Addendum No One.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-140-25

FOR: Campground Improvements Carter Cave State Park Department of Parks Olive Hill, Kentucky

DATE: December 12, 2024

RFB-785-2500000287

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.

END OF ADDENDUM

Invitation to Bid No. RFB-140-25 For: Campground Improvements Carter Cave State Park Department of Parks Olive Hill, Kentucky

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

Cater Caves Campground and Camp Store Renovation Project

Kesler Simpson Architects, LLC 3728 Willow Ridge Road, Lexington, KY 40514 859-523-4324 www.ksa-llc.com

Carter Caves Campground Renovation Project

ADDENDUM #1

This Addendum forms a part of Contract and clarifies, corrects or modifies original Bid Documents, dated November 4, 2024. Acknowledge receipt of this addendum in space provided on bid form. Failure to do so may subject bidder to disqualification.

This addendum contains _ sheets including this sheet.

Specifications

1. Specification 010000 Special Conditions – Refer to article ‘8 Allowances included in the

Contract Amount:”. Add item #1 – “Contractor shall include $50,000.00 as a line-item allowance for medium voltage electrical work to be performed by the electrical Power

Company. This includes providing new pole mounted transformers, one pad mounted transformer, and making all connections at these transformers to supply power to electrical services in this project. Costs incurred by Grayson RECC (Power Company) shall be paid by Contractor to Grayson RECC from this allowance.

2. Refer to the Specifciations, Section 066001 Exterior Rough Carpentry, add Part 2.3 for recycled plastic lumber edging:

2.3 6x6 RECYLED PLASTIC LUMBER EDGING

a. Recycled Lumber timbers. Subject to requirements, provide one of the following or submit equivalent for approval:

i. Plas-TEAKmolded lumber

ii. MarkStaar King plastic recycled lumber timbers.

iii. Plastic Lumber Yard.

b. Recycled lumber / composite timbers, 6x6 dimension, molded grade.

c. Color to be selected shall be a shade of brown, selected by Landscape Architect from manufacturer’s full range.

d. Install with Manufacturer’s recommended fasteners and methodology consistent with the project conditions.

2. Please note for specification 221343 Facility Packaged Sewage Pumping Stations to be disregarded.

3. Please add 221113 VFD Water Booster Pump Station attached.

General

1. Will a Geotech report be provided. A Geotech report will not be provided.

2. Can the extents of a temporary construction fence be provided. Temporary fencing is at the Contractor’s discretion, only as required to notify and warn the public of the construction activities. It is anticipated that campsites will not be open to the public in areas where there is ongoing construction activity. At the campground building, the Contractor shall provide temporary fencing and signage as needed to direct the public away from the building demolition and construction and toward temporary facilities.

3. Will the temporary building size be provided. Typical 10 x 36 job site trailer with bathroom should suffice. Please provide ADA access ramp.

4. Will the temporary bath house require showers, one each for men’s and women’s. The temporary camp store is not required to have men’s and women’s showers. Just a bathroom for the Camp Store Staff.

5. Will an asbestos report be provided. An environmental assessment has not been completed. Bid the project as though no asbestos has been found, once the assessment has been completed, if asbestos is found a change order will be issued to the contractor.

6. Is there a specification for the 6x6 recycled camp site edging. Yes, please see Specifications Revisions above.

7. Provide location for note #13 on the demolition sheets. Note 13 occurs only where existing campsites are indicated for full renovation, at 40 total sites. Please see Drawing Revisions notes above for specific camp sites receiving full renovation.

8. Do all camp sites receive new 6x6 edging or just ones noted with note #10 & #12. Only campsites receiving full renovation will receive new 6x6 edging, at a total of 40 sites. 4 of these sites are asphalt, so new edging only occurs at living areas at those 4 sites.

The other 36 sites will receive new edging at campsite drive, also at campsite living area where applicable / shown. Please see Drawing Revisions notes above for specific camp sites receiving full renovation.

9. Do all camp sites received a new fire ring. Identify ones that receive standard rings and ones to receive ADA rings. Only campsites receiving full renovation will receive new fire ring. Please see Drawing Revisions notes above for specific sites (40 total). We will field verify which campsites received ADA compliant fire rings- assume 2 ADA compliant and 38 standard fire rings.

10. Do all camp sites receive new tables. Do all camp sites have old tables that need to be removed. Only campsites receiving full renovation will receive new tables and have old tables removed (40 total). Tables (and fire rings) at all other sites shall remain. Assume 2 ADA compliant tables and 38 standard tables.

11. We noticed a specification regarding the lumber that Forest Certification was required.

Does this requirement apply to this project? No. This should have been edited out of the specifications.

12. Sheet S100 Wall Footing Schedule denotes the wall footing for this building as WF3.0 with the dimension of 3' wide and 12" thick. While on Sheet S100, there is also a cross section reference 1/S202 which shows the detail of the same wall footing as 4' wide and 15" thick. Please let us know which one it is. The WF3.0 footings should all be 3’-0” wide and 1’-3” thick.

13. EUD101 – Add the following to GENERAL NOTES: “Remove all existing conduit and conductors that are above-ground and all that route vertically to and from panels and pedestals. Cut off conduit and conductors below ground. Existing underground conduits and conductors may be abandoned in place.”

14. EUD101 – Add the following sheet note #5: “Disconnect existing communications services from the existing building. Maintain and reconnect to new building. Turnover to Owner existing telecom rack and telecom equipment in existing building.” Tag existing building with sheet note #5.

15. EU101 - Add the following to GENERAL NOTES: “In any areas where electrical infrastructure must cross roadways, contractor shall provide 4" conduit sleeves under roadway. Bore or trench and patch pavement as required. Refer to trenching detail for additional requirements. This is applicable to the locations shown on plan and those that are not shown on plan.”

16. EU101 – Replace “TYPICAL ELECTRICAL SERVICE ELEVATION” detail on entirety with attached sheet Ae1.1.

17. EU101 – Add “TYPICAL HAND HOLE” detail per attached sheet Ae1.2.

18. EU101 – Refer to “NEW WORK CONDUIT TRENCHING DETAIL”. Add the following note to bottom of detail, “Trenches that include only one set of conductors (one circuit) may be 6” wide minimum. Backfill requirements to include fine sand, warning tape, and compacted earth shall apply per detail.”

19. EU101 – Refer to “POWER OUTLET PEDESTAL – HYPOWER ENERGYMATE” detail. Add the following note to bottom of detail, “Provide weatherproof label on front cover that indicates panel description and circuit number.”

20. EU101 – Revise sheet note #8 to read, “Provide new service entrance to new bath house. Refer to riser diagram for additional requirements. Utility company will replace existing transformer. Coordinate with utility company to connect to new pad mount transformer.”

21. EU102 – Replace sheet in its entirety with attached EU102. Change location of Panel-C.

22. E101 – Add “RECESSED LIGHT FIXTURE INSTALLATION DETAIL” per attached sheet Ae1.3.

23. E101 – Refer to Light Fixture Schedule. Replace “Manufacturer and Model” of LF-3 with

CSS-L48-ALO3-SWW3-MVOLT-80CRI”

24. E201 – Refer to EF-1 and EF-2. Add sheet note description #6, “Provide power pack dedicated to each exhaust fan. Connect power pack for lighting in each bathroom to exhaust fan power pack such that fan is controlled with lighting in associated room.” Tag EF-1 and EF-2 with sheet note #6.

25. Refer to the Drawings, Sheets C100, C101 and C102, Civil Utility Notes, revise indication of survey provided by American Engineers, Inc. to read survey provided by D+L Surveying. Note all site survey work was provided by D+L Surveying.

26. Refer to the Drawings, L200 series sheets and L400 series sheets. Note all campsites receiving full renovation are indicated below, for a total of 40 sites. Full renovation includes replacement of furnishings, timber edging, gravel surfacing at gravel sites and living areas, asphalt overlay at existing asphalt campsite drives.

a. Sites to received full renovation: 42, 43, 44, 45, 46, 47, 48, 53,54, 55, 55A, 56, 57, 58, 59, 60, 61,62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 78, 80, 82, 84, 86, 87, 88, 89.

b. Note all sites will receive new campsite signs

Parks East - Campground Renovations 670-CB59-CO53-01 Carter Caves 05 November 2024

FACILITY PACKAGED SEWAGE PUMPING STATIONS 221343 - 1

SECTION 221123 – VFD WATER BOOSTER PUMP STATION

1.1 GENERAL

Pump station shall be supplied as a DUPLEX package system. System shall include pumps, distribution control panel, control panel stand, controls, pipe valves & fittings, fabricated baseplates and all equipment and incidentals required to provide a complete pump station as specified herein. To ensure reliability and proper component integration package system must be provided by a UL listed manufacture conforming to NSF-61, UL508/A, UL778 & ULQCZJ.

1.2 OPERATING CONDITIONS

Each vertical inline pump shall be designed to handle water free of suspended solids rated 3HP, 230volts, 1-phase, 60 hertz, and 3450RPM. Unit shall be direct coupled and VFD controlled allowing for precise speed control to match field conditions. Package system shall produce 36U.S. GPM at 139’ feet TDH, with a minimum pump energy index (PEI) of 1.0. The pump shall be non-overloading throughout the entire range of operation without employing service factor. The performance curve submitted for approval shall state in addition to head and capacity performance, NPSHr, the pump efficiency, impeller size. The pumps shall be capable of running simultaneously and achieving 55 gpm @ 60 psi.

Booster Pump Station Pump 1 Pump 2

Model 10SV 10SV

Station Feed Power 230V/60Hz/1pH (to be field verified) 230V/60Hz/1pH (to be field verified)

Pump Motor Power 208V/60hz/3pH (to be field verified) 208V/60hz/3pH (to be field verified)

Single Pump Design Flow 36GPM 36GPM

Design Head 139’ 139’

Maxiumn HP (Non-Overloading) 3HP 3HP

Max Stages 5 5

Suction Manifold (customer connection)

2” 2”

Discharge Manifold (customer connection)

2” 2”

1.3 SCOPE OF SUPPLY

The contractor shall furnish and install a complete factory built above ground constant pressure booster pump station. The station shall be complete with all necessary equipment installed on a fabricated steel base. Package system shall be Model EV as manufactured by CLAY-GREENE PACAKGE SYSTEMS a div of Morrow Water Technologies or equal

1.4 PUMP DESIGN

The pump shall be a non-self-priming vertical multistage pump coupled to a standard NEMA ODP/OPSB continuous duty high efficient motor. The liquid end located between the upper cover and the pump casing shall be held in place by tie rods. Pump shall be manufactured by Goulds Water Technology or Berkeley or pre-approved equal. The pump volute, casing, impeller, diffuser bowl shall be AISI 304L or 316L stainless steel. The pump shall conform to NSF-61 for potable water applications.

A. Casing- shall be laser welded AISI 304L or 316L stainless steel and capable of withstanding a minimum maximum working pressure of 360psi. Pump shall be of the inline type and shall be compatible with ANSI raised faced flanges.

Pumps with suction and discharge no on the same center line will not be equal or acceptable.

B. Wear ring- wear rings composed of PPS shall be provided in each stage. Wear rings shall be self-centering and of the

FACILITY PACKAGED SEWAGE PUMPING STATIONS 221343 - 2

replaceable design to ensure long service life.

C. Impellers shall be of the enclosed design and constructed of AISI 316L or AISI 304L stainless steel. Impellers shall provide internal thrust balance in each stage.

D. Diffuser Bowl- Each stage shall have a bowl with attached diffuser and be constructed of AISI 340L or 316L stainless steel.

E. Seal Housing- Shall be of concave design and shall hold the seal faces below the topmost part of the pump casing.

F. Seal- Shall be of a standard design and shall be removable from the pump for replacement without disturbing the pump body. Seal shall be equipped with a carbon rotating face vs a silicon carbide stationary face with elastomers of Viton or EPR. Seal shall be in accordance with ISO-3069 & EN-12756.

G. Shaft Sleeve & Bearing- Pump shaft sleeves shall be made of tungsten carbide with ceramic bearings. Shaft stick up shall be set with a standard spacer from the factory.

H. Suction & Discharge Spools- shall be one-piece cast iron, class 30 and shall be ANSI flanged with one (1) 1-1/4” air release port and one (1) ¼” gauge port

1.5 MOTOR

The pump drive motor shall be NEMA standard design TC frame suitable for vertical mounting and close coupled to the pump unit. Motor shall be manufactured by Baldor/Reliance Weg, Worldwide Electric. Motor shall be of standard manufactures catalog design and must not use special bearings as a thrust handling device. Motors shall have ODP/OPSB enclosure and be continuous duty high efficient. Motors shall be UR, CSA and CSA EEV listed. The stator windings shall have Class F insulation and be designed for inverter duty.

1.6 TESTING

Commercial testing shall be required and include the following:

A. The pump shall be visually inspected to confirm that it is built in accordance with the specification as to HP, voltage, phase and hertz.

B. The motor seal and housing chambers shall be meggered for infinity to test for moisture content or insulation defects.

C. Certified Test Curve- Non-Witnessed Hydraulic Institute Performance Test showing conditions of service as specified above. Curve shall be submitted to engineer for approval prior to shipment

1.7 PUMP CONTROL

Booster Pump Station shall be provided with variable frequency drives (VFDs) for constant pressure or tank fill operation of pumping equipment. VFDs shall be properly sized for incoming power feed and pump station requirements. VFDs, control panels, transformers and all associated electrical equipment must be provided by the package system manufacture in order to assure system integration and sole source responsibility. VFDs shall be ABB ACQ-580 or Aquavar IPC

A. Pump Station Functional Electrical Equipment-

i. One (1) VFD per pump. VFDs shall be NEMA1 wall mounted type to minimize the amount of air turn over required in the station. VFDs shall be capable of managing variable speed multi-pump systems in a constant pressure application without the need for external PLCs. VFDs shall be equipped with quick start programing and integrated pump control logic for ease of use in the field. VFDs shall operate as lead-lag with switching control built into the VFD. Additional PLCs or other devices shall not be necessary for pump station programing or control.

ii. Pump station shall be field configurable to operate as either local control as constant pressure or remote control (by others) as tank fill. Pump Stations requiring special tools, electrical changes or reprogramming for dual operation shall not be allowed or considered equal.

iii. One (1) Pressure Transducer per drive with 4-20mA output with 0-200psi range. Shall be NSF-61 approved as manufactured by HO Trerice or equal. Pressure transducer shall terminate to VFD.

iv. One (1) Distribution Control Panel (DCP). Station will be equipped with a NEMA-3R fiberglass panel with fused disconnect for each drive with a complete set of extra fuses, properly sized main breaker(s), branch circuit breaker(s), low suction pressure relay, green pump run light, red fault alarm light, On-Off switches (to run permissive), lightning arrestor, incoming power feed distribution block. Shall have remote mounted keypads from VFD with Had-Off-Automatic buttons. VFDs shall come from the pump station manufacturer prewired to the DCP. DCP shall be UL508 labeled.

v. If required pump station shall be supplied with a UL-listed 3R enclosed Hammond Power Solutions NQ series or equal step down transformer for control power.

vi. Feed power is noted above in section 1.2 B. Functional Requirements-

FACILITY PACKAGED SEWAGE PUMPING STATIONS 221343 - 3

i. On pressure drop to pre-set (adjustable) level, lead pump will start. With lead pump operating, if pressure continues to drops to pre-set (adjustable) low level second pump will start.

ii. Pump VFDs will adjust speed of pump to match demand of the system.

iii. Pump(s) will run until pre-set pressure is met (adjustable) then they will shut off.

iv. System will alternate between lead-lag on run time and shall be programmable .

v. If one pump should fail second pump shall override control.

vi. VFDs shall be equipped with low suction switch cut off to prevent equipment damage.

vii. System shall be field configurable to operate on remote (SCADA) control if needed.

1.8 ELECTRICAL COMPONENTS

All electrical components and materials supplied shall function as a complete unit to automatically control the booster pump station. All devices and material shall be new and of standard product design. All components used in the panel shall be Underwriters’ Laboratory approved for the application. Electrical work shall be in accordance with the latest edition of the National Electrical Code (NEC-70).

A. Wire- shall be stranded copper and sized as required for load and application according to NEC. All wiring on the rear of the inner door shall be neatly bundled using tie wraps or other means. All internal wiring on the backplate shall be neatly routed in wire duct with removable covers. All wiring shall be continuous point to point (no splices) and be totally accessible.

i. All conductors shall be 98% conductive annealed copper unless otherwise note, UL listed and labeled

ii. Branch circuits shall not be less than No. 16 copper wire type THW, THHN or THWN insulation.

iii. All control and signal wire shall be a minimum of No. 14 AWG, 90-degree C insulated and color-coded, colors shall be as follows:

a. Red for all AC control

b. Blue for all DC control

c. Yellow for external source control

d. White for AC neutral

e. Green for equipment ground wiring

iv. Main Ground- Conductors for main ground form neutral bus or equipment grounding bus shall be bare copper

B. Mounting- All other components shall be securely mounted to the backplate with stainless steel hardware through machine thread tapped holes in the backplate. The screws shall be of adequate size for the device being secured.

Permanent marking to identify each component as shown on the drawing shall be provided on the back plate and schematic laminated on inside of enclosure door.

C. Variable Frequency Drives (VFD)- shall be UL, cUL & CE listed and provide adjustable carrier frequency with IGBT power switching and utilize PWM technology. VFDs shall be completely integrated unit including VFD and programmable pump specific control. PLCs or external control devices shall not be acceptable or approved equal. VFD shall function in an ambient temperature range between -15-degrees C and 40-degrees C and may operate up to 50-degrees C with a 1% derate for every 1-degree C. VFD shall operate in relative humidity range of 5% to 95%, no condensing. VFD shall operate at altitudes up to 1000M above sea level. VFD shall tolerate voltage variances of +/- 10% on input power and shall provide three phase output power from 0V to (Rated)V and frequency’s from 0Hz to 60Hz. At a minimum each VFD shall be equipped with;

i. Remote mounted keypads

ii. One (1) 4-20mA analog outputs

iii. One (1) 4-20mA analog inputs

iv. Multipump interface via RS485 cable

v. Three (3) digital inputs

vi. Three (3) digital outputs

vii. Two (2) pressure settings with one transducer

viii. Overvoltage protection

ix. Undervoltage protection

x. Input Phase Loss

xi. Phase imbalance

xii. Motor overcurrent

xiii. Ground Fault & Short circuit

xiv. Removable 16 character per line backlit display

xv. All faults shall be displayed in plain English terms and shall not depend on interpretation of error codes.

xvi. Serial Communication Option- Modbus RTU, Profibus DP, Profinet, Modbus TCP, Ethernet.

D. Pressure Transducer- a pressure transducer shall be furnished and installed in the piping of the pump station and shall be prewired. Transducer shall be two wire type with a 4-20mA signal calibrated for 0 -200psig. Shall be of the NEMA -

FACILITY PACKAGED SEWAGE PUMPING STATIONS 221343 - 4

4X design and equipped with a ½” NPT male process connection (fluid) and a ½” NPT male electrical connection.

Accuracy shall be +/- 1.5%. Diaphragm shall be 17-4PH stainless steel and case shall be 304 stainless steel. Transducer shall be NSF-61 compliant. Manufactured by Goulds, HO Trerice or equal.

E. Enclosures- DCP enclosure shall be NEMA-3R fiberglass shall be manufactured by Allied Molded, Hoffman or equal.

VFDs shall be NEMA-1 as provided by the drive manufacturer with remote mounted keypads located in DCP.

F. ON-Off Switches each pump shall be equipped with switches. Switches shall be Square-D model ZB5 Series or equal.

G. Pump Disconnects- provide one (1) properly sized fused disconnect per pump shall be ABB OT or equal. Provide one set of spare fuses per pump.

H. Main Circuit Breaker- shall be properly sized for pump station load and shall be Square-D QOU or equal.

I. Branch Circuit Breakers- Shall be properly sized for load and shall be Square-D QOU or equal. At a minimum the DCP shall be equipped with:

i. One (1) Duplex GFI outlet

ii. One (1) Enclosure heater circuit

iii. One (1) Enclosure blower/vent fan circuit

iv. One (1) Spare

J. Lightning Arrestor- Pump station shall be equipped with one (1) properly sized lightning arrestor on the feed power.

Shall be Square D SDS or equal.

K. Switches- Convenience switches shall be Square-D model ZB5 series or equal L. Pump Run Lights- DCP shall be equipped with one (1) green run light per pump. Shall be Square D ZB5 series or equal.

M. Pump Fault Lights- DCP shall be equipped with one (1) red pump fault light per pump. Shall be Square D ZB5 series or equal.

N. Common Alarm Light- DCP shall be equipped with one (1) red common fault light. Shall be Square D ZB5 series or equal O. Main Power Distribution Block- DCP shall be equipped with a properly sized incoming power distribution block. Shall be Bussmann, Square D or equal.

P. Control Transformer- On applications needing step-down transformer it shall be supplied and mounted on the control panel hoop. Transformer shall be properly sized for load and shall be UL-listed UL-3R enclosure with 180-degree C insulation system with 115-degree C rise. Shall be of the encapsulated design. Manufactured by Hubbell-Acme Electric or equal

Q. Grounding lugs- Booster pump system shall be provided with two grounding lugs. One shall be located in the DCP with a secondary lug located on the baseplate. Lugs shall be manufacturer standard

R. Conduit- All conduit shall be of the flexible liquid-tight type or PVC NEC approved as manufactured by Grainger, Hubbell or equal

S. All electrical wiring shall be per NEC-70

1.9 BASEPLATE, PIPE, VALVES & FITTINGS

Baseplate- shall be computer aided designed (CAD) and manufactured of a minimum of 4” channel steel which shall meet or exceed A-36 requirements. The design of all members shall be in accordance with AISC Steel construction Manual (13th edition).

Pump, piping, valves, electrical components shall be securely attached to the baseplate. Four lifting lugs shall be securely mounted to the frame to allow for movement of the system as one unit. Complete package shall be certified under UL-QCZJ.

Field assembled or component build units in the field shall not be allowed or accepted.

A. Pipe & Spools- Shall be 304 Stainless steel and shall conform to NSF-61 B. Fittings- 2-1/2” and smaller shall be NSF-61 compliant sanitary clamp stainless steel or bronze. For 3” and larger all mainline pipe fittings shall be cement lined ductile iron conforming to ASTM A536 and ANSI/AWWA C104/A21.4.

Shall be rated for 250psi.

C. Suction & Discharge Headers- for 2-1/2” and smaller shall be sanitary clamp stainless-steel NSF-61 compliant. For 3” and larger headers shall be 304 stainless steel or cement lined ductile iron and shall be NSF-61 compliant. Flanges shall be ANSI class 150/300 raised or flat face flanged. Rating & Size shall be determined by discharge pressure as indicated in 1.2 above.

D. Isolation Valves- All valves shall be NSF-61 compliant. Isolation valves 2-1/2” and smaller shall be ball valves and shall be manufacturers choice. Isolation valves 3” and larger shall be capable of drop tight service to 250psig. 3” and larger valves shall be full rated for bi-directional dead-end service and at a minimum these shall be equipped as:

i. Valve body shall be cast iron ASTM A126 Class B wafer lug style drilled and tapped for class 150 flanges.

ii. Body shall have integrally cast top plate for direct flush mounting of a manual actuator.

iii. Seat shall be molded in isolating body, steam and journal from water flow. Seat shall be EPDM.

iv. Disc shall be 304 stainless steel with polished edges.

v. Valve stem shall be one piece 416 stainless steel

vi. Upper and Lower stem bearing shall be bronze

FACILITY PACKAGED SEWAGE PUMPING STATIONS 221343 - 5

vii. Valve shall be Del-Val or equal E. Pressure Gauges- NSF-61 compliant suction and discharge pressure gauges shall be provided. Gauges shall have a 4” minimum diameter face. Gauges shall have ¼” NPT connections located at the bottom of the gauge. Suction gauge shall be in 10psi intervals with graduation marks every 1psi. Discharge gauges shall be in 20psi intervals with graduation marks every 2psi.

F. Check Valves- for 2-1/2” and smaller shall be stainless, bronze or iron NSF-61 compliant check valves with spring assisted seat. Swing check valves are not acceptable. 2-1/2” and smaller valves shall be manufacturer standard. For 3” and larger mainline piping shall be supplied with either a wafer style or a globe style check valve that is NSF-61 compliant with ASTM A126 Class B cast iron bodies and ASTM B584/B148 bronze and shall be manufactured by Val- Matic or equal.

G. (Optional) Pressure Tank- System shall be provided Hydro-Pneumatic expansion tank as indicated on the drawing.

Shall be field chargeable with replaceable bladder and pressure tank sized for a minimum +/- 10% of single pump flow with a max working pressure of 150PSI. Shall be Amtrol or American Wheatley.

H. Painting- Painting of baseplate, pipe, valves & fittings (where needed) shall be Clay-Greene Blue. Surfaces receiving paint shall be sandblasted to a bright metal appearance per SSPC-SP6 and shall include the removal of all rust, mill scale and other foreign materials. Painting operation shall take place immediately after surface preparation. Paint shall be a two-part high solids self-priming epoxy suitable for marine applications shall be PPG Amerlok-2 or equal. A minimum of two-coats shall be applied for a final 6-12mil dry thickness.

I. Name Plates- Package Booster Pump system shall receive a stamped aluminum nameplate with serial number and contact information. Nameplate shall be located on the front of DCP and shall be in high visibility green over silver.

1.11 ENGINEERING DRAWINGS & TESTING

At a minimum package pump station shall be complete with the following documentation

A. General Arrangement Drawings- manufacture shall be responsible for one (1) pre-submittal drawing, one (1) submittal drawing and one (1) revision of drawing at no additional charge to the owner. Drawings must be digital rendered in solidworks or equal.

B. Electrical- one lines and Distribution Control Panel (DCP) control narrative shall be submitted. Manufacture shall be responsible for one (1) pre-submittal drawing, one (1) submittal drawing and one (1) revision of drawing at no additional charge to the owner. Drawings must be digital.

C. Performance Testing- Each pump shall have a factory certified (non-witness) test curve.

D. Package Testing- package system shall have (non-witness) certified hydrostatic test of completed system .

E. Lifting Plan- One (1) Standard lifting plan (drawing).

F. Quality Control- Manufacturer shall comply with their standard quality control documentation.

G. Manufacturer shall provide a minimum of two (2) days of start-up and training H. Thirty (30) month warranty from date of shipment.

END OF SECTION

SHEET

DRAWN:

CHECKED:

JOB # 2354

DATE:

NO.: 670-CB59-CO52-01

PARKS - CO - CAMPGROUNDS EAST

OLIVE HILL, KENTUCKY

344 CAVELAND DRIVE

CARTER CAVES CAMPGROUND

1204 Winchester Rd Suite 200

Lexington, KY 40505 t: 859.303.5708 www.n3dgroup.com

Newman Nieman Daukas

CONSULTING ENGINEERS

NOT TO SCALE

ELECTRICAL SERVICE ELEVATION

1'-0"

MINIMUM

FINISHED GRADE

6" M

IN

2' -0

M

IN30

PLACE CROWN ON

CONCRETE SO AS

NOT TO HOLD WATER

WP

GFI

GRS CONDUIT ABOVE

GRADE. BOND PER NEC (TYP)

SCH. 80 PVC

90'S (TYP)

ALL ABOVE GRADE CONDUIT

SHALL BE THREADED

GALVANIZED RIGID STEEL (TYP)

GROUND

ROD SYSTEM,

PER N.E.C.

#2 GEC

IN 1"C

GALVANIZED STRUT

CROSS SUPPORTS (TYP)

2" MINIMUM RIGID

GALVANIZED PIPES (TYP)

PANEL

120/240V; 1P,3W

400A

NEMA 3R

OH SERVICE

CONDUIT AND WEATHER HEAD FOR

SERVICE AND METERING CABLES.

CONTRACTOR SHALL PROVIDE

CONDUIT UP POLE, STANDOFFS,

WEATHER HEAD, AND MINIMUM 15 FT

OF CONDUCTORS FROM WEATHER

HEAD. UTILITY SHALL PROVIDE POLE,

O.H CONDUCTORS, AND FINAL

CONNECTIONS.

DIRECT

BURIAL CABLE

TO CAMPSITE

PEDESTALS

CAP OR FILL WITH

CONCRETE

12/9/2024

Ae1.1

STAFF

STAFF

REVISIONS TO SHEET EU101; NOT TO SCALE

AutoCAD SHX Text ADe1.1.dwg

CHECKED:

JOB # 2354

DATE:

NO.: 670-CB59-CO52-01

PARKS - CO - CAMPGROUNDS EAST

OLIVE HILL, KENTUCKY

344 CAVELAND DRIVE

CARTER CAVES CAMPGROUND

1204 Winchester Rd Suite 200

Lexington, KY 40505 t: 859.303.5708 www.n3dgroup.com

Newman Nieman Daukas

CONSULTING ENGINEERS

12/9/2024

Ae1.2

STAFF

STAFF

REVISIONS TO SHEET EU101; NOT TO SCALE

HEX HEAD BOLT WITH WASHER

EXTENSIONBASE

COVER

4" MOUSEHOLES (4)

1" DEEP (MIN.).

GRAVEL BASE

1/2" X 4" PULL SLOT

3/8" STAINLESS STEEL

SKID RESISTANT

SURFACE

KNOCKOUTS (6)

NOT TO SCALE

TYPICAL HANDHOLE DETAIL

SERVICE

TYPE

BOX SHALL BE "PG" STYLE BY QUAZITE OR EQUIVALENT.

BOX SHALL BE RATED FOR DRIVEWAY, PARKING LOT AND

OFF-ROADWAY APPLICATIONS SUBJECT TO OCCASIONAL

NON-DELIBERATE HEAVY VEHICULAR TRAFFIC (ANSI TIER

15).

UNLESS NOTED OTHERWISE, PULL BOX SIZE SHALL BE

DETERMINED BY NEC ARTICLE 314.28.

ADe1.2.dwg

CHECKED:

JOB # 2354

DATE:

NO.: 670-CB59-CO52-01

PARKS - CO - CAMPGROUNDS EAST

OLIVE HILL, KENTUCKY

344 CAVELAND DRIVE

CARTER CAVES CAMPGROUND

1204 Winchester Rd Suite 200

Lexington, KY 40505 t: 859.303.5708 www.n3dgroup.com

Newman Nieman Daukas

CONSULTING ENGINEERS

12/9/2024

Ae1.3

STAFF

STAFF

REVISIONS TO SHEET E101; NOT TO SCALE

CONCRETE CAP

EMT TO NEXT BOXEMT TO NEXT BOX JUNCTION BOX

LIGHT FIXTURE LED DRIVER

MC CABLE

MANUFACTURER WIRING

BOX INSTALLED ABOVE LIGHT

FIXTURE TO BE "ACCESSIBLE"

BEADBOARD CEILING

RECESSED LIGHT FIXTURE INSTALLATION DETAIL

ADe1.3.dwg

W

AT

WAT

WAT

WATWAT

WAT

WAT

WAT WAT

WAT

WAT

WAT

WAT

WAT WAT

WAT

WAT

WAT

WAT

W

AT

W

AT

W

AT

W

AT

W

AT

W

AT

W

AT

W

AT

W

AT

WAT

W

AT

W

AT

W

AT

W

AT

W

AT

W

AT

WAT

WAT

WAT

W

AT

W

AT

W

AT

WAT

WAT

WAT

W

AT

W

AT

WAT

WAT

WATWAT

W

AT

W

AT

W A

T

W

AT

W

AT

WAT WAT

W

AT

W

AT

W

AT

W

AT

W

AT

W

AT

W

AT

WAT WAT

W

AT

WAT

WAT

W

AT

W A

T

WATWAT

WAT

WAT

WAT

WAT

WAT

W

AT

W A

T

W

AT

W

AT

W

AT

WAT

WAT

W

AT

W A

T

WAT

WAT

WAT

W

AT

WAT

WAT

W

AT

W

AT

WAT

WAT

WAT

W

AT

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SS

S S

S S

SS

SS

SS

SS

SS

MATC

HLIN

E - ( C) E

AST P

LA

NS

MATC

HLIN

E - ( B) C

ENTR

AL P

LA

NS

MATCHLINE - LAYOUT ENLARGEMENT E/L407MATCHLINE - LAYOUT ENLARGEMENT E/L407

MATCHLINE - LAYOUT ENLARGEMENT D/L406

M A

TC

H

LI

N

E

LA

Y

O U

T E

N

LA

R G

E M

E N

T C

/L

M A

TC

H

LI

N

E

LA

Y

O U

T E

N

LA

R G

E M

E N

T D

/L

M A

TC

H

LI

N

E

LA

Y

O U

T E

N

LA

R G

E M

E N

T D

/L

M A

TC

H

LI

N

E

LA

Y

O U

T E

N

LA

R G

E M

E N

T F/

L4

MATCHLINE - LAYOUT ENLARGEMENT D/L406 MATCHLINE - LAYOUT ENLARGEMENT F/L408

MATC

HLIN

E - ( C) E

AST P

LA

NS

MATC

HLIN

E - ( B) C

ENTR

AL P

LA

NS

ONLY

O N

LY

ONLY

ONLY

55A

14 17

WATER

FOUNTAIN SD

(ex)

SS

(e x)

SS

(e x)

SS

(e x)

SS

(e x)

SS(ex) SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex) SS(ex) SS(ex) SS(ex)

SS(ex) SS(ex)

SS(ex) SS(ex)

SS(ex)

SS

(e x)

SS

(e x)

SS(ex) SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS(ex)

SS

(e x)

SS

(e x)

SD

(e x)

SD

(e x)

SS(ex) SS(ex)

SS(ex)

5" PVC CAP

CO

3" PVC

CO

5" PVCCAP

SW

ING

T

X

X

D U

M

PSTER

X

TRASH CAN

CO

T

T

S D

(ex)

CO

OHE(ex) OHE(ex)

OHE(ex)

OHE(ex) OHE(ex)

OHE(ex) OHE(ex)

OHE(ex) OHE(ex)

OHE(ex) OHE(ex)

OHE(ex) OHE(ex)

OHE(ex) OHE(ex)

OHE(ex) OHE(ex) OHE(ex) OHE(ex) OHE(ex) OHE(ex) OHE(ex)

OHE(ex)

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

OHE(ex) OHE(ex)

OHE(ex) OHE(ex)

OHE(ex) OHE(ex)

OHE(ex) OHE(ex)

OHE(ex

OHE(ex

O H

E( ex

O H

E( ex

O H

E( ex

O H

E( ex

2" CONDUIT

2" CONDUIT

2" CONDUIT

O HE(ex)

O HE(ex)

O H

E(ex)

O H

E( ex

O HE(ex)

O HE(ex)

O HE(ex)

O HE(ex)

O HE(ex)

O HE(ex)

O HE(ex)

O HE(ex)

O HE(ex)

O HE(ex)

6" PVC

3" PVCTERMINATION

POINT UNKNOWN

SILTED INV:1025.90

15" C M

P

SILTED INV:1023.92

INV: 1020.94

INV: 1020.82

DBIRIM: 1023.15SILTED INV:

1021.74

15" CMP

INV: 1015.33

INV: 1016.31

" C

M P

INV: 1001.11

SILTED INV:

1006.44

18" R C

P

" R

CP

INV: 1018.28

FFE:1030.60'

TOP OF BULDING:1041.86'

TOP OF BULDING:1037.53'FFE:1025.46'

MHSSRIM: 1030.06

INV: 1024.01

MHSSRIM: 1026.51

INV: 1022.39

MHSSRIM: 1026.55

INV: 1022.75

MHSSRIM: 1026.31

INV: 1022.11

MHSSRIM: 1023.42

INV: 1015.20

INV: 1016.31

INV: 1015.58

MHSSRIM: 1026.91

INV: 1022.39

MHSSRIM: 1024.13

INV: 1020.75

INV: 1021.04

MHSSRIM: 1030.12

INV: 1025.01

5" PVCCAP

5" PVCCAP

PARCEL ID: 050-00-00-001.00

COMMONWEALTH

OF KENTUCKY

DB 72 PG 209

MHSSRIM: 1026.55

INV: 1022.22

LO

D

G E

R O

A D

(S

EE

G

EN

. N O

TE

9)

CAMPGROUND DRIVE

(SEE GEN. NOTE #9)

SILTED INV:1027.12

OHT(ex) OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex) OHT(ex) OHT(ex) OHT(ex) OHT(ex) OHT(ex) OHT(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

O H

T(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex) OHT(ex)

OHT(ex)

OHT(

ex

OHT(

ex

OHT(

ex

10261026

1026 1026

10221022

1016 1016

1015 1015

1010 1010

10101009 1009 1009

10071007

8" SDR 35 PVC

8" SD

R

35 PVC

8" SD

R

35 PVC

8" S

D R

PV

C

8" SDR 35PVC STUB

8" SDR 35 PVC

8" SDR 35 PVC

8" SDR 35 PVC

29 10

BATHHOUSE

A-2,4

A-1,3

B-14,16

D-1,3

C-10,12

C-9,11

C-6,8

C-5,7

C-2,4

C-1,3

D-2,4D-5,7

D-6,8

D-9,11

D-13,15

D-10,12

G-1,3

D-14,16

G-2,4

G-5,7

G-6,8

G-9,11

F-1,3

F-2,4

F-5,7

F-6,8

F-9,11

F-10,12

F-13,15

E-1,3 E-10,12

E-9,11

E-2,4

E-5,7

E-6,8

PANEL-D

PANEL-C

PANEL-E

PANEL-F

PANEL-G

TYP

TYP

TYP

TYP

TYP

TYP

TYP

2 3

TYP

TYP

TYP

TYP

TYP

TYP

EXISTING PUMP

STATION BUILDING

EXISTING BATHHOUSE

© COPY RIGHT NOTICE: THIS DOCUMENT IS PROPERTY OF N3D GROUP AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN CONSENT.

D e c

:5 a m

B y:

w o rk st a ti o n

DRAWING NO.

AS BUILT DATE

DECA LOG #

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

PARKS - CO - CAMPGROUNDS EAST

CARTER CAVE CAMPGROUND

ACCOUNT NO.

670-CB59-CO53-00

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

A & E FILE NO.

DRAWING INFORMATION

DRAWING DATE

DRAWN BY

CHECKED BY

PHASE

RTA DATE

11/4/2024

RTA

3150 HWY 2227

Somerset, KY 42503 t: 606.219.6369 www.n3dgroup.com

Newman Nieman Daukas

AFH

SITE ELECTRICAL UTILITY PLAN - AREA C

EU102STAFF

SITE ELECTRICAL UTILITIES PLAN - AREA C

SCALE: 1" = 30'-0"

SHEET NOTES:

PROVIDE NEW ELECTRICAL PEDESTAL AND

CONCRETE PAD AT EACH CAMPSITE INDICATED.

REFER TO DETAIL AND SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS. REFER TO DETAIL ON

SHEET C1.0 FOR TYPICAL PEDESTAL LOCATIONS.

PROVIDE NEW ELECTRICAL PANEL, SERVICE

ENTRANCE, AND GROUNDING SYSTEM.

PROVIDE 2 SETS OF 3#250(AL) IN 2" CONDUIT EACH

TO UTILITY TRANSFORMER AS SERVICE ENTRANCE.

REFER TO DETAIL THIS SHEET FOR ADDITIONAL

REQUIREMENTS.

POWER COMPANY TO PROVIDE NEW POLE,

TRANSFORMER, AND OVERHEAD PRIMARY AS

REQUIRED TO EXTEND TO LOCATIONS INDICATED.

COORDINATE WITH GRAYSON RECC.

PROVIDE NEW CIRCUIT UNDERGROUND. REFER TO

PANEL SCHEDULE FOR CIRCUIT REQUIREMENTS.

REFER TO TRENCH DETAIL FOR ADDITIONAL

REQUIREMENTS.

PROVIDE 4" CONDUIT SLEEVES UNDER ROADWAY.

BORE OR TRENCH AND PATCH PAVEMENT AS

REQUIRED. REFER TO TRENCHING DETAIL FOR

ADDITIONAL REQUIREMENTS.

EXISTING SERVICE FEEDING BUILDING SHALL

REMAIN.

REFER TO ENLARGED PLAN FOR SCOPE IN PUMP

STATION BUILDING.

0 30' 60'

PUMP STATION BUILDING

ELECTRICAL DEMOLITION PLAN

NOT TO SCALE

PUMP STATION BUILDING

ELECTRICAL PLAN

NOT TO SCALE

EXISTING

PANEL-A

EXISTING

PANEL-B

EXISTING

TOSHIBA

CONTROL

PANEL

EXISTING PANEL-A

(HIGH LEG B-PHASE)

EXISTING

PANEL-B

M

EXISTING

MOTOR

STARTER

REMOVE EXISTING

CONDUIT, CONDUCTORS,

AND EQUIPMENT

RELATED TO EXISTING

PUMP AND CONTROLS

M M

J

NEW PUMP SKID PACKAGE -

REFER TO CIVIL PLANS

PROVIDE 20A/1P CIRCUIT

BREAKER IN EXISTING

PANEL. PANEL IS SQ. D

QO LOAD CENTER

PROVIDE 3#12, 1#12

GND., 3/4" CONDUIT

PROVIDE TWO 20A/3P, ONE

30A/2P CIRCUIT BREAKERS

IN EXISTING PANEL. PANEL

IS SQ. D QO LOAD CENTER.

PROVIDE 2#12, 1#12

GND., 3/4" CONDUIT

PNL-A PNL-A

PNL-B

PROVIDE 3#12, 1#12

GND., 3/4" CONDUIT

PROVIDE NEW PTAC UNIT - FRIEDRICH

PZE15K5SC OR EQUIVALENT

PNL-A

6-30R

PROVIDE 2#10, 1#10

GND., 3/4" CONDUIT

ADD.#1

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AARON F.

AutoCAD SHX Text

HALL

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Carter Caves Addendum 001 (1).pdf