interconnections over 45KW DC unless the Cogeneration Application for interconnection. *** Question #1 Is CMTA / and the client expecting us to take this path for interconnect? (see comment below) Per KY state law and associated electric regulations, solar Net Metering offered by Salt River Electric is a 45kW AC maximum. For all installations greater than 45kW, the solar installation is subject to the federal PURPA law and Salt River Electric and East Kentucky Power confirming tariffs. Please utilize the link below to obtain information pertaining to your PURPA qualifying facility. Please complete the online application.

Cogeneration Applicants - Together We Save (togetherwesaveky.com) https://url.us.m.mimecastprotect.com/s/nYnvCPNqNvtonpwT0eI4b?domain=togetherwesaveky.com/

Addendum 2 Page 7 of 14

Answer: Electrical contractor shall coordinate all fees, permits, and forums required to install each size array (Basis of Design, Alternate #3, and Alternate #5) with local utility company and state requirements.

4.38. Question: System B shows (2) 50KW inverters using 228 modules creating 91,200kW DC if the modules are 400W each. – this is fine

Answer: This is acceptable.

4.39. Question: System C shows (1) 50kW inverter for 228 modules – this is an issue – we assume the detail notes #5 and #3 are incorrect and need to be revised. Please provide clarification. ***This change will affect the single line diagram on E701 increasing the number of inverters to (5) and the number of 100A - AC disconnects to (5) also increasing the number of breaker locations needed on the distribution panel

Answer: This change does not affect the one line. Alternate #5 rewires the strings connected to the other three inverters. Refer to PV Riser and Detail on sheet 5/E507.

4.40. Question: Will the engineer / architect / owner consider modifications to module size, manufacturer (wattage per modules) and inverter size, manufacturer (production sizing) to value engineer the alternate bid items for Systems B and C. Both of these modifications will greater reduce the cost of labor, materials needed for the alternate bid items.

Answer: Electrical Contractor shall bid the drawings as designed.

4.41. Question: Hazardous locations in the bay areas what exactly would be the classification of those areas? What materials in those areas would be hazardous?

Answer: As indicated on sheet FX101 the bay areas are classified as: ORDINARY HAZARD. The materials in the area will be dictated by the user. There will be gasoline vapor present along with other POL’s.

4.42. Question: Seismic requirements are not applicable in Burlington area. Our standard application should suffice. Just double checking if there are more requirements for it?

Answer: Seismic requirements are listed in the Design Criteria, Item 8, on sheet S-001.

4.43. Question: Names of flooring in specs does not match flooring names in plans. Specs uses LVT-1, LVT-2, LVT-3, RF-1, RF-2, and CPT-1. Plans uses MMA-1, RF-1, EPX-1, and SC-1.

Answer: Specifications for finishes shall be revised as follows:

1. Section 093013 CERAMIC TILING: at paragraph 2.3 Tile Products delete the text at item B, revise the name of item C to be “Ceramic Tile, CT-2”, and revise the name of item D to be “Ceramic Tile, CT-3”.

2. Section 096519 RESILIENT TILE FLOORING: delete this spec section entirely.

3. Section 096566 RESILIENT ATHLETIC FLOORING: delete paragraph 2.3 (RF-2 is not included).

4. Section 096813 TILE CARPETING: delete this spec section entirely.

5. Note that MMA-1 and EPX-1 are specified in section 099600 HIGH-PERFOMANCE COATINGS.

Addendum 2 Page 8 of 14

4.44. Question: Where is the location of the visual displays (markerboard and tackboard panels)?

Answer: Markerboards shall be as follows: 6 FT wide X 4 FT high, mounted 2’-4” AFF to bottom.

Provide one markerboard at the south wall of Classroom 105. Locate 6’-0” from the southwest corner.

Tackboards shall be as follows: 4 FT wide X 4 FT high, mounted 2’-4” AFF to bottom. Provide one tackboard at the west wall of Breakroom 107. Locate 4’-0” from the northwest corner.

4.45. Question: Work Benches (A571): The finish for these units is not indicated. Can this be clarified as to design intent?

Answer: Provide primer and finish coats as indicated in spec section 099123 INTERIOR PAINTING.

Primer shall conform to paragraph 2.3 E (Water-based Rust-inhibitive Primer). Finish coats shall conform to paragraph 2.4 B (Interior, Latex, Institutional Low Odor/VOC, Semigloss).

4.46. Question: Note 6 on Roof Plan A160 calls for through wall flashing to overflow scupper – reference to elevations. When looking on roof plan and elevations I don’t see scuppers call out on either. Can you advise where these are located if on project?

Answer: Overflow scuppers are shown on sheet A300 BUILDING EXTERIOR ELEVATIONS, on sheet P201 PARTIAL PLAN A – PLUMBING, and sheet P202 PARTIAL PLAN B – PLUMBING (keynote P91).

4.47. Question: Spec Section 075600-1.1 Summary Section A - Cold Applied PMMA/PMA flashings. PMMA Flashings are for BUR and SBS membrane products not EPDM membrane products, is this applicable? Does not seem that a roof assembly with BUR or SBS sheets are on the project

Answer: Delete Specification 075600 PMMA Flashing. Use manufacturer’s standard EPDM flashing details as shown in drawing details.

4.48. Question: Detail 8/A161 calls for Multi-purpose flashing cement. This will eat through the EPDM membrane and should only have Bonding adhesive in this location per manufacturer. Is this referring to flashing cement as bonding adhesive in these locations?

Answer: Use manufacturer’s EPDM compatible water cut-off mastic and membrane bonding adhesives at this location. Do not use an asphaltic based flashing.

4.49. Question: In regards to site access, during the site walkthrough it was indicated from the folks at the walk through that construction traffic was expected to come off Gateway Blvd., across their north lot, through the secured rear lot (wit with a GC supplied temporary fence separating traffic from secured area – they mentioned moving items to within the secure area), and utilizing the drive that exists in the construction area. This would be extremely ideal for the project and also reduce risk of track out / construction traffic on Conrad. If we utilize rear of site, the track out would be knocked off for the most part prior to leaving site. Looking to clarify this and the virtual meeting seemed to not exactly clarify.

Answer: Refer to revised sheet CE101 EPSC Plan West.

Addendum 2 Page 9 of 14

4.50. Question: Provide Specification for the site flagpoles

Answer: Refer to addendum sheet CS508 detail 2.

4.51. Question: 055000 Does not mention the steel work benches and POL tables in the warehouse. Are these Contractor Furnished/Contractor installed. If so, do they get painted?

Answer: As shown on sheets A571 and A572, work benches and POL tables are included (contractor furnished / contractor installed). Provide primer and finish coats as indicated in spec section 099123 INTERIOR PAINTING. Primer shall conform to paragraph 2.3 E (Water-based Rust-inhibitive Primer). Finish coats shall conform to paragraph 2.4 B (Interior, Latex, Institutional Low Odor/VOC, Semigloss).

4.52. Question: The site flammable storage and controlled waste buildings are not shown on the

ESS drawing. Please do so and provide proposed conduit routing for their services.

Answer: The CMTA design documents do not include “ESS” drawings. There is not required access control or security at the flammable storage or controlled waste beyond locks on the doors.

4.53. Question: See below for questions regarding air barrier at the outbuildings and roof parapet detail.

Answer:

At detail 4/A161 provide continuous break metal closure plate.

At detail 1/A500 on backside of insulated parapet wall, provide 2” Rigid Polyiso Insulation and ¾” Fire treated plywood attached to CMU wall with masonry anchors.

4.54. Question: There is an existing retaining wall where the new retaining wall is proposed to be built. Do we demolish the old to build the new? If so, how big is footer and how much goes underneath existing road?

Addendum 2 Page 10 of 14

Answer: The existing retaining wall is not within the limits of the new retaining wall and will not need to be disturbed.

4.55. Question: Please provide specification for the retaining wall in the alternate

Answer: Retaining wall detail is shown on Section 5/S-502. Applicable Specifications shall be 312000, 031000, 032000, and 033000.

4.56. Question: Please provide a specification for 275319 DAS system if required

Answer: Delete specification 275319 DAS system is not required.

4.57. Question: Multiple places on the drawings call out data back boxes to be 4-11/16” by 2-1/8” deep. Specification section 27 05 28 states that back boxes must be 4-11/16” by 3-1/2” deep.

Please clarify.

Answer: Specification Section 27 05 28. Part 2, 2.4, B

a. Minimum 4” inches square by 3-1/2 inches for 1-inch pathways.

b. Minimum 4-11/16 inches square by 3-1/2-inch deep box for pathways 1-1/4 inches and larger.

4.58. Question: Under raceway applications in spec section 26 05 33 it states: “Interior, Concealed in Concrete or Grouted Masonry Walls and Partitions: IMC or GRC.” Does this mean that all conduit stubs in block walls must be IMC or GRC?

Answer: Yes

4.59. Question: Does conduit need to be taken to WAP locations?

Answer: Yes. Refer to detail 6, sheet E503.

4.60. Question: There are multiple details showing data stub ups taken to the tray and bonded.

However, it also says that j-hook paths can be used. Does each conduit need to be run to the cable tray and bonded or can we assume that the cabling can be routed from the stub to the tray via j-hook path?

Answer: All stub ups are to be routed to tray.

4.61. Question: Spec section 26 05 53 states that receptacle cover plates shall be marked with their panel and circuit number(s) with clear, machine printed adhesive labels with black lettering.

Spec section 26 27 26 states that all device wall plates shall have panel and circuit designation engraved in the face. Please clarify if these need to be engraved or just have labels installed.

Answer: All stainless steel plates are to be engraved and it is acceptable for the high impact thermoplastic plates to be provided with the machine printed adhesive labels. Refer to specifications for requirements of plate type locations.

4.62. Question: On drawing E701, the keynotes and riser-feeder schedule call out the use of conduit and THWN wire for all feeders. General note P on E701 states that all emergency feeders

Addendum 2 Page 11 of 14 shall be MI-cable. These are contradictory. Is MI cable required? If so, please clarify the exact feeders that need to be run as MI cable?

Answer: All above ground emergency feeders are to be MI cable.

4.63. Question: I am looking to bid division 27 on this bid for you. I noticed on E001 that they say the terminations for the cabling are OFOI. This is a first for me because usually the cat6 cable is terminated and tested by the installer. Would you be able to verify if this is correct?

Answer: That is correct.

4.64. Question: Please confirm the Contractor is to supply the coffee maker. It seems like an odd request since the owner is purchasing all other kitchen equipment except for the hood.

Answer: As indicated on sheet note 33 (sheet A150) the coffee maker is in contract.

4.65. Question: There is a specification section for visual display boards but I do not see any on the drawings or scheduled anywhere for the sizes

Answer: Markerboards shall be as follows: 6 FT wide X 4 FT high, mounted 2’-4” AFF to bottom.

Provide one markerboard at the south wall of Classroom 105. Locate 6’-0” from the southwest corner. Tackboards shall be as follows: 4 FT wide X 4 FT high, mounted 2’-4” AFF to bottom.

Provide one tackboard at the west wall of Breakroom 107. Locate 4’-0” from the northwest corner.

4.66. Question: There is aluminum sheet shown at the translucent wall panels and garage doors.

I assume it should be by the translucent wall panel installer and match the translucent wall panels but that material is not listed in that specification.

Answer: At detail 1/A751 provide sill pan flashing to match the translucent wall panel framing per specification 076200 SHEET METAL FLASHING AND TRIM.

4.67. Question: The architectural jamb details at the overhead doors/counter door shown steel jambs plates and say to “see structural”. Unless I missed it, I do not see that work detailed on the structural drawings. Also the overhead door details 8” diameter bollards inside and outside of the building but say to refer to civil. These will have to move further from the wall than the 1’ shown so they don’t interfere with the footings. Are the bollards to be painted safety yellow or do they get a yellow Idealshield cover? The site furnishings spec seemed to indicate the bollards are to be galvanized. Please confirm.

Addendum 2 Page 12 of 14

Answer: Jamb plate is shown on Detail 12/S-504. Applicable Specifications shall be 312000, 031000, 032000, and 033000. Bollards shall be shifted so they do not interfere with the footings.

The bollards shall be galvanized standard steel pipe and painted safety yellow. Note that the interior bollards shall be surface mounted per detail 6/S-502.

4.68. Question: On details 1 and 2 on 751, there are angles/plate detailed on the tube steel. The structural drawings make no reference to those angles and plates. See below details. Also, the structural drawings refer you to the lintel schedule but the size of the openings exceeds the scheduled brick opening lintels.

Answer: Refer to revised detail D/S-305, G/S-305, and H/S-305, as well as revised lintel schedule on sheet S-503.

4.69. Question: I have a question from Bridge Crane sub, see below: In order to provide the correct electric bar, can you provide what corrosives that are expected to avoid potential melting?

Answer: There should not be any highly corrosive materials utilized within the work bays. Other maybe some road salts coming off of vehicles.

Addendum 2 Page 13 of 14

4.70. Question: In the fencing specs, it details out the operator for the sliding gates. I think those may be added at a future date but please confirm if we are or are not to include them in the bid.

Answer: Correct, operators for sliding gates are not to be included in this bid.

4.71. Question: In the site north access alternate, there is a double gate shown on the drawings but not called out. Please confirm width of the gate and provide construction details of this gate.

Answer: Refer to addendum sheet SS509, The width of this double swing gate will be 20’.

4.72. Question: We are usually required to bring 120V circuits to the temporary generator hookup for the temporary generator block heater/charger. Does GCC require any 120V circuitry? If so, can you provide us with panel and circuit numbers?

Answer: There is already a weather-proof (WP) receptacle on the design documents, captured adjacent to the generator connection cabinet (GCC).

4.73. Question: Under the Mechanical scope Soil, Waste, Vent, and Domestic Water piping are all listed. These should be listed in a Plumbing scope. Please clarify.

Answer: The mechanical scope specification covers both mechanical and plumbing scope. There is not a dedicated specification outlining plumbing scope.

4.74. Question: The Geo above ground pipe is listed as polyethylene fused pipe please confirm this as the desired product. We would prefer and is normal to switch to Carbon/Copper inside of the building.

Answer: Bid as specified and shown in the construction documents.

4.75. Question: Drawing E505, detail 2, shows that the grounding electrode conductors are to be sized using NEC Table T250.66. The riser on drawing E701 shows that the grounding electrode conductors should be #500 MCM copper. Please advise on which we are supposed to go with.

Answer: Provide per what is shown on sheet E701.

4.76. Question: E701 shows the BMGB is to be installed in a NEMA 3R enclosure. This is not shown on the E505 detail 2. Does BMGB have to be in a NEMA 3R enclosure?

Answer: The BMGB is located in the electrical room, it does not need to be in an enclosure.

4.77. Question: Please clarify the intent of the security camera and access control work. One of our security and access control contractors has raised the concern that no doors are shown to receive access controls and no cameras are shown. They are further confused by the responsibility matrix on E001 seems to indicate that those systems are owner furnished and installed yet we have a full specification. Please clarify this scope of work. At this point, we can’t even provide the wiring called for in the responsibility matrix as we have no rough-in locations.

Addendum 2 Page 14 of 14

Answer: All access controls and security cameras were removed by the Guard. The camera at the front door is specifically provided and connected so that they can see who is at the door and not as a security measure. It is noted in the Systems Responsibility Matrix on sheet E001 that the device, conductors and terminations are to be Owner Furnished Owner Installed (OFOI) and the pathway/backbox is to be Contractor Furnished Contractor Installed (CFCI).

END OF ADDENDUM

PROTECT EXISTING

HELIPAD AND CONC.

APRON.

126.16'

43.02'

S

CO

CO

CO

CO

CO

198.35'76.29'

WASH RACK ACCESS

8.

71.49'

145.34'

.0

0'

6.

.0

0'

4.

.9 1'

12 15 6.

50'

30'

N: 560856.8130 E: 1507246.9474

N: 560875.6132 E: 1507048.7720

N: 560619.1806 E: 1507224.4041

N: 560612.9744 E: 1507289.8252

N: 560583.3867 E: 1507171.6576

N: 560643.5292 E: 1507177.3631

N: 560557.9860 E: 1507284.5944

N: 560521.4214 E: 1507288.8729

N: 560814.7333 E: 1507343.3651

N: 560659.4306 E: 1507328.6321

N: 560824.1738 E: 1507243.8511

N: 560596.8879 E: 1507351.2492

N: 560556.3209 E: 1507302.2155

N: 560671.6922 E: 1507358.3178

N: 560654.2680 E: 1507380.7782

N: 560731.8256 E: 1507372.4455

N: 560753.4380 E: 1507423.6479

R5 5.

R45.00'

R25 .00

R45.00'

R94.75'

R150.00'

R 52.02'

N: 560802.3665 E: 1507467.2429

N: 560837.9621 E: 1507479.3141

N: 560874.4790 E: 1507549.3944

N: 560858.4152 E: 1507510.1716

N: 560845.2521 E: 1507587.2558

R108.00'

N: 560461.4911 E: 1507338.4548

N: 560452.8811 E: 1507361.7481

N: 560699.2555 E: 1507332.3708

MATCHLINE SEE SHEET CS102B

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C S1

B

R175.00'

N: 560597.3615 E: 1507060.4804

CONTRACTOR WORK LIMITS

N: 560787.4164 E: 1507454.9000

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REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

ENGR. FILE NO.

08/20/2024

CS101B

SITE PLAN - WEST - NORTH ACCESS ALTERNATIVE

PLAN

NORTH

SCALE:

10' 20'

1"=20'

1. CONTRACTOR SHALL VERIFY LOCATION OF ALL

UTILITIES PRIOR TO CONSTRUCTION OR ANY

EARTHMOVING ACTIVITIES.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CHAIN LINK SECURITY FENCE, 8 FT HIGH. SEE DETAIL

4/C-503.

2. MANUAL SLIDE GATE, 36 FT WIDE (2 EA.). SEE DETAIL

7/C-503.

3. CONDUIT FOR FUTURE GATE OPERATOR. SEE

ELECTRICAL DRAWINGS

4. DOUBLE SWING GATE, MANUAL, 20 FT WIDE (1 EA.). SEE

DETAIL 8/C-503.

5. FUEL TRUCK CONTAINMENT AREA

6. CONTROLLED WASTE HANDLING (SEE ARCHITECTURAL

PLANS).

7. WASH RACK CONC. SLAB (SEE STRUCTURAL

DRAWINGS).

8. LOADING RAMP (SEE STRUCTURAL DRAWINGS).

9. CONCRETE PAVEMENT SECTION, 8 INCH, SEE DETAIL

12/C-507.

10. STANDARD ASPHALT PAVEMENT SECTION. SEE DETAIL

11/C-507.

11. CONCRETE SIDEWALK 4 INCH, SEE DETAIL 10/C-507.

12. HEAVY DUTY GRAVEL PAVEMENT SECTION, SEE DETAIL

9/C-507.

13. CONC. CURB AND GUTTER, 6 INCH X 24 INCH. SEE

DETAIL 4/C-508.

14. SWING GATE, MANUAL, 4 FT WIDE (1 EA.)

15. DOUBLE SWING BAR GATE WITH LOCKING POSTS (1 EA.).

SEE DETAIL 2/C-504.

16. FLAG POLE (2 EA.). SEE DETAIL 2/C-508.

17. FLAMMABLE MATERIALS STORAGE (SEE

ARCHITECTURAL PLANS).

18. PAVEMENT MARKING, STRIPED PARKING SPACES.

19. BIKE RACK ON 10'X8' CONCRETE PAD (1 EA.). SEE DETAIL

8/C-508.

20. DUMPSTER PAD

21. UNDERGROUND INFILTRATION BASIN. SEE GRADING

PLANS.

22. REMOVE AND REPLACE ASPHALT ROAD SECTION PER

LOCAL STANDARDS, REQUIREMENTS AND

SPECIFICATIONS.

23. REMOVE AND REPLACE 30 INCH MOUNTABLE CONC.

CURB AND GUTTER PER LOCAL STANDARDS,

REQUIREMENTS AND SPECIFICATIONS.

24. GRAVEL MAINTENANCE STRIP.

25. HANDRAIL.

26. STOP SIGN. SEE DETAIL 1/C-504.

27. STOP BAR PAVEMENT MARKING. 2' WIDTH.

28. HEAVY DUTY ASPHALT SECTION. SEE DETAIL 1/C-509B.

29. BOLLARD. SEE DETAIL 1/C-505.

30. DETECTABLE WARNING MATS. SEE DETAIL 6/CS-508.

31. RETAINING WALL. SEE GRADING SHEETS AND

STRUCTURAL DETAILS.

32. VEHICLE GUARDRAIL. SEE DETAIL 7/C-509 AND

STRUCTURAL DETAILS.

33. FISHTAIL STYLE GUARDRAIL END TREATMENT.

34. 20' WIDE DOUBLE SWING GATE. SEE DETAIL 8/C-509.

PROPOSED LEGEND

CONC. PVMT.

BITUMINOUS PVMT.

AGG. PVMT.

CONC. WALK

CURB & GUTTER

VALVE

SANITARY MANHOLE

STORM MANHOLE

FIRE HYDRANT

INLET/CATCHBASIN

VALVE IN GATE WELL

SANITARY CLEANOUT

OIL/WATER SEPARATOROW

D

CB

CULVERT END SECTION

CO

S

W

CONTRACTOR WORK LIMITS

85'-0" BUILDING STANDOFF (ATFP)

CHAIN LINK SECURITY FENCE

01 ADDENDUM 03 9/9/2024

CONRAD LN.

AN

D

O

VE

R C

T.

2676 CONRAD LN.

FDC

FHWV

CONC CONC

CONC

ASPHASPH

PUBLIC ROADWAY

MH (BELL SYSTEM)

T.R. 833.64

GRASS

BOLLARDS

SANITARY MH

T.R. 844.38 F.L.

CONC

PAVERS

CONC

WINDSOCK

ASPH

CONC CURB

6' CHAIN LINK FENCE

CONC CURB

6' CHAIN LINK FENCE

SPILL PROTECTION

UNDERGROUND COMM

MARKED AND LOCATED

±1 7.

5'

17' 28.3'

44'

M

AT

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LI

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E

SE

E

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EE

T

C S1

B

M

AT

C H

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SE

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SH

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ENSURE GATE DOES

NOT EXTEND PAST FENCE

TURN WHEN FULLY OPENED

329/

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REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

ENGR. FILE NO.

08/20/2024

CS103B

SITE PLAN SCHEMATIC - EAST - NORTH ACCESS ALTERNATE

PLAN

NORTH

SCALE:

20' 40'

1'' = 40'

1. CONTRACTOR SHALL VERIFY LOCATION OF ALL

UTILITIES PRIOR TO CONSTRUCTION OR ANY

EARTHMOVING ACTIVITIES.

GENERAL SHEET NOTES

SHEET KEYNOTES

PROPOSED LEGEND

CONC. PVMT.

BITUMINOUS PVMT.

AGG. PVMT.

CONC. WALK

CURB & GUTTER

VALVE

SANITARY MANHOLE

STORM MANHOLE

FIRE HYDRANT

INLET/CATCHBASIN

VALVE IN GATE WELL

SANITARY CLEANOUT

OIL/WATER SEPARATOROW

D

CB

CULVERT END SECTION

CO

S

W

CONTRACTOR WORK LIMITS

85'-0" BUILDING STANDOFF (ATFP)

CHAIN LINK SECURITY FENCE

1. CHAIN LINK SECURITY FENCE, 8 FT HIGH. SEE DETAIL

4/C-503.

2. MANUAL SLIDE GATE, 36 FT WIDE (2 EA.). SEE DETAIL

7/C-503.

3. CONDUIT FOR FUTURE GATE OPERATOR. SEE

ELECTRICAL DRAWINGS.

4. DOUBLE SWING GATE, MANUAL, 20 FT WIDE (1 EA.). SEE

DETAIL 8/C-503.

5. FUEL TRUCK CONTAINMENT AREA

6. CONTROLLED WASTE HANDLING (SEE ARCHITECTURAL

PLANS).

7. WASH RACK CONC. SLAB (SEE STRUCTURAL

DRAWINGS).

8. LOADING RAMP (SEE STRUCTURAL DRAWINGS).

9. CONCRETE PAVEMENT SECTION, 8 INCH, SEE DETAIL

12/C-507.

10. STANDARD ASPHALT PAVEMENT SECTION. SEE DETAIL

11/C-507.

11. CONCRETE SIDEWALK 4 INCH, SEE DETAIL 10/C-507.

12. HEAVY DUTY GRAVEL PAVEMENT SECTION, SEE DETAIL

9/C-507.

13. CONC. CURB AND GUTTER, 6 INCH X 24 INCH. SEE

DETAIL 4/C-508.

14. SWING GATE, MANUAL, 4 FT WIDE (1 EA.)

15. DOUBLE SWING BAR GATE WITH LOCKING POSTS (1 EA.).

SEE DETAIL 2/C-504.

16. FLAG POLE (2 EA.). SEE DETAIL 2/C-508.

17. FLAMMABLE MATERIALS STORAGE (SEE

ARCHITECTURAL PLANS).

18. PAVEMENT MARKING, STRIPED PARKING SPACES.

19. BIKE RACK ON 10'X8' CONCRETE PAD (1 EA.). SEE DETAIL

8/C-508.

20. DUMPSTER PAD

21. UNDERGROUND INFILTRATION BASIN. SEE GRADING

PLANS.

22. REMOVE AND REPLACE ASPHALT ROAD SECTION PER

LOCAL STANDARDS, REQUIREMENTS AND

SPECIFICATIONS.

23. REMOVE AND REPLACE 30 INCH MOUNTABLE CONC.

CURB AND GUTTER PER LOCAL STANDARDS,

REQUIREMENTS AND SPECIFICATIONS.

24. GRAVEL MAINTENANCE STRIP.

25. HANDRAIL.

26. STOP SIGN. SEE DETAIL 1/C-504.

27. STOP BAR PAVEMENT MARKING. 2' WIDTH.

28. HEAVY DUTY ASPHALT SECTION. SEE DETAIL 1/C-509B.

29. BOLLARD. SEE DETAIL 1/C-505.

30. DETECTABLE WARNING MATS. SEE DETAIL 6/CS-508.

31. RETAINING WALL. SEE GRADING SHEETS AND

STRUCTURAL DETAILS.

32. VEHICLE GUARDRAIL. SEE DETAIL 7/C-509 AND

STRUCTURAL DETAILS.

33. FISHTAIL STYLE GUARDRAIL END TREATMENT.

34. 20' WIDE DOUBLE SWING GATE. SEE DETAIL 8/C-509.

01 ADDENDUM 03 9/9/2024

2'

4"

INTERNATIONAL

BLUE PAINTED

STRIPES

INTERNATIONAL

BLUE PAINTED

SYMBOL

HANDICAP PARKING

SIGN REFER TO

LAYOUT PLAN FOR

ORIENTATION

CENTER W/ SPACE

EQ.

SPACING

EQ.

SPACING

4"

TYP.

4'

6"

6"

6"

6"

6"

5"

9' 9'

45°

2'

7' 4'

-6

EDGE OF

PAVEMENT OR

PARKING

STALL

4" INTERNATIONAL

BLUE PAINTED

STRIPES

30' FLAG POLE

SPUN ALUMINUM

FLASH COLLAR

WATER PROOF

COMPOUND, 2" DEEP

(4)HARDWOOD WEDGES,

(REMOVE AFTER ALIGNMENT)

CONCRETE

WALK

2'-6"

4'

8"

2'

1' 6"

3' -6

NOTES:

1. FLAG POLE TO BE: CONCORD INDUSTRIES

INC. FROM THEIR CONTINENTAL LINE OR

APPROVED EQUIVALENT

CONCORD INDUSTRIES INC.

P.O. BOX 2449

ADDISON, TX 75001

PHONE: 800-527-3902

FAX: 800-826-5770

2. DESIGN SPECIFICATIONS:

2.1. 30 FT MOUNTING HEIGHT

2.2. 6 IN BUTT DIAMETER

2.3. 0.188 INCH WALL

2.4. ANODIZED CLEAR FINISH

2.5. SATIN BALL TRUCK

2.6. CLEAT SECURITY, 4.5 FT IN HEIGHT

2.7. SPUN ALUMINUM COLLAR

STEEL

GROUND

SPIKE

COMPACTED

SUBGRADE

STEEL REST

PLATE

16 GA. CORRUGATED

GALVANIZED STEEL SLEEVE

STEEL CENTERING WEDGES

(WELDED INSIDE)

DRY SCREENED SAND

300 PSI CONCRETE

FOOTING

MORTAR JOINT TO BE SPACED

PER MANUFACTURERS

RECOMMENDATIONS

WAUSAU TILE 12X12X2 ADA

PAVER OR EQUIVALENT

CONCRETE HEADER CURB

FLUSH W/ PAVEMENT AT ADA

RAMP.

ASPHALT

SUBGRADE COMPACTED TO 95%

STANDARD PROCTOR DENSITY

6"X6" #10/10

WELDED WIRE

MESH

LATEX THIN-SET MORTAR BED WITH SPREAD

PER MANUFACTURES RECOMMENDATIONS

WAUSAU TILE

(800) 288-8728

WWW.WAUSAUTILE.COM

4"

HANDICAP PARKING SPACE1 SCALE: NONE

FLAGPOLE2 SCALE: NONE

TACTILE WARNING PAVERS3 SCALE: NONE

CONCRETE WALK: MEDIUM BROOM

FINISH IN DIRECTION INDICATED

4" TROWELED EDGE,TYP.

CONTROL JTS. AS INDICATED ON

PLANS

1/2" TOOLED EXPANSION JOINT

W/ SMOOTH FINISH AT 30' O.C.

MAX OR AS INDICATED ON

PLANS

PLAN

4"

VARIES

SEE PLANS 4"

C

2" 2"

4 CONCRETE WALK:

3500 PSI

COMPACTED

SUBGRADE

6"X6" #10/10

WELDED WIRE

MESH

4" DGA COMPACTED TO

95% STANDARD

PROCTOR DENSITY

SECTION

4" CONCRETE PAVEMENT5 SCALE: NONE

SLOPE 1:12 MAX

6' MIN TAPERED CURB

1:12 MIN SLOPE

TYP EACH SIDE OF RAMP

VARIES

36" MIN.

EXPANSION JOINT

PINNING TYP

EQUALLY SPACED

VARIES

VARIES

SCORING NOT

REQUIRED

VARIES

MINIMUM 6'

ROAD OR

SIDEWALK

SEPARATE CURB SHOWN;

MAY BE MONOLITHIC CURB

24" MIN

TRUNCATED

DOME

ADA ACCESSIBLE CURB RAMP DETAIL6 SCALE: NONE

"VAN ACCESSIBLE"

SIGN: MUTCD#HC-23 (12"X6")

1 1/2" SQUARE GALV. STEEL

POST: PAINTED BLACK

FINISH GRADE SLOPE TO

DRAIN AWAY FROM POST

CONC. FOOTING

2500 PSI, MIN.

STAINLESS STEEL

HARDWARE, TYP. ALL SIGNS

12" X 18" REFLECTIVE ALUMINUM

SNR78NP5X, PEACHTREE BUSINESS

PRODUCTS - GREEN TEXT ON WHITE

BACKGROUND W/ BLUE HANDICAP SIGN

POST CAP - PRIME

& PAINT, TYP. ALL

POSTSPOST CAP - PRIME &

PAINT, TYP. ALL POSTS

24" X 24" REFLECTIVE ALUMINUM STOP

SIGN PEACHTREE BUSINESS PRODUCTS

P.O. BOX 13290 ATLANTA, GA 30324

MODEL # SNR1124-P

STAINLESS STEEL

HARDWATE, TYP. ALL

SIGNS

1 1/2" SQUARE

GALV. STEEL POST:

PAINTED BLACK

FINISH GRADE

SLOPE TO DRAIN

AWAY FROM POST

CONC. FOOTING

2500 PSI, MIN.

NOTE:

ALL SIGNAGE SHALL BE IN

CONFORMANCE WITH THE MANUAL

OF UNIFORM TRAFFIC CONTROL

DEVICES.

NOTE:

ALL SIGNAGE SHALL BE IN

CONFORMANCE WITH THE MANUAL

OF UNIFORM TRAFFIC CONTROL

DEVICES.

6' -0

3'

-0

6"

12"

7' -0

3'

-0

6"

12"

SIGNAGE7 SCALE: NONE

CURB AND GUTTER4 SCALE: NONE

2"R 2% MIN. SLOPE1"

R 2"R

2% MIN. SLOPE

1" R

6"

8" 6"

7" 2'-0"

1"

6" 8" 8"

6"

6"

8"

2'-0"

7" 1"

6" COMPACTED

SAND BASE 6" COMPACTED

SAND BASE

STANDARD SECTION SPILL-OUT SECTION

9'-4 1/2"

1/ 4"

2" C

LR

4" 2'

-8

12"

COMPACTED SUBGRADE

CONC. FOOTING @

3500 PSI

SILICONE AROUND

BASE

BIKE RACK BY DUMOR, INC. MODEL #

125-50 OR EQUAL.

(800)598-4018: EMBED PER MANUF. REC.

1/2 " EXP. JT

ELEVATION SECTION

BIKE RACK8 SCALE: NONE

10' x 8'

CONCRETE

PAD

DOWNSPOUT TO ROOF

SS SUPPORT STRAP-ANCHOR TO

WALL WITH EXPANSION SHIELDS

CAST IRON CLEANOUT "T" BRANCH

WITH THREADED PLUG

GRADE

PVC FITTING

PVC FITTING

SLOPE

6" PVC

PROVIDE ISOLATION JOINT AROUND

PIPING IF PIPE PENETRATION IS

LOCATED IN CONCRETE PAVEMENT.

EXTERIOR DOWNSPOUT SHOE9 SCALE: NONE

DOWNSPOUT TRANSITION BOOT

HEIGHT AND DIAMETER

DIRECTION

OF RAMP

50% TO 65% OF

BASE DIAMETER

0.9" MIN.

1.4" MAX.

0.

2"

1.6" MIN.

2.4" MAX.

1.

6"

M

IN

2.

4" M

AX

0.9" MIN.

1.4" MAX.

1.

6"

M

IN

2.

4" M

AX

2.4"

MAX.

1.6"

MIN.

0.9" MIN.

1.4" MAX.

SQUARE PATTERN,

PARALLEL ALIGNMENT

RADIAL ALIGNMENT

DETECTABLE WARNINGS NOTES:

1. GENERAL: DETECTABLE WARNINGS ARE A DISTINCTIVE SURFACE PATTERN OF

TRUNCATED DOMES WHICH ARE DETECTABLE BY CANE OR UNDERFOOT TO ALERT

PEOPLE WITH VISION IMPAIRMENTS OF THEIR APPROACH TO STREETS AND

HAZARDOUS DROP-OFFS.

2. PLACEMENT: DETECTABLE WARNINGS ARE TO BE INSTALLED AT ANY LOCATION WHERE

PEDESTRIANS MIGHT CROSS PATHS WITH VEHICULAR TRAFFIC LANES, SUCH AS THE

BASE OF CURB RAMPS OR AT BLENDED CURBS. A 24" STRIP OF DOMES IS

TO BE INSTALLED FOR THE FULL WIDTH OF THE RAMP OR WALK. TYPICAL STREET

CORNER PLACEMENT LOCATIONS ARE SHOWN ON SHEET CS102.

3. SOME DETECTABLE WARNING PRODUCTS REQUIRE A CONCRETE BORDER FOR PROPER

INSTALLATION. THE CONCRETE BORDER SHOULD NOT EXCEED 2". WHERE THE BACK OF

CURB EDGE IS TOOLED TO PROVIDE A RADIUS, THE BORDER DIMENSION SHOULD BE

MEASURED FROM THE END OF THE RADIUS.

4. THE DEPTH OF CONCRETE UNDERNEATH DETECTABLE WARNING PRODUCTS SHALL BE

A MINIMUM OF 4". SEE DETAIL A.

5. ALIGNMENT: TRUNCATED DOMES SHOULD BE ALIGNED WITH THE PRIMARY DIRECTION

OF THE RAMP AS SHOWN ON THE DETECTABLE WARNING ALIGNMENT DETAIL TO

DIRECT PEDESTRIANS TOWARD THE LANDING. NORMALLY THE DETECTABLE WARNINGS

SHOULD BE FLUSH WITH THE BACK OF THE CURB, BUT FOR SKEWED CONDITIONS SEE

DETECTABLE WARNING ALIGNMENT DETAIL. FOR NON-STANDARD LAYOUTS,

DETECTABLE WARNING MATERIALS MAY HAVE TO BE MITERED AND PLACED

SEGMENTALLY.

6. PRODUCTS & COLORS: COLOR OF THE DETECTABLE WARNINGS SHOULD BE SAFETY YELLOW.

INSTALL PRODUCTS AS PER MANUFACTURER'S PRINTED INSTRUCTIONS.

TRUNCATED DOMES DETAILS10 SCALE: NONE

9/ 9/

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BURLINGTON FMS

2676 CONRAD LANE BURLINGTON, KY 41005

08/20/2024

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CD

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REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

ENGR. FILE NO.

08/20/2024

CS508

CIVIL DETAILS

01 ADDENDUM 03 9/9/2024

NOTES:

1. ASPHALT SURFACE AND BINDER COURSE SHALL BE IN

ACCORDANCE WITH KYTC SPECIFICATION SECTION 400.

2. CRUSHED STONE BASE COURSE SHALL BE IN ACCORDANCE

WITH KYTC STANDARD SPECIFICATIONS, TYPE A, CLASS A,

GRADING D, SECTION 400.

3. GEOTEXTILE SHALL BE KYTC TYPE IV (STABILIZATION) IN

ACCORDANCE WITH KYTC STANDARD SPECIFICATIONS.

4. COMPACT SUBGRADE TO AT LEAST 95% OF MAX. DRY

DENSITY PER STD. PROCTOR METHOD (ASTM D 698).

CRUSHED STONE BASE COURSE

COMPACTED SUBGRADE

GEOTEXTILE

6"

4" CLASS 3 ASPHALT BINDER COURSE

1.5" CLASS 2 ASPHALT SURFACE COURSE

HEAVY DUTY ASPHALT PAVEMENT SECTION1 SCALE: NONE

TOP OF ROCK SPILLWAY: EL. 852

ROCK SPILLWAY TO BE 5' WIDE

CONSTRUCTION SAND

CLEAN WASHED NO. 3 STONE

AMENDED SOIL MIX

6" 6"

2' -0

1'

6" PERFORATED PVC

OBSERVATION WELL

WITH PVC CAP. SEE

DETAIL 3, THIS SHEET

8" MONITORING WELL MANHOLE

WITH WATER-TIGHT BOLT DOWN LID.

20 GAUGE GALVANIZED STEEL SKIRT.

PAINTED CAST IRON LID AND RIM.

MEETS AASHTO H20 WHEEL LOADING. STAILESS STEEL BOLD.

NON-WOVEN FILTER FABRIC

UNCOMPACTED EARTH

NOTES:

1. PVC PIPE SHALL HAVE 14" HOLES AT 0, 90, 180, and 270 DEGREES EVERY 3

INCHES WITH A SCREW ON CAP.

2. LID SHALL BE CAST IRON BOLT DOWN LID WITH STAINLESS STEEL BOLTS

AND GALVANIZED STEEL SKIRT. CAST IN IDENTIFICATION TRIANGLE AND

"OBSERVATION WELL"

8"

3' -6

"6" PERF.

PVC PIPE

VEGETATED GRASS SURFACE.

REFER TO PLANTING SEED

SPECIFICATION

BIORETENTION BASIN2 SCALE: NONE

OBSERVATION WELL3 SCALE: NONE

6" DIA.

-3

/4

4' -0

" M

IN

5- 1/

8"

12" DIA.

SHUT

TO BUILDING

FIELD ADJUSTMENT INSTRUCTIONS

1. REMOVE THE BODY FROM THE TOP OF THE POST INDICATOR ASSEMBLY.

2. CUT THE REQUIRED LENGTH OFF THE BOTTOM OF THE STANDPIPE FOR THE

GROUND LINE TO MATCH UP WITH STANDPIPE GROUND LINE MARK.

3. SET THE "OPEN" AND "SHUT" TARGETS FOR THE APPROPRIATE VALVE SIZE.

4. RE-ATTACH THE BODY TO THE TOP OF THE INDICATOR POST ASSEMBLY.

36" ROUND CONCRETE

COLLAR, 3,500 PSI

6"

1"

PIV INDICATOR POST

SHALL INCLUDE LOCK.

USER TO KEEP IN

LOCKED "OPEN"

POSITION

1¼" SQ.

BODY

STANDPIPE

(PAINTED RED)

GROUND LINE

STANDPIPE

(PAINTED)

WATER - POST INDICATOR VALVE (PIV)4 SCALE: NONE

S A

N

I T A R Y S E W E

R

NOTE:

1. COVER TO BE "SELF-SEALING" UNLESS INDICATED TO BE A GASKETED,

WATER-TIGHT COVER ON THE DRAWINGS. WATER-TIGHT COVER FRAMES

SHALL BE BOLTED TO THE TOP OF THE CONCRETE STRUCTURE.

SCALE: NONE

SANITARY MANHOLE COVER - STANDARD5

(2) CLOSED PICKHOLES

1 1/2" (38mm) LETTERS

(RECESSED FLUSH)

STANDARD

MANHOLE

RING &

COVER

COMBINATION

AIR/VACUUM VALVE

FLANGED

GATE VALVE

AIR VALVE

PRESSURE

MODEL

FLANGED

REDUCER

(IF

NEEDED)

MJ x FLG TEE WITH

BRANCH ≥ 12 THE RUN

DIAMETER

FLAT TOP MANHOLE

(RING MAY BE CAST INTO

TOP)

CONCRETE

SUPPORT

NEOPRENE

WATER STOP

MIN. 10" DIA. SUMP

PRECAST MANHOLE

SECTION (ASTM C-478),

DESIGNED FOR AASHTO

H-20 LOADING

MASTIC JOINT

MATERIAL OR

APPROVED EQUAL

CASTING TO SIT ON

MASTIC JOINT

MATERIAL OR

APPROVED EQUAL

NOTES:

1. ALL LIFT HOLES AND JOINTS SHALL BE MORTARED BOTH INSIDE AND OUTSIDE.

2. NO STEPS PERMITTED.

3. ALL PLUMBING MATERIALS TO BE NON-CORROSIVE, ALL FITTINGS SHALL BE STAINLESS STEEL

4. ISOLATION GATE VALVE TO BE SAME SIZE AS AIR VALVE.

5. ARV MANHOLE SHALL BE PROVIDED WITHOUT STEPS.

6. RESILIENT CONNECTORS OR BOOTS MEETING ASTM C923 SHALL BE USED AT THE MANHOLE AND PIPE

INTERFACE.

7. MANHOLES DEEPER THAN 12 FEET REQUIRE AN EXTENDED BASE.

COMBINATION (HIGH POINT) AIR VALVE DETAIL

SCALE: NONE6

IN-LINE VALVE DETAIL

LEAF

F

EN

C E

FA

BR

IC

1'

-0

GATE OPENING

FENCE FABRIC (TYP.)

DIRECTION GATE SWING (TYP.)

CHAIN LINK

FABRIC

LINE POST

GATE FRAME

3/8"Ø

TRUSS

LATCH ASSEMBLY

TRUSS ROD (TYP.)

LINE POST

GRADE LINE

GATE FRAME

PLAN

ELEVATION

DROP ROD

2'-10" MIN. FOR POSTS 4" O. D. & LESS

CHAIN-LINK

FABRIC

TOP TENSION WIRE OR

BOTTOM TENSION

3 HORIZONTAL STRANDS

OF BARBED WIRE

3 STRANDS OF BARBED

WIRE (TYP.)

6 STRANDS OF BARBED

WIRE (TYP.)

6 STRANDS OF BARBED

WIRE (TYP.)

16" 0 MIN. FOR GATE POSTS 4" O. D. & LESS

BRACE RAIL (TYP.)

RAIL AS SPECIFIED (TYP.)

HINGES (TYP.)

WIRE (TYP.)

BRACE RAIL (TYP.)

2" M

AX

RODS (TYP.)

DOUBLE SWING GATE 8 SCALE: NONE

VEHICLE GUARDRAIL7 SCALE: NONE

9/ 9/

:5

6:

P M

095CABPBR0400

BURLINGTON FMS

2676 CONRAD LANE BURLINGTON, KY 41005

08/20/2024

202211

CD

KP

D

REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

ENGR. FILE NO.

08/20/2024

CS509

OPTION B - CIVIL DETAILS

NA

NA

01 ADDENDUM 03 9/9/2024

BAR TYPE 1 - CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN Db, CLEAR COVER NOT LESS THAN Db, AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN CODE MINIMUM

OR

CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2*Db AND CLEAR COVER NOT LESS THAN Db.

BAR TYPE 2 - TOP BARS WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW AND OTHER CASES

STRAIGHT BAR HOOK BAR MIN. LAP LENGTH

LAP LENGTH

LE

N

G T

H

LENGTH

LEG

E M

B E

D

CTR. TO CTR. SPACING

OF SPLICED BARS TO

NOT EXCEED 1/5 MIN.

LAP LENGTH OR 6"

WHICHEVER IS LESS

TENSION DEVELOPMENT / LAP SPLICE SCHEDULE (UNCOATED BARS)

DEVELOPMENT / LAP SPLICE LENGTH IN CONCRETE (f'c = 4500 PSI)

BAR

SIZE

DEVELOPMENT LENGTH (IN) CLASS 'B' LAP SPLICE LENGTH (IN)

BAR TYPE 1 BAR TYPE 1BAR…