17010/01.05.2018 ADDENDUM NO. 2

ADDENDUM NO. 2

COLLECTIONS & DISTRIBUTION CENTER 1010 WEST MAIN STREET

Georgetown Municipal Water & Sewer Service Georgetown, Kentucky

BID DATE: Tuesday, January 9, 2018 - 3:30 p.m. (Local Time)

This Addendum No. 2 and its noted revisions and attachments to the Drawings and Specifications shall supplement, amend, and become a part of the Bidding Documents, Contract Documents, Drawings, and Specifications. All Bids and Construction Contracts shall be based on these modifications and issued Drawings, Specifications, and all Addendum. All Bids must be made on the required Bid Forms and include all of Section 004XXX series documents and must be fully completed and executed with original signatures and corporate seals. All Bid Bonds must be original forms and accompanied by the required certificates, original signatures, and seals. Any Bids without original documents, or a conditional or qualified Bid, will not be accepted REVISIONS AND ATTACHMENTS GENERAL ITEM AD2-1 All special inspections as required by the Kentucky Housing,

Building & Construction and Georgetown/Scott County Building Inspector’s Office or other state or local regulatory agencies and all other tests, inspections and certifications of materials, equipment, subcontractors or completed work, as required by the various sections of the Specifications shall be obtained by the Contractor and all costs shall be included in the Contract Price.

ITEM AD2-2 See the attached pages of questions and RFIs submitted for clarifications and/or the responses to the questions.

SPECIFICATIONS

ITEM AD2-3 SECTION 004513 - QUALIFICATIONS STATEMENT, Paragraph 12, Safety Program

17010/01.05.2018 2 of 5 ADDENDUM NO. 1

The requirements for the Contractor's proposed Subcontractors and Suppliers furnishing or performing Work having a value in excess of 10 percent of the total amount of the Bid shall be waived and will not be required to be submitted with the bid; however, the information shall be provided by the successful bidder prior to award of the contract. The OSHA No. 500- Log & Summary of Occupational Injuries & Illnesses form shall be revised to be the form OSHA’s 300 - Log of Work-Related Injuries and Illnesses

ITEM AD2-4 SECTION 007213 – STANDARD GENERAL CONDITIONS, Article 14.02, Tests, Inspections, and Approvals Revise paragraph 14.02(B) to read as follows: The Contractor shall retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform all inspections and tests expressly required by the Contract Documents to be furnished and paid for by the Contractor. All independent inspector, testing laboratory, or other qualified individual or entity shall be subject to the approval and acceptance of the Owner. All other costs incurred in connection with tests or inspections of covered Work shall be governed by the provisions of Paragraph 14.05.

ITEM AD2-5 SECTION 042223 – ARCHITECTURAL CONCRETE MASONRY, Paragraph 3.6, Field Quality Control Revise paragraph 3.6 (A) to read as follows:

A. Testing and Inspecting: Contractor shall engage special inspectors to perform tests and inspections and prepare reports. Allow inspectors access to scaffolding and work areas, as needed to perform tests and inspections. Retesting of materials that fail to comply with specified requirements shall be done at Contractor's expense.

ITEM AD2-6 SECTION 033000 – CAST-IN-PLACE CONCRETE, Paragraph

3.11, Finishing Formed Surfaces All formed concrete for interior and exterior surfaces not to receive a type of cover material shall have a smooth-formed / grout-cleaned finish on all surfaces exposed to view in the garage bay and under the storage canopy area per paragraph 3.11 (B).

ITEM AD2-7 SECTION 081100 STEEL DOORS AND FRAMES Metal Products, Inc. is an acceptable manufacturer for the Doors and Frames.

17010/01.05.2018 3 of 5 ADDENDUM NO. 1

ITEM AD2-8 SECTION 133400 SPECIAL STRUCTURES PRE-ENGINEERED

STRUCTURES Chief Buildings and Butler Manufacturing Company are an acceptable manufacturer for the Pre-Engineered Metal Building structure and panels.

ITEM AD2-9 SECTION 133400 SPECIAL STRUCTURES PRE-ENGINEERED STRUCTURES, Paragraph 1.10 - Warranty Delete subparagraphs A.2 thru A.9. The warranty shall be as stated in A.1 Materials and Workmanship Warranty: a. Warranty Period: 3 years, standard.

DRAWINGS

ITEM AD2-10 Sheet C-0-02 – PROPOSED SITE PLAN

The Contractor shall construct a new concrete sidewalk (Per Concrete Sidewalk Detail on Sheet SD-0-02) along the eastern boundary line and parallel with Hillside Drive by extending the existing sidewalk from the end of the current sidewalk near the southern boundary to a point near the end of the existing concrete curb and gutter at the northeast property corner.

ITEM AD2-11 Sheet C-2-02 – SITE UTILITIES PLAN – ENLARGED Oil/Water Separator and Sand Trap added and storm sewer adjusted. See Attached AD 2-01.

ITEM AD2-12 Sheet SD-0-02 – STANDARD DETAILS - MISCELLANEOUS

Pavement Detail – The “8” #657 Stone Course” shall be revised to read “8” #57 Stone Course”

ITEM AD2-13 Sheet SD-0-02 – STANDARD DETAILS - MISCELLANEOUS

See Attached AD 2-02 & AD 2-03 for dimensions and rebar layout for concrete apron.

ITEM AD2-14 Sheet SD-2-01 – STANDARD DETAILS – STORM WATER RETENTION DETAILS See Attached AD 2-04 for revised elevations.

ITEM AD2-15 Sheet S2.1 – FOUNDATION PLAN – AREA A The floor slab pitch to the trench drains shall be as shown on Sheet A1.1

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ITEM AD2-16 Sheet S2.1 – FOUNDATION PLAN – AREA A and Sheet S3.3 -FOUNDATION SECTIONS, Section D/S3.3 The T.O.S. = + 2’-0” for the loading dock is incorrect. The elevation as shown on Sheet A4.1 is the correct elevation. Adjust the CMU height for the section D/S3.3, accordingly to match the elevation on Sheet A4.1.

ITEM AD2-17 Sheet A3.1 – ELEVATIONS, Elevation D/A3.1 – RIGHT SIDE ELEVATION (UNDER STORAGE CANOPY) The bottom course of CMU shall be smooth face for the exterior surface for the entire length of wall that adjoins the bituminous pavement under the storage canopy.

ITEM AD2-18 Sheet S2.1 – FOUNDATION PLAN – AREA A and Sheet S3.3 -FOUNDATION SECTIONS, Section D/S3.3

ITEM AD2-19 Sheet EU-1: For the Lift Station, change fusing to “50 amps” in lieu of 40 amps as shown. Change corresponding feeder breaker in Panel “MP” to 50 amp, 2 pole.

ITEM AD2-20 Sheet EU-1: Route underground pole lighting circuit to Panel “A” and through a timeclock mounted adjacent to Panel “A”. This timeclock shall also control the building-mounted wall packs already shown on E-1.1 plan.

ITEM AD2-21 Sheet EU-1: For Cantilever Gate, refer to Plan “SD-0-01” for locations of each infrared photo eye. Provide empty 1” PVC conduit from each location to the Gate Operator Control unit for future control wiring by Gate installer.

ITEM AD2-22 Sheet E-1.1: Lighting fixture specification for “OL1” shall be an equal to Beacon Catalog # VL-20-N-T4-S25. This Catalog number describes an LED-lamped shoe box style fixture atop a 25’ square steel pole. Fixture shall be a minimum 20,000 lumen output in a category 4 “forward throw” configuration. Concrete pole base shall extend a minimum of 36” above final grade at each of these locations.

ITEM AD2-23 Sheet E-1.1: Provide a separate circuit to Panel “A” to serve the lighting in Toilet # 105.

ITEM AD2-24 Sheet E-1.1: Provide an additional type “D” wall pack so each overhead door will have an associated wall pack mounted directly over the door opening at 18’ above slab.

ITEM AD2-25 Sheet E-1.1 and E-2.1: All circuit homeruns shall be routed to Panel “A” unless otherwise noted.

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ITEM AD2-26 Sheet E-2.1: In the Wash Bay, Service Bays, Loading Platform and Covered Storage areas, all general-use receptacles shall be recess in wall unless shown on a structural steel column. All receptacles shall be ground fault circuit interrupting type with weatherproof in-use covers. All receptacles shall be mounted no less than 48” AFF. Any electrical circuits, conduits, boxes and/penetrations made or installed at 18” AFF or lower to the floor slab shall comply with NEC article 511 for wiring methods conforming with Class 1, Division 2 classified areas.

ITEM AD2-27 Sheet E-2.1: Circuit conductors for the Ice Maker shall be # 10 AWG and protected by a 30 amp, single pole breaker in Panel “MP”.

ITEM AD2-28 Sheet E-2.1: Route (1) 120v, 30 amp circuit through all overhead door operators with a corresponding breaker in Panel “A”.

________________________ Bryan K. Lovan, PE, PLS Sr. Project Manager/Engineer Bluegrass Engineering, PLLC P.O. Box 1657 Georgetown, KY 40324 Cell: 859.351.1714 e-mail: blovan@bluegrassengineering.net January 5, 2018

17010/1.5.2018 Page 1 of 4 QUESTIONS & RFI Addendum #2

Addendum No. 2 COLLECTIONS & DISTRIBUTION CENTER 1010 WEST MAIN STREET Georgetown Municipal Water & Sewer Service Georgetown, Kentucky Job # 17010 QUESTIONS & REQUEST FOR INFORMATION SUBMITTED FOR CLARIFICATIONS 1. Please see attached cut from Plan C-2-01. Is the line along the right side of the building

a foundation drain line? What size pipe? Plan C-2-02 shows IE at the headwall is 860.00, is this correct? Yes, the line shown outside of the retaining wall is a foundation drain line, 8” SDR-35 perforated pipe. IE for Headwall #3 shall be 855.00.

2. Note 1 on plan C-0-02 requires crushed stone on the Phase II areas. What type of

crushed stone and what depth is required? Crushed stone shall be as show on Sheet SD-0-02 – PAVEMENT DETAIL less the bituminous pavement of 2” Surface Course and 4” Base Course. Contractor shall be responsible for a smooth transition from the crushed stone surface to the bituminous pavement surface.

3. Legend on Plan C-3-01 indicates crushed stone paved areas. What type of crushed

stone and what depth is required? See response to no. 2 above. 4. Plan SD-2-03 has details for the Barnes grinder station. What is the overall height of the

fiberglass basin? (detail has ## ) The overall height of the fiberglass basin shall be 6 feet.

5. Outfall Structure Detail on plan SD-2-01. Listed Elevations appear to be incorrect. See

Addendum No. 2. 6. Plan S2.1 indicates that the area between column lines E & G is to be 7” slab-on-grade.

Plan C-3-01 indicates that this area is to be Covered Storage, asphalt pavement. Please clarify. The Covered Storage area shall be slab on grade as shown on Sheet S2.1.

7. Spec page 312317-1 states “Blasting will NOT be permitted”, then goes on to say “Use

of explosives ...shall not be allowed without permission”. Should we bid mechanical removal or using explosives? Blasting will not be permitted on this project.

8. Sheet A5.1 – Where is Elevation G that is called out? There is no elevation. 9. Vanity top shown at elevation A/A5.1, is it laminate or solid surface? Vanity tops are

meant to be laminate.

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10. Lockers shown at enlarged plan AA/A5.1, shows elevation G/A5.1, this does not exist,

are lockers laminate or metal, please provide section & elevation. There is no Elevation G. Lockers will be provided by the Owner.

11. The pavement detail shows 8” #657 Stone, but I have not been able to find this material

in the KYTC Standard Specification book. Can DGA be used as an alternate? See Addendum No. 2, The “8” #657 Stone Course” shall be revised to read “8” #57 Stone Course”

12. The Crushed Stone section on the East side/Entrance area. Will this material be DGA?

What will be the designed thickness in this area. See Addendum No. 2. The entrance area has been revised to be a bituminous entrance apron.

13. Will the Covered Storage and Uncovered Storage areas both be Asphalt pavement?

See response to no. 6 above. Only the uncovered area shall be bituminous pavement.

14. Will there be any Handicap parking spaces and HC signs required? No Handicap

Parking is anticipated at this time. However; if handicap parking is required per the local building inspector, adjustments will be made during construction to accommodate the required parking.

15. Also will there be wheel stops at all the parking spots? Yes, See the detail on Sheet

SD-0-02 – WHEEL STOP & PARKING DETAIL. 16. Is there an engineer’s estimate/budget is for this project? The estimated construction

cost is in the range of $1,000,000 to $1,200,000. 17. Can you approve Butler Manufacturing Company as an approved manufacturer for 13 34

00 Pre-Engineered Structures – Panels and Insulation? They are approved in 13 34 19 Pre-Engineered Structures – Structural Framing but it only lists Varco-Pruden as Acceptable Manufacturer in the 13 34 00 Spec. See Addendum No. 2.

18. 13 34 00 Article 1.10 - Appears to be various types of warranties for the wall and roof

panels. The NDL can get expensive. Can more clarification be given? See Addendum No. 2.

19. 13 34 00 Article 2.2(A)12 – this includes several Up-lift Classes. Please clarify which (or

if any) are needed. SSR roof shall meet the requirements for UL Class 60 or 90 wind uplift.

20. 13 34 00 Article 2.5(A) – this calls for a pre-assembled Door/Frame. We commonly use

these in a pre-engineered building wall but not sure about in a masonry wall. Just wanted to check that this is what you want. Standard welded frames, per specification Section 081100 - STEEL DOORS AND FRAMES.

21. The Pavement Detail on Sheet SD-0-02 indicates a total 18 inches of pavement section.

Please clarify the specific pavement sections for the three ground surfaces shown on Sheet C-3-01 for Paving – Final, Paving – Base, and Crushed Stone. Will the proposed subgrade be at -18 inches for all of these surfaces? The pavement section will be a

17003/1.5.2018 Page 3 of 4 QUESTIONS & RFI Addendum No. 2

total of 18 inches for the “Paving – Final”, 16 inches for “Paving – Base”, and 12 inches for “Crushed Stone”. Crushed stone surface shall be as show on Sheet SD-0-02 – PAVEMENT DETAIL less the bituminous pavement of 2” Surface Course and 4” Base Course. Contractor shall be responsible for a smooth transition from the crushed stone surface to the bituminous pavement surface.

22. Sheet C-2-02 The invert elevations for the storm structures are shown on the drawings.

Please provide the rim elevations for the storm structures. The rim elevations for the drain basins are shown on Sheet SD-2-02 in the “DRAIN BASIN SCHEDULE”.

23. Sheet C-1-01 Please provide finished grade elevations for the curb along the northern

side of the site and the proposed ground elevation above the modular retaining wall. The top of curb shall be approximately 857.50 along the northern portion of the parking lot and finished grade shall be approximately 6 inches below the top of the modular block retaining wall.

24. Sheet S2.1 southwest corner (west of the Distribution Building) is shown to be 7” thick

concrete slab on grade, but Sheet C-3-01 indicates this area is “Paving-Final” for Covered Storage. Please clarify which one is correct. See response to no. 6 above. The Covered Storage area shall be slab on grade as shown on Sheet S2.1.

25. Bedrock will be present at subgrade elevation. Will you require an over excavation of

the bedrock and backfill for the foundations, floor slab, and pavement areas? Per Foundation Note 3 on drawing S1.1 and all foundation details on drawing S3.3, foundations are to bear directly on bedrock or on flowable fill/lean concrete placed directly over bedrock. Bedrock to be overexcavated 20” minimum below bottom of concrete slab on grade. Refer to specification 030300 for other excavation and overexcavation requirements at the building.

26. Sheet SD-1-02 For the modular block retaining wall, please clarify if you want the grade

to match the top of the block walls per the “Gravity Wall Section” detail or if you want exposed double face blocks and cap blocks per the “Top of Wall W/Cap Step Detail”. The retaining wall shall be the double face block and caps along the northern boundary for the sections with the chain link fence mounted on top and for the entire length along the eastern boundary section. The retaining wall section along the northern boundary without the chain link fence shall be the gravity type wall section.

27. Sheet SD-0-02 has a “Dumpster Corral Detail”. Please specify where on-site this

dumpster pad is located. The location shall be in the northwest corner of the uncovered storage area.

28. Does the Owner have a designated waste area in Georgetown for the excess soil/rock

excavated from the site? All excess overburden or waste material from the stripping operations of the site shall be removed from the site and properly disposed at the expense of the Contractor. No material shall be wasted on site. The Contractor shall locate and identify the designated waste site and obtain approval from the Engineer prior to wasting any excess material. The contractor shall be responsible for locating suitable borrow areas and all borrow material, as required, if additional fill material is needed for the site.

17003/1.5.2018 Page 4 of 4 QUESTIONS & RFI Addendum No. 2

29. Sheet S2.1 indicates a 7” Slab on Grade and 4” Slab on Grade. Please clarify the limits of each and provide the specified stone thickness under the slab. Building slabs are to be installed over 5” minimum thickness of compacted DGA, see Plan Note 5 on drawing S2.1.

30. Sheet C-2-02 Curb Inlet #2 invert is shown as 856.50 ft. This is probably the rim

elevation and we will need the invert elevation. Please clarify. The curb inlet rim elevation is approximately 856.50 and the invert elevation shall be 852.92.

31. Please provide storm structure elevations and clarify pipe sizes. Pipe sizes are shown

on Sheet C-2-02 along with invert elevations of structures. Drain Basin Elevations are shown on Sheet SD-2-02 in the “DRAIN BASIN SCHEDULE”

32. 133400/2.2/A/12 calls for FM 1-60, 1-75, 1-90, and 1-120? Which is it? All are

graduations of the same criteria. I’m assuming it might be none of them are required and it should have been edited out if they are all listed. See Response No. 19 above.

33. Similar to the FM question above, what are the warranty requirements? There are

multiple weathertightness and material and workmanship warranties specified. See 133400 1.10/A See Addendum No. 2.

34. Is the fencing to be color coated or mill finish? Where is the limits of the 6-foot chain link

fence versus the 4-foot chain link fence? What is the width of the man gate and vehicular gate? The fence shall be polymer coated pipe and fabric and the color shall be black per specification Section 323113. The entire property shall be enclosed with the 6-foot chain link fence and is illustrated by the symbol below. There are sections of the 6-foot fence that is installed on top of the reinforced concrete retaining wall and the modular block retaining wall. The 48” High Galvanized Chain Link Fence with Privacy Weave is only installed on top of the reinforced concrete retaining wall in the area necessary for fall prevention as illustrated on Sheets A3.1 and A3.2 where the PEMB structure is not located. The man gate shall be 4 feet wide and the vehicular gate shall be as required for a for a 50-foot wide entrance. See Drawing AD2-06.

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SEE SHEET M-1

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DRAIN BASIN #2

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1000 WEST MAIN STREET

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PAVEMENT ENTRANCE

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ENTRANCE APRON SHALL BE

BITUMINOUS PAVEMENT - BASE COURSE

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CHAIN LINK FENCE LAYOUT

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