Addendum One .pdf
PDF 2 MB Posted
- Solicitation number
- RFB 785 2400000755 6
- Issued by
- Anderson County, Kentucky
About this file
This addendum document amends the Invitation to Bid (RFB-276-24) issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, for the construction of a New Maintenance Facility for the Kentucky Transportation Cabinet in Ballard County, LaCenter, Kentucky. The project scope includes construction of an 80' x 60' maintenance building with associated site improvements, including demolition of existing structures, soil remediation, placement of engineered fill, site concrete and asphalt pavement, parking areas, fencing, and utility work. A site visit was conducted on June 20, 2024, with a roster of attendees included in the addendum. The addendum revises specifications and drawings to include clarifications on door glazing panels, fencing requirements, engineered fill placement, and metal building panel gauges. Bidders are required to submit a revised unit price page that includes pricing for placement and compaction of engineered fill per cubic yard, with all unit prices expected to be uniformly applied for additions or deductions to contract work.
The addendum establishes a $30,000 lump-sum allowance in the bid proposal for structural repairs to the existing maintenance building, with prioritized work to be determined by the owner and user agency during the construction period. The contractor must provide a reasonable unit price allowance for placement and compaction of approximately 400 cubic yards of engineered fill compacted to 95% according to ASTM D698, with testing provided by the owner. The soil remediation will be performed by a separate contractor, Linebach Funkhouser, Inc. (LHI), with work expected to begin on or about August 1, 2024, and the Kentucky Transportation Cabinet is expected to complete removal of the salt dome structure prior to that date. Final contract adjustment will be calculated based on actual fill quantities using the unit pricing established in the bid. The addendum is dated June 26, 2024, and becomes binding upon the contract to be issued in response to the invitation to bid.
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COMMONWEALTH OF KENTUCKY
DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES
DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION
INVITATION TO BID NO: RFB-276-24
FOR: New Maintenance Facility Ballard County Kentucky Transportation Cabinet LaCenter, Kentucky
DATE: July 1, 2024
RFB-785-2400000755
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.
Item 2: Bidders shall submit the revised unit price page attached to this addendum with their bid.
END OF ADDENDUM
Invitation to Bid No. RFB-276-24 For: New Maintenance Facility Ballard County Kentucky Transportation Cabinet LaCenter, Kentucky
Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration
RFB-276-24
REVISED
OFFICIAL BID DOCUMENT
FOR
NEW MAINTENANCE FACILITY
BALLARD COUNTY
KENTUCKY TRANSPORTATION CABINET
LACENTER, KENTUCKY
LIST OF UNIT PRICES: (ALL BLANKS MUST BE FILLED IN)
Unit prices shall include the furnishing of all labor, materials, suppliers, services and shall include all items of cost, overhead and profit for the Contractor and any Subcontractor involved, and shall be used uniformly without modification for either additions or deductions. The Unit Prices as established shall be used to determine the equitable adjustment of the Contract Price in connection with changes or extra work performed under the Contract. Failure to completely fill out all unit prices requested may result in bid rejection.
DESCRIPTION OF WORK
UNIT PRICE
UNIT OF
MEASURE
1. Placement and Compaction of Engineered Fill $ Per Cubic Yard
Fund No. 609-C6CN Kentucky Transportation Cabinet
PFGW File No. 2107 Ballard County Maintenance Building
Marcum Engineering File No. 21559 LaCenter, Kentucky
ADDENDUM NO. 1 009001 - 1
DATE OF ISSUE: June 26, 2024
REQUEST FOR BID NO. RFB-276-24
New Maintenance Facility
Kentucky Transportation Cabinet
Ballard County, Kentucky
AGENCY: 609
FUND: C6CN
ARCH FILE NO. 2107
ADDENDUM NO. 01
This Document is an amendment of the original Specifications and/or Drawings and shall be part of and included in the Contract. Wherein this Addendum conflicts with the original Specifications and/or
Drawings, this Addendum shall govern.
PROJECT MANUAL
ITEM NO. 1: PART 1 – ADVERTISEMENT FOR BIDS - ARTICLE J. - SITE VISIT
INFORMATION
a. See the attached Roster Sheet for a listing of Meeting Attendees.
b. The Meeting included a verbal description of the scope of work, including revision of site demolition and repairs of the existing Maintenance Garage thru project allowance.
c. Forthcoming Addendum will be issued to address soil remediation and engineered fill within proposed building footprint.
d. Addendum items to date were noted. Items included clarification of fencing and overhead door glazing panels.
ITEM NO. 2: OFFICIAL BID DOCUMENT – BID FORM OF PROPOSAL / UNIT PRICES
a. Revise Bid Document to include Unit Price for Placement and Compaction of
Engineered Fill per cubic yard. Unit Pricing will provide contact adjustment of
400 cubic yard allowance.
ITEM NO. 3: SECTION 007300 – SPECIAL CONDITIONS
a. Refer to Article 4 – Times of Completion, Work being Performed by the Owner or by Others. Revise list to include items as follows:
2. Selected building removal by KYTC.
3. Soil remediation by LHI.
b. Refer to Article 8 – Allowances included in the Contract Amount. Revise Article to read as follows:
A. Contractor shall provide a lump sum amount of $30,000 in their Bid Proposal for use in
Structural Repairs of the existing Maintenance Building. A prioritized scope of work will be
Marcum Engineering File No. 21559 LaCenter, Kentucky
ADDENDUM NO. 1 009001 - 2
determined by the Owner and User Agency for contract pricing and execution during the construction period of the new Maintenance Building.
B. Contractor shall provide a reasonable amount for the placement and compaction of four hundred (400) cubic yards of Engineered Fill per Specification Section 31200 – Earth Moving.
Fill to be compacted to not less 95% according to ASTM D698. Testing to be provided by
Owner per Special Inspections contract. The soil remediation contractor, Linebach
Funkhouser, Inc. (LHI) will provide a calendar schedule for soil remediation which is expected begin on or about August 1, 2024. KYTC is expected to complete removal of salt dome structure prior to August 1, 2024. Final contract adjustment will be computed according to actual fill amounts with modification by Unit Pricing.
1. Refer to Article 9 – Unit Prices established by the Form of Proposal. Revise
Article to delete sentence “No Scheduled Unit Prices…” and to read as follows:
C. Engineered Fill placed and compacted to 95% compaction per cubic yard.
2. Refer to Article 14 – Other Special Conditions of Contract. Revise existing paragraphs to indicate Weather Related Delays as Paragraph A. and E-
Communication Construction Collaboration as Paragraph B. Revise Article to add the following Paragraph C,:
C. Placed and Compacted Engineered Fill Allowance
• Contractor shall include in Bid Submittal a reasonable cost allowance for placement and compaction of four hundred (400) cubic yards of Engineered Fill per Specification Section
312000 – Earth Moving.
• Engineered Fill to be placed in area of soil remediation performed by separate Contractor, Linebach Funkhouser, Inc. (LHI).
• Soil remediation area is approximately in location of existing Salt Storage structure which is within footprint of new Maintenance Garage.
• LHI will furnish calendar schedule and drawing indicating more precise footprint of remediation area.
• Cost allowance will be adjusted by Unit Pricing for the exact quantities of fill required.
SPECIFICATIONS
ITEM NO. 4: SECTION 133419 – METAL BUILDING SYSTEMS
a. Refer to Article 2.5 Metal Roof Panels. The design intent for thickness of zinc-coated steel sheet is for standard 24-gauge material.
b. Refer to Article 2.6 Metal Wall Panels, Paragraph A. Exposed Fastener Wall
Panels. The design intent for thickness of zinc-coated steel sheet is for standard
24-gauge material.
c. Refer to Article 2.6 Metal Wall Panels, Paragraph B. Metal Liner Panels. The design intent for thickness of zinc-coated steel sheet is for standard 22-gauge material.
Marcum Engineering File No. 21559 LaCenter, Kentucky
ADDENDUM NO. 1 009001 - 3
DRAWINGS
ITEM NO. 5: DRAWING SHEET C0.1 – SITE LAYOUT DEMOLTION
a. Replace the drawing sheet in its entirety with the attached sheet.
ITEM NO. 6: DRAWING SHEET C1.1 – MASTER SITE PLAN
a. Replace the drawing sheet in its entirety with the attached sheet.
ITEM NO. 7: DRAWING SHEET C2.1 – SITE DETAILS
a. Add the drawing sheet with the attached sheet.
ITEM NO. 8: DRAWING SHEET A1.1 – SCHEDULES AND DETAIL
a. Refer to Door Types, D-4. Revise door elevation to indicate four (4) vision lites in lieu of illustrated full view section.
ITEM NO. 9: DRAWING SHEET A1.3 – BUILDING ELEVATIONS
a. Refer to North and South Building Elevations. Revise overhead door elevations to indicate four (4) vision lites in lieu of illustrated full view section.
ATTACHMENTS
1. Site Visit Meeting Roster Sheet – June 20, 2024
2. Drawing Sheet C0.1 – Site Demolition
3. Drawing Sheet C1.1 – Master Site Plan
4. Drawing Sheet C2.1 – Site Details
END OF ADDENDUM NO. 01
NEW MAINTENANCE FACILITY
KYTC - BALLARD COUNTY
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1/4" TOOLED RADIUS
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ASPHALT SURFACE COURSE REFER TO SPECIFICATIONS
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ASPHALT BASE COURSE REFER TO SPECIFICATIONS
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DGA - REFER TO SPECIFICATIONS COMPACT PER SPECIFICATIONS
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FINISHED GRADE REFER TO PLANS
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NOTE: LOCATE TOOLED/SAWED CONTROL JOINTS PER PLAN OR SPACE EQUAL TO WALK WIDTH
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PROVIDE CHAIRS/SUPPORTS FOR W.W.F.
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SUBGRADE REFER TO SPECIFICATIONS
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1/4"/FOOT MAXIMUM CROSS-SLOPE UNLESS NOTED OTHERWISE
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REFER TO PLANS FOR PAVEMENT TYPE
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1/4" TOOLED RADIUS ALONG ALL LAWN/PLANTING EDGES
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SAW CUT CONTROL JOINTS WHERE SHOWN ON THE PLANS
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REFER TO DETAIL D/C201 FOR EDGE TREATMENT
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DGA
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2 - #5 BARS CONTINUOUS, MIN. 3" COVER
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EXTEND WWF AS SHOWN. MAINTAIN 3" OF CLEARNACE BETWEEN WWF AND REBAR
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THICKEN ASPHALT PAVEMENT - ADD 3" OF ASPHALT BASE MINIMUM 18" WIDE
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TURN DOWN SLAB WHERE ASPHALT MEETS CONCRETE PAVEMENT
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TOOLED CONTROL JOINT W/ 1/4" RADIUS EDGES - DEPTH SHALL BE 1/4 THICKNESS OF SLAB
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REFER TO PLANS FOR PAVEMENT FINISH
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SAWED CONTROL - DEPTH SHALL BE 1/4 THICKNESS OF SLAB
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SCORE WALKS/PAVEMENT AS DESIGNATED ON PLANS
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1/4" RADIUS EDGES
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PERPENDICULAR SURFACE WHERE APPLICABLE
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SEALANT DEPTH TO BE 1/2 THE WIDTH OF JOINT
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EXPANSION JOINT CAP
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EXPANSION JOINT MATERIAL MUST BE CONTINUOUS THROUGH PAVEMENTS AND CURBS
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PARKING BUMPER - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION
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ANCHOR WITH 2 ANCHOR PINS PER MANUFACTURER'S RECOMMENDATIONS
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FACE OF CURB/WALK
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VAN ACCESSIBLE
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RESERVED PARKING
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ATTACH SIGN TO BUILDING FACE PER MANUFACTURER'S RECOMMENDATION
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5'-0" TO FINISHED GRADE
AutoCAD SHX Text "RESERVED PARKING" SIGN .125 ALUMINUM PAINT BACKGROUND WHITE AND STRIPE AROUND SIGN EDGE GREEN WITH POLYURETHANE PAINT COPY TO BE 1.25" LETTER HEIGHT, BLACK HIGH PERFORMANCE VINYL
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INTERNATIONAL ACCESSIBLE SYMBOL TO BE BLUE
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"VAN ACCESSIBLE" SIGN 10" WIDE BY 5" HIGH WHERE APPLICABLE - REFER TO PLANS
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METAL PANEL WALL BEYOND
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3:1 MAX
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COUPLING TO JOIN DRAINAGE PIPE AND MITERED DRAIN COVER
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REFER TO PLANS FOR CONTINUATION OF DRAIN LINE
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FLOW
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AutoCAD SHX Text 2"x2"x48" WOOD FENCE POST - SPACE POSTS 5 FEET O.C. WHERE RAPID RUN OFF IS EXPECTED, SPACE POSTS EVERY 3 FEET.
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12" DGA
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SUBGRADE
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4 OZ. NON-WOVEN FILTER FABRIC
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REFER TO PLANS FOR LOCATIONS OF SUBDRAINAGE PIPES
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TAPERED 30'-0" ALUM. FLAGPOLE
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ALUMINUM FLASH COLLAR FILL WITH CAULKING COMPOUND
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WOOD WEDGES (4)
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WATERPROOF CEMENT 16 GA GALV CORRUGATED SLEEVE
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TAMPED WITH SCREENED DRY SAND
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3500 PSI CONCRETE BASE
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STEEL CENTERING WEDGES
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RTA DATE
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DECA LOG #
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A&E FILE NO.
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CHECKED BY
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DRAWN BY
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DRAWING INFORMATION
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DRAWING NO.
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PHASE
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FRANKFORT, KENTUCKY
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DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION
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DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES
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FINANCE AND ADMINISTRATION CABINET
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COMMONWEALTH OF KENTUCKY
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ACCOUNT NO.
AutoCAD SHX Text PECK FLANNERY GREAM WARREN INC ARCHITECTS ECK FLANNERY GREAM WARREN INC ARCHITECTS CK FLANNERY GREAM WARREN INC ARCHITECTS K FLANNERY GREAM WARREN INC ARCHITECTS FLANNERY GREAM WARREN INC ARCHITECTS FLANNERY GREAM WARREN INC ARCHITECTS LANNERY GREAM WARREN INC ARCHITECTS ANNERY GREAM WARREN INC ARCHITECTS NNERY GREAM WARREN INC ARCHITECTS NERY GREAM WARREN INC ARCHITECTS ERY GREAM WARREN INC ARCHITECTS RY GREAM WARREN INC ARCHITECTS Y GREAM WARREN INC ARCHITECTS GREAM WARREN INC ARCHITECTS GREAM WARREN INC ARCHITECTS REAM WARREN INC ARCHITECTS EAM WARREN INC ARCHITECTS AM WARREN INC ARCHITECTS M WARREN INC ARCHITECTS WARREN INC ARCHITECTS WARREN INC ARCHITECTS ARREN INC ARCHITECTS RREN INC ARCHITECTS REN INC ARCHITECTS EN INC ARCHITECTS N INC ARCHITECTS INC ARCHITECTS INC ARCHITECTS NC ARCHITECTS C ARCHITECTS ARCHITECTS ARCHITECTS RCHITECTS CHITECTS HITECTS ITECTS TECTS ECTS CTS TS S PO BOX 510 PADUCAH, KY 42002-0510 O BOX 510 PADUCAH, KY 42002-0510 BOX 510 PADUCAH, KY 42002-0510 BOX 510 PADUCAH, KY 42002-0510 OX 510 PADUCAH, KY 42002-0510 X 510 PADUCAH, KY 42002-0510 510 PADUCAH, KY 42002-0510 510 PADUCAH, KY 42002-0510 10 PADUCAH, KY 42002-0510 0 PADUCAH, KY 42002-0510 PADUCAH, KY 42002-0510 PADUCAH, KY 42002-0510 ADUCAH, KY 42002-0510 DUCAH, KY 42002-0510 UCAH, KY 42002-0510 CAH, KY 42002-0510 AH, KY 42002-0510 H, KY 42002-0510 , KY 42002-0510 KY 42002-0510 KY 42002-0510 Y 42002-0510 42002-0510 42002-0510 42002-0510 2002-0510 002-0510 02-0510 2-0510 -0510 0510 510 10 0 PHONE NO 270-443-8471 / FAX NO 270-442-9607HONE NO 270-443-8471 / FAX NO 270-442-9607ONE NO 270-443-8471 / FAX NO 270-442-9607NE NO 270-443-8471 / FAX NO 270-442-9607E NO 270-443-8471 / FAX NO 270-442-9607 NO 270-443-8471 / FAX NO 270-442-9607NO 270-443-8471 / FAX NO 270-442-9607O 270-443-8471 / FAX NO 270-442-9607 270-443-8471 / FAX NO 270-442-9607270-443-8471 / FAX NO 270-442-960770-443-8471 / FAX NO 270-442-96070-443-8471 / FAX NO 270-442-9607-443-8471 / FAX NO 270-442-9607443-8471 / FAX NO 270-442-960743-8471 / FAX NO 270-442-96073-8471 / FAX NO 270-442-9607-8471 / FAX NO 270-442-96078471 / FAX NO 270-442-9607471 / FAX NO 270-442-960771 / FAX NO 270-442-96071 / FAX NO 270-442-9607 / FAX NO 270-442-9607/ FAX NO 270-442-9607 FAX NO 270-442-9607FAX NO 270-442-9607AX NO 270-442-9607X NO 270-442-9607 NO 270-442-9607NO 270-442-9607O 270-442-9607 270-442-9607270-442-960770-442-96070-442-9607-442-9607442-960742-96072-9607-96079607607077
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DATE
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DATE
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AS-BUILT DATE
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SITE DETAILS
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ASPHALT PAVEMENT
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5" CONCRETE WALK
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7" CONCRETE PAVEMENT
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CONTROL JOINT
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FLAGPOLE
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MITERED DRAIN COVER
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SILT FENCE
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PAK
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KRB
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609-C6CN-Z00-1A22
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COMMONWEALTH
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ADDENDUM NO. ONE
78%%d17'00"
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0.356 Acres.
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LEGEND
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EXISTING CHAIN LINK SECURITY FENCE
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CP #1
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SAN MH
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GAS
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GAS
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WELL
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EXISTING WATER WELL STANDPIPE
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2.156 Acres.
AutoCAD SHX Text 93,897 Sq.ft.
AutoCAD SHX Text 78%%d26'00"
AutoCAD SHX Text S06%%d00'48"E
AutoCAD SHX Text S72%%d25'12"W
AutoCAD SHX Text 165.38'
AutoCAD SHX Text N06%%d00'48"W
AutoCAD SHX Text S17%%d34'48"E
AutoCAD SHX Text 100.00'
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60' RIGHT-OF-WAY
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{KYDOT PLANS DATED 1932
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-KYDOH PROJECT #8-
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LA CENTER BP, LLC
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D.B. 102, PG. 541
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PVA #44A-42-02-01
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EAST KENTUCKY DRIVE
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(NO DEED RECOVERED)
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EXISTING
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MAINTENANCE GARAGE
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(APPROX. F.F.E. @ 368.9')
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-CONCRETE FLOOR-
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SALT/STORAGE
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EXISTING
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(APPROX. F.F.E. @ 363.7')
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BULK SALT STRUCTURE
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EXISTING
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(APPROX. F.F.E. @ 366.4')
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BLOCK BUILDING
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EXISTING
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(APPROX. F.F.E. @ 365')
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EXISTING
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EQUIPMENT / STORAGE
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-GRAVEL FLOOR-
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-ASPHALT FLOOR-
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GAS STATION
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STORE &
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-GPS OBSERVED-
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D.B. 114, PG. 040
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ALLEN & PAULA DAMRON
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PVA #44A-42-03
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BLOCK "G"
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(THIS SURVEY)
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SHED
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SHED
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TRACT "C"
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{PLAT BOOK 02, PAGE 253}
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LOT 1 (REVISED)
AutoCAD SHX Text CaCl
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BRINE
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TANK
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TANK
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ASPHALT/MILLINGS
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& GRAVEL
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ASPHALT
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ASPHALT
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ASPHALT
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CONCRETE
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GRAVEL AREA
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PAVEMENT
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PAVEMENT
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ASPHALT
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CONCRETE
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{PLAT BOOK 02, PAGE 253}
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PVA #44A-42-01
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THE COMMONWEALTH OF KENTUCKY
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D.B. 53, PG. 277
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~OAK STREET~
AutoCAD SHX Text [S04-314-B]
AutoCAD SHX Text [S04-314-A]
AutoCAD SHX Text [S04-314-E]
AutoCAD SHX Text [S04-314-C]
AutoCAD SHX Text [S04-314-D]
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{PLAT BOOK "D", PAGE 48}
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{PLAT BOOK 01, PAGE 96}
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GRAVEL AREA
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GRAVEL AREA
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ASPHALT/GRAVEL
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GRASS AREA
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DETENTION BASIN
AutoCAD SHX Text (POOL ELEVATION @ %%p360')
AutoCAD SHX Text I.E.-358.3'
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15" CMP
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AutoCAD SHX Text I.E.-360'
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4" PVC
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24" RCP
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24" CMP
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TURF/GRASS
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AREA
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~HICKORY STREET~
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{P.B. "B", PAGE 2 & 3}
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{P.B. "B", PAGE 2 & 3}
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{P.B. "B", PAGE 2 & 3}
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{P.B. "B", PAGE 2 & 3}
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KY 1774
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KY 1774
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FH
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-BASIS OF BEARING-
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STOCKPILE
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MATERIAL
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GATE
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GATE
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"FOR MUTUAL USE OF LOT 1 (REVISED)
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AND TRACT C"
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{PLAT BOOK 02, PAGE 253}
AutoCAD SHX Text 90%%d
AutoCAD SHX Text 40'
AutoCAD SHX Text 25'
AutoCAD SHX Text 25'
AutoCAD SHX Text 40'
AutoCAD SHX Text 90%%d
AutoCAD SHX Text 90%%d
AutoCAD SHX Text I.E.-363.8'
AutoCAD SHX Text 363.4'
AutoCAD SHX Text I.E.
AutoCAD SHX Text I.E.
AutoCAD SHX Text 363.4'
AutoCAD SHX Text I.E.
AutoCAD SHX Text 363.9'
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text 4.2'
AutoCAD SHX Text 4.1'
AutoCAD SHX Text 13.6'
AutoCAD SHX Text 15'
AutoCAD SHX Text 5.2'
AutoCAD SHX Text 5.5'
AutoCAD SHX Text 1.2'
AutoCAD SHX Text 17'
AutoCAD SHX Text 12.9'
AutoCAD SHX Text 12.52'
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(DEED PLOT)
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(DEED PLOT)
AutoCAD SHX Text DEMOLITION NOTES A EXISTING MAINTENANCE GARAGE - BUILDING TO EXISTING MAINTENANCE GARAGE - BUILDING TO REMAIN. WORK SCOPE TO INCLUDE NEW ROOFING, PAINTING, TOILET RENOVATION AND DOOR REPLACEMENTS. B EXISTING EQUIPMENT STORAGE SHED - DEMOLISH EXISTING EQUIPMENT STORAGE SHED - DEMOLISH AND REMOVE EXISTING STRUCTURE AND RELATED SITE IMPROVEMENTS. LOCATE, IDENTIFY, DISCONNECT UTILITIES SERVING STRUCTURE. C1 EXISTING BULK SALT STRUCTURE - KYTC TO EXISTING BULK SALT STRUCTURE - KYTC TO DEMOLISH AND REMOVE EXISTING STRUCTURE AND RELATED SITE IMPROVEMENTS, INCLUDING SOIL REMEDIATION BY LINEBACH FUNKHOUSER, INC. (LFI). C2 APPROXIMATE LOCATION OF SOIL REMEDIATION TO APPROXIMATE LOCATION OF SOIL REMEDIATION TO BE CONFIRMED BY KYTC AND LHI. CONTRACTOR TO PROVIDE CONSTRUCTION ALLOWANCE FOR 400 CUBIC YARDS OF ENGINEERED FILL IN LOCATION OF SOIL REMEDIATION. PRICING TO INCLUDE MATERIAL, LABOR AND EQUIPMENT FOR COMPACTION AT 95%. TESTING TO BE PROVIDED BY OWNER PER SPECIAL INSPECTIONS CONTRACT. CONTRACTOR TO FURNISH UNIT PRICING PER YARD FOR CONTRACT ADJUSTMENT BASED ON ACTUAL QUANTITIES. D EXISTING SALT STORAGE - KYTC TO DEMOLISH AND EXISTING SALT STORAGE - KYTC TO DEMOLISH AND REMOVE EXISTING STRUCTURE AND RELATED SITE IMPROVEMENTS. E CaCl/BRINE TANK STORAGE - KYTC TO DEMOLISH CaCl/BRINE TANK STORAGE - KYTC TO DEMOLISH AND REMOVE EXISTING STRUCTURES AND RELATED SITE IMPROVEMENTS. F UTILITY SHEDS - TO BE RELOCATED BY KYTC. UTILITY SHEDS - TO BE RELOCATED BY KYTC. G EXISTING FENCING - DEMOLISH AND REMOVE FENCING EXISTING FENCING - DEMOLISH AND REMOVE FENCING AND POSTS AS REQUIRED FOR INSTALLATION OF NEW FENCING BY KYTC. H EXISTING COMMERCIAL BUILDING - DEMOLISH AND EXISTING COMMERCIAL BUILDING - DEMOLISH AND REMOVE EXISTING STRUCTURE AND RELATED SITE IMPROVEMENTS. LOCATE, IDENTIFY, DISCONNECT AND SEAL OR CAP OFF UTILITIES SERVING STRUCTURE.
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RTA DATE
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DECA LOG #
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A&E FILE NO.
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CHECKED BY
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DRAWN BY
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DRAWING DATE
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DRAWING INFORMATION
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DRAWING NO.
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PHASE
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FRANKFORT, KENTUCKY
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DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION
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DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES
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FINANCE AND ADMINISTRATION CABINET
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COMMONWEALTH OF KENTUCKY
AutoCAD SHX Text C0.1
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SITE LAYOUT - DEMOLITION
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ACCOUNT NO.
AutoCAD SHX Text PECK FLANNERY GREAM WARREN INC ARCHITECTS ECK FLANNERY GREAM WARREN INC ARCHITECTS CK FLANNERY GREAM WARREN INC ARCHITECTS K FLANNERY GREAM WARREN INC ARCHITECTS FLANNERY GREAM WARREN INC ARCHITECTS FLANNERY GREAM WARREN INC ARCHITECTS LANNERY GREAM WARREN INC ARCHITECTS ANNERY GREAM WARREN INC ARCHITECTS NNERY GREAM WARREN INC ARCHITECTS NERY GREAM WARREN INC ARCHITECTS ERY GREAM WARREN INC ARCHITECTS RY GREAM WARREN INC ARCHITECTS Y GREAM WARREN INC ARCHITECTS GREAM WARREN INC ARCHITECTS GREAM WARREN INC ARCHITECTS REAM WARREN INC ARCHITECTS EAM WARREN INC ARCHITECTS AM WARREN INC ARCHITECTS M WARREN INC ARCHITECTS WARREN INC ARCHITECTS WARREN INC ARCHITECTS ARREN INC ARCHITECTS RREN INC ARCHITECTS REN INC ARCHITECTS EN INC ARCHITECTS N INC ARCHITECTS INC ARCHITECTS INC ARCHITECTS NC ARCHITECTS C ARCHITECTS ARCHITECTS ARCHITECTS RCHITECTS CHITECTS HITECTS ITECTS TECTS ECTS CTS TS S PO BOX 510 PADUCAH, KY 42002-0510 O BOX 510 PADUCAH, KY 42002-0510 BOX 510 PADUCAH, KY 42002-0510 BOX 510 PADUCAH, KY 42002-0510 OX 510 PADUCAH, KY 42002-0510 X 510 PADUCAH, KY 42002-0510 510 PADUCAH, KY 42002-0510 510 PADUCAH, KY 42002-0510 10 PADUCAH, KY 42002-0510 0 PADUCAH, KY 42002-0510 PADUCAH, KY 42002-0510 PADUCAH, KY 42002-0510 ADUCAH, KY 42002-0510 DUCAH, KY 42002-0510 UCAH, KY 42002-0510 CAH, KY 42002-0510 AH, KY 42002-0510 H, KY 42002-0510 , KY 42002-0510 KY 42002-0510 KY 42002-0510 Y 42002-0510 42002-0510 42002-0510 42002-0510 2002-0510 002-0510 02-0510 2-0510 -0510 0510 510 10 0 PHONE NO 270-443-8471 / FAX NO 270-442-9607HONE NO 270-443-8471 / FAX NO 270-442-9607ONE NO 270-443-8471 / FAX NO 270-442-9607NE NO 270-443-8471 / FAX NO 270-442-9607E NO 270-443-8471 / FAX NO 270-442-9607 NO 270-443-8471 / FAX NO 270-442-9607NO 270-443-8471 / FAX NO 270-442-9607O 270-443-8471 / FAX NO 270-442-9607 270-443-8471 / FAX NO 270-442-9607270-443-8471 / FAX NO 270-442-960770-443-8471 / FAX NO 270-442-96070-443-8471 / FAX NO 270-442-9607-443-8471 / FAX NO 270-442-9607443-8471 / FAX NO 270-442-960743-8471 / FAX NO 270-442-96073-8471 / FAX NO 270-442-9607-8471 / FAX NO 270-442-96078471 / FAX NO 270-442-9607471 / FAX NO 270-442-960771 / FAX NO 270-442-96071 / FAX NO 270-442-9607 / FAX NO 270-442-9607/ FAX NO 270-442-9607 FAX NO 270-442-9607FAX NO 270-442-9607AX NO 270-442-9607X NO 270-442-9607 NO 270-442-9607NO 270-442-9607O 270-442-9607 270-442-9607270-442-960770-442-96070-442-9607-442-9607442-960742-96072-9607-96079607607077
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NEW MAINTENANCE FACILITY KYTC - BALLARD COUNTY
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DATE
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DESCRIPTION OF REVISIONS
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REVISION HISTORY OF THIS DRAWING
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DESCRIPTION OF REVISIONS
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DATE
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AS-BUILT DATE
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SITE PLAN - DEMOLITION
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SCALE: 1" = 30'-0"
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PAK
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KRB
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609-C6CN-Z00-1A22
AutoCAD SHX Text 04/26/2024
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RTA
AutoCAD SHX Text 04/26/2024
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AutoCAD SHX Text K
AutoCAD SHX Text E
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COMMONWEALTH
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AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text T
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OF
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AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A.
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AutoCAD SHX Text E
AutoCAD SHX Text G
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NO.
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AutoCAD SHX Text Y
AutoCAD SHX Text C
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AutoCAD SHX Text G
AutoCAD SHX Text D
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AutoCAD SHX Text 04/26/2024
AutoCAD SHX Text 06/25/2024
78%%d17'00"
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0.356 Acres.
AutoCAD SHX Text 15,514 Sq.ft.
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CP #105
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ASPHALT/MILLINGS
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TBM "B"
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TEMPORARY BENCHMARK
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EXISTING CONTOUR
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LEGEND
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EXISTING UTILITY POLE
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EXISTING OVERHEAD UTILITIES LINE
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CONTROL POINTS (SEE TABLE)
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EXISTING CHAIN LINK SECURITY FENCE
AutoCAD SHX Text 700.0'
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EXISTING SPOT ELEVATION
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CP #1
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EXISTING WATER VALVE
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SAN MH
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EXISTING SEWER MANHOLE
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EXISTING FIRE HYDRANT
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AutoCAD SHX Text W M
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EXISTING WATER METER
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EXISTING NATURAL GAS METER
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BOUNDARY (DEED CALLS & DISTANCES)
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EXISTING POLE ANCHOR
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EXISTING WATER LINE
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BROKEN LINES (NOT TO SCALE)
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EXISTING 8" SANITARY SEWER
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EXISTING SEWER CLEAN OUT
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EXISTING STONE RIP-RAP
AutoCAD SHX Text F P
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EXISTING FLAG POLE
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EXISTING LIGHT POLE
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GAS
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EXISTING NATURAL GAS LINE
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GAS
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EXISTING GAS METER
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WELL
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EXISTING WATER WELL STANDPIPE
AutoCAD SHX Text G
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2.156 Acres.
AutoCAD SHX Text 93,897 Sq.ft.
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EXISTING
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MAINTENANCE GARAGE
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(APPROX. F.F.E. @ 368.9')
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-CONCRETE FLOOR-
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SALT/STORAGE
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EXISTING
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(APPROX. F.F.E. @ 363.7')
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BULK SALT STRUCTURE
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EXISTING
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(APPROX. F.F.E. @ 366.4')
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BLOCK BUILDING
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EXISTING
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(APPROX. F.F.E. @ 365')
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EXISTING
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EQUIPMENT / STORAGE
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-GRAVEL FLOOR-
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-ASPHALT FLOOR-
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GAS STATION
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STORE &
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-GPS OBSERVED-
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CP #101
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CP #100
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CP #102
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BLOCK "G"
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(THIS SURVEY)
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SHED
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SHED
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TRACT "C"
AutoCAD SHX Text CaCl
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BRINE
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TANK
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TANK
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ASPHALT/MILLINGS
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& GRAVEL
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ASPHALT
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ASPHALT
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ASPHALT
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CONCRETE
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GRAVEL AREA
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PAVEMENT
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PAVEMENT
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ASPHALT
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CONCRETE
AutoCAD SHX Text [S04-314-B]
AutoCAD SHX Text [S04-314-A]
AutoCAD SHX Text [S04-314-E]
AutoCAD SHX Text [S04-314-C]
AutoCAD SHX Text [S04-314-D]
AutoCAD SHX Text [S04-314-F]
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GRAVEL AREA
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GRAVEL AREA
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ASPHALT/GRAVEL
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GRASS AREA
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DETENTION BASIN
AutoCAD SHX Text (POOL ELEVATION @ %%p360')
AutoCAD SHX Text I.E.-358.3'
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15" CMP
AutoCAD SHX Text I.E.-358.7'
AutoCAD SHX Text I.E.-360'
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4" PVC
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24" RCP
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24" CMP
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TURF/GRASS
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AREA
AutoCAD SHX Text 60' R/W
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{P.B. "B", PAGE 2 & 3}
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FH
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STOCKPILE
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MATERIAL
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GATE
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GATE
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TBM "A"
AutoCAD SHX Text 90%%d
AutoCAD SHX Text 40'
AutoCAD SHX Text 25'
AutoCAD SHX Text 25'
AutoCAD SHX Text 40'
AutoCAD SHX Text I.E.-363.8'
AutoCAD SHX Text 363.4'
AutoCAD SHX Text I.E.
AutoCAD SHX Text I.E.
AutoCAD SHX Text 363.4'
AutoCAD SHX Text I.E.
AutoCAD SHX Text 363.9'
AutoCAD SHX Text A
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AutoCAD SHX Text 4.2'
AutoCAD SHX Text 4.1'
AutoCAD SHX Text 13.6'
AutoCAD SHX Text 5.2'
AutoCAD SHX Text 5.5'
AutoCAD SHX Text 1.2'
AutoCAD SHX Text 17'
AutoCAD SHX Text 12.9'
AutoCAD SHX Text 12.52'
AutoCAD SHX Text A
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AutoCAD SHX Text PROPOSED MAINTENANCE BUILDING (80'x60')
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PROPOSED STAFF & VISITOR PARKING
AutoCAD SHX Text PROPOSED 20' W x 7' H. SLIDING CANTILEVER CHAIN-LINK FENCING GATE BY OWNER (KYTC)
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PROPOSED 7' H. CHAIN-LINK FENCING BY OWNER (KYTC)
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PROPOSED 7' H. CHAIN-LINK FENCING BY OWNER (KYTC)
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PROPOSED 7' H. CHAIN-LINK FENCING BY OWNER (KYTC)
AutoCAD SHX Text GENERAL IMPROVEMENT NOTES: 1. ALL EXISTING SITE FEATURES ARE SHOWN AS ACCURATELY AS POSSIBLE ALL EXISTING SITE FEATURES ARE SHOWN AS ACCURATELY AS POSSIBLE AND BELIEVED TO BE CORRECT. SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY AND NECESSARY ADJUSTMENTS WILL BE MADE IN THE FIELD, PRIOR TO CONSTRUCTION. 2. UNDERGROUND UTILITIES - THE AVAILABLE INFORMATION CONCERNING UNDERGROUND UTILITIES - THE AVAILABLE INFORMATION CONCERNING THEIR LOCATION HAS BEEN SHOWN ON THE DRAWINGS. WHILE IT IS BELIEVED THAT THE LOCATIONS SHOWN ARE REASONABLY CORRECT, NEITHER THE ARCHITECT NOR THE OWNER CAN GUARANTEE THE ACCURACY OF THIS INFORMATION. 3. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED NOTICES TO AGENCIES CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED NOTICES TO AGENCIES HAVING JURISDICTION PRIOR TO START OF WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SECURITY. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SECURITY. 5. REFER TO ARCHITECTURAL/UTILITY SHEETS FOR ALL WORK RELATED TO REFER TO ARCHITECTURAL/UTILITY SHEETS FOR ALL WORK RELATED TO BUILDING AND UTILITY IMPROVEMENTS. 6. REFER TO ELECTRICAL SITE PLANS FOR ADDITIONAL INFORMATION REFER TO ELECTRICAL SITE PLANS FOR ADDITIONAL INFORMATION REGARDING SITE LIGHTING. 7. PROVIDE EXPANSION JOINTS BETWEEN ALL SITE CONCRETE PROVIDE EXPANSION JOINTS BETWEEN ALL SITE CONCRETE WALKS/PAVEMENTS AND EXISTING/PROPOSED BUILDING STRUCTURES AND WALLS, PER SHEET NOTE #6. 8. PLACE CONTROL JOINTS AND EXPANSION JOINTS AS SHOWN ON THE PLANS PLACE CONTROL JOINTS AND EXPANSION JOINTS AS SHOWN ON THE PLANS AND PER THE DETAILS. 9. COORDINATES ARE PROVIDED ON SELECTED BUILDING CORNERS FOR COORDINATES ARE PROVIDED ON SELECTED BUILDING CORNERS FOR INFORMATIONAL PURPOSES. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT AND PRECISE BUILDING DIMENSIONS.
AutoCAD SHX Text SITE PLAN LAYOUT NOTES 1 ASPHALT PAVEMENT PER DETAIL 1/C2.1 BY OWNER (KYTC). ASPHALT PAVEMENT PER DETAIL 1/C2.1 BY OWNER (KYTC). 2 5" CONCRETE WALK PER DETAIL 2/C2.1- MEDIUM BROOM FINISH. (REFER TO 5" CONCRETE WALK PER DETAIL 2/C2.1- MEDIUM BROOM FINISH. (REFER TO CORRESPONDING ADJACENT DIMENSION FOR THE LENGTH OF PAVEMENT TYPE) 3 7" CONCRETE PAVEMENT PER DETAIL 3/C2.1 - HEAVY BROOM FINISH. (REFER TO 7" CONCRETE PAVEMENT PER DETAIL 3/C2.1 - HEAVY BROOM FINISH. (REFER TO CORRESPONDING ADJACENT DIMENSION FOR THE LENGTH OF PAVEMENT TYPE). PROVIDE TURN DOWN PER 4/C2.1. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION WHERE PAVEMENT INTERSECTS BUILDING. 4 CONTROL JOINT PER DETAIL 5/C2.1. CONTROL JOINT PER DETAIL 5/C2.1. 5 SAWED CONTROL JOINT PER DETAIL 6/C2.1. SAWED CONTROL JOINT PER DETAIL 6/C2.1. 6 EXPANSION JOINT PER DETAIL 7/C2.1 - ALSO NOTED 'EJ'. EXPANSION JOINT PER DETAIL 7/C2.1 - ALSO NOTED 'EJ'. 7 PARKING BUMPER PER DETAIL 8/C2.1. PARKING BUMPER PER DETAIL 8/C2.1. 8 PAINTED STEEL PIPE BOLLARD. REFER TO STRUCTURAL AND ARCHITECTURAL PAINTED STEEL PIPE BOLLARD. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS. 9 FLAGPOLE PER DETAIL 10/C2.1. FLAGPOLE PER DETAIL 10/C2.1. 10 CONCRETE SPLASH BLOCK TO BE PLACED UNDER ALL DOWNSPOUTS - REFER TO CONCRETE SPLASH BLOCK TO BE PLACED UNDER ALL DOWNSPOUTS - REFER TO ARCHITECTURAL PLAN FOR EXACT QUANTITY. 11 VAN ACCESSIBLE PARKING SIGN PER DETAIL 9/C2.1. VAN ACCESSIBLE PARKING SIGN PER DETAIL 9/C2.1. 12 ACCESSIBLE PARKING SIGN PER DETAIL 9/C2.1. ACCESSIBLE PARKING SIGN PER DETAIL 9/C2.1. 13 4" BLUE PARKING LOT STRIPING PER ADA STANDARDS - REFER TO SPECIFICATIONS 4" BLUE PARKING LOT STRIPING PER ADA STANDARDS - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 14 CONCRETE COLLAR PER DETAIL C/C1.2. CONCRETE COLLAR PER DETAIL C/C1.2. 15 SAWCUT AND REMOVE 1'-0" OF EXISTING ASPHALT - SAWCUT CLEAN EDGE FOR NEW SAWCUT AND REMOVE 1'-0" OF EXISTING ASPHALT - SAWCUT CLEAN EDGE FOR NEW PAVEMENT TO ADJOIN TO. 16 STORM STRUCTURE - REFER TO SHEET C101 FOR ADDITIONAL INFORMATION. STORM STRUCTURE - REFER TO SHEET C101 FOR ADDITIONAL INFORMATION. 17 UTILITIES - REFER TO SITE UTILITY SHEETS FOR ADDITIONAL INFORMATION. UTILITIES - REFER TO SITE UTILITY SHEETS FOR ADDITIONAL INFORMATION. 18 ALTERNATE #1 SALT SHED AND CONCRETE PAD. REFER TO A800 SERIES SHEETS. ALTERNATE #1 SALT SHED AND CONCRETE PAD. REFER TO A800 SERIES SHEETS. 19 DGA GRAVEL PAVEMENT PER DETAIL N/C401. DGA GRAVEL PAVEMENT PER DETAIL N/C401. 20 DGA GRAVEL PAVEMENT BY KYTC. N.I.C. (ASSUME 12" THICK) DGA GRAVEL PAVEMENT BY KYTC. N.I.C. (ASSUME 12" THICK) 21 LOADING RAMP BY KYTC. N.I.C. LOADING RAMP BY KYTC. N.I.C. 22 CONCRETE PAD FOR BRINE TANKS BY KYTC. N.I.C.CONCRETE PAD FOR BRINE TANKS BY KYTC. N.I.C.
AutoCAD SHX Text LAYOUT NOTE: THE CONTRACTOR SHALL HAVE ALL LAYOUT WORK PERFORMED BY A REGISTERED CIVIL ENGINEER OR REGISTERED LAND SURVEYOR. SHOULD THERE BE ANY INCONSISTENCIES OBSERVED DURING THE LAYOUT AND STAKING OF PROPOSED IMPROVEMENTS, ADVISE ARCHITECT IMMEDIATELY PRIOR TO PROCEEDING. ALL ANGLES 90° UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
AutoCAD SHX Text PROPOSED 20' W x 7' H. SLIDING CANTILEVER CHAIN-LINK FENCING GATE BY OWNER (KYTC)
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PROPOSED 30' H. ALUMINUM FLAGPOLE BY CONTRACTOR
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NO PARKING ANYTIME
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CONTRACTOR AREA FOR STAGING AND PARKING
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PROPOSED BRINE TANKS
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PROPOSED 7' H. CHAIN-LINK FENCING BY OWNER (KYTC)
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PROPOSED 7' H. CHAIN-LINK FENCING BY OWNER (KYTC)
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PROPOSED 7' H. CHAIN-LINK FENCING BY OWNER (KYTC)
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PROPOSED 7' H. CHAIN-LINK FENCING BY OWNER (KYTC)
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RTA DATE
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DECA LOG #
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A&E FILE NO.
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CHECKED BY
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DRAWN BY
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DRAWING DATE
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DRAWING INFORMATION
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DRAWING NO.
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PHASE
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FRANKFORT, KENTUCKY
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DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION
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DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES
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FINANCE AND ADMINISTRATION CABINET
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COMMONWEALTH OF KENTUCKY
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MASTER SITE PLAN
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ACCOUNT NO.
AutoCAD SHX Text PECK FLANNERY GREAM WARREN INC ARCHITECTS ECK FLANNERY GREAM WARREN INC ARCHITECTS CK FLANNERY GREAM WARREN INC ARCHITECTS K FLANNERY GREAM WARREN INC ARCHITECTS FLANNERY GREAM WARREN INC ARCHITECTS FLANNERY GREAM WARREN INC ARCHITECTS LANNERY GREAM WARREN INC ARCHITECTS ANNERY GREAM WARREN INC ARCHITECTS NNERY GREAM WARREN INC ARCHITECTS NERY GREAM WARREN INC ARCHITECTS ERY GREAM WARREN INC ARCHITECTS RY GREAM WARREN INC ARCHITECTS Y GREAM WARREN INC ARCHITECTS GREAM WARREN INC ARCHITECTS GREAM WARREN INC ARCHITECTS REAM WARREN INC ARCHITECTS EAM WARREN INC ARCHITECTS AM WARREN INC ARCHITECTS M WARREN INC ARCHITECTS WARREN INC ARCHITECTS WARREN INC ARCHITECTS ARREN INC ARCHITECTS RREN INC ARCHITECTS REN INC ARCHITECTS EN INC ARCHITECTS N INC ARCHITECTS INC ARCHITECTS INC ARCHITECTS NC ARCHITECTS C ARCHITECTS ARCHITECTS ARCHITECTS RCHITECTS CHITECTS HITECTS ITECTS TECTS ECTS CTS TS S PO BOX 510 PADUCAH, KY 42002-0510 O BOX 510 PADUCAH, KY 42002-0510 BOX 510 PADUCAH, KY 42002-0510 BOX 510 PADUCAH, KY 42002-0510 OX 510 PADUCAH, KY 42002-0510 X 510 PADUCAH, KY 42002-0510 510 PADUCAH, KY 42002-0510 510 PADUCAH, KY 42002-0510 10 PADUCAH, KY 42002-0510 0 PADUCAH, KY 42002-0510 PADUCAH, KY 42002-0510 PADUCAH, KY 42002-0510 ADUCAH, KY 42002-0510 DUCAH, KY 42002-0510 UCAH, KY 42002-0510 CAH, KY 42002-0510 AH, KY 42002-0510 H, KY 42002-0510 , KY 42002-0510 KY 42002-0510 KY 42002-0510 Y 42002-0510 42002-0510 42002-0510 42002-0510 2002-0510 002-0510 02-0510 2-0510 -0510 0510 510 10 0 PHONE NO 270-443-8471 / FAX NO 270-442-9607HONE NO 270-443-8471 / FAX NO 270-442-9607ONE NO 270-443-8471 / FAX NO 270-442-9607NE NO 270-443-8471 / FAX NO 270-442-9607E NO 270-443-8471 / FAX NO 270-442-9607 NO 270-443-8471 / FAX NO 270-442-9607NO 270-443-8471 / FAX NO 270-442-9607O 270-443-8471 / FAX NO 270-442-9607 270-443-8471 / FAX NO 270-442-9607270-443-8471 / FAX NO 270-442-960770-443-8471 / FAX NO 270-442-96070-443-8471 / FAX NO 270-442-9607-443-8471 / FAX NO 270-442-9607443-8471 / FAX NO 270-442-960743-8471 / FAX NO 270-442-96073-8471 / FAX NO 270-442-9607-8471 / FAX NO 270-442-96078471 / FAX NO 270-442-9607471 / FAX NO 270-442-960771 / FAX NO 270-442-96071 / FAX NO 270-442-9607 / FAX NO 270-442-9607/ FAX NO 270-442-9607 FAX NO 270-442-9607FAX NO 270-442-9607AX NO 270-442-9607X NO 270-442-9607 NO 270-442-9607NO 270-442-9607O 270-442-9607 270-442-9607270-442-960770-442-96070-442-9607-442-9607442-960742-96072-9607-96079607607077
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NEW MAINTENANCE FACILITY KYTC - BALLARD COUNTY
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DATE
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DESCRIPTION OF REVISIONS
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REVISION HISTORY OF THIS DRAWING
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DESCRIPTION OF REVISIONS
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DATE
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AS-BUILT DATE
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MASTER SITE PLAN
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SCALE: 1" = 30'-0"
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PAK
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KRB
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609-C6CN-Z00-1A22
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COMMONWEALTH
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NO.
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AutoCAD SHX Text 04/26/2024
AutoCAD SHX Text 06/25/2024
| Addendum One |
| Revised Unit Price Page |
| C6CN_rebid_009001- Addendum No 1 (1) |
| C6CN_SITE VIST MEETING ROSTER SHEET |
| C6CN_C2.1 SITE DETAILS (1) |
| Sheets and Views |
| C2.1 SITE DETAILS |
| C6CN_C0.1 SITE DEMO |
| Sheets and Views |
| C0.1 SITE DEMO |
| C6CN_C1.1 MASTER SITE PLAN |
| Sheets and Views |
| C1.1 MASTER SITE PLAN |
File details come from the government source that posted it. Updated .