Addendum Five.pdf
PDF 676 KB Posted
- Solicitation number
- RFB 785 2400000755 6
- Issued by
- Anderson County, Kentucky
About this file
This is Addendum Five to Request for Bid No. RFB-276-24 issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration, on behalf of the Kentucky Transportation Cabinet for a New Maintenance Facility in Ballard County, LaCenter, Kentucky. The addendum, dated July 10, 2024, amends the original specifications and drawings and becomes binding upon the contract to be issued. The primary revision addresses site work scope clarification on Drawing Sheet C1.2, Site Grading Plan, limiting the contractor's site work to the extended perimeter of the proposed 80-foot by 60-foot maintenance building. Site work shall extend 10 feet beyond the face of the building on the west, north, and east sides and 35 feet on the south side to accommodate accessible parking spaces. The contractor is responsible for concrete paving and walks within the noted perimeter, while the Kentucky Transportation Cabinet assumes responsibility for extending site paving to concrete walks and paving beyond the extended perimeter and for site grading and paving beyond the extended perimeter. A reference to an additional addendum to be distributed by Lynn Imaging for all additions, deletions, and changes to specifications and drawings is noted.
The addendum includes the Site Grading Plan drawing (C1.2) at a scale of 1 inch equals 20 feet, which illustrates the project layout including the proposed maintenance building, staff and visitor parking, proposed salt storage structure, brine tanks, existing utilities, site features, control points, and drainage structures. The drawing incorporates detailed site plan layout notes referencing various pavement types, joints, control details, accessible parking signage, and specifications for concrete walks and pavements with specific finishes and expansions joints. The document specifies that the contractor shall have all layout work performed by a registered civil engineer or registered land surveyor and must notify the architect immediately of any inconsistencies observed during layout and staking prior to proceeding with construction.
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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 11, 2024
RFB-785-2400000755
ADDENDUM NO. Five (5)
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-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
Fund No. 609-C6CN Kentucky Transportation Cabinet
PFGW File No. 2107 Ballard County Maintenance Building
Marcum Engineering File No. 21559 LaCenter, Kentucky
ADDENDUM NO. 05 009005 - 1
DATE OF ISSUE: July 10, 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. 05
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.
DRAWINGS
ITEM NO. 1: DRAWING SHEET C1.2 – SITE GRADING PLAN
a. Site work clarification. Contractor’s site work shall be limited to extended perimeter of proposed Maintenance Building. Site work shall extend 10-feet beyond the face of the building on the west, north and east sides and 35-feet on the south side. The extended distance on the south side is for the placement of the accessible parking spaces concrete pad.
b. Contractor shall be responsible for concrete paving and walks within noted perimeter. KYTC will be responsible for extending site paving to concrete paving and walks.
c. KYTC shall be responsible for site grading and paving beyond the extended perimeter.
ATTACHMENTS
1. Drawing Sheet C1.2 – Site Grading Plan
END OF ADDENDUM NO. 05
AutoCAD SHX Text 78%%d17'00"
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CP #105
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ASPHALT/MILLINGS
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TEMPORARY BENCHMARK
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EXISTING CONTOUR
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LEGEND
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CONTROL POINTS (SEE TABLE)
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EXISTING CHAIN LINK SECURITY FENCE
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EXISTING SPOT ELEVATION
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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
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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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-GPS OBSERVED-
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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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15" CMP
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4" PVC
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24" RCP
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AREA
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OFFICE
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WOMEN
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CREW RM
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STORAGE
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SHOWER
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MECH. RM
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MAINT. BAY
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CORRIDOR
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CLOS.
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AutoCAD SHX Text PROPOSED MAINTENANCE BUILDING (80'x60')
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PROPOSED STAFF & VISITOR PARKING
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.
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B/APRON ELEV. 367.00'
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NO PARKING ANYTIME
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NEW 4"~ PVC I.E. 360.0'
AutoCAD SHX Text 18" WIDE x 21" DEEP HIGHWAY RATED TRENCH GRATE BY KYTC
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36" X 36" DROP BOX INLET T/ GRATING ELEV. 366.0'
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PROPOSED BRINE TANKS
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LIMIT OF CONTRACTOR SITE GRADING WORK
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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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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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SITE GRADING 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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SITE GRADING PLAN
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SCALE: 1" = 20'-0"
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PAK
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KRB
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609-C6CN-Z00-1A22
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RTA
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| Addendum Five |
| 609-C6CN_rebid_009005- Addendum No 5 |
| AD5_C1.2 SITE GRADING PLAN |
| Sheets and Views |
| C1.2 SITE GRADING PLAN |
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