ADDENDUM - FabcorItem # 9: Specifications: Subject to compliance with the specifications, the following ... basis of design Graber Traditions Series, in lieu of polymer slats. Addendum

ADDENDUM #1

PROJECT: Hopkins County Justice CenterNew FacilityMadisonville, KY 42431

OWNER: Hopkins County Fiscal Court56 North Main StreetMadisonville, KY 42431

ARCHITECT: JKS Architects & Engineers402 Liberty StreetHopkinsville, KY 42240

ISSUE DATE: May 10, 2010

ISSUED BY: JKS ARCHITECTS & ENGINEERS

The following items modify the project documents as indicated:

Item # 1: Specification Section 00100 Invitation to Bid:BID DATE SHALL BE MAY 17, 2010 V- 3:00 PM LOCALTIME in lieu of May 18, 2010 @ 2:00 pm. Location is notchanged.

Item # 2: Specification Section 003000 Bid Form:Specification Section 003100 Summary & Breakout of Bid:Specification Section 012200 Unit Prices:Specification Section 003500 List of Proposed Subcontractors:Specification Section 03550 List of Proposed Materials:

Attached find the Bid Form and related Bid Documents(listed above) for bidder's use. These documents are to beincluded in the project documents.

Item # 3: Specification Section 008000 - Article 9.11.1 - Add:"The date of final completion shall be 30 calendar days afterthe date of substantial completion."

Item # 4: Specification Sections 064023, 081433, 099123 - Add:Wood doors, architectural millwork, architecturalcasework, running trim, etc., which is to receive stainand/or clear finish shall be shop/factory finished.Trim etc., which is to be painted shall be shop/factoryprimed and field finished.

Addendum # 1Hopkins County Justice Center

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Item # 5: Specification Sections 084113 and 084413:All aluminum doors and entrances, storefront and curtainwall shall be selected as a custom color (which may, at theArchitect's option, match the standing seam metal roof panelcolor) in lieu of "manufacturer's full range".

Item # 6: Specification Section 083613:Door finish for sectional doors shall be selected as a customcolor (which may, at the Architect's option, match thestanding seam metal roof panel color) in lieu of"manufacturer's full range".

Item # 7: Specification Section 064023 - Article 1.5A - Add:Participants in AWI's Quality Certification Program areapproved as fabricators for work in this section. Fabricatorsnot participating in AWl's Quality Certification Program mustbe approved by the Architect either by inclusion on theAvailable Fabricators List (Article 2.1A in this section) or byaddendum. Work in this section shall comply with AWlStandards for grades listed.

Item # 8: Specification Section 126100 - Article 2.1Al b:Pew end style P-111 is used to establish the look/style ingeneral. Pew end construction shall be true raised panelconstruction from white maple with stain and conversionvarnish finish to match architectural woodwork.

Item # 9: Specifications:Subject to compliance with the specifications, the followingmanufacturers are approved for use on this project (for thespecification section or product listed in parenthesis):

" Temple-Inland (Sections 061600 & 092900)* Euronique (Section 123200 Plastic Laminate

Casework)* Precision (Section 087100, exit devices only)* HES/Folger Adams (Section 087100, electric

strikes only)" USG (Section 095123 Suspended Acoustical

Ceiling Systems)* United States Aluminum (Sections 084113 &

084413)* Sargent (Section 087100, deadbolts & keying

only)* Canton Elevator (Section 142400)

Addcndum # IHopkins County Justice Center

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Item # 10: Specifications:Subject to compliance with the specifications, the followinginstallers/fabricators are approved for use on this project (forthe section or product listed in parenthesis):

* Bruce's Tri-State Roofing (Sections 075323 &076100)

* Preferred Roofing of Henderson KY (Sections075323 & 076100)

* TBM Inc. (Sections 075323 & 076100)* Koetter Woodworking Inc. (Section 064023

Architectural Woodrowk)* Kleine & Sons, Inc. (Section 083463, 125500 &

087161 detention equipment contractor only)* Modern Detention Equipment (Section 083463

detention access panels only)* Modern Detention Equipment (Section 125500

floor mounted benches only)* Habersharn (Section 125500 counter style

tables/shelves only)* Chief Industries (Section 125500 counter style

tables/shelves only)* Trussbilt (Section 125500 counter style

tables/shelves only)* Jails Correctional Products (Section 083463

detention equipment contractor only)" D-C Elevator Company (Section 142400)* Sweeper Metal Fabricators Corp. (Section

083463)

Item # 11: Specification Section 113100 - Article 2.2:The following residential appliances shall be "Not In Contract(furnished by others)". General Contractor to provideutilities:

* Refrigerator (F-8)* Under Counter Refrigerator (F-51)* Countertop Microwave Oven (F-7)* Electric Range w/Microwave (F-71)Omit the Under Counter Ice Maker. These havebeen omitted from the project.

Item # 12: Specification Section 122113:Horizontal Louver Blinds shall be White Maple wood slats,basis of design Graber Traditions Series, in lieu of polymerslats.

Addendum fl IHopkins County Justice Center

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Stain and finish of wood blinds shall match stain and finish ofarchitectural woodwork. (See Section 064023)

Item # 13: Specification Section 012200:Use attached Specification Section 012200 in lieu of the oneincluded in the specification book.

Item # 14: Specification Section 054250 - Pre-Engineered Cold-FormedTrusses - Section 2.1 .A - Add:

3. Acceptable truss component manufacturer:Ultra-Span by Aegis Metal Framing, LLC14515 North Outer FortySuite 110Chesterfield MO(888) 902-3447www.aecismetalframing.com

Item # 15: Specification Section 102813.63:Security Grab Bar #5 shall be 48" long.

Item # 16: Specification Section 008100 Special Conditions -Article 1.25:KPDES NOI Form Attached

Item # 17: Specification Section 323119 Decorative Metal Fences and Gates:Provide 80 linear feet of decorative metal fence around theexisting gas regulator station. Fence shall match the metalfence portion of the security wall found in Detail 2, Sheet A-4.7 and Detail 3, Sheet A-4.5. Fence shall be 6' high andcontain 2 distinct, 3' personnel gate opening and gate withlocations to be determined. Provide all posts andaccessories as required to complete the work.

Item #18: Specification Section 015000 Temporary Facilities and Controls:Contractor shall furnish and install a 6' high chainlink fencearound the perimeter of the site and shall match the existingchainlink fence along the boundary common with the churchparking lot. Provide gates at entrances and as needed allowaccess to the site during construction and provide securityduring not work time. Contractor shall remove this fence andgates near the end of construction (at a time approved bythe owner and architect) and complete work in the areaswhere the fence was located. The removal includes thefence along the property line common with the churchparking lot. Fence materials and gates become the propertyof the owner and are to be delivered to owner's county roaddepartment facility.

Addendum # IHopkins County Justice Center

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Item # 19: Specification Section 221319:"Sanitary Waste Piping Specialties": Update Manufacturer'sList for sanitary specialties to include, "Wade" as anapproved manufacturer. Final approval will be reserved forshop drawing review.

Item # 20: Specification Section 230593 "TESTING, ADJUSTING ANDBALANCING FOR HVAC":

NEBB-Certified TAB Contractors shall be allowed to provide aproposal for the project provided that the TAB process providedis materially identical in all respects to the specified AABCCertification. This provision shall include but shall not be limitedto:

a. Contractor shall assure that only NEBB-Certifiedtechnicians will be on-site completing TABactivities. No TAB activities shall be completed bynon-certified employees or subcontractors.

b. Contractor shall provide a Project PerformanceGuarantee which indicates that an AABC-CertifiedTAB firm will assist in completing the requirementsof the Contract Documents if the NEBB-Certifiedfirm fails to comply with Contract Documents(230593, 1.6).

Item # 21: Clarification: Specification Section 233113 "METAL DUCTS":It is the intent of the contract to test all installed ductwork asspecified (233113, 1.3). A Duct Pre-Installation Conferenceshall be held on-site as specified to advise all parties as tothe exact scope and procedure for duct testing. NEBB-Certified TAB Contractors shall be allowed to provide aproposal for the project provided that the Duct Testingprocess provided is materially identical in all respects to thespecified AABC Certification.

Item # 22: Specification Section 233713:"Diffusers and Grilles" and DIFFUSER AND GRILLESCHEDULE on Drawing H-5.2: Update Manufacturer's Listfor Diffusers and Grilles to include, "Krueger" as an approvedmanufacturer. Final approval will be reserved for shopdrawing review.


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Item # 23: Specification Section 237438:"Dedicated Ventilation-Air Water Source Heat Pump withEnergy Recovery Ventilator" and DEDICATEDVENTILATION-AIR WATER SOURCE HEAT PUMP WITHENERGY RECOVERY VENTILATOR SCHEDULE onDrawing H-5.1: Update Manufacturer's List for DOASequipment to include, "Innovent" as an approvedmanufacturer. Final approval will be reserved for shopdrawing review.

Item # 24: Specification Section 238146:"Water Source Heat Pumps" and WATER SOURCE HEATPUMP SCHEDULE on Drawing H-5.1: UpdateManufacturer's List for water source heat pump equipment toinclude, "Trane" as an approved manufacturer. Finalapproval will be reserved for shop drawing review.

Item # 25: Specification Section 238155:"Computer-Room Air-Conditioners" and COMPUTER-ROOM AIR CONDITIONER SCHEDULE on Drawing H-5.1:Update Manufacturer's List for computer-room airconditioner equipment to include, "Canatal" as an approvedmanufacturer. Final approval will be reserved for shopdrawing review.

Item # 26: Specification Section 238239:"Infrared Heaters" and "ELECTRIC INFRARED HEATERSCHEDULE on Drawing H-5.1: Update Manufacturer's Listfor Infrared Heaters to include, "Redd-I" as an approvedmanufacturer. Final approval will be reserved for shopdrawing review.

Item # 27: Specification Section 260533:"Raceway and Boxes for Electrical Systems": Contractorshall be allowed to use "C as minimum size (not %"C).

Item # 28: Specification Section 283111:"Fire Alarm System": Update Manufacturer's List for firealarm system to include the following manufacturers. Finalapproval will be reserved for shop drawing review.

a. "Faraday; Siemens Building Technologies, Inc."b. "Federal Signal Corporation"c. "Fire Lite Alarms; a Honeywell Company"d. "Gamewell; a Honeywell Company"

Addendu # IHopkins County Justice Center

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e. "GE Vigilant"f. "Gentex Corporation"

g. "Honeywell Silent Knight Farenhyt"h. "Notifier; a Honeywell Corporation"i. "Siemens Building Technologies, Inc.; Fire Safety

Division"

Item # 29: Clarification - Specification Section 238146:"Water Source Heat Pumps" and WATER SOURCE HEATPUMP SCHEDULE on Drawing H-5.1: Assure water sourceheat pumps tagged HP-E, HP-F, HP-G, HP-H, HP-I and HP-J are provided in a two-stage compressor configuration.

Item # 30: Clarification - Specification Section 238146:"Water Source Heat Pumps" and WATER SOURCE HEATPUMP SCHEDULE on Drawing H-5.1: All water source heatpumps shall be provided with on-board, factory-mountedcontrols. Field-mounted controls shall not be acceptable.

Item # 31: Drawings: Sheet A-6.0:Modify as listed below:

* 11 08A to be 45 minutes rated door & frame* 11 24A to be 45 minutes rated door & frame* 11 25A to be 45 minutes rated door & frame* 11 25A shall be hardness set # 42* Note referencing "Electric operator, interior 3-

position key switch control and remote control @Room # 1006" shall apply only to doors 1127A and1127B

a Schedule for D1 111A shall read:Door FrameType: 20 Type: 2DWidth: 3-0" Head: HJ16Height: 7'-0" Jamb: HJ17Thickness: 2" MTL: DHMMaterial: DHM Finish: PTFinish: PTGlass: G4 Hardware Set: 38

* Schedule for D1 122A & D1125B shall be:Door FrameType: 2D Type: 2DWidth: 3'-0" Depth: 8 5/8"Height: 7-0" Head: HJ16Thickness: 2" Jamb: HJ17

Addcndum # IHopkins County Justice Center

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Material: DHM Material: DHMFinish: PT Finish: PTGlass: G4 (@ D1 122A only)

Fire Rating: 45Hardware Set: 60

Hardware Set 60 to be:3 cell door hinges2 surface mounted detention pulls1 closer1 set silencers1 Southern Steel # 10572 lockset

HM/1 shall change to DHM 1 with G4glass at Room # 1122 only

Item # 32: Drawings: Sheet A-1.6:Door 1122A shall be re-labeled to D1122ADoor 11 09A shall be re-labeled to D1l109ADoor 1109B shall be re-labeled to D11 09BDoor 1125A shall be re-labeled to D1125BDoor D1 11A shall be re-labeled to D111 ADoor D11 A shall be re-labeled to D111 OA

Item # 33: Drawings: Sheet A-1.2:Omit casework tag "CW/1006A" in Room 1006. Thiscasework is omitted.

Item # 34: Drawings: Sheet A-5.9, Stair Details A/A-5.9 and B/A-5.9:Omit the word "color" as it relates to Tempered Safety GlassPanels. All Tempered Safety Glass Panels associated withthis stairway/landing shall be "clear".

Item # 35: Drawings: SD-Sheets and A-Sheets:All exterior stainless steel handrails and guardrails shall be304 stainless steel with brushed finish.

Item #36: Drawing Sheet SD-0.0 - General Notes # 11:Existing drainage inlet grate and frames along East CenterStreet and Franklin Street are to be replaced with grate andframes similar to the Kentucky Department of HighwaysStandard Curb Box Inlet, RDB-320-05. The length of thegrate and frame shall be, at a minimum, the length of theexisting drainage inlet. A total of 6 frame and grates will bereplaced. Contractor shall provide necessary materials andlabor to accommodate existing drainage structures. This


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work shall be performed in conjunction with the replacementof the sidewalks and curb and gutter along the public streets.

Item # 37: Drawing SD-1.0Include the installation of 380 linear feet of 6" diameterschedule 40 PVC pipe at a depth of 4' below the sidewalkelevation along East Center Street and located parallel toEast Center Street and approximately 10' off the back of thesidewalk. Provide caps for 4 locations.

Item # 38: Drawing U-1 .0:Change light fixture tagged FF to Meteor Lighting catalog #SH170C-W (or approved equal).

Item # 39: Drawings FP-1.0, P-1.0 and P-4.1:Domestic water service and metering shall be provided asnoted on attached Sketches XP01, XP02 and XP04.Coordinate installation and meter requirements with CityWater Utility to assure installation is in conformity with CityStandard.

Item # 40: Drawing P-1.1:MECHANICAL CONSTRUCTION NOTES shall be as notedon attached Sketch XPO3.

Item # 41: HVAC NOTES note #27 on Drawing H-1.0:All air-delivery systems shall be balanced to within ± 5% asnoted within Specification Section 230593 "TESTING,ADJUSTING AND BALANCING FOR HVAC". (230593,3.1 5A).

Item #42: Drawing H-1.1.1:Add supply-air diffusers and return-air grille for Area 'A'Detention Zone as noted on attached Sketch XH03.

Item # 43: Drawings H-1.1.2 and H-1.5.1:Modify ductwork and appurtenances for heat pumps taggedHPG-11 and HPD-12 as noted on attached Sketch XH01.

Item # 44: Drawing H-1.5.1:Update return-air duct size for heat pump tagged HPB-14 asnoted on attached Sketch XH04.

Item # 45: Drawing H-1.6.1:


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Add C02 sensor and motorized dampers (typ. 2) for heatpump tagged HPH-50 to facilitate C02 demand controlventilation as noted on attached Sketch XH02.

Item # 46: Reference WATER SOURCE HEAT PUMP SCHEDULE onDrawing H-5.1: Replace schedule in its entirety with schedule asnoted on attached Sketch XH05.

Item # 47: Reference REMARKS AND ACCESSORIES note #6 within theDEDICATED VENTILATION-AIR WATER SOURCE HEAT PUMPSCHEDULE on Drawing H-5.1: Hot-Gas Bypass capacity controlshall be allowed on all refrigerant circuits in lieu of digital unloadingcompressors.

Item # 48: Clarification- A pre-installation conference shall be held tocoordinate all Power, IT, Security and A/V electrical rough-ins andfinal placement of floor boxes prior to slab pour. AOC ProjectManager, Architect, Engineer and all applicable contractors shall bepresent.

Item # 49: Drawings E-1.0, E-1.1.2, E-1.2.2, E-1.3.2, E-1.4.2, E-4.1 & E-4.3:Cable Tray and D-Ring cable system is referencedthroughout contract documents. The contractor is to furnishand install cable tray in the MDF (around the entire room)and IDF (above racks) and down main corridors. D-Ringsystem shall be installed in interior spaces off of the cabletray areas. The cable tray shall be installed above ceilingson plan North and plan East sides of corridors. Corridorstacking order shall be Electrical (Power, Special Systems,Lighting and Security) on bottom (just above ceiling), HVACDistribution above Electrical, Domestic Water Distributionand Fire Suppression on top.

Item # 50: Drawings E-1.0, E-1.1.3, E-1.2.3, E-1.3.3 and E-1.4.3:All light fixture switching devices located in public accesscorridors shall be keyed-type.

Item # 51: Drawing E-1.1.1 and E-1.1.2:Contractor shall furnish a floor box quad receptacle and floorbox voice/data outlet, conduit and wire in DIST. CT.LITIGATION AREA 1057. Floor box shall be locatedcentered between jury railing and judge's bench and fedfrom nearby floor box fed from C1 B-9.

Item # 52: Drawings E-1.1.2, E-1.2.2, E-1.3.2, E-1.4.2, E-4.1 and E4.4:Poke-thru type floor boxes shall not be permitted on slabsabove grade.

Addendum 4 1

Hopkins County Justice Center

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Item # 53: Drawing E-1.2.1 and E-1.2.2:Contractor shall furnish a floor box quad receptacle and floorbox voice/data outlet, conduit and wire in DIST. CT. 2LITIGATION AREA 1099. Floor box shall be locatedcentered between jury railing and judge's bench and fedfrom nearby floor box fed from C1 C-1 4.

Item # 54: Drawing E-1.3.1 and E-1.3.2:Contractor shall furnish a floor box quad receptacle and floorbox voice/data outlet, conduit and wire in CIRCUIT COURT1 LITIGATION AREA 2059.Floor box shall be located centered between jury railing andjudge's bench and fed from C28-32. Contractor shall tagpanel C2B circuit 32 as "RM 2059 FLOOR BOX REC".

Item # 55: Drawing E-1.4.1 and E-1.4.2:Contractor shall furnish a floor box quad receptacle and floorbox voice/data outlet, conduit and wire in CIRCUIT COURT2 LITIGATION AREA 2102. Floor box shall be locatedcentered between jury railing and judge's bench and fedfrom nearby floor box fed from C2C-9.

Item # 56: Drawings E-1.5.1 and E-1.6.1:Contractor to coordinate routing of conduit and wire on top offloor slab and drilling thru slab to fixtures located belowINTERMEDIATE PLATFORM and UPPER PLATFORM.Contractor to avoid routing conduit and wire where HVACequipment and equipment clearances exist.

Item # 57: Clarification - Drawings E-1.0 and E-4.4:Tamperproof Smoke Detectors located in secure areacorridors and cells shall be penal grade as defined in"SECURE AREA ELECTRICAL CEILING DEVICECONTROL DETAIL".

Item # 58: Clarification- Reference Drawing E-4.4:Details "SECURE AREA ELECTRICAL WALL DEVICEDETAIL" and "SECURE AREA ELECTRICAL CEILINGDEVICE CONTROL DETAIL" shall pertain to HOLDING1070, HOLDING 1084, INT. 1085, INT. 1069, INMATECORRIDOR 1071, T. 1112, ISO. 1119, ISO. 1121, INT.1108, INT. 1109, HOLDING 1110, HOLDING 1123, INT.1124, INT. 1125, INMATE CORRIDOR 1111, INMATECORRIDOR 1122, INT. 2070, HOLDING 2071, INMATE

Addendm # 1Hopkins County Justice Center

Page 11

CORRIDOR 2072, INT. 2073, INT. 2085, HOLDING 2087,INT. 2088, HOLDING 2112, HOLDING 2114, INMATECORRIDOR 2115 and INT. 2145.

Item # 59: Drawing E-5.1:Contractor shall revise all water source heat pump MOCP'sfor units tagged HP-D to 20A as noted on attached SketchXH05. Contractor shall revise wiring for these units to#12AWG wire.

Item # 60: Drawing E-5.1:Contractor shall revise all water source heat pump MOCP'sfor units tagged HP-F to 30A as noted on attached SketchXH05. Contractor shall revise wiring for these units to #10AWG wire.

Item # 61: Drawing E-5.2:Contractor shall change light fixture tagged 8 to McFaddenLighting catalog # Drum 2 Tier MP0902-03-3624-CFQ-001(10) CFT13W/2GX7 UNV 2 UP+6+4 with Acrylic SmoothWhite Diffuser (or approved equal).

END OF ADDENDUM # 1

Attachments


Page 12

HOPKINS COUNTY JUSTICE CENTERPRE-BID MEETING NOTESJKS # 2007023April 28, 2010

Present:Bruce Nelson JKS Architects & Engineers 270-885-2296 lbnelson diksae.comKeith Sharp JKS Architects & Engineers 270-885-2296 kshamrpiksae.cornRick Harper JKS Architects & Engineers 270-885-2296 rharper(@iksae.comDanny Rhoades Administrative Office of the Courts 502-545-8545 DannyRhoades(,ky.courts.netDonald Carroll Hopkins County Judge Executive 270-821-8294 iudueexggecutiveWhonkinscounty.netWalter Mansfield Beacon Construction 270-843-9550 wam2008(dtbellsouth.netDarren Smith Pinnacle, Inc. 270-527-1720 darren(rtpinnacleinc.netTravis Watkins Pinnacle, Inc. 270-527-1720 travis(apinnacleinc.netRicky Laws E. Davis Mechanical 270-926-1350Ryan Geib Wehr Constructors 502-491-9250 rqeib~twehrconstructors.comBrandon Berry Wehr Constructors 502-491-9250 bberrvewehrconstructors.con!Russ Litsinger Marcum Engineering 270-444-9274 rlitsingeromarcumenoineerinq.ntBill Maddox A&K Construction 270-441-7752 bmaddox(takconstruction.comShannon McAfee Hendrix Electric 270-664-2349 shannonmcafeehendrixelectric.comScott Shoulders Hendrix Electric 270-664-2349 scottghendrixelectric.comJim Schenk IKRCC 812-480-9572 [email protected] Beard IKRCC 812-480-9566 mbeardtikrcc.comLarry Lancaster Lancaster Cabinetry 270-885-4814 lancastercabinetry.netEthan Althans Sullivan & Cozart 502-584-4213 ethan(@sulivancozart.comJerry Southard Road Builders & Pkwy. Const. 270-338-2300 iwsroadbuilders6bbllsouth.netLarry Graham Accurate Door & Hardware 270-443-3068 [email protected] Butler Bell & Associates Const. LP 615-373-4343 ebutler(tbalp.conlHarold King Hagerman Plbg. & Htg. 270-684-0296 hagermanharolddaolwireless.netBarry Duff Aladdin Electric 270-821-1463 bduffl~dwildblue.netJohn Clancy Peyronnin Construction Co. 812-423-6241 iohnc(onevronnin.comJason Curtis Whitehead Electric 270-333-2879 jasonc(&whitehead-electric.conAlan Powell A.V.P., Inc. 270-826-7711 avp('liqhtpower.netBilly Miller A.V.P., Inc. 270-826-7711 [email protected] Lainhart D.W. Wilburn 859-797-9512 slainhart(ctdwwilburn.comNathan Millikan R.G. Anderson 615-329-1789 [email protected] Groves ARC Construction 812-426-0481 tqrovesflarc-construction.comMike Walker Scott, Murphy & Daniel 270-781-9944 mwalker(scottmurp~hydaniel.comEd Moore REM & Sons 270-821-3000 re.moore(oatt.netJake Martin Empire Contractors 812-424-3865 marti n@opir 7q0tratOrs.comCris Mabbitt IMI 812-424-3554 cris.rnabbitt(@irvmat.com

1 . Sign in sheets were distributed.2. Introductions were made.3. Project is a new Justice Center for the Hopkins County Fiscal Court and the Kentucky

Administrative Office of the Courts. Approximately 71,000 square foot, two story,anticipated construction cost $17 M (+/-).

4. AIA Contract and General Conditions will be used.5. Contract & bid style, lump sum General Contractor.

HOPKINS COUNTY JUSTICE CENTERPRE-BID MEETING NOTESApril 28, 2010Page 2

6. Site work package is near completion. Contractors should visit the site.7. 5% bid bond, bids valid for 90 days, 100% Performance & Payment Bond by successful

General Contractor.8. Wage rates apply, (certified payroll is required) and are included in specifications.9. Owner will direct purchase materials, any excess in purchase order accounts reverts to

the bidder.10. Insurance values are specified, builders risk is by the Contractor.11. Liquidated damages $1,000/day to substantial completion, $2,000 final.12. Time for construction - 610 calendar days to substantial. To be added by addendum:

30 days from substantial to final.13. Bid date to be chanaed to May 17th at 3:00 p.m. May 7 cut-off date for R.F.I.'s, May 10

last addendum to be issued.14. All Contractors are required to obtain local business license and subject to local

employer taxes.15. General Contractor is responsible for cost of building permit from the City of

Madisonville.16. Plans are approved, plan review and inspection by City of Madisonville.17. Project has been properly advertised.18. Plans and specifications are complimentary - Architect to render judgment regarding

any inconsistencies.19. Bid form modifications, voluntary alternates, etc., not acceptable and may result in bid

rejection. Bid form and related documents will be issued by addendum.20. Bid only products specified or approved by addendum.21. Bid breakout for labor and material, do not bid sales tax if you wish the Owner to direct

purchase materials.22. Take note of supplemental and special conditions in the specifications.23. Questions shall be submitted to Bruce Nelson, email bnelsondAiksae.com, email or

written, (no oral R.F.I.'s), cut-off date, May 7, 2010, 5:00 p.m., local time.24. Expect notice of award within 30-45 days after bidding.25. Bid forms shall be submitted two copies and complete. 24 hours for unit prices, 24

hours for listing of materials and for material suppliers, sub-contractor listing toaccompany the bid.

26. Church parking lot adjacent to site is off limits.27. A question period was allowed. Responses to questions which will affect the scope of

work shall be addressed in Addendum # 1.

END OF PRE-BID MEETING

HOPKINS COUNTY JUSTICE CENTER JKS # 2007023MADISONVILLE, KENTUCKY ADDENDUM # 1 05-10-10

SECTION 003000 - BID FORM

PART 1 - GENERAL

1.1 To: Honorable Donald Carroll, Judge ExecutiveHopkins County Fiscal Court56 North Main StreetMadisonville KY 42431

1.2 The undersigned having familiarized (himself, themselves) with the local conditions affectingthe cost of work, plans, specifications and addenda as prepared by JKS Architects & Engineers;hereby proposes to furnish all labor, materials, equipment and services required to complete allconstruction for this project.

1.3 The undersigned acknowledges receipt of addenda as follows:

Addendum Number Date

1.4 The undersigned lump sum base bid for this project is:

(Words) (Numbers)

1.5 Labor/Material Breakdown (Note: Labor plus materials shall equal the lump sum bid).

Labor $(Words) (Numbers)

Materials(Words) (Numbers)

1.6 The undersigned agrees to liquidated damages as follows:

A. $ 1,000.00 per calendar day until Substantial Completion.B. $ 2,000.00 per calendar day until Final Completion (30 days after substantial completion).

1.7 The undersigned declares that all materials, systems, subcontractors, etc., will be furnished fromthose approved for bidding as listed in the drawings, specifications and addenda.

BID FORM Addendum # 1 003000-1

HOPKINS COUNTY JUSTICE CENTER JKS # 2007023MADISONVILLE, KENTUCKY ADDENDUM # 1 05-10-10

(NAME OF BIDDER) Print & Signature

(TITLE)

(DATE)

OFFICIAL ADDRESS:

CORPORATE SEAL

1.8 The following items must accompany this bid form:

A. Bid Bond (with the bid form)B. List of Proposed Subcontractors (with the bid form)C. Summary & Breakout of Bid (within 24 hours after bid opening)D. Unit Prices (within 24 hours after bid opening)E. List of Proposed Materials (within 24 hours after bid opening)

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 003000

BID FORM Addendum # 1 003000-2

HOPKINS COUNTY JUSTICE CENTER JKS # 2007023MADISONVILLE, KENTUCKY Addendum # 1 05-10-10

SECTION 003100 - SUMMARY AND BREAKOUT OF BID

PART 1 - GENERAL

1.1 This Document is required to be submitted with the Bid Form (within 24 hours after bidopening). The figures must be exact subcontract amounts.

1.2 Failure to submit a proper summary and breakout (within 24 hours after bid opening) may result

in rejection of the bidder's proposal.

1.3 Summary and Breakout of Lump Sum Base Bid:

Site Work $

General Construction $

Masonry

Detention $

Plumbing Systems $

HVAC Systems $

Electrical Systems $

Sprinkler System $

TOTAL (Lump Sum Base Bid)

This is not the "Vendor and Material List" required in Specification Section 008100, Article 1.27G.




SUMMARY AND BREAKOUT OF BID Addendum # 1 003100-1


SECTION 012200 - UNIT PRICES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

B. Unit prices shall be submitted within 24 hours after the receipt of bids.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for unit prices.

B. Related Sections include the following:

I. Division 01 Section "Allowances" for procedures for using unit prices to adjustquantity allowances.

2. Division 01 Section "Contract Modification Procedures" for procedures forsubmitting and handling Change Orders.

3. Division 01 Section "Quality Requirements" for general testing and inspectingrequirements.

1.3 DEFINITIONS

A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unitof measurement for materials or services added to or deducted from the Contract Sum byappropriate modification, if estimated quantities of Work required by the ContractDocuments are increased or decreased.

1.4 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance,applicable taxes, overhead, and profit.

B. Measurement and Payment: Refer to individual Specification Sections for work thatrequires establishment of unit prices. Methods of measurement and payment for unitprices are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involvesuse of established unit prices and to have this work measured, at Owner's expense, by anindependent surveyor acceptable to Contractor.

UNIT PRICES Addendum # 1 012200-1


D. List of Unit Prices: A list of unit prices is included in Part 3. Specification Sectionsreferenced in the schedule contain requirements for materials described under each unitprice.


PART 3 - EXECUTION

3.1 LIST OF UNIT PRICES

(1) Earth Excavation, Mass/Cubic Yard $

(2) Earth Excavation, Trench/Cubic Yard $

(3) Undercut Unsuitable Soil Material (Trench),Including Disposal & Suitable Backfill Material/Cubic Yard $

(4) Undercut Unsuitable Soil Material (Mass),Including Disposal & Suitable Backfill Material/Cubic Yard $

(5) Crushed Stone Base Compacted/Ton $

(6) 4" Concrete Sidewalk & 4" Compacted Stone Base/Square Foot $

(7) Concrete Pavement/Square Yard $

8" Concrete#4 Bars @3 12" O.C. Each way6" Compacted Stone Base

(8) 6" x 18" Ileader Curb/Linear Foot $

(9) Seeding/Square Yard $

(10) Sodding/Square Yard $



(II) Painted Pipe Bollards/Each $

(12) 4" Concrete Slab/Square Foot $

ReinforcingVapor Barrier4" Compacted Stone Base

(13) 24" x 12" Concrete Strip Footingwith Reinforcing/Linear Foot $

(14) 8" CMU/Squarc Foot $

(15) 12" CMU/Squarc Foot S

(16) Brick Veneer/Square Foot $Installation Only (Furnish Under Allowance)

(17) Stone Veneer/Square Foot $

(18) Stone /2 Column (Pilaster)/Each $

(19) 5/8" Gypsum Board Installed, Taped & Filled/Square Foot $

(20) 5/8" Auga Tough Installcd, Taped & Filled/Square Foot $

(21) Tile Wainscot/Square Foot $

(22) Prime Coat, 2 Finish Coats Paint Over Gypsum Board/Square Foot $

(23) Epoxy Terrazzo/Square Foot $

(24) Terrazzo Base/Linear Foot $

(25) Terrazzo Tile/Square Foot $

(26) Porcelain Tile, Thin Set/Square Foot $

(27) Lay-In Ceiling/Square Foot $

(28) Woven Carpet/Square Yard $


HOPKINS COUNTY JUSTICE CENTER JKS # 2007023

MADISONVILLE, KENTUCKY Addendum # 1 05-10-10

(29) Tuffed Carpet/Square Yard $

Mechanical:

(30) Unclassified Trenching with Backfill/Linear Ft. $

(31) 6" Buried SS Drain Pipe/Linear Ft. $

(32) Vertical Geothermal Bore with Pipe, Installed/Linear Ft. $

(33) 2" Buried IIDPE Geothermal Distribution Pipe, Installed/Linear Ft. $

(34) 3" Buried HDPE Geothcrmal Distribution Pipe, Installed/Linear Ft. $

(35) 6" Buried HDPE Geothermal Distribution Pipe, Installed/Lincar Ft. $

(36) 3" Buried Water Supply Pipe, Installed/Linear Ft. $

(37) 1" Insulated Interior Water Pipe, Installed/Linear Ft. $

(38) 4" DWV Pipe with Miscellaneous Fittings, Installed/Linear Ft. $

(39) 2" Hydronic Piping with Miscellaneous Fittings, Installed/ Linear Ft. $

(40) 2" Duct Wrap Insulation, Installed/Square Ft. $

(41) 1" Domestic Cold Water Piping Insulation, Installed/Linear Ft. $

(42) 1" Domestic Hot Water Piping Insulation, Installed/Linear Ft. $

(43) 1-1/2" PVC Condensate Line with Insulation, Installed/Linear Ft. $



(44) Fabricated, Installed and Insulated Ductwork/Per Lb. $

Electrical:

(45) Unclassified Trenching w/Backfill $/Linear Ft.

(46) 120V, 20A Duplex Outlet, Installed/Each $

(47) 1 20V, 20A Ground Fault Outlet, Installed/Each $

(48) 120V, 20A Quadplex Outlet, Installed/Each $

(49) Single Pole Light Switch, Installed/Each $

(50) 3-Way Light Switch, Installed/Each $

(51) Occupancy Sensor, Installed $

(52) Single Gang Metal Junction Box, Installed/Each $

(53) " EMT Conduit, Installed/per Linear Ft. $

(54) I" EMT Conduit, Installed/per Linear Ft. $

(55) 2-1/2" EMT Conduit, Installed/per Linear Ft. $

(56) " RNC Conduit in trench with DGA backfill/per Linear Ft.

(57) 2" RNC Conduit in trench with DGA backfill/per Linear Ft.

(58) 4" RNC Conduit in trench with Concrete Encasement and DGA backfill/per Linear Ft. $


HOPKINS COUNTY JUSTICE CENTER JKS # 2007023MADISONVILLE, KENTUCKY Addendum #1 05-10-10

(59) " FMC Conduit, Installed/Linear Ft. $

(60) 2, #12 Type THWN Conductor, Installed/per Linear Ft. $


(62) 2, #10 Type THVN Conductor, Installed/per Linear Ft. $



(65) 4, #500 MCM Conductor, Installed/per Linear Ft. $

(66) 20 Amp I Pole Breaker, Installed/Each $

(67) 100 Amp, 3 Pole Breaker, Installed/Each S

(68) 3P30AN.F. DIS. SW. Ncma 1, Installed/Each $

(69) 3P60A N.F. DIS. SW. Nema 1, Installed/Each $

(70) 3PIOOA N.F. DIS. SW. Nema 1, Installed/Each $

(71) 3P200A N.F. DIS. SW. Nema I, Installed/Each $

(72) A/V Fire Alarm Device, Installed/Each $

(73) Smoke Detector, Installed/Each $

(74) Duct Smoke Detector, Installed/Each $



(75) Heat Detector, histalled/Each $

(76) Fire Alarm Cable, Installed/Linear Ft. $

(77) CAT 6 Cable, Installed/Linear Ft. $




SECTION 003500 - LIST OF PROPOSED SUBCONTRACTORS

PART I - GENERAL

1.1 List on the lines below each major branch of work and major material category for this projectand the subcontractor(s) involved with that portion of work. If the branch of work is to be doneby the General Contractor, so indicate.

1.2 Failure to submit a proper list (with the bid form), may result in rejection of the Bidder'sproposal.DIVISION OF WORK SUBCONTRACTOR

Storm Utility Drainage

Earthwork

Termite Protection

Finish Grading & Seeding,

Concrete Paving

Decorative Concrete Paving

Concrete (Poured in Place)

Pre-Cast Concrete

Masonry

Waterproofing

Steel Erector

Decorative Metal Railings

Rough Carpentry

Finish Carpcntrv

Architectural Trim

Elastomeric Sheet Roofing

Sheet Metal Roofing

Aluminum Entrances, Storefronts/Curtainwall

LIST OF PROPOSED CONTRACTOR Addendum #1 003500-1


Hollow Metal Doors & Frames

Overhead Doors

Detention Doors/Frames/Hardware

Glazing

Gypsum Drywall/Metal Studs

Portland Cement Plaster

Ceramic Tile/Porcelain Tile/Wall Tile

Terrazzo Flooring

Insulation Contractor

Acoustical Ceilings

Resinous Flooring

Carpeting

Resilient Flooring

Painting

Sealants & Caulking,

Detention Door/Frame/Hardware Contractor

Detention Furnishings

Manufactured Wood Casework

Fixed Audience Seating

Elevator Installer

Wheelchair lift Installer

Cupola Installer

Fire Protection (Division 21)

Plumbing (Division 22)

Water Service Utilities (Division 22)

Sewer Service Utilities (Division 22)

LIST OF PROPOSED CONTRACTOR Addendum # 1 003500-2


Geothermal Ground Loop System (Division 23)

HVAC (Division 23)

Sheetmetal (Division 23)

Mechanical (Division 23)

Insulation (Division 23)

Chemical Treatment (Division 23)

Temperature & Air Balance (Division 23)

Temperature Controls (Division 23)

Electrical (Division 26)

Special Systems (Division 27)

Electronic Safety & Security Systems (Division 28)

PART 2 -PRODUCTS (Not Used)



LIST OF PROPOSED CONTRACTOR Addendum # 1 003500-3


SECTION 003550 - LIST OF PROPOSED MATERIALS

PART 1 - GENERAL

1.1 Each item listed under the different phases of construction must be clearly identified so that theOwner will definitely know what the Bidder proposes to furnish.

1.2 The use of a manufacturer's, dealer's name only, or stating "as per plans and specifications" willnot be considered as sufficient identification.

1.3 Contractor shall list only one "make" or "brand" for each line item.

1.4 Failure to submit a proper list (within 24 hours after bid opening), may result in rejection of theBidder's proposal.

PART 2- PRODUCTS

2.1 General Construction

ITEM MAKE OR BRAND

Storm Drainage Piping

Decorative Metal Fencing

Concrete Supplier

Pre-Cast Structural Concrete

Waterroofini

Concrete Block Supplier

Brick Supplier

Limestone Supplier

Steel Reinforcing

Decorative Metal Railing

Structural Steel

Pro-Engineered Cold-Formed Steel Trusses

Gypsum Sheathing

LIST OF PROPOSED MATERIALS Addendum # 1 003550-1


Dampproofing

Water Repcliant Coating

Access Hatches

Building Cellulose Insulation

Building Fiberglass Insulation

Firestopping

Standing Seam Metal Roofing

Elastomeric Sheet Roofing

Sealants & Caulking

Detention Caulking

Standard Steel Doors & Frames

Stile & Rail Wood Doors

Detention Doors & Frames

Detention Hardware

Glazing

Sectional Overhead Doors

Aluminum Entrances/Storefronts/CurtainwalI

Automatic Door Operators

Finish Hardware

Metal Studs

Gypsum Drywall

Ccramic Tile

Terrazzo

Acoustical Ceilings

Resilient Flooring

Resinous Flooring



Carpeting (Sheet)

Tile Carpeting

Paint

Toilet Compartments

Toilet Accessories

Detention Toilet Accessories

Metal Locker

Architectural Louvers

Flagpole

Fire Extinguisher Cabinets

Projection Screen

Louver Blinds

Detention Furnishings (Attach List)

Detention Hardware

Detention Glass and Glazing

Fixed Audience Seating

Elevator

Wheelchair Lift

Cupola

2.2 Mechanical

Hangers & Supports

Duct Insulation

Pipe Insulation

Valves

Hydronic Specialties



Hydronic Pipe Fittings

Hose Kits

Pressure &'Temperature Gaugcs

Hydronic Expansion Tanks

Water Treatmcnt Systems

Geothermal Pipe

Hydronic Pumps

Fire Protection Riser Equipment

Plumbing Fixtures

Sanitary Sewage Specialties

Electric Water Coolers

Domestic Water Heaters

Electric Infrared [[eaters

Dedicated Ventilation-Air Unit w/Energy Recovery Ventilator

Water-Source Heat Pumps

Computer-Room Air Conditioners

Duct Accessories

Diffusers, Registers, & Grilles

Ventilating Fans

Temperature Controls

2.3 Electrical

Electrical Switchgear

Transfer Switches

Transbrmers

Panelboards



Starters

Wiring Devices

Light Fixtures

Fire Alarm System

Occupancy Sensors

Time Clock

Cable Tray




FORM NOI-SWCA

KENTUCKY POLLUTION DISCHARGEELIMINATION SYSTEM (KPDES)

Notice of Intent (NOI) for coverage of Storm WaterDischarges Associated with Construction Activities Under

the KPDES Storm Water General Permit KYR100000

This is an application for:

E New construction activity.W Modification of coverage for additional area in same watershed.E] Modification of eoverage for additional area in different watershed.

If Modification is checked, state reason for Modification: I

For Agency Use Permit No. (Leave Blank) K Y R 1 0

For Agency tUle A[ ID (Leave Blank)

SECTION I- FACILITY OPERATOR INFORMATION

Operator Name(s)': Phone:=

Mailing Address:' Status of Owner'Operator: f]Private E]State EFederalAI ]Public(other than state or federal)

City:*: State:* 7ip Code:'

SECTION It - FACILITY/SITE LOCATION INFORMATION

Name of Projcct:* Physical Address:* City:*

State:* Zip Codc:* County:'

Latitude (decimal degrees): I Longitude (decimal degrees):' SIC Code:5

SECTION 111 - SITE ACTIVITY INFORMATION

For single projects provide the following information

Total Number of- s I, pr-oj c:' I otal Number ofacres to d:* Statdte: Completion date:

For common plans of development projects provide the following information

fota Number of acres in project:* Number of individual lots in development: Number of lots to be developed:

Total acreage intended to be disturbed:' Nuniber of acres intended to be disturbed at any one time:

Start date: -Cmletin date: IList Contractors:

SECTION IV - DISCHARGE TO A WATER BODY

Name of Receiving Water:* Anticipated number of discharge points:

Location of anticipated discharge points: Latitude (decimal degrees):' longitude (decimal degrees):*lWater Body Stream Use Designation Cold Water Aquatic Habitat E]Domestic Water Supply EOutstanding State Resource Water

Receiving o ]Secondary Contact Recreation E]Plilnary Contact Recreation OWarm Waler Aquatic Habitat

Antidegradation Categorization E]Outstanding National Resource Water ]Exceptional Water E][ligh Quality Water Elhpaired Water

Name of Receiving Water:' Anticipated number of discharge points:

Location of anticipated discharge points: Latitude (decimal degrees): Longitude (decimal degrees):'R Water Body Steam Use Designation Cold Water Aquatic Habilat E]Domestic Water Supply f]Oustanding State Resource Water

Receiving H Seconda!y Contact Recreation E]Prunary Contact Recreation ElWarm Water Aquatic Habitat

Antidegradation Categorization EOutatanding National Resource Water flExceptional Water E]High Quality Water Q]Impaired Water

DEP (Continued on Back Page) May 19, 2009

FORM NOI-SWCASECTION V - DISCHARGE TO AN MS4Name of MS4: Date of application/notification to tbe MS4 for construction site coverage:

Nube ofoc ationof each discharge peit: Lalitude (dcbnal degrees):* Longituede (decimual degrees):*

SECTION VI - CONSTRUCTION ACTIVITIES IN OR ALONG A WATER BODY

Will the project require construction activities in a water body or the riparian 70c: E5 Yes [ No

If'yes, describe scope of activity:

saCiean Water Al 404 permt required: ] Yes E] No Is a Clean Water Act 401 Water Quality Certification required: ] Yes E5 No

SECTION VII - NO[ PREPARER INFORMATION

First Name:* Last Name:* I Phone:I eMail Address:*

Mailing Addrcss:* I City:* State:* Zip Code:t

SECTION VIII - ATTACHMENTSAttach a full size color USGS 7'A-minutc quadrangle map with the facilily sie clearly narked. USGS maps may be obtained from the University of Kentucky, Minesand Minerals Bldg. Room 106, Lexington, Kentucky 40506. Phone number (859) 257-3896.

SECTION IX - CERTIFICATIONI certify under penalty of law that this document ad all attachments were prepared under my direction or supervision in accordance with a system designedto assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage thesystem, or those persons directly responsible for gathering the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.I am aware that there are significant penalties for Nubmitting false information, including the possibility of fine and imprisonment for knowing violations.

Signature:* FirstisName: I Last Name,:5

Phone:* eMail Address: Date: 5

This completed application form and attachments should be sent lo: SWP Brareh, Division of Water, 200 Fair Oaks, Fralkfort, Kentucky 40601. Questions should bedirected to: SWP Branch, Opcrational Permits Section at (502) 564-3410.

DEP May 19, 2009

KENTUCKY POLLUTANT DISCHARGE ELIMINATION SYSTEMFORM NOI-SWCA - INSTRUCTIONS

WHO MUST FILE A NOTICE OF INTENT (NOI) FORM

Federal law at 40 C-R Part 122 prohibits point source discharges of stornwater associated with industrial activity to a water body of the Commonwealth of

Kentucky without a Kentucky Pollutant Discharge Elimination System (KPDES) permit. The operator of an industrial activity that has such a storm water

discharge must submit a NOI to obtain coverage under the KPDES Storm Water General Permit. If you have questions about whether you need a pernit underthe KPDES Storm Water program, or if you need information as to whether a particular program is administered by the state agency, call the Storm Water

Contact, Operational Permits Section, Kentucky Division of Water at (502) 564-3410.

WHERE TO FILE NOI FORM

NOIs must be sent to the following address or submitted in on-line at https;//dep.gateway.ky.gov/eForms/Default.aspx?FrmD-3:

Operational Permits SectionSWP Branch, Division of Water200 Fair Oaks LaneFrankfort, KY 40601

Electronic NOI-SWCAs are to be submitted a minimum of seven (7) working days prior to commencement of construction related activities. PaperNOI-SWCAs are to be submitted a minimum of thirty (30) working days prior to commencement of construction related activities.

COMPLETING THE FORM

Enter information in the appropriate areas only. (*) denotes a required field. Enter N/A (Not Applicable) for fields that arc required but dot not apply to your

submission. If you have any questions regarding the completion of this ban call the Storm Water Contact, Operational Permits Section, at (502) 564-3410.

SECTION 1 - FACILITY OPERATOR INFORMATION

Operator Name(s): Enter the name or names of all operators applying for coverage under KYRIO using this NOI.Mailing Address, City, State, and Zip Code: Provide the mailing address of the primary operatorPhone No,: Provide the telephone numbers of the person who is responsible for the operation.Status of Owner/Operator: Select the appropriate legal status of the operator of the facility from the dropdown list.

FederalPublic (other than federal or state)StatePrivate

SECTION I1 - FACILITY/SITE LOCATION INFORMATION

Name of Project: Provide the name of the project.Physical Address, City, State, Zip Code and County: Provide the physical address of the project.Latitude/Longitude: Provide the general site latitude and longitude of the operation.SIC Code: Enter the Standard Industrial Code for the project

SECTION III -SITE ACTIVITY INFORMATION

For single projects provide the following information:

Total number of acres in project: Indicate the total acreage of the project including both disturbed and undisturbed areas.Total number of acres to be disturbed: Indicate the total number of acres of the project to be disturbed.Anticipated start date: Indicate the approximate date of when construction activities will begin.Anticipated completion date: Indicated the approximate date of when final stabilization will be achieved.

For comnmon plans of development provide the following information:

Total number of acres in project: Indicate the total acreage of the project including both disturbed and undisturbed areas.Number of individual lots in development, if applicable: Indicate the number of individual lots or unit in the common plan of developmentNumber of lots to he developed: Indicate the number of lots that you intend to develop.Total acreage of lots intended to develop: Indicate the total acreage of the lots you intend to developTotal acreage intended to disturb: Indicate the total acreage of the lots you intend to disturbNumber of acres intended to disturb at any one time: Indicate the maximum number of acres to be disturbed at any one time.Anticipated start date: Indicate the approximate date of when construction activities will begin.Anticipated completion date: Indicated the approximate date of when final stabilization will be achieved.List of contractors: Provide the names of all known contractors that will be working on site.

DEP (Continued on Back Page) May 19, 2009

KENTUCKY POLLUTANT DISCHARGE ELIMINATION SYSTEMFORM NOI-SWCA - INSTRUCTIONS

SECTION IV -IF THE PERMITTED SITE DISCHARGES TO A WATER BODY THE FOLLOWING INFORMATION IS REQUIRED

Name of Receiving Water: Provide the names of the each water body receiving discharges from the site. Provide only official USGS names do notprovide local namesAnticipated number of discharge points: Indicate the number of discharge points to each receiving water body.Location of anticipated discharge points: Provide the latitude and longitude of each discharge point. Add points as necessary.Receiving Water Body Stream Use Designation: Check all appropriate boxesAntidegradation Categorization: Select from the drop down box one of the following:

Outstanding National Resource Waterhxceptional WaterHigh Quality WaterImpaired Water

SECTION V - IF THE PERMITTED SITE DISCHARGES TO A MS4 THE FOLLOWING INFORMATION IS REQUIRED

Name of MS4: Provide the name of the MS4 to which the activity will dischargeNumber of discharge points to the MS4: Indicate the number of discharge pointsLocation of each discharge point: Provide the latitude and longitude of each discharge point. Add points as necessaryDate of application/notification to the MS4 for construction site permit coverage: Indicate the date the MS4 has or will be notified.

SECTION VI - CONSTRUCTION ACTIVITIES IN OR ALONG A WATER BODY

Will the project require construction activities in a water body or the riparian zone: Select Yes or No from the drop down box.If Yes, describe scope of activity: Provide a brief description of the activity (ies) that will take place in the water body or the riparian zone.Is a Clean Water Act 404 permit required: Select Yes or No from the drop down box.Is a Clean Water Act 401 Water Quality Certification required: Select Yes or No from the drop down box.

SECTION VlI- NO[ PREPARER INFORMATION

Provide the name, mailing address, telephone number and eMail address of the person preparing the NOt.

SECTION VIII -Attachments

Attach a USGS topographic map indicating the location of the activity and the proposed discharge points.

SECTION IX - CERTIFICATION

Provide the name, mailing address, telephone number and eMail address of the person who is responsible for the activity

Signature: Provide fall name of the responsibility party. This will constitute a signature.

The NOI must be signed as follows:

Corporation: by a principal executive officer of at least the level of vice presidentPartnership or sole proprietorship: by a general partner or the proprietor respectively

DEP May 19, 2009

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11" DOMESTIC COLD WATER PIPING SHALL RISE IN WALL TO LEVEL TWO. SEEDRAWING P-1.3 FOR CONTINUATION.

2 3/4" DOMESTIC HOT WATER PIPING SHALL RISE IN WALL TO LEVEL TWO. SEE DRAWINGP-1.3 FOR CONTINUATION.

3 3/4" DOMESTIC HOT WATER PIPING FROM INTERMEDIATE PLATFORM. SEE DRAWING P-1.5FOR CONTINUATION.

4 1-1/2" DOMESTIC COLD WATER PIPING FROM INTERMEDIATE PLATFORM. SEEDRAWING P-1,5 FOR CONTINUATION.

5 4" SANITARY SEWER PIPING FROM LEVEL TWO. SEE DRAWING P-1.3 FOR CONTINUATION.

6 4" SANITARY SEWER PIPING FROM INTERMEDIATE PLATFORM. SEE DRAWING P-1.5 FORCONTINUATION.

7 2" DOMESTIC COLD WATER PIPING SHALL RISE IN CHASE TO INTERMEDIATEPLATFORM. SEE DRAWING P-1.5 FOR CONTINUATION.

B 1-1/2" DOMESTIC HOT WATER PIPING SHALL FROM INTERMEDIATE PLATFORM. SEEDRAWING P-1.5 FOR CONTINUATION.1" DOMESTIC COLD WATER PIPING SHALL RISE IN WALL TO LEVEL TWO. SEEDRAWING P-1.3 FOR CONTINUATION.

10 1/2" DOMESTIC HOT AND COLD WATER PIPING SHALL RISE IN WALL ON LEVEL TWO. SEEDRAWING P-1.3 FOR CONTINUATION.

11 DOMESTIC HOT WATER PIPING SHALL RISE IN WALL ON LEVEL TWO. SEEDRAWING P-1.3 FOR CONTINUATION,

12 2" DOMESTIC COLD WATER PIPING SHALL RISE IN CHASE TO LEVEL TWO. SEE DRAWINGP-1.3 FOR CONTINUATION.

13 INSTALL ALL ISOLATION VALVES ASSOCIATED WITH THE HOLDING CELL PENAL FIXTURES INTHE ACCESSIBLE CHASE FOR ACCESSIBILITY. (TYP.).

14 INSTALL ALL TRAP PRIMERS ABOVE LAY-IN CEILINGS OR IN ACCESSIBLE CHASES (TYP.).

15 1/2" DOMESTIC HOT WATER PIPING SHALL RISE IN WALL TO LEVEL TWO. SEE DRAWINGP-1.3 FOR CONTINUATION.

16 ROUTE DOMESTIC HOT AND COLD WATER PIPING ABOVE CEILING (TYP.). CONTRACTORSHALL REFER TO ARCHITECTURAL DRAWINGS FOR CEILING HEIGHT ELEVATIONS

17 ROUTE SANITARY SEWER PIPING BELOW SLAB (TYP.).

2" COPPER SUMP PUMP DISCHARGE SHALL TERMINATE TO STORM WATER SYSTEM. INVERT

18 ELEVATION 5'-0" OUTSIDE BUILDING BOTTOM OF INSIDE DIAMETER OF PIPE SHALL BE AMINIMUM OF 30" BELOW GRADE. SEE SITE UTILITY DRAWING U-1.1 FOR CONNECTIONLOCATION. CONTRACTOR SHALL COORDINATE CONNECTION WITH CIVIL DRAWINGS.

19 SEAMLESS NO-JOINT COPPER WATER PIPING BELOW FLOOR. (TYP.)

20 4" VENT PIPING SHALL RISE IN WALL TO LEVEL TWO. SEE DRAWING P-1.3 FORCONTINUATION. VENT PIPING SHOWN FOR CLARITY PURPOSES.

21 4" VENT PIPING SHALL RISE IN CHASE TO LEVEL TWO. SEE DRAWING P-1.3 FORCONTINUATION. VENT PIPING SHOWN FOR CLARITY PURPOSES.

22 4" VENT PIPING SHALL RISE IN CHASE TO INTERMEDIATE PLATFORM, SEE DRAWING P-1.522 FOR CONTINUATION. VENT PIPING SHOWN FOR CLARITY PURPOSES.

REFERENCE DRAWING P1.1

W CONSTRUCTION NOTES FOR P-11 SHEET

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SEAL WATER TIGHT

SLEEVE

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SHALL BE BETWEEN 24" AND 30"

6" COMBINED WATER SERVICE

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