CLARKSVILLE POLICE PRECINCT DISTRICT 3 ADDENDUM NUMBER THREE CLARKSVILLE, TENNESSEE April 06, 2020 _______________________________________________________________________

ADDENDUM NUMBER THREE – PAGE 1 of 3

TO: All Bidders of Record

This ADDENDUM NUMBER THREE forms part of the Contract Documents and modifies the original Bidding Documents dated February 24, 2020.

GENERAL:

1. The Construction Documents have beenreviewed by Montgomery County Building and Codes Department and are approved forconstruction. All associated permitting fees are the responsibility of the General Contractor.

2. The Architect received a call from Subcontractors asking questions related to the Generatorand Carpeting. On both occasions it was apparent that he was not bidding with a full set ofdocuments and he acknowledged that was the case. He said that he had received hisdocuments from an electrical contractor.

We reiterate what is included in the Construction Documents and the information shared atthe Pre-construction Conference. All parties shall bid and construct the project with fullset of documents. The Owner and the Architect shall not be held responsible forinsufficient Bids, incomplete work or workmanship because the Bidder did not have acomplete set of Contract Documents from which to prepare the bid.

PROJECT MANUAL:

1. Specification Section 00 00 03 Table of Contents: See attached section which provides thelatest revision update references.

2. Specification Section 08 71 00 Door Hardware: Part 2, Article 2.01 Acceptable Manufacturersparagraphs E.1 and F.1: Add Hager as an acceptable manufacturer contingent uponcompliance with the Project Specifications.

3. Specification Section 09 67 00 Athletic Flooring: Part 2, Article 2.01 Manufacturer: AddAction Floor Systems as an acceptable manufacturer contingent upon compliance withthe Project Specifications.

4. Specification Section 26 32 13 Engine Generators: See attached section which clarifiesthe enclosure.

DRAWINGS:

1. Drawing G1.01Drawing Index: See attached drawing which identifies revised drawings.

2. Drawing C3.00 Utility Layout Plan: See attached drawing which revises domestic waterservice to a 3” meter and 3” waterline.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ADDENDUM NUMBER THREE CLARKSVILLE, TENNESSEE April 06, 2020 _______________________________________________________________________

ADDENDUM NUMBER THREE – PAGE 2 of 3

3. Drawing D.3 Standard Detail: See attached drawing which revises Asphalt Mix

4. Drawing D.4 Standard Detail: See attached drawing which revises CGW Meter setup.

5. Drawing A1.51 Roof Plan: See attached drawing which removes the condensate lines fromthe roof; see M1.00 and M2.01 for additional information.

This revision also removes Note 7 - related to lighting protection; there is no requirement forlightning protection on this project.

6. Drawing M1.00 HVAC - Roof Plan: See attached drawing which revises the Roof Top Unitscondensate drainage line layout.

7. Drawing M2.01 HVAC – Piping Plan: See attached drawing which revises the Roof Top Unitscondensate drainage layout.

8. Drawing E4.03 Electrical Panel Schedules: See attached drawing which revises the panelschedule for EQ to show breaker and feeder for Generator Service Panel.

9. Drawing T0.00 Telecommunications Legend: See attached drawing which revises CB 2-E tobe an analog device.

OTHER CLARIFICATIONS:

1. Question: I have to ask if there will be anything in place in the Contract to address possible substantial delays or material price increases as a result of the COVID-19 pandemic. We foresee a good possibility of price increases. Will that burden be on the contractor or will the owner assist in such circumstances?Response: The General Conditions of the contract address such circumstances. Additional time request will be reviewed on a case by case basis and will not be unreasonably withheld. Price increases will not be considered.

2. Question: On the Code Blue box, do you want it to go to the reception phone, or 911? (Or both depending on the time).Response: 911. See Drawing T0.00 for additional revision information.

3. Question: Will the change in board layers type (Addendum 2, #5) effect the STC rating they are calling for on the original plans?Response: We understand there may be some effect on the STC rating by adding the layer of Hi-impact gypsum board on top of one layer of regular gypsum board, but the main goal of increasing the security level of the wall is more important here, so that is achieved.

4. Question: On drawing T1.01 it does not state what size speed sleeve to use at each location. Any help on finding this answer? They list 2 sizes in the detail drawing but also show 3 sleeves?Response: Please refer to Keynote 1 on sheet T1.01. It is left to the contractor to determine what is needed at each location. The detail is diagrammatic and reflects the way sleeves shall be installed if there are more than 2 sleeves needed at any 1 location.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ADDENDUM NUMBER THREE CLARKSVILLE, TENNESSEE April 06, 2020 _______________________________________________________________________

ADDENDUM NUMBER THREE – PAGE 3 of 3

ATTACHMENTS:

Specification Section 00 00 03 Table of Contents, (7) 8 ½ x 11 pages

Specification Section 26 32 13 Engine Generators, (8) 8 ½ x 11 pages.

Drawing G1.01 Drawing Index, (1) 24” x 36” sheet.

Drawing C3.00 Utility Layout Plan, (1) 24” x 36” sheet.

Drawing D.3 Standard Detail, (1) 24” x 36” sheet.

Drawing D.4 Standard Detail, (1) 24” x 36” sheet.

Drawing A1.51 Roof Plan, (1) 24” x 36” sheet.

Drawing M1.00 HVAC - Roof Plan, (1) 24” x 36” sheet.

Drawing M2.01 HVAC - Piping Plan, (1) 24” x 36” sheet.

Drawing E4.03 HVAC - Piping Plan, (1) 24” x 36” sheet.

Drawing T0.00 Telecommunications Legend, (1) 24” x 36” sheet.

END OF ADDENDUM

CLARKSVILLE POLICE PRECINCT DISTRICT 3 TABLE OF CONTENTS CLARKSVILLE, TENNESSEE 00 00 03

00 00 03- 1

SECTION – 00 00 03 TABLE OF CONTENTS (Addendum 3 – 04/06/2020) *See Addendum 2 for City of Clarksville Bid Submission Statement

VOLUME ONE

DIVISION 0 – PROCUREMENT AND CONTRACT REQUIREMENTS

00 00 03 TABLE OF CONTENTS (Revised in its entirety per Addendum 3) 00 02 00 INVITATION TO BID 00 10 00 INSTRUCTIONS TO BIDDERS (See Addendum 2) 00 22 00 GEOTECHNICAL DATA 00 30 00 BID FORM 00 30 01 CITY OF CLARKSVILLE PROCUREMENT AND CONTRACT REQUIREMENTS

A. CONTRACTOR LICENSE INFORMATION FORM (bid envelope cover) B. DRUG FREE WORKPLACE AFFIDAVIT C. ATTESTATION OF ILLEGAL ALIENS FORM D. IRAN DIVESTMENT ACT CERTIFICATION E. CITY OF CLARKSVILLE’S CONTRACTOR’S SAFETY PROGRAM F. CONFLICT OF INTEREST FORM G. CONTRACTORS AND VENDOR INSURANCE REQUIREMENTS H. STATEMENT OF NO BID/PROPOSAL

00 34 00 UNIT PRICES 00 34 11 LIST OF PROPOSED SUBCONTRACTORS 00 34 12 LIST OF PROPOSED MATERIALS AND EQUIPMENT 00 50 00 AGREEMENT FORMS 00 60 00 CONTRACT BONDS 00 70 00 GENERAL CONDITIONS 00 71 00 SUPPLEMENTARY CONDITIONS (Revised in its entirety per Addendum 2)

DIVISION 1 GENERAL CONSTRUCTION CONTRACT REQUIREMENTS

01 01 10 SUMMARY OF THE WORK 01 02 00 ALLOWANCES 01 02 60 SCHEDULE OF VALUES 01 02 70 PAYMENT PROCEDURES 01 03 50 MODIFICATION PROCEDURES 01 04 00 PROJECT COORDINATION

CLARKSVILLE POLICE PRECINCT DISTRICT 3 TABLE OF CONTENTS CLARKSVILLE, TENNESSEE 00 00 03

00 00 03- 2

01 05 00 FIELD ENGINEERING 01 05 10 FIELD ENGINEERING AS-BUILT CERTIFICATION 01 06 00 REGULATORY REQUIREMENTS 01 06 10 U.L. WALL ASSEMBLIES 01 06 15 ENERGY CODE CERTIFICATIONS OF COMPLIANCE 01 09 50 REFERENCE STANDARDS 01 20 00 PROJECT MEETINGS 01 23 00 ALTERNATES 01 26 20 WEATHER DELAYS 01 26 25 WEATHER DELAY REPORT 01 31 00 PROGRESS SCHEDULES 01 34 00 SUBMITTALS 01 34 01 SUBMITTAL TRANSMITTAL FORM 01 39 00 ADMINISTRATIVE LOGS 01 41 00 TESTING LABORATORY SERVICES 01 50 00 TEMPORARY FACILITIES 01 51 00 TERMITE CONTROL TREATMENT 01 63 10 PRODUCTS AND SUBSTITUTIONS 01 70 00 CONTRACT CLOSE OUT 01 71 00 FINAL CLEANING 01 72 06 PROJECT RECORD DOCUMENTS 01 72 16 RECORD DRAWING CHECKLIST 01 78 23 OPERATION AND MAINTENANCE DATA 01 79 21 DEMONSTRATION AND TRAINING

FACILITY CONSTRUCTION DIVISION 02 – EXISTING CONDITIONS DIVISION 03 CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE 03 35 45 SPECIAL CONCRETE FLOOR FINISHES

DIVISION 04 MASONRY

04 20 00 UNIT MASONRY

CLARKSVILLE POLICE PRECINCT DISTRICT 3 TABLE OF CONTENTS CLARKSVILLE, TENNESSEE 00 00 03

00 00 03- 3

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL 05 22 00 STEEL JOISTS 05 31 00 STEEL DECK 05 40 00 COLD-FORMED METAL FRAMING 05 50 00 METAL FABRICATIONS 05 51 13 METAL LADDER

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY 06 16 43 WALL SHEATHING 06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 21 00 INSULATION 07 21 13 COATED-GLASS-FACED FOAM PLASTIC INSULATION BOARD 07 27 26 FLUID APPLIED MEMBRANE AIR BARRIERS 07 42 13 COMPOSITE METAL PANELS 07 53 23 EPDM ROOFING SYSTEM (See Addendum 2) 07 62 00 SHEET METAL FLASHING AND TRIM 07 84 13 PENETRATION FIRESTOPPING 07 92 00 JOINT SEALANTS

DIVISION 08 OPENINGS

08 11 13 METAL DOORS AND FRAMES 08 14 16 FLUSH WOOD DOORS 08 14 79 BULLET RESISTANT WOOD DOORS (See Addendum 2) 08 41 13 ALUMINUM STOREFRONTS (See Addendum 2) 08 56 67 BULLET RESISTANT STEEL TRANSACTION WINDOW (See Addendum 2) 08 56 71 BULLET RESISTANT STEEL WINDOW 08 71 00 DOOR HARDWARE (See Addendum 2) / (See Addendum 3) 08 81 00 GLAZING

CLARKSVILLE POLICE PRECINCT DISTRICT 3 TABLE OF CONTENTS CLARKSVILLE, TENNESSEE 00 00 03

00 00 03- 4

DIVISION 09 FINISHES

09 29 00 GYPSUM BOARD 09 51 13 ACOUSTICAL PANEL CEILINGS 09 65 13 RESILIENT BASE & ACCESSORIES 09 67 00 ATHLETIC FLOORING (See Addendum 3) 09 68 00 CARPET TILES 09 81 13 ACOUSTIC BOARD INSULATION 09 91 00 PAINTING 09 97 23 CONCRETE SEALERS

DIVISION 10 – SPECIALTIES

10 14 00 SIGNAGE 10 21 13 TOILET PARTITIONS 10 26 41 BULLET RESISTANT FIBERGLASS SHEET 10 28 13 TOILET ACCESSORIES 10 43 13 EMERGENCY AID DEVICES 10 44 00 FIRE EXTINGUISHERS 10 50 50 METAL LOCKERS (See Addendum 2) 10 55 00 POSTAL SPECIALTIES 10 75 16 GROUND-SET FLAGPOLES

DIVISION 11 – EQUIPMENT DIVISION 12 – FURNISHINGS

12 32 16 MANUFACTURED CASEWORK (See Addendum 2) 12 49 20 MANUAL ROLLER SHADES

DIVISION 13 – SPECIAL CONSTRUCTION DIVISION 14 – CONVEYING EQUIPMENT See Volume Two for Divisions 21 - 33

CLARKSVILLE POLICE PRECINCT DISTRICT 3 TABLE OF CONTENTS CLARKSVILLE, TENNESSEE 00 00 03

00 00 03- 5

VOLUME TWO

DIVISION 21 – FIRE SUPPRESSION

21 01 00 FIRE PROTECTION GENERAL PROVISIONS 21 11 19 FIRE DEPARTMENT CONNECTION 21 13 13 AUTOMATIC SPRINKLER SYSTEMS

DIVISION 22 – PLUMBING 22 01 00 PLUMBING GENERAL PROVISIONS 22 07 19 PLUMBING INSULATION 22 11 16 DOMESTIC WATER PIPING AND VALVES 22 11 23 DOMESTIC WATER PUMPS 22 13 16 SANITARY WASTE AND VENT PIPING 22 13 19 SANITARY WASTE PIPING SPECIALTIES 22 14 16 RAINWATER LEADERS 22 15 13 GENERAL SERVICE NATURAL GAS PIPING AND VALVES 22 33 30 RESIDENTIAL, STORAGE ELECTRIC DOMESTIC WATER HEATERS 22 42 13 COMMERCIAL PLUMBING FIXTURES

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 01 00 GENERAL PROVISIONS OF HVAC SYSTEMS 23 05 48 VIBRATION ISOLATION 23 05 49 BASIC MATERIALS AND METHODS FOR HVAC 23 05 93 TESTING, ADJUSTING, AND BALANCING 23 07 10 INSULATION 23 09 23 HVAC CONTROLS 23 09 33 CONTROLS ELECTRONIC 23 09 35 CONTROLS ELECTRIC 23 23 00 REFRIGERANT PIPING SYSTEM 23 31 10 SHEET METAL DUCTWORK LOW PRESSURE 23 31 11 SHEET METAL DUCTWORK MEDIUM PRESSURE 23 33 10 SHEET METAL SPECIALTIES 23 34 10 CENTRIFUGAL FANS 23 34 20 CENTRIFUGAL EXHAUST FANS 23 74 13 ROOFTOP AIR HANDLING UNIT 23 81 26 SPLIT SYSTEM A/C UNITS 23 82 39 UNIT HEATERS

CLARKSVILLE POLICE PRECINCT DISTRICT 3 TABLE OF CONTENTS CLARKSVILLE, TENNESSEE 00 00 03

00 00 03- 6

23 82 40 ELECTRIC HEATERS

DIVISION 26 – ELECTRICAL

26 01 00 GENERAL PROVISIONS FOR ELECTRICAL SYSTEMS 26 05 19 CONDUCTORS 600 VOLT AND BELOW 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 29 SUPPORTING DEVICES AND HANGERS 26 05 34 RACEWAYS AND CONDUIT SYSTEMS 26 05 37 OUTLET BOXES 26 05 38 PULL AND JUNCTION BOXES 26 05 45 PAD TRANSFORMER ELECTRIC SERVICE 26 24 16 PANELBOARDS 26 24 18 TEMPORARY GENERATOR QUICK CONNECTION SWITCHBOARD 26 27 26 WIRING DEVICES 26 28 18 SAFETY SWITCHES 26 29 13 INDIVIDUAL STARTERS AND CONTROLS 26 32 13 ENGINE GENERATORS (Revised in its entirety per Addendum 3) 26 36 00 AUTOMATIC TRANSFER SWITCH 26 41 13 LIGHTNING PROTECTION 26 43 00 SURGE PROTECTIVE DEVICES 26 51 00 INTERIOR LIGHTING AND LAMPS 26 56 00 EXTERIOR LIGHTING AND LAMPS

DIVISION 27 – COMMUNICATIONS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS 27 05 28 FIRESTOPPING FOR COMMUNICATIONS 27 15 00 STRUCTURED VOICE AND DATA CABLING INFRASTRUCTURE (See

Addendum 2) 27 37 00 LOW VOLTAGE ROUGH IN SPECIFICATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 13 00 ACCESS CONTROL SYSTEM 28 23 00 VIDEO SURVEILLANCE 28 31 00 FIRE ALARM SYSTEM

CLARKSVILLE POLICE PRECINCT DISTRICT 3 TABLE OF CONTENTS CLARKSVILLE, TENNESSEE 00 00 03

00 00 03- 7

SITE AND INFRASTRUCTURE

DIVISION 31 – EARTHWORK 31 00 00 EARTHWORK

31 10 00 SITE CLEARING 31 23 13 SUBGRADE PREPARATION 31 23 19 DEWATERING 31 23 33 TRENCHING AND BACKFILLING 31 25 00 TEMPORARY EROSION AND SEDIMENT CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS 32 12 16 HOT MIX ASPHALT PAVING

32 15 00 AGGREGATE SURFACING 32 16 13 SITE CAST-IN-PLACE CONCRETE 32 17 23 PAVEMENT MARKINGS 32 31 00 WELDED WIRE FENCE SYSTEM 32 31 10 WELDED WIRE CANTILEVER GATE SYSTEM 32 31 32 GATE OPERATORS 32 91 00 LANDSCAPING

DIVISION 33 – UTILTIES

33 05 00 CONCRETE STRUCTURES 33 10 00 WATER DISTRIBUTION SYSTEMS 33 11 13 SEPARATION OF PIPE UTILITIES 33 30 00 SANITARY SEWERAGE SYSTEMS 33 40 00 STORM DRAINAGE SYSTEMS

33 44 13 ENGINEERED SURFACE DRAINAGE PRODUCTS

END OF TABLE OF CONTENTS

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ENGINE GENERATORS CLARKSVILLE, TENNESSEE 26 32 13

26 32 13 – 1

SECTION 26 32 13 - ENGINE GENERATORS

PART 1 - GENERAL

1.01 SUMMARY

A. Section includes engine generator set, heat exchanger, exhaust silencer and fittings, fuel fittings, remote control panel, battery, and charger.

1.02 REFERENCES

A. National Electrical Manufacturers Association:

1. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum).

2. NEMA ICS 10 - Industrial Control and Systems: AC Transfer Switch Equipment.

3. NEMA MG 1 - Motors and Generators.

B. International Electrical Testing Association:

1. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems.

C. National Fire Protection Association:

1. NFPA 30 - Flammable and Combustible Liquids Code. 2. NFPA 110 - Standard for Emergency and Standby Power

Systems.

D. Underwriters Laboratories Inc.:

1. UL 489 - Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit-Breaker Enclosures.

1.03 SYSTEM DESCRIPTION

A. Description: Engine generator assembly and accessories to provide source of power for Level 2 applications in accordance with NFPA 110.

B. Capacity (Each): As shown on the riser, standby rating using specified engine cooling scheme.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ENGINE GENERATORS CLARKSVILLE, TENNESSEE 26 32 13

26 32 13 – 2

1.04 SUBMITTALS

A. Section 01 33 00 - Submittal Procedures: Submittal procedures.

B. Shop Drawings: Indicate electrical characteristics and connection requirements. Include plan and elevation views with overall and interconnection point dimensions, fuel consumption rate curves at various loads, ventilation and combustion air requirements, electrical diagrams including schematic and interconnection diagrams.

C. Product Data: Submit data showing dimensions, weights, ratings, interconnection points, and internal wiring diagrams for engine, generator, control panel, battery, battery rack, battery charger, exhaust silencer, vibration isolators, day tank, and remote radiator.

D. Test Reports: Indicate results of performance testing.

E. Manufacturer's Field Reports: Indicate inspections, findings, and recommendations.

1.05 CLOSEOUT SUBMITTALS

A. Section 01 70 00 - Execution and Closeout Requirements: Closeout procedures.

B. Operation and Maintenance Data: Submit instructions and service manuals for normal operation, routine maintenance, oil sampling and analysis for engine wear, and emergency maintenance procedures.

1.06 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience, and with service facilities within 100 miles of project.

B. Supplier: Authorized distributor of specified manufacturer with minimum three years experience.

1.07 WARRANTY

A. Section 01 70 00 - Execution and Closeout Requirements: Product warranties and product bonds.

B. Furnish five-year manufacturer warranty.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ENGINE GENERATORS CLARKSVILLE, TENNESSEE 26 32 13

26 32 13 – 3

1.08 MAINTENANCE SERVICE

A. Section 01 70 00 - Execution and Closeout Requirements: Maintenance service.

B. Furnish service and maintenance of engine generator for one year from Date of Substantial Completion.

1.09 MAINTENANCE MATERIALS

A. Section 01 70 00 - Execution and Closeout Requirements: Spare parts and maintenance products.

B. Furnish one set of tools required for preventative maintenance of engine generator system. Package tools in adequately sized metal tool box.

C. Furnish two of each fuel, oil and air filter element.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

A. Caterpillar.

B. Cummins.

C. Generac.

D. MTU Onsite Energy.

E. Kohler.

2.02 ENGINE

A. Product Description: Air-cooled in-line or V-type, four-stroke cycle electric ignition internal combustion engine.

B. Rating: Sufficient to operate under 10 percent overload for one hour in ambient of 90 degrees F at elevation of 500 feet.

C. Fuel System: Natural gas.

D. Engine Speed: 1800 rpm.

E. Safety Devices: Engine shutdown on high water temperature, low oil pressure, overspeed, and engine overcrank. Limits as selected by manufacturer.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ENGINE GENERATORS CLARKSVILLE, TENNESSEE 26 32 13

26 32 13 – 4

F. Engine Starting: DC starting system with positive engagement, number and voltage of starter motors in accordance with manufacturer's instructions. Furnish remote starting control circuit, with MANUAL-OFF-REMOTE selector switch on engine-generator control panel.

G. Engine Jacket Heater: Thermal circulation type water heater with integral thermostatic control, sized to maintain engine jacket water at 90 degrees F, and suitable for operation on 120 volts AC.

H. Radiator: Radiator using glycol coolant, with blower type fan, sized to maintain safe engine temperature in ambient temperature of 110 degrees F. Radiator air flow restriction 0.5 inches of water (1.25 Pa) maximum.

I. Engine Accessories: Fuel filter, lube oil filter, intake air filter, lube oil cooler, fuel transfer pump, fuel priming pump, gear-driven water pump. Furnish fuel pressure gage, water temperature gage, and lube oil pressure gage on engine/generator control panel.

J. Mounting: Furnish unit with suitable spring-type vibration isolators and mount on structural steel base.

2.03 GENERATOR(S)

A. Product Description: NEMA MG1, three phase, four pole, reconnectable brushless synchronous generator with brushless exciter.

B. Rating: kW as shown on plans, at 0.8 power factor, 480Y/277 volts, 60 Hz at 1800 rpm.

C. Insulation Class: F.

D. Temperature Rise: 105 degrees C Continuous.

E. Enclosure: NEMA MG1, open drip proof.

F. Voltage Regulation: Furnish generator mounted volts per hertz exciter-regulator to match engine and generator characteristics, with voltage regulation plus or minus 1 percent from no load to full load. Furnish manual controls to adjust voltage droop, voltage level (plus or minus 5 percent) and voltage gain.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ENGINE GENERATORS CLARKSVILLE, TENNESSEE 26 32 13

26 32 13 – 5

2.04 GOVERNOR

A. Product Description: Electronic governor to maintain engine speed within 1 percent, steady state, and 5 percent, no load to full load, with recovery to steady state within 2 seconds following sudden load changes.

2.05 HEAT EXCHANGER

A. Product Description: Engine or base mounted heat exchanger and expansion tank of type and capacity recommended by engine manufacturer. Furnish solenoid shutoff valve for field installation on cooling water inlet, configured to open when engine runs.

2.06 OUTDOOR INSTALLATIONS

A. Complete engine/generator and associated accessories shall be installed in an enclosure for outdoor installation and service. Enclosure shall be mounted directly to engine/generator base and shall be of sheet steel construction. Hinged access doors shall be provided for access to control gear and areas of unit requiring periodic maintenance and/or service. Intake and outlet louvers shall be furnished to allow proper flow of cooling and combustion air with all doors closed, but arranged to prevent entrance of rain.

B. Mufflers shall be installed on enclosure top in a horizontal position. Discharge pipe, batteries, battery charger, control gear and water jacket heater, shall be completely installed wired and piped prior to delivery to job site.

C. All devices requiring a.c. service (battery charger, water jacket heater, battery heaters, etc.) shall be connected to an a.c. service panel installed inside the enclosure. This panel shall be mounted in an accessible location and equipped with a main breaker and branch breakers as required. Panel shall be 60 amp, 3 phase and fed from panel ‘EQ’, reference panel schedule.

D. A.C. wiring inside enclosure shall be neatly routed and enclosed in same type conduit used in building.

E. In addition to the above devices, a duplex, grounded, 120-volt, weatherproof convenience receptacle shall be provided for maintenance, servicing and lighting. This receptacle shall be connected to an emergency circuit.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ENGINE GENERATORS CLARKSVILLE, TENNESSEE 26 32 13

26 32 13 – 6

2.07 ACCESSORIES

A. Exhaust Silencer: Critical type silencer, with muffler companion flanges and flexible stainless steel exhaust fitting, sized in accordance with engine manufacturer's instructions.

B. Batteries: Heavy duty, lead-acid or nickel cadmium type storage batteries, 170 ampere-hours minimum capacity. Match battery voltage to starting system. Furnish cables and clamps.

C. Battery Tray: Treated for electrolyte resistance, constructed to contain spillage.

D. Battery Charger: Current limiting type designed to float at 2.17 volts for each cell and equalize at 2.33 volts for each cell. Furnish overload protection, full wave rectifier, DC voltmeter and ammeter, and 120 volts AC fused input. Furnish wall mounted enclosure to meet NEMA 250, Type 1 requirements.

E. Line Circuit Breaker: UL 489, molded case circuit breaker on generator output with integral thermal and instantaneous magnetic trip in each pole. Furnish battery voltage operated shunt trip, connected to open circuit breaker on engine failure. Unit mount in enclosure to meet NEMA 250, Type 1 requirements.

F. Engine-Generator Control Panel: NEMA 250, Type 1 generator-mounted control panel enclosure with engine and generator controls and indicators. Furnish provision for padlock and the following equipment and features:

1. Frequency Meter: 45-65 Hz. range, 3.5 inch (89 mm) dial. 2. AC Output Voltmeter: 3.5 inch (89 mm) dial, 2 percent

accuracy, with phase selector switch. 3. AC Output Ammeter: 3.5 inch (89 mm) dial, 2 percent

accuracy, with phase selector switch. 4. Output voltage adjustment. 5. Push-to-test indicator lamps, one each for low oil

pressure, high water temperature, overspeed, and overcrank.

6. Engine start/stop selector switch. 7. Engine running time meter. 8. Oil pressure gage. 9. Water temperature gage. 10. Auxiliary Relay: 3PDT, operates when engine runs, with

contact terminals prewired to terminal strip.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ENGINE GENERATORS CLARKSVILLE, TENNESSEE 26 32 13

26 32 13 – 7

11. Additional visual indicators and alarms in accordance with by NFPA 110.

12. Remote Alarm Contacts: Factory wire SPDT contacts to terminal strip for remote alarm functions in accordance with NFPA 110. as specified.

G. Remote Annunciator Panel: Surface mounted panel with brushed stainless steel. Furnish alarm horn, and indicators and alarms as follows:

1. High battery voltage (alarm). 2. Low battery voltage (alarm). 3. Low fuel (alarm). 4. System ready. 5. Anticipatory-high water temperature. 6. Anticipatory-low oil pressure. 7. Low coolant temperature. 8. Switch in off position (alarm). 9. Overcrank (alarm). 10. Emergency stop (alarm). 11. High water temperature (alarm). 12. Overspeed (alarm). 13. Low oil pressure (alarm). 14. Line power available. 15. Generator power available. 16. Lamp test and horn silence switch.

2.08 SOURCE QUALITY CONTROL

A. Provide shop inspection and testing of completed assembly.

B. Make completed engine-generator assembly available for inspection at manufacturer’s factory prior to packaging for shipment. Notify Architect/Engineer at least seven days before inspection is allowed.

C. Allow witnessing of factory inspections and tests at manufacturer’s test facility. Notify Architect/Engineer at least seven days before inspections and tests are scheduled.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Install engraved plastic nameplates in accordance with Section 26 05 53.

CLARKSVILLE POLICE PRECINCT DISTRICT 3 ENGINE GENERATORS CLARKSVILLE, TENNESSEE 26 32 13

26 32 13 – 8

B. Ground and bond generator and other electrical system components in accordance with Section 26 05 26.

3.02 FIELD QUALITY CONTROL

A. Inspect and test in accordance with NETA ATS, except Section 4.

B. Perform inspections and tests listed in NETA ATS, Section 7.22.

3.03 MANUFACTURER'S FIELD SERVICES

A. Section 01 40 00 - Quality Requirements: Manufacturer’s field services.

B. Prepare and start up engine-generator assembly.

3.04 ADJUSTING

A. Section 01 70 00 - Execution and Closeout Requirements: Testing, adjusting, and balancing.

B. Adjust generator output voltage and engine speed to meet specified ratings.

3.05 CLEANING

A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.

B. Clean engine and generator surfaces. Replace oil and fuel filters with new.

3.06 DEMONSTRATION AND TRAINING

A. Furnish 8 hours of instruction each for two persons, to be conducted at project site with manufacturer's representative.

B. Describe loads connected to standby system and restrictions for future load additions.

C. Simulate power outage by interrupting normal source, and demonstrate system operates to provide standby power.

END OF SECTION

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RUFUS JOHNSON

ASSOCIATESOF CLARKSVILLE, INC.architecture + planning + interiors

+ sustainability1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

931.647.6301archstudio@rjaarch.comCOPYRIGHT 2020 ©

Reproduction of these drawings or any part thereof is prohibited without

written approval of the architect, RUFUS JOHNSON ASSOCIATES.

These drawings are protected by U.S. copyright laws and violations

are subject to legal recourse.

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29

41

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AL

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37

04

3

MHB DB

02/24/2020

CONST. DOCS

Sheet # Sheet Name

Sheet

Issue Date

Current

Revision

Current

Revision

Date

G1.00 COVER SHEET 02/24/2020

G1.01 DRAWING INDEX 02/24/2020 3 04/06/2020

G1.02 PLAN DATA/ CODE ANALYSIS 02/24/2020

G4.01 ADA DETAILS 02/24/2020

G4.02 ADA DETAILS 02/24/2020

G4.03 ADA DETAILS 02/24/2020

G4.04 ADA DETAILS 02/24/2020

G4.05 ADA DETAILS 02/24/2020

G4.06 ADA DETAILS 02/24/2020

DRAWING INDEXGENERAL

CIVILC0.00 COVER 02/24/2020

C0.10 EXISTING CONDITIONS & DEMOLITION PLAN 02/24/2020

C1.00 SITE LAYOUT PLAN 02/24/2020

C1.01 SURFACE MATERIAL & GATE LAYOUT 02/24/2020

C2.00 OVERALL GRADING & DRAINAGE PLAN 02/24/2020

C2.01 EROSION PREVENTION & SEDIMENT CONTROL PHASE 1 02/24/2020

C2.02 EROSION PREVENTION & SEDIMENT CONTROL PHASE II & III 02/24/2020

C3.00 UTILITY LAYOUT PLAN 02/24/2020 3 04/06/2020

L1.00 LANDSCAPE PLAN 02/24/2020

D.1 STANDARD DETAILS 02/24/2020

D.2 STANDARD DETAILS 02/24/2020

D.3 STANDARD DETAILS 02/24/2020 3 04/06/2020

D.4 STANDARD DETAILS 02/24/2020 3 04/06/2020

D.5 STANDARD DETAILS 02/24/2020

LIFE SAFETYLS1.00 LIFE SAFETY CODE INFORMATION 02/24/2020

LS1.01 OVERALL LIFE SAFETY PLAN 02/24/2020

ARCHITECTURAL

F1.01 FINISH PLAN AND SCHDEULE 02/24/2020

F1.02 FINISH ELEVATIONS 02/24/2020

STRUCTURALS1.00 GENRAL NOTES, SCHEDULES, AND BASE PLATE DETAILS 02/24/2020

S1.01 FOUNDATION PLAN 02/24/2020

S2.01 ROOF FRAMING PLAN 02/24/2020

S3.01 FOUNDATION DETAILS 02/24/2020

S3.02 FOUNDATION DETAILS 02/24/2020

S4.01 FRAMING DETAILS 02/24/2020

S4.02 FRAMING DETAILS 02/24/2020

S5.01 ELEVATIONS 02/24/2020

ELECTRICAL

Sheet # Sheet Name

Sheet

Issue Date

Current

Revision

Current

Revision

Date

M0.01 GENERAL NOTES AND LEGEND 02/24/2020

M0.02 MECHANICAL SCHEDULES 02/24/2020

M1.00 HVAC - ROOF PLAN 02/24/2020 3 04/06/2020

M1.01 HVAC - FLOOR PLAN 02/24/2020

M2.01 HVAC - PIPING PLAN 02/24/2020 3 04/06/2020

M3.00 HVAC - DETAILS 02/24/2020

M3.01 HVAC - DETAILS 02/24/2020

M3.02 HVAC - DETAILS 02/24/2020

M3.03 HVAC - DETAILS 02/24/2020

M4.00 HVAC - CONTROLS 02/24/2020

INTERIORS

MECHANICAL

E0.01 ELECTRICAL LEGEND AND SCHEDULES 02/24/2020 2 03/31/2020

E0.02 ELECTRICAL - SITE PLAN 02/24/2020

E1.01 LIGHTING - FLOOR PLAN 02/24/2020 2 03/31/2020

E2.01 POWER - FLOOR PLAN 02/24/2020 2 03/31/2020

E2.02 POWER - ROOF 02/24/2020

E3.01 SYSTEMS - FLOOR PLAN 02/24/2020

E4.01 ELECTRICAL RISER DIAGRAM 02/24/2020

E4.02 ELECTRICAL PANEL SCHEDULES 02/24/2020

E4.03 ELECTRICAL PANEL SCHEDULES 02/24/2020 3 04/06/2020

E5.01 FIRE PENETRATION DETAILS 02/24/2020

E5.02 FIRE PENETRATION DETAILS 02/24/2020

DELETED SHEETS

LIST OF SHEETS AND DATES THAT THEY WERE DELETED

PLUMBINGP1.00 UNDERGROUND - FLOOR PLAN 02/24/2020

P1.01 PLUMBING - FLOOR PLAN 02/24/2020

P1.02 PLUMBING - ROOF PLAN 02/24/2020

P2.01 SANITARY - FLOOR PLAN 02/24/2020

P3.00 OVERALL SANITARY RISER DIAGRAM 02/24/2020

P3.01 SANITARY RISERS 02/24/2020

P4.00 OVERALL WATER RISER DIAGRAM 02/24/2020

P4.01 WATER RISERS 02/24/2020

P5.00 PLUMBING - LEGENDS, SCHEDULES AND DETAILS 02/24/2020

P5.01 PLUMBING - DETAILS 02/24/2020

P5.02 PLUMBING - PENETRATION DETAILS 02/24/2020

P5.03 PLUMBING - PENETRATION DETAILS 02/24/2020

P5.04 PLUMBING - PENETRATION DETAILS 02/24/2020

FIRE PROTECTIONFP1.01 FIRE PROTECTION - FLOOR PLAN 02/24/2020

FP2.00 FIRE PROTECTION - NOTES, CALCULATIONS, DETAILS 02/24/2020

FP2.01 FIRE PROTECTION - DETAILS 02/24/2020

FP2.02 FIRE PROTECTION - PENETRATION DETAILS 02/24/2020

FP2.03 FIRE PROTECTION - PENETRATION DETAILS 02/24/2020

FP2.04 FIRE PROTECTION - PENETRATION DETAILS 02/24/2020

TELECOMMUNICATIONT0.00 TELECOMMUNICATION LEGEND 02/24/2020 3 04/06/2020

T0.01 TELECOMMUNICATIONS - SITE PLAN 02/24/2020

T1.01 TELECOMMUNICATIONS - FLOOR PLAN 02/24/2020

T2.01 COMMUNICATIONS - FLOOR PLAN 02/24/2020 2 03/31/2020

T8.01 TELECOMMUNICATIONS - ELEVATIONS 02/24/2020

A1.01 ORIENTATION & SOUND RATING PLAN 02/24/2020

A1.02 NOTED FLOOR PLAN 02/24/2020

A1.03 DIMENSION FLOOR PLAN 02/24/2020

A1.04 REFLECTED CEILING PLAN 02/24/2020

A1.51 ROOF PLAN 02/24/2020 3 04/06/2020

A2.01 DOOR SCHEDULE 02/24/2020

A2.10 DOOR DETAILS 02/24/2020

A2.11 DOOR DETAILS 02/24/2020

A2.50 WINDOW ELEVATIONS 02/24/2020

A2.60 WINDOW DETAILS 02/24/2020

A3.01 EXTERIOR ELEVATIONS 02/24/2020

A3.02 EXTERIOR ELEVATIONS 02/24/2020

A4.20 TOILET ACCESSORY MOUNTING HEIGHTS 02/24/2020

A4.21 ENLARGED PLANS, INTERIOR ELEVATIONS & DETAILS 02/24/2020

A4.22 ENLARGED PLANS, INTERIOR ELEVATIONS & DETAILS 02/24/2020

A4.23 ENLARGED PLANS, INTERIOR ELEVATIONS & DETAILS 02/24/2020

A4.25 CANOPY ENLARGED PLAN & SECTION 02/24/2020

A4.26 VESTIBULE ENLARGED PLAN & SECTION 02/24/2020

A4.27 SALLY PORT ENLARGED PLAN & SECTION 02/24/2020

A4.28 DUMPSTER WALL ENLARGED PLAN & SECTION 02/24/2020

A4.51 DETAILS 02/24/2020

A4.55 STANDARD DETAILS 02/24/2020

A4.56 STANDARD DETAILS 02/24/2020

A4.57 STANDARD DETAILS 02/24/2020

A5.01 BUILDING SECTIONS 02/24/2020

A6.01 WALL SECTIONS & DETAILS 02/24/2020

A6.02 WALL SECTIONS & DETAILS 02/24/2020

A7.01 CASEWORK ELEVATIONS 02/24/2020

A7.51 CASEWORK DETAILS 02/24/2020

A7.52 CASEWORK DETAILS 02/24/2020

A7.53 CASEWORK DETAILS 02/24/2020

2222

*

NOTE

- REFER TO ADDENDUM #2 DESCRIPTION*

*

*

*

*

3333

Addendum 2 03/31/2020

Addendum 3 04/06/2020

FLAG POLE

Transformer

WM WATER VAULTPIV

CLEANOUT

CLEANOUT

HEADWALL15" CMPIE=531.59DROP INLET

TC=549.89IE=546.09

DROP INLETTC=549.58IE=543.13

DROP INLETTC=549.57IE=544.62

CATCH BASINTC=547.36

SW IE=536.36SE IE=535.66

CATCH BASINTC=546.89IE=538.44

CATCH BASINTC=547.27

SW IE=541.57NE IE=541.42

CATCH BASINTC=551.38IE=545.53

SEWER MANHOLETC=549.15IE=544.65

OIL SEPARATORMANHOLETC=550.86

CATCH BASINTC=547.30

CATCH BASINTC=546.80

CATCH BASINTC=547.45

CATCH BASINTC=551.54

SEWER MANHOLETC=552.69IE=545.84

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FFE: 549.5

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BY OTHERS

90 LF OF ROAD BORE REQUIRED

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TIE TO EXISTING SEWER

LINE USING ROMAC

STYLE TAPPING SADDLE

IE:544.5

6''W REFER TO PLUMBING

PLANS FOR EXACT

LOCATION

REFER TO

PLUMBING PLANS

IE: 545.80

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CONCRETE FLUME

INSTALL:

1 - 6" GATE VALVE

1 - 6" DOUBLE DETECTOR CHECK VALVE W/ FDC

1 - POST INDICATOR VALVE

1 - THRUST BLOCK

INSTALL:

2 - 6" GATE VALVES

1 - FIRE HYDRANT ASSEMBLY

2 - THRUST BLOCKS

1 - CAP & SLEEVE

INSTALL:

1 - 6" GATE VALVE

1 - 12"x 6" TAPPING SLEEVE

1 - THRUST BLOCK

INSTALL:

1 - 3" GATE VALVE

1 - 3" WATER METER

1 - 6"x 3" TEE

WW

WW

WW

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6''W

6''W

6''W

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PROPOSED 6"

PVC SEWER

LINE @ 1%

5

4

0

5

3

2

5

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4

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3

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5

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GRAPHIC SCALE1" = 30'

Feet

0 30 60

GENERAL UTILITY NOTES:1. ALL WATER AND SANITARY SEWER CONSTRUCTION IS TO BE MADE IN ACCORDANCE WITH THE

SPECIFICATIONS OF THE CLARKSVILLE GAS AND WATER DEPARTMENT OR THE APPROPRIATEUTILITY DISTRICT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITHTHE CITY ENGINEER'S OFFICE OR THE APPROPRIATE UTILITY DISTRICT.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE CLARKSVILLEDEPARTMENT OF ELECTRICITY (CDE) OR CUMBERLAND ELECTRIC MEMBERSHIP COOPERATIVE(CEMC) AND BELL SOUTH DURING CONSTRUCTION.

3. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS NECESSARY TO PROTECTWORKMEN AND EXISTING UTILITIES DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTORSHALL PROVIDE A TRENCH SAFETY SYSTEM TO MEET ALL APPROPRIATE OCCUPATIONAL SAFETY ANDHEALTH ADMINISTRATION REGULATIONS.

4. MEGALUG MECHANICAL RESTRAINTS, OR EQUAL SHALL BE USED ON ALL FITTINGS AND VALVES.5. ANY VALVES, MANHOLES, SPRINKLER HEADS OR OTHER SUCH APPURTENANCES LOCATED WITHIN

THE CONSTRUCTION SITE SHALL BE ADJUSTED TO MATCH FINISHED GRADES.6. BEDDING MATERIAL FOR PVC SEWER PIPE SHALL CONSIST OF A 6-INCH ENVELOPE OF AASHTO M43

#67 CRUSHED STONE ON ALL SIDES OF THE PIPE. PIPE BEDDING SHALL BE THOROUGHLY ANDCOMPLETELY TAMPED BEFORE BACKFILLING.

7. ALL SANITARY SEWER MANHOLE TO PIPE CONNECTIONS SHALL BE MADE WITH A RUBBER BOOT,CAST OR GROUTED INTO THE MANHOLE. ANY MANHOLE SUBJECT TO INUNDATION SHALL RECEIVE AWATERTIGHT COVER.

8. SHOULD SOLID ROCK BE ENCOUNTERED IN A SEWER TRENCH, IT SHALL BE REMOVED TO A DEPTH OFAT LEAST SIX (6) INCHES BELOW THE FINISHED PIPELINE.

9. IN GENERAL, CRUSHED STONE BEDDING SHALL NOT BE REQUIRED FOR WATER LINE INSTALLATIONS.HOWEVER, WHERE UNSUITABLE MATERIAL OR SOLID ROCK IS ENCOUNTERED, BEDDING SHALLCONSIST OF A 6-INCH ENVELOPE OF AASHTO M43 #67 CRUSHED STONE ON ALL SIDES OF THE PIPE.

10. GENERALLY, TRENCHES SHALL BE BACKFILLED DAILY AS CONSTRUCTION PROCEEDS. IN NO CASESHALL A TRENCH BE LEFT OPEN FOR MORE THAN SEVEN (7) DAYS.A. BACKFILL UNDER PAVEMENT:

THE CONTRACTOR SHALL PLACE AND COMPACT AASHTO M43 #67. IN LIFTS NOT EXCEEDING 6 INCHES FROM THE TOP OF THE BEDDING ENVELOPE TO THE BASE OF THE PAVEMENT.

B. BACKFILL IN UNIMPROVED AREAS: THE CONTRACTOR SHALL PLACE AND COMPACT MATERIAL CONSISTENT WITH EITHER FINE, LOOSE

EARTH OR GRANULAR MATERIAL THAT IS FREE FROM CLODS, VEGETABLE MATTER, DEBRIS, STONE,AND/OR OTHER OBJECTIONABLE MATERIALS IN 12 INCH LIFTS COMPACTED TO 95% STANDARDPROCTOR (ASTM D698).

11. WATER MAINS SHALL BE SEPARATED FROM SANITARY SEWER FACILITIES A MINIMUM OF 10 FEET,MEASURED EDGE TO EDGE. WHEN CONDITIONS EXIST THAT PREVENT A HORIZONTAL SEPARATION OF10 FEET, CLOSER INSTALLATIONS MAY BE MADE IF THE BOTTOM OF THE WATER MAIN IS 18 INCHESABOVE THE TOP OF THE SANITARY SEWER FACILITY.

12. ALL WATERLINE PIPING PAST THE "POINT OF SERVICE" INCLUDING UNDERGROUND USED FORSPRINKLER OR STANDPIPE SYSTEM MUST BE INSTALLED BY A TENNESSEE REGISTERED SPRINKLERCONTRACTOR. [NFPA RULE 0780-2-7-08]

13. PIPE TRENCHES SHALL NOT BE EXCAVATED MORE THAN 200 FEET AHEAD OF PIPE INSTALLATION.14. BEDDING MATERIAL FOR RIGID SEWER PIPE (RCP, DUCTILE IRON, CAST IRON) SHALL CONSIST OF A

6-INCH ENVELOPE OF AASHTO M43 #67 CRUSHED STONE ON ALL SIDES OF THE PIPE. PIPE BEDDINGSHALL BE THOROUGHLY AND COMPLETELY TAMPED BEFORE BACKFILLING.

15. ALL SANITARY SEWER CLEANOUTS IN CONCRETE OR PAVEMENT AREAS SHALL BE IN A MB-9 LITTLERHINO METER/VALVE BOX, ITEM NUMBER 55-L-SV, OR APPROVED EQUIVALENT.

16. MECHANICAL RESTRAINT SHALL BE USED ON ALL FITTINGS AND VALVES.17. ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND AS PER ORDINANCE 116-1006-07.18. CONTRACTOR TO ENSURE THAT ALL GRADING IS TO SUBGRADE PRIOR TO INSTALLATION OF UTILITY

LINES.19. ANY PVC GRAVITY SEWER PIPE INSTALLED AT DEPTHS GREATER THAN 12 FEET SHALL CONFORM TO

SDR 26 OR PS 115.20. ALL WATER MAIN INSTALLATION SHALL CONFORM TO AWWA C605 FOR PVC AND AWWA C600 FOR

DUCTILE IRON PIPE, ALL MATERIAL SHALL BE ASTM D02241 OR AWWA C900 FOR PVC AND ANSIA21.51 (AWWA C151) FOR DUCTILE IRON PIPE.

21. ALL SANITARY SEWER MAIN PIPE SHALL MEET OR EXCEED ASTM D3034-SDR35 STANDARDS AND BEGREEN IN COLOR.

22. CONTRACTOR TO VERIFY DEPTH, LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO ORDERINGMATERIALS.

23. WATER SERVICE PIPE MATERIAL MAY BE MUNICIPEX CROSS LINKED POLYETHYLENE (PEXA) BYREHAU OR ALTERNATIVELY MAY BE TYPE K SOFT COPPER.

24. TRACER WIRE SHALL BE INSTALLED ALONG ALL WATER MAIN, WATER SERVICES, AND SEWER FORCEMAIN AND FORCE MAIN SERVICES. TRACER WIRE SHALL BE COPPERHEAD 1230-HS, 12 AWG COPPERCLAD STEEL TRACER WIRE WITH 30 MIL. HDPE COATING, NO SUBSTITUTIONS ALLOWED.CONNECTORS AT SERVICE CONNECTIONS AND TEES SHALL BE DRYCONN DIRECT BURY LUG AQUA BYKING INNOVATION AND AT THE MAIN LINE SPLICES SHALL BE DRYCONN KING 6 BLUE BY KINGINNOVATION, NO SUBSTITUTIONS ALLOWED. TRACER WIRE SHALL EXTEND AT LEAST 5 FEET BEYONDWATER SERVICE STUB TERMINATIONS. A PIECE OF PVC PIPE SHALL BE BURIED VERTICALLY AGAINSTTHE 4" x 4" MARKER POST EXTENDING ABOUT 2" ABOVE GROUND LEVEL. THE TRACER WIRE SHALL BEFED THROUGH THE PVC PIPE WITH END OF WIRE ABOUT 2" ABOVE THE END OF THE PIPE AND THEREMAINDER COILED AND BURIED BENEATH IT. A PERFORMANCE TEST WILL BE PERFORMED ON THECOMPACTED TRACER WIRE SYSTEM TO ENSURE THE ENTIRE SYSTEM IS TRACKABLE. ANY PART OFTHE SYSTEM THAT IS NOT TRACKABLE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTORUNTIL IT IS TRACKABLE PRIOR TO FINAL ACCEPTANCE OF UTILITIES.

CITY STREETS:CLARKSVILLE STREET DEPARTMENTPH: 931-645-7464CONTACT: DAVID SHEPARD (DIRECTOR)

COUNTY ROADS:MONTGOMERY COUNTY HIGHWAY DEPARTMENTPH: 931-648-5740CONTACT: MIKE FROST (HIGHWAY COMMISSIONER)

STATE ROADS AND STREETS:TENNESSEE DEPARTMENT OF TRANSPORTATIONPH: 931-648-5570

CITY BUILDING AND CODES DEPARTMENT:CLARKSVILLE BUILDING CODES DEPARTMENTPH: 931-645-7426CONTACT: JUSTIN CROBSY

PLANNING COMMISSION:MONTGOMERY COUNTY REGIONAL PLANNINGCOMMISSIONPH: 931-645-7448CONTACT: JEFFREY TYNDALL (DIRECTOR)

CITY FIRE DEPT:CLARKSVILLE FIRE RESCUEPH: 931-645-7462CONTACT: FIRE MARSHALL RICKY CUMBERLAND

NATURAL GAS:CLARKSVILLE GAS AND WATER DEPARTMENTPH: 931-645-7422CONTACT: MARK RIGGINS

ELECTRICITY: (OUTSIDE CITY LIMITS)CUMBERLAND ELECTRIC MEMBERSHIP COOPERATIVEPH: 931-645-2841CONTACT: KENNY DAVIS

ELECTRICITY: (INSIDE CITY LIMITS)CLARKSVILLE DEPARTMENT OF ELECTRICITYPH: 931-648-8151CONTACT: TERRY RESHA

WATER AND SANITARY SEWER:CLARKSVILLE GAS AND WATER DEPARTMENTPH: 931-645-7418CONTACT: PAT CHESNEY

LOCAL UTILITIES

SPECIAL NOTES:1. ALL UTILITY LOCATIONS BASED ON LOCATION OF UTILITIES BY LOCAL UTILITY

AUTHORITIES AND VISIBLE FIELD LOCATION BY OTHERS. THERE IS NOGUARANTEE THAT NO OTHER UTILITIES EITHER PUBLIC OR PRIVATE ARE NOTDISPLAYED ON THIS SURVEY.

2. NO PLUMBING PLANS PROVIDED AT THIS TIME. CONTRACTOR TO COORDINATEWITH MPE FOR EXACT SIZE AND LOCATION OF UTILITY SERVICES.

1545 Madison StreetClarksville, TN 37040Ph # 931-245-3095

RUFUS JOHNSON

ASSOCIATES

OF CLARKSVILLE, INC.

architecture + planning + interiors

+ sustainability

1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

931.647.6301

archstudio@rjaarch.com

COPYRIGHT 2019 ©

Reproduction of these drawings or

any part thereof is prohibited without

written approval of the architect,

RUFUS JOHNSON ASSOCIATES .

These drawings are protected by

U.S. copyright laws and violations

are subject to legal recourse.

SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE

DESCRIPTION:

DOCUMENT CHANGES

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CONSTRUCTION DOCS

02/24/2020

ADDENDUM 2 3/31/20202

2

2

3

ADDENDUM 3 4/2/20203

0.2"

0.9"

MAY VARY0.45" TO 0.6" 24"

4' MIN. OR LANDING AREAWIDTH

ELEVATION PLAN VIEW

DETECTABLE WARNING DETAIL

ISOMETRIC VIEW OF RAMP

2'-0"

RAMP CURB(TYP.)

4

'

-

0

"

M

I

N

.

RAMP SLOPE NOT TOEXCEED 1:12 (TYP.)

4'-0" MIN.

DETECTABLE WARNING

SURFACE TO BE 2' BY

WIDTH OF LANDING AREA

SLOPE 2%

SECTION A-A

RAMP LANDING 4' MIN.

PROJECTEDTOP OF CURB

2'

CURB &GUTTER

SLOPE 2%

GUTTER SLOPE1:20 OR LESS

TYP.

NOTES: 1. HANDICAP RAMP CONSTRUCTION SHALL CONFORM TO ALL FEDERAL, STATE AND CITY OF CLARKSVILLE CODES AND SPECIFICATIONS.2. SURFACES SHALL MEET THE GUIDELINES OF THE ADA STANDARDS FOR ACCESSIBILITY, APPENDIX A, PART 36.3. THE SLOPE OF THE GUTTER MUST NOT EXCEED 1:20 ADJACENT TO THE RAMP. TRUNCATED DOMES WITH A DIAMETER OF NOMINAL0.94. DETECTABLE WARNINGS SHALL CONSIST OF RAISED INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER TO CENTER SPACINGOF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES5. BRICK PAVERS SHALL BE SET IN A WET MORTAR BED. THE BED SHALL BE PLACED ON CONCRETE. THE THICK. CONCRETE SHALL BE AMINIMUM OF FOUR INCHES

HANDICAP RAMP DETAIL (NTS)

1'-0

"7'

-0"

2'-0

"

1'-0" x 1'-0" x .080" STANDARD

ALUMINUM HANDICAP PARKING

SIGN WITH IDENTIFICATION

SYMBOL

ADDITIONAL SIGN WHERE

APPLICABLE

12"

12"

FINISHED GRADE

NOTE:

SIGNAGE SHALL CONFORM TO ALL

APPLICABLE FEDERAL, STATE AND

CITY CODES AND

SPECIFICATIONS

HANDICAP PARKING SIGN

ACCESSIBLE ROUTE ( MIN. 48" WIDTH )

EDGE OF

PAVEMENT

6' WHEEL STOP

(IF REQUIRED)

20'0

"

24"

4" PAINTED BLUE

STRIPE (TYP.)

4" PAINTED WHITE

STRIPE (TYP.)

45°

96" MIN.60" MIN. FOR CARS96" MIN FOR VANS

96" MIN.

15"-

0"

24"

INTERNATIONAL

BLUE SYMBOL

4' X 4' WHITE

SQUARE

BACKGROUND

6"6"

3'-0

"

FOR RAISED CURB DETECTABLE WARNING SHOULD

BE WIDTH OF DEPRESSED CURB AT LANDING AREA.

IF SIDEWALK IS FLUSH WITH PAVEMENT, ALIGN

24"X48" DETECTABLE WARNING WITH CENTERLINE

OF LANDING AREA AND BACK OF CURB LINE

NOTE:

1. STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE

FEDERAL, STATE AND CITY OF CODES AND SPECIFICATIONS.

24"

48"

ACCESS AISLE AND

PARKING STALLS TO

HAVE NO MORE THAN 2%

SLOPE IN ANY DIRECTION

4' 4'

HANDICAP PARKING SPACE

TYP. BOLLARD DETAIL

NO SCALE

6"

1"

3'-5"

3'-0"

FINISH GRADE

GRIND ROUNDED EDGE

ON TOP OF POST.

6" Ø STEEL CONCRETE

FILLED PIPE.

#67 CHRUSHED

STONE

CONCRETE

ENCASEMENT

NOTE

1. POST TO BE PAINTED WITH 2 COATS BEFORE

INSTALLATION, 1 COAT AFTER INSTALLATION.

(COLOR TO BE SAFETY YELLOW).

2. INSTALL 4" WIDE REFLECTIVE TAPE.

4"5"

CONCRETE

LIGHT-DUTY CONCRETE DETAIL (NTS)

1. PROVIDE EXPANSION JOINTS ADJACENT TOBUILDING FLOOR SLABS AND ALONG CURBS.

2. JOINT SPACING: 10' X 10' REGULAR GRIDWITH NO JOINT TRANSFERS

COMPACTED AGGREGATE BASE

BROOM FINISH

8"

ASPHALT CONCRETE BASE

HEAVY-DUTY PAVEMENT SECTION

COMMERCIAL DETAIL (NTS)

ASPHALT SURFACE - COMPACTEDBITUMINOUS CONCRETE SURFACE CLASS I

ASPHALT CONCRETE BASE:

MARSHALL STABILITY: 2000 lbs. ASPHALT: 4.2% TO 6.2%VOIDS TOTAL MIX: 3.5% TO 5.5% GRADATION: T.D.O.T. 903.06 Grad. BM-2

ASPHALT CONCRETE SURFACE:

MARSHALL STABILITY: 2000 lbs. ASPHALT: 7.3% TO 9.7%VOIDS TOTAL MIX: 3% TO 5.5% GRADATION: T.D.O.T. 903.11 Grad. E

PAVEMENT MATERIALS:

PAVING SECTION

COMPACTED DENSE GRADEDAGGREGATE BASE

2 1 2"

2 1 2"

2"2"

6"

PAVING SECTION

LIGHT-DUTY PAVEMENT SECTION

COMMERCIAL DETAIL (NTS)

PAVEMENT MATERIALS:

ASPHALT CONCRETE BASE

ASPHALT SURFACE - COMPACTEDBITUMINOUS CONCRETE SURFACE CLASS I

COMPACTED DENSE GRADEDAGGREGATE BASE

ASPHALT CONCRETE BASE:

MARSHALL STABILITY: 2000 lbs. ASPHALT: 4.2% TO 6.2%VOIDS TOTAL MIX: 3.5% TO 5.5% GRADATION: T.D.O.T. 903.06 Grad. BM-2

ASPHALT CONCRETE SURFACE:

MARSHALL STABILITY: 2000 lbs. ASPHALT: 7.3% TO 9.7%VOIDS TOTAL MIX: 3% TO 5.5% GRADATION: T.D.O.T. 903.11 Grad. E

6"6"

CONCRETE

HEAVY-DUTY CONCRETE DETAIL (NTS)

1. PROVIDE EXPANSION JOINTS ADJACENT TOBUILDING FLOOR SLABS AND ALONG CURBS.

2. JOINT SPACING: 10' X 10' REGULAR GRIDWITH NO JOINT TRANSFERS

COMPACTED AGGREGATE BASE

BROOM FINISH

PER SITE PLAN

2% MAX

6"

1" R

18"

8"

3"

6X6 1.4X1.4W.W.F

4"AGGREGATE BASE

PAVEMENT SECTION(SEE DETAIL)

3

8

"

3 4

"

1" R

6"

FACE OF CURB

TO JOINT: 6"

TOOLEDJOINT

PAVEMENT SECTION(SEE DETAIL)

SEE SIDEWALKDETAIL

INTEGRAL CURB ANDSIDEWALK DETAIL (NTS)

2" R

6" M

IN

2" R

ASPHALTPAVEMENTSECTION(SEE DETAIL)

CRUSHED STONEBASE

12"6"

4000 P.SI.CONCRETE

EXTRUDED CURB (NTS)

CONCRETE, TYP.

WATERPROOF COMPOUND2" DEEP, TYP.

1/4" WELDED STEELBASE PLATE

STEEL LIGHTNING GROUNDSPIKE WELDED TO PLATE

1/4" STEEL PLATE SUPPORTWELDED TO GROUND SPIKE

16 GAUGE GALV.CORRUGATED STEELSLEEVE, TYP.

PACKED/TAMPED DRYSAND, TYP.

STANDARD METAL BASE ORFLASH COLLAR

GRADE LINE, TYP.

HARDWOOD WEDGES, TYP.

STEEL CENTERINGWEDGES, TYP.

FLAGE POLE DETAIL (NTS)

8"

1'-6"

6"

1'-0

"3

'-0

"

RUFUS JOHNSON

ASSOCIATES

OF CLARKSVILLE, INC.

architecture + planning + interiors

+ sustainability

1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

931.647.6301

archstudio@rjaarch.com

COPYRIGHT 2019 ©

Reproduction of these drawings or

any part thereof is prohibited without

written approval of the architect,

RUFUS JOHNSON ASSOCIATES .

These drawings are protected by

U.S. copyright laws and violations

are subject to legal recourse.

SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE

DESCRIPTION:

DOCUMENT CHANGES

D.3

1901

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K.COOK C.BURCHETT

02/24/2020

CONSTRUCTION DOCS

1545 Madison StreetClarksville, TN 37040Ph # 931-245-3095

02/24/2020

ADDENDUM 3 4/2/20203

3

3

NOTE:

SEE SPECIFICATION SECTION 03300 FORMATERIAL AND INSTALLATIONREQUIREMENTS NOT SHOWN

6"-8" 6"-8" 6"-8" 6"-8"12" 18" 12" 18" 12" 18" 12" 18"

5"

9"

7"

6"

1'-0"

6"

1'-0"

11"

8"

1'-6"

6"

1'-0"

9"

2'-0"

2'-0"

1'-6" 2'-9" 4'-0"

3'-0"

1'-6"

3'-0"

2'-9"

3'-0"

4'-0"

1'-0"

1'-6"

1'-0"

1'-6"

1'-0"

1'-6"

1'-8" 2'-0" 3'-6" 7'-0" 3'-0" 3'-0" 3'-6" 1'-6" 1'-8" 2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

4'-6"

2'-6"

1'-6"

1'-0"

1'-6"

1'-0"

1'-6"

1'-0"

2'-0" 2'-0"

3'-0" 3'-0" 3'-0"

3'-0" 3'-0" 3'-0"

24" 24" 24" 24"

11

1

4

°

22

1

2

°

45°

90°

DESIGN BASIS:

WORKING PRESSURE @ 125 PSI DESIGN PRESSURE @250 PSI ALLOWABLE SOILPRESSURE @ 3000 PSF

2' 12' 4'-6" 5'

1'-6"

1'

9"

2'

7'

5'

2'

7'

4'-3"

3'

2'-6"

5'-6"

2'-9"

2'

1'-6"

2'-6"

FITTING T L W

D (MIN)

T T

CONCRETE

12" MIN.

PLUG/TEE

L L

W

D

L

THRUST BLOCKING DETAIL (NTS)

DITCH5.0' 5.0'

TOE OFSLOPE APPROX.

FINISHEDGRADE

STEEL CASING PIPESEE SPECIFICATION SECTION 2725.2.01 FORMATERIAL AND INSTALLATION REQUIREMENTSNOT SHOWN

CARRIERPIPE

END SEALSEE SPECIFICATION SECTION 2725.2.04FOR MATERIAL AND INSTALLATIONREQUIREMENTS NOT SHOWN

EDGE OFSHOULDER

NOTES:

1. SEE SPECIFICATION SECTION 02725 FOR MATERIAL AND INSTALLATION REQUIREMENTSNOT SHOWN.

2. CASING SHALL EXTEND TO THE FOLLOWING DISTANCES:· 5.0' BEYOND TOE OF SLOPE· 5.0' BEYOND BACK OF SLOPE

3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TENNESSEE DEPARTMENT OFTRANSPORTATION RULES AND REGULATIONS FOR ACCOMMODATING UTILITIES WITHINHIGHWAY RIGHT OF WAY LATEST REVISIONS.

4. THE MINIMUM YIELD STRENGTH OF STEEL CASING SHALL BE 35,000 PSI.

3.0' MIN.

END SEALSEE SPECIFICATION SECTION 2725.3.04 FOR

MATERIAL AND INSTALLATIONREQUIREMENTS NOT SHOWN

3.0' MIN.

MINIMUM WALLTHICKNESS (INCHES)

HIGHWAY CROSSING RAILROAD CROSSING

6

APPROX. FINISHEDGRADE

CARRIER PIPENOMINALDIAMETER(INCHES)

MINIMUM STEELCASING PIPE (INCHES)

4

88 MJ10

10 MJ12

12 MJ14 - 1616 MJ18 - 2124-27

3036

36 MJ

121416181820202424303036424854

.188

.250

.250

.250

.250

.250

.250

.250

.250

.312

.312

.375

.500

.500

.500 .719.594.562.469.406.406.312.312.281.2811212121212

LANELINE

BORING AND JACKING DETAIL (NTS)

COMPACTED CLAY 95% STANDARDPROCTOR DENSITY

6" MIN. IN EARTH 12" MIN. IN ROCK OR UNSUITABLE MATERIAL

6"PIPE DIA.

6"

PLACE CONTINUOUS METALLICDETECTOR TAPE OR TRACERWIRE 12" ABOVE WATER LINE

COMPACTED SUBGRADE

UTILITY TRENCH DETAIL

NTS

6"

DIA. OF PIPEOUTSIDE BELL

6"

6"

6"

PIPEO.D.

CRUSHED STONE PAVEMENTBASE BACKFILL TO BECOMPACTED IN 6" UNIFORMLAYERS TO 90% STANDARDPROCTOR DENSITY

CABLE T.V., GAS, WATER, STORM,SANITARY PIPE OR ELECTRIC &

TELEPHONE CONDUIT

ASPHALT PAVEMENT

UTILITY PIPE TRENCH DETAIL

NTS

18"

18

18"18"

3000 PSICONCRETE 18"

6" GRAVELCUSHION

18"

PIPEO.D.

3000 PSICONCRETE

APPROVEDBACKFILL

DETECTOR TAPE

CONCRETE ENCASEMENT DETAIL

NTS

NOTE:1. SEE SPECIFICATION SECTION 02221 FOR MATERIAL AND INSTALLATION REQUIREMENTS.2. WHERE TRENCH HAS ROCK BOTTOM, DEPTH OF TRENCH MUST BE ENOUGH TO ALLOW FOR 6" CRUSHED STONE BELOW BOTTOM OF PIPE.3. THIS DETAIL IS APPLICABLE TO NEW PAVEMENT AND "SAW-CUT" EXISTING PAVEMENT

BACKFILL ACCORDING TOCITY OF CLARKSVILLESPECIFICATIONS

UTILITY TRENCH DETAIL (NTS)

FLOW

FLOW

CRUSHED STONE BEDDING(SEE SPECIFICATION SECTION 02221.3.09)

PVC SERVICE LINE SDR 35 PIPE(SEE SPECIFICATION SECTION 02722.2.02.F)

PROPOSED SANITARY SEWERCOLLECTOR PIPE

(SEE SPECIFICATION SECTION02722)

PVC SERVICE LINE - SDR 35 PIPE(SEE SPECIFICATION SECTION 02722.2.02.F)

VARIES

1 8" PER FT.MIN. SLOPE

6"6"

PROPOSED SANITARY SEWERCOLLECTOR PIPE

(SEE SPECIFICATION SECTION02722.)

FLO

W

NOTE:

SEE SPECIFICATION SECTION 02722 FORMATERIAL AND INSTALLATIONREQUIRMENTS NOT SHOWN

R.O.W. OREASEMENT LIMIT

CLEAN OUT (REQUIRED)(SEE SPECIFICATIONSECTION 0272.3.03.K)

VARIES

VARIES

VARIES

R.O.W. OREASEMENT LIMIT

5' TO BLDG.

5' TO BLDG.

ELEVATION VIEW AND

BACKFILL

PLAN VIEW

SANITARY SEWER SERVICE

CONNECTION DETAIL (NTS)

PLASTIC BOX WITH IRON LID

FLUSH WITH FINISHED GRADE

SUPPORT VALVE

BOX ON BRICK

4" PVC SDR 35

COMBINATION WYE

AND

1

8

" BEND

4" PVC SDR 35 SANITARY

SEWER SERVICE

(OR AS DIRECTED)

4" PVC SCH. 40

LONG SWEEP

1

4

" BEND

4" PVC SCH. 40 PIPE EXTENSION

(AS REQUIRED.)

FINISHED

GRADE

9"

12"

FLOW

NOTE:

SEE SPECIFICATION SECTION

02722.3.03.K FOR MATERIAL

AND INSTALLATION

REQUIREMENTS NOT SHOWN.

VARIES

FLOW

CLEANOUT DETAIL (NTS)

NOTE:

1. SEE SPECIFICATION SECTION 02713.3.08 FOR MATERIAL ANDINSTALLATION REQUIREMENTS NOT SHOWN

2. INSTALL FIRE HYDRANT NEAR PROPERTY LINE BETWEEN CUSTOMERSOR AS DIRECTED BY CITY INSPECTORS

3. HYDRANTS ARE TO BE NO CLOSER THAN FIVE FEET TO DRIVEWAY4. HYDRANTS ARE TO BE WITHIN 300' OF DEAD END OF CUL DE SAC

CLASS "B" CONCRETETHRUST BLOCK

MAIN DIA. X 6" DUCTILE IRON HYDRANT TEE (MJ XSWIVEL). IF END OF LINE , USE MIN. 6" SOLID SLEEVEAND PLUG(SEE SPECIFICATION SECTION 02713.3.08)

EX.WATER MAIN W/ THRUST BLOCK(6"Ø WATER MAIN MINIMUM)

MIN. 6" DIA. ISOLATION GATE VALVE W/ RESTRAINEDMECHANICAL JOINTS(SEE SPECIFICATION SECTION 02713.3.06.A)

CAST IRON VALVE BOX W/ COVER(SEE SPECIFICATION SECTION 02713.3.06.C)

FIRE HYDRANT (DRY BARREL)(SEE SPECIFICATION SECTION 02713.3.08.A)

CLEAN CRUSHED STONE DRAINAGEFILL - 6 CU. FT. MINIMUM

CLASS"B" CONCRETETHRUST BLOCK

(AVOID BLOCKINGDRAIN OPENING)

MIN. 6" DIA. DUCTILE IRON PIPE CLASS 350 W/RESTRAINED MECHANICAL JOINTS

(SEE SPECIFICATION SECTION 02713.3.02)

18"MINIMUM

10" MAXIMUM

MIN. 4" THICK BY 2' DIA. CONCRETE COLLAR(AS REQUIRED)

2'MINIMUM

FIRE HYDRANT DETAIL (NTS)

VALVE AS SPECIFIED

4" THICK BY 2' DIA.CONCRETE COLLAR AS REQUIRED

CAST IRON VALVE BOX WITH COVER(JOHN BOUCHARD 562-SOR EQUAL)

VALVE BOX COVER

WATER LINE

NOTE:

SEE SPECIFICATION SECTION 02713.3.06.C FOR MATERIALAND INSTALLATION REQUIREMENTS NOT SHOWN

VALVE AND VALVE BOX DETAIL (NTS)

1545 Madison StreetClarksville, TN 37040Ph # 931-245-3095

RUFUS JOHNSON

ASSOCIATES

OF CLARKSVILLE, INC.

architecture + planning + interiors

+ sustainability

1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

931.647.6301

archstudio@rjaarch.com

COPYRIGHT 2019 ©

Reproduction of these drawings or

any part thereof is prohibited without

written approval of the architect,

RUFUS JOHNSON ASSOCIATES .

These drawings are protected by

U.S. copyright laws and violations

are subject to legal recourse.

SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE

DESCRIPTION:

DOCUMENT CHANGES

D.4

1901

STA

ND

AR

D D

ETA

ILC

LAR

KSV

ILLE

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ECIN

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, TN

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K.COOK C.BURCHETT

02/24/2020

CONSTRUCTION DOCS

VICTAULIC4

307

AWW

A-CAST

IPS-STEEL VICT

AULI

C4

307

AWW

A-CA

ST

IPS-

STEE

L

6"x 4" REDUCING TEE

4" DIA WAFER CHECK (2)

5

8

" &

4" THREADED FLANGE

4" THREADED SIAMESE

CONNECTION WITH EXTERIOR

WALL FLANGE. SEE NOTE 3

ISOLATION OS&Y

GATE VALVE

SEE NOTE 2

DOUBLE CHECK

DETECTOR VALVE

ASSEMBLY

ISOLATION OS&Y

GATE VALVE

SEE NOTE 2

18"

47" M

IN

12"MIN12"MIN

USE ABOVE GROUND HEATED

HYDROCOWL BOX OR

APPROVED EQUAL

18" CONC.

FOOTING

6"x 6" NO.10

REINF. MESH

4000 P.S.I.

CONCRETE

18"

18"

CONCRETE FOOTING

4" THREADED SIAMESE

CONNECTION WITH

EXTERIOR WALL FLANGE

NOTES:

1. LOW VOLTAGE POWER SUPPLY TO HOT BOX REQUIRED. SEE SITE

ELECTRICAL PLAN.

2. PROVIDE REMOTELY MONITORED TAMPER SWITCHES ON THE

ISOLATION OS&Y GATE VALVES.

3. PROVIDE FIRE DEPARTMENT CONNECTION (FDC) IDENTIFICATION

SIGN AT FDC LOCATION PER NFPA AND LOCAL CODE

REQUIREMENTS.

4. SEE ARCHITECTURAL SIGNAGE SPECIFICATION FOR LOCAL FIRE

DEPARTMENT CONNECTION SIGNAGE REQUIREMENTS. INSTALL

TO BE SEEN FROM ADJACENT DRIVE ISLE.

SECTION VIEW

PLAN VIEW

ABOVE GROUND DOUBLE DETECTOR VALVE ASSEMBLY

WITH 4" FIRE DEPARTMENT CONNECTION

NO SCALE

02/24/2020

P.E. X F.E.EX. CITY WATERMAIN

48"

METER

COMPOSITE REINFORCED PREFAB.METER BOX - FOOTING AND HEIGHTADJUSTMENT OF SOLID CONCRETE BLOCKS

FINISH GRADE

A

VIEW A-A

A

5' MIN. 5' MIN.

NEPTU

NE

trident

NOTE:

1. CITY IS TO SUPPLY FOLLOWING ITEMS ONLY:· PROPER METER W/ METER BOX· PROPER METER YOKE

2. SEE SPECIFICATION SECTION 02713.3.05 FOR MATERIAL ANDINSTALLATION REQUIREMENTS NOT SHOWN

4" COMPACTED STONE

GATE VALVE W/ RESTRAINEDMECHANICAL JOINTS

(CONCRETE COLLAR AS REQUIRED)(SEE SPECIFICATION SECTION

02713.3.06.A)

TEE FITTING W/ RESTRAINEDMECHANICAL JOINTS(SEE SPECIFICATIONSECTION 02713.3.02)

FLANGED COUPLING ADAPTER

GATE VALVE W/ RESTRAINED MECHANICALJOINTS (CONCRETE COLLAR AS REQUIRED) (SEESPECIFICATION SECTION 02713.3.06.A)

90° BEND FITTING WITH RESTRAINEDMECHANICAL JOINTS (SEE SPECIFICATIONSECTION 02713.3.02)

BY-PASS GATE VALVE W/ RESTRAINEDMECHANICAL JOINTS (CONCRETE COLLAR ASREQUIRED) (SEE SPECIFICATION SECTION02713.3.06.A)

90° BEND FITTING WITHRESTRAINED MECHANICAL

JOINTS (SEE SPECIFICATIONSECTION 02713.3.02)

TAPPING SADDLE ORTEE FITTING WITH

RESTRAINED MECHANICALJOINTS (SEE SPECIFICATION

SECTION 02713.3.05.B)

THREE COURSES OF SOLID 4" CONCRETE BLOCKS.FULL WALL NOT SHOWN FOR CLARITY.

STRAINER METER

FLOW TO CUSTOMER

TEE FITTINGW/ RESTRAINED MECHANICAL JOINTS(SEE SPECIFICATION SECTION 02713.3.02)

EX. CITY WATERMAIN

PLAN VIEW

FLOW TO CUSTOMER

3"-6" METER SETUP DETAIL (NTS)

ADDENDUM 3 4/2/20203

3

CJ

CJ

ROOF LEGEND

GENERAL ROOF PLAN NOTES

A3.011

A3.01

4

A3.01 2

A3.01

3 2

A5.01

3

A5.01

3 4 5 6 7 8

K

J

2

F

A

E

1 9 10

H

C

B

D

B.7

11

1

A6.01

1

A5.01

1/4" / 12"

1/4" / 12"2

A6.01

1

A6.02

RD

OVERFLOW SCUPPER,

SEE DETAIL 2/A4.51

CRICKET

CRICKET

GUTTER

ROOF ACCESS LADDER

OPEN TO BELOW

G

D9

ROOF WALK PADS,

COORDINATE WITH LOCATIONS

OF MECHANICAL EQUIPMENT

OVERFLOW SCUPPER,

SEE DETAIL 2/A4.51(SIM)

R.D.

4 3/8", TYP.

MIN. ROOF INSULATION

AT CANOPY IS 3"

5 5/8", TYP.

MIN. ROOF INSULATION

AT VESTIBULE IS 4"

1

A6.02

Sim

3"

4"

MEMBRANE ROOF ON 5/8" PROTECTION BOARD

ON 4" RIGID INSULATION ON MTL. DECK.

PREFINISHED COPING

PREFINISHED COPING

PREFINISHED COPING

PREFINISHED COPING

PREFINISHED COPING

CRICKET AT EACH MECHANICAL PENETRATION

ON THE UP SLOPED SIDE, INSTALL PER

MANUFACTURER'S RECOMMENDATIONS, TYP.

3333

ROOF DRAIN

OVERFLOW ROOF DRAIN

DOWNSPOUT

INSULATION THICKNESS (INCHES)

INDICATES DIRECTION OF ROOF

SLOPE

ROOF PENETRATION

R.D.

3"

O.D.

D.S.

1. "R.D." INDICATES ROOF DRAIN. "O.D." INDICATES OVERFLOW

DRAIN. DSSB INDICATES DOWNSPOUT W/ SPLASHBLOCK. DSB

INDICATES DOWNSPOUT WITH BOOT (FOR STORM DRAIN).

2. "SCUPPER" INDICATES OVERFLOW SCUPPER IN EITHER PARAPET

WALL OR GRAVEL STOP. SEE PLANS FOR LOCATIONS.

3. ARROWS ON THE ROOF PLAN INDICATE WATER DRAINAGE

DIRECTION. ROOF SLOPES SHALL BE A MINIMUM OF 1/4" PER

FOOT OR AS PER MANUFACTURER'S RECOMMENDATIONS.

4. RIGID INSULATION BOARD CRICKETS DIRECTING WATER TO ROOF

DRAINS SHALL BE SLOPED TO DIRECT POSITIVE DRAINAGE TO THE

ROOF DRAINS AT A MINIMUM OF 1/2" PER FOOT OR AS PER

MANUFACTURER'S RECOMMENDATIONS.

5. THICKNESS INDICATED ON THE ROOF PLAN IS MINIMUM ALLOWED.

THIS IS MEASURED FROM THE TOP OF CONCRETE OR METAL DECK

TO THE TOP OF ROOF CONSTRUCTION. BUILD UP EDGES OF ROOF

THE THICKNESSES SHOWN.

6. ROOF DRAINS SHALL NOT BE LOCATED LESS THAN 12" FROM ANY

BEAM CENTERLINE.

7. SEE PLUMBING & MECHANICAL PLANS FOR ROOF DRAIN SIZES AND

MECHANICAL UNIT CONDENSATION LINES. COORDINATE LOCATION

OF CONDENSATION LINES PER MANUFACTURER'S

RECOMMENDATIONS.

8. SEE PLUMBING PLANS FOR ALL VENT PIPE LOCATIONS.

9. ROOFING CONTRACTOR IS TO INSTALL FLASHING AT ALL ROOF

PENETRATIONS AS PER MANUFACTURER'S STANDARD DETAILS.

10. ALL VENTS THROUGH ROOF SHALL MAINTAIN THE FOLLOWING

MINIMUM DISTANCES:

A. MECHANICAL FRESH AIR INTAKE - 25'-0"

B. EDGE OF BUILDING - 5'-0"

11. ALL ROOF EDGE CONDITIONS ARE TO BE CONSIDERED PARAPET

WALLS UNLESS OTHERWISE NOTED.

06"

1'1'

-6"

03"

6"1'

2'0

1'2'

3'0

6"1'

2'4'

02'

4'6'

01'

2'4'

8'0

2'4'

8'16

'0

8'16

'24

'0

4'8'

16'

32'

RUFUS JOHNSON

ASSOCIATESOF CLARKSVILLE, INC.architecture + planning + interiors

+ sustainability1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

931.647.6301archstudio@rjaarch.comCOPYRIGHT 2020 ©

Reproduction of these drawings or any part thereof is prohibited without

written approval of the architect, RUFUS JOHNSON ASSOCIATES.

These drawings are protected by U.S. copyright laws and violations

are subject to legal recourse.

SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

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AP

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GR

AP

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1/8

" =

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GR

AP

HIC

SC

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1/4

" =

1'-0"

GR

AP

HIC

SC

ALE

3/8

" =

1'-0"

GR

AP

HIC

SC

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1/2

" =

1'-0"

GR

AP

HIC

SC

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3/4

" =

1'-0"

GR

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CONST. DOCS

SCALE: SCALE: SCALE: SCALE:

PLAN NORTHPLAN NORTHPLAN NORTHPLAN NORTH

1/8" = 1'1/8" = 1'1/8" = 1'1/8" = 1'----0"0"0"0"

ROOF PLANROOF PLANROOF PLANROOF PLANAddendum 3 04/06/2020

3333

CJ

CJ

WALL LEGEND

3 4 5 6 7 8

K

J

2

F

A

E

1 9 10

H

C

B

D

B.7

11

1/4" / 12"

1/4" / 12"

RD

OPEN TO BELOW

G

D9R.D.

RTU-E-1 RTU-A-1RTU-F-1

RTU-C-1

RTU-A-2

RTU-B-1RTU-B-2

RTU-D-1

EF-1

EF-2

CU-1

NON-RATED PARTITION TO 4" ABOVE CEILING

NON-RATED PARTITION TO DECK

SMOKE PARTITION TO DECK

1-HOUR FIRE BARRIER

1-HOUR SMOKE BARRIER

NON-RATED C.M.U. PARTITION TO DECK

FOR MORE INFORMATION, SEE SHEET G.1.02 &

SPECIFICATION SECTION 01 06 10 - RATED WALL

ASSEMBLIES

CONSULTING ENGINEERS

2950 KRAFT DRIVE

NASHVILLE, TN. 37211

PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com

ICT Project No. 190643

I.C. Thomasson Associates, Inc. RUFUS JOHNSON

ASSOCIATESOF CLARKSVILLE, INC.architecture + planning + interiors

+ sustainability1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

931.647.6301archstudio@rjaarch.comCOPYRIGHT 2019 ©

Reproduction of these drawings or any part thereof is prohibited without

written approval of the architect, RUFUS JOHNSON ASSOCIATES.

These drawings are protected by U.S. copyright laws and violations

are subject to legal recourse.

SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

4/6

/2020 1

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1901

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CONSTRUCTION DOCS

SCALE:

PLAN NORTH

1/8" = 1'-0"

HVAC - ROOF PLAN

REFRIGERANT PIPING FROM AC-1 BELOW. PROVIDE EQUIPMENT SUPPORT CURB FOR CONDENSING UNIT AND PIPE PENETRATION CURB

CR DP

ADDENDUM 3 4/06/2020

3

FEC

FEC

FE

C

FEC

DS

BD

SB

DS

BD

SB

AED/O2

FE

C

DS

BD

SB

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJCJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJCJ

CJ

CJ

CJ

WH

WALL LEGEND

3 4 5 6 7 8

K

J

2

F

A

E

1 9 10

H

C

B

D

B.7

11

STOR.143INTERVIEW 2

139

OFC119

CORRIDOR103

MONITORING136

OFC114

INTERVIEW 1138

VEST.100

WALK-IN REPORTING102

RECEPTION/CLERICAL111

LOBBY101

BRIEFING/ TRAINING104

REPORT WRITING145

BREAK105

M. LOCKER148

FITNESS150

EVS149

W. LOCKER147

MECH YARD154

PASS110B

DATA122

MECH/ ELEC124

CORRIDOR109

PASS146

SGT. OFFICE130

CONFERENCE128

OFC113

OFC116

OFC115

DETECTIVE OPEN

OFFICE129

OFC117

PASS137

STORAGE123

WITNESS INT.133

INTERVIEW 3140

INTERVIEW 4141

OFC112

BREAK AWAY134

BREAK AWAY131

TLT.106

TLT.107

STOR.108

MEN'S TLT.120

WOMEN'S TLT.121

WITNESS INT.132

UNIFORM PATROL EQP.127

SGT. OPEN OFFICE125

OFC118

TLT.142

BREAK AWAY126

EVIDENCE

LKR./DOCKING152

EVIDENCE PACK.144

VEST.153

PASS135

SALLYPORT159

COPY

COPY

PRINT

PASS110A

RISER RM124C

COPY

G

D9

FE

FE

WB

REF

MICROCM

STOVE

PRINT

GENERATOR

RFG. PIPING FROM AC-1 UP THROUGH ROOF TO CU-1

RTU-B-1

RTU-E-1

RTU-B-2

RTU-A-1

RTU-A-2 RTU-F-1RTU-C-1

CU-1

EF-1

EF-2

T

T

T

T

T

T

T

T

T

H

H

H

H

H

H

H

H

MCD. SLOPE WITH ROOF. CONNECT AT EACH RTU. ROUTE TO FLOOR DRAIN.

RTU-D-1

T H

EH-5

EH-2

EH-1

EH-3

ROUTE MCD DOWN TO STORAGE ROOM FLOOR DRAIN. TERMINATE WITH 2" AIR GAP.

NON-RATED PARTITION TO 4" ABOVE CEILING

NON-RATED PARTITION TO DECK

SMOKE PARTITION TO DECK

1-HOUR FIRE BARRIER

1-HOUR SMOKE BARRIER

NON-RATED C.M.U. PARTITION TO DECK

FOR MORE INFORMATION, SEE SHEET G.1.02 &

SPECIFICATION SECTION 01 06 10 - RATED WALL

ASSEMBLIES

CONSULTING ENGINEERS

2950 KRAFT DRIVE

NASHVILLE, TN. 37211

PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com

ICT Project No. 190643

I.C. Thomasson Associates, Inc. RUFUS JOHNSON

ASSOCIATESOF CLARKSVILLE, INC.architecture + planning + interiors

+ sustainability1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

931.647.6301archstudio@rjaarch.comCOPYRIGHT 2019 ©

Reproduction of these drawings or any part thereof is prohibited without

written approval of the architect, RUFUS JOHNSON ASSOCIATES.

These drawings are protected by U.S. copyright laws and violations

are subject to legal recourse.

SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

4/6

/2020 1

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6 P

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1901

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CONSTRUCTION DOCS

SCALE:

PLAN NORTH

1/8" = 1'-0"

PIPING - FLOOR PLAN

CR DP

ADDENDUM 3 4/06/2020

3

CONSULTING ENGINEERS

2950 KRAFT DRIVE

NASHVILLE, TN. 37211

PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com

ICT Project No. 190643

I.C. Thomasson Associates, Inc. RUFUS JOHNSON ASSOCIATES

OF CLARKSVILLE, INC.architecture + planning + interiors

+ sustainability1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

931.647.6301archstudio@rjaarch.comCOPYRIGHT 2019 ©

Reproduction of these drawings or any part thereof is prohibited without

written approval of the architect, RUFUS JOHNSON ASSOCIATES.

These drawings are protected by U.S. copyright laws and violations

are subject to legal recourse.

SHEET NUMBER

Description Date

PROJECT NUMBER

DRWN BY: CHK'D BY:

ORIG. ISSUE DATE:

ISSUE DESCRIPTION:

DOCUMENT CHANGES

4/6

/2020 1

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8:5

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1901

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ICT ICT

02/24/20

CONSTRUCTION DOCS

Notes:

Receptacle 67680 VA 57.39% 38840 VA

Equipment 38345 VA 90.00% 34511 VA Total Est. Demand Current: 430 A

Heating 6750 VA 100.00% 6750 VA Total Conn. Current: 551 A

Other 500 VA 100.00% 500 VA Total Est. Demand: 154857 VA

Motor 74020 VA 85.00% 62917 VA Total Conn. Load: 198626 VA

Lighting 11824 VA 100.00% 11824 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

551 A

198626 VA

20

19

18

17

16

15

14

13 SPD 3 60 A 0 VA

12 SPACE 3 250 A 0 VA

11 SPACE 3 250 A 0 VA

10 SPACE 3 250 A 0 VA

9 SPACE 3 250 A 0 VA

8 RTU-F-1 (3#4,#8G,1"C) 3 60 A 13834 VA

7 RTU-E (3#6,#10G,3/4"C) 3 50 A 12105 VA

6 RTU-B-2 (3#8,#10G,3/4"C) 3 35 A 6917 VA

5 RTU-A-1 (3#10,#10G,3/4"C) 3 30 A 6052 VA

4 Panel B 3 200 A 60771 VA

3 Panel A 3 100 A 5008 VA

2 ATS-LS 3 200 A 7295 VA

1 ATS-EQ 3 250 A 87116 VA

CKT Circuit Description # of Poles Trip Rating Load Remarks

Notes:

Enclosure: Type 1

Mounting: Surface Wires: 4 Mains Rating: 800 A

Supply From: Phases: 3 Mains Type: MCB

Location: MECH/ ELEC 124 Volts: 120/208 Wye A.I.C. Rating: 22,000

Distribution Panel: MDP

Notes:

Total Est. Demand Current: 187 A

Total Conn. Current: 242 A

Receptacle 35820 VA 63.96% 22910 VA Total Est. Demand: 67482 VA

Equipment 19400 VA 90.00% 17460 VA Total Conn. Load: 87116 VA

Motor 31896 VA 85.00% 27112 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 262 A 253 A 220 A

Total Load: 30948 VA 29808 VA 26359 VA

125 Spare -- 20 A 1 0 0 1 20 A -- Spare 126

123 Spare -- 20 A 1 0 0 1 20 A -- Spare 124

121 Spare -- 20 A 1 0 0 1 20 A -- Spare 122

119 Spare -- 20 A 1 0 0 1 20 A -- Spare 120

117 Spare -- 20 A 1 0 0 1 20 A -- Spare 118

115 Spare -- 20 A 1 0 0 1 20 A -- Spare 116

113 Spare -- 20 A 1 0 0 1 20 A -- Spare 114

111 Spare -- 20 A 1 0 0 1 20 A -- Spare 112

109 Spare -- 20 A 1 0 0 1 20 A -- Spare 110

107 Spare -- 20 A 1 0 0 1 20 A -- Spare 108

105 Spare -- 20 A 1 0 0 1 20 A -- Spare 106

103 Spare -- 20 A 1 0 0 1 20 A -- Spare 104

101 Spare -- 20 A 1 0 0 1 20 A -- Spare 102

99 Spare -- 20 A 1 0 0 1 20 A -- Spare 100

97 Spare -- 20 A 1 0 0 1 20 A -- Spare 98

95 Spare -- 20 A 1 0 0 1 20 A -- Spare 96

93 Spare -- 20 A 1 0 0 1 20 A -- Spare 94

91 -- -- -- -- 0 0 1 20 A -- Spare 92

89 -- -- -- -- 0 0 1 20 A -- Spare 90

87 GEN. PANEL (4#4, #8 GND., 1-1/4C.) Other 60 A 3 0 2000 1 20 A Equip... Equipment 88

85 Equipment Equip... 20 A 1 500 1500 1 20 A Equip... Equipment 86

83 GATE Equip... 20 A 1 500 500 1 20 A Equip... GATE 84

81 Receptacle Recept... 20 A 1 720 360 1 20 A Recept... Receptacle 82

79 Receptacle Recept... 20 A 1 720 720 1 20 A Recept... Receptacle 80

77 Receptacle - 119 Recept... 20 A 1 360 720 1 20 A Recept... Receptacle 78

75 Receptacle - 119 Recept... 20 A 1 720 720 1 20 A Recept... Receptacle - 119 76

73 Receptacle Recept... 20 A 1 180 720 1 20 A Recept... Receptacle - 119 74

71 Receptacle Recept... 20 A 1 360 360 1 20 A Recept... Receptacle 72

69 -- -- -- -- 749 500 1 20 A Motor Motor 70

67 AC/CU-1 Motor 15 A 2 749 500 1 20 A Motor Motor 68

65 -- -- -- -- 2978 720 1 20 A Recept... System Furniture 66

63 -- -- -- -- 2978 720 1 20 A Recept... System Furniture 64

61 RTU-D (3#6,#10G,3/4"C) Motor 45 A 3 2978 720 1 20 A Recept... System Furniture 62

59 -- -- -- -- 2498 720 1 20 A Recept... System Furniture 60

57 -- -- -- -- 2498 720 1 20 A Recept... System Furniture 58

55 RTU-C-1 (3#8,#10G,3/4"C) Motor 40 A 3 2498 720 1 20 A Recept... System Furniture 56

53 -- -- -- -- 2306 720 1 20 A Recept... System Furniture 54

51 -- -- -- -- 2306 720 1 20 A Recept... System Furniture 52

49 RTU-B-1 (3#8,#10G,3/4"C) Motor 35 A 3 2306 720 1 20 A Recept... Receptacle 50

47 -- -- -- -- 2017 720 1 20 A Recept... System Furniture 48

45 -- -- -- -- 2017 720 1 20 A Recept... System Furniture 46

43 RTU-A-2 (3#10,#10G,3/4"C) Motor 30 A 3 2017 720 1 20 A Recept... System Furniture 44

41 Receptacle - 111 Recept... 20 A 1 540 360 1 20 A Recept... Receptacle - 111 42

39 Receptacle - 111 Recept... 20 A 1 720 360 1 20 A Recept... Receptacle 40

37 Equipment Docking - 152 Equip... 20 A 1 1500 1500 1 20 A Equip... Equipment Docking - 152 38

35 Equipment Docking - 152 Equip... 20 A 1 1500 1500 1 20 A Equip... Equipment Docking - 152 36

33 Equipment Docking - 152 Equip... 20 A 1 1500 1500 1 20 A Equip... Equipment Docking - 152 34

31 Equipment Docking - 152 Equip... 20 A 1 500 1500 1 20 A Equip... Equipment Docking - 152 32

29 Receptacle - 145 Recept... 20 A 1 720 720 1 20 A Recept... Receptacle - 145 30

27 Receptacle - 145 Recept... 20 A 1 720 720 1 20 A Recept... Receptacle - 145 28

25 COPIER - 145 Equip... 20 A 1 1200 720 1 20 A Recept... Receptacle - 145 26

23 Receptacle - 136 Recept... 20 A 1 540 1080 1 20 A Recept... Receptacle - 135 24

21 COPIER - 129 Equip... 20 A 1 1200 540 1 20 A Recept... Receptacle - 136 22

19 Receptacle - 134 Recept... 20 A 1 720 720 1 20 A Recept... Receptacle - 131 20

17 Receptacle - 129 Recept... 20 A 1 1040 900 1 20 A Recept... Receptacle - 129 18

15 Receptacle - 128 Recept... 20 A 1 1040 720 1 20 A Recept... Receptacle - 128 16

13 Receptacle - 130 Recept... 20 A 1 900 360 1 20 A Recept... Receptacle - 128 14

11 Receptacle - 122 Recept... 20 A 1 360 180 1 20 A Recept... Receptacle - 124 12

9 Receptacle - 122 Recept... 20 A 1 360 360 1 20 A Recept... Receptacle - 122 10

7 Receptacle - 117 Recept... 20 A 1 720 900 1 20 A Recept... Receptacle - 118 8

5 Receptacle - 116 Recept... 20 A 1 900 540 1 20 A Recept... Receptacle - 117 6

3 Receptacle - 115 Recept... 20 A 1 900 720 1 20 A Recept... Receptacle - 115 4

1 Receptacle - 114 Recept... 20 A 1 720 720 1 20 A Recept... Receptacle - 114 2

CKT Circuit DescriptionDemand

Code TRIP P

A B C

P TRIPDemand

Code Circuit Description CKT

Notes:

Enclosure: Type 1

Mounting: Surface Wires: 4 Mains Rating: 250 A

Supply From: ATS-EQ Phases: 3 Mains Type: MLO

Location: MECH/ ELEC 124 Volts: 120/208 Wye A.I.C. Rating: 22,000

Branch Panel: EQ

Notes:

Receptacle 35820 VA 63.96% 22910 VA Total Est. Demand Current: 207 A

Equipment 19400 VA 90.00% 17460 VA Total Conn. Current: 261 A

Other 500 VA 100.00% 500 VA Total Est. Demand: 74495 VA

Motor 31896 VA 85.00% 27112 VA Total Conn. Load: 94123 VA

Lighting 6818 VA 100.00% 6818 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

261 A

94123 VA

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2 ATS-LS 3 100 A 7295 VA

1 ATS-EQ 3 250 A 87116 VA

CKT Circuit Description # of Poles Trip Rating Load Remarks

Notes:

Enclosure: Type 1

Mounting: Surface Wires: 4 Mains Rating: 350 A

Supply From: Phases: 3 Mains Type: MLO

Location: MECH YARD 154 Volts: 120/208 Wye A.I.C. Rating: 10,000

Distribution Panel: EDP

Revision 2 03/31/20

Addendum 3 04/06/20

3

DC

REX

J

N/A

N/A

CARD READER

N/ADOOR CONTACT

REQUEST TO EXIT

ACCESS CONTROL JUNCTION BOX

FIXED CCTV CAMERA (1) CAT 6 CABLE

360 DEGREE MULTI SENSOR CCTV CAMERA (5MP PER LENSE)

180 DEGREE MULTI SENSOR CCTV CAMERA (2MP PER LENSE)

MICROPHONE

INTERCOM FLUSH MOUNT UNIT - 1 CAT 6 CABLEPROVIDED BY

INTERCOM CONT.

CCTV MONITOR

(1) 2 STRAND OM4

(1) CAT 6 CABLE

CODE BLUE CALL BOX CB 2-E, (OR EQUAL), WITH ANALOG CALL BOX

INTERCOM DESK UNIT WITH VIDEO - 1 CAT 6 CABLE PROVIDED BYINTERCOM CONT.

LADDER RACK - SEE DETAILS DENOTED ON T9 SHEETS

MOUNTING HEIGHTDESCRIPTIONSYMBOL

TELECOMMUNICATIONS PATHWAY LEGEND

ABOVE RACKS

4" X 12" BASKET TYPE CABLE TRAY

- CONTRACTOR SHALL LEAVE 25' SLACK CABLE IN CEILING FOR RELOCATION OF CABLE.

MOUNTING HEIGHTBACK BOXDESCRIPTIONSYMBOL

STRUCTURED CABLE LEGEND

WIRELESS ACCESS POINT - (1) CAT 6 DATA CABLE

AV FLOORBOX OUTLET - PROVIDE 1-1/2" CONDUIT TO BEHIND TELEVISION

4 X 4 SQ. 2-1/8" DEEP1-GANG RING

4 X 4 SQ. 2-1/8" DEEP1-GANG RING

6" ABOVE COUNTER

ABOVE CEILINGHILTI SPEED SLEEVE - PART NUMBER CP 653 2" / CP 653 4" OR APPROVED EQUAL

X TYPICAL TELECOM OUTLET X=NUMBER OF CAT 6 CABLES

X COUNTER HEIGHT TELECOM OUTLET X=NUMBER OF CAT 6 CABLES

AV

CEILING

FLOOR

SINGLE PORT

SURFACE MOUNT BOX

CEILING MOUNT PROJECTOR - (1) CAT 6 DATA CABLE

ABOVE CEILING

CEILINGSINGLE PORT

SURFACE MOUNT BOX

TELECOM FLOORBOX OUTLET - SAME NAMING CONVENTION AS TYPICALX

TELECOM OUTLET - 1-1/4" CONDUITFLOOR

PROJ

PAC525FCTV TELEVISON OUTLET - (1) CAT 6

ACCESS CONTROL LEGEND

CCTV LEGEND

INTERCOM LEGEND

STACKED TELECOM OUTLETS 1 CAT 6 DATA CABLE IN EACH SPACE4 X 4 SQ. 2-1/8" DEEP

1-GANG RING

MOUNTING HEIGHTBACK BOXDESCRIPTIONSYMBOL

46"

46"

CEILING ABOVE DOOR

MOUNTING HEIGHTBACK BOXDESCRIPTIONSYMBOL

C CEILING HEIGHT U.O.NSINGLE PORT

SURFACE MOUNT BOX

180

15' A.F.G.SEE DETAIL #1

SHEET T0.01

CEILINGSINGLE PORT

SURFACE MOUNT BOX

46"

360

M

MOUNTING HEIGHTBACK BOXDESCRIPTIONSYMBOL

46"

COUNTER / DESKMON

46" CENTERCB

COUNTER / DESK

18" AFF

84" U.O.N.

TOP OF DOOR

4 X 4 SQ. 2-1/8" DEEP1-GANG RING

4 X 4 SQ. 2-1/8" DEEP1-GANG RING

CR

NEMA 8" X 8" X 4" WITHBLANK COVER

IF

30",45" & 60" AFF

4 X 4 SQ. 2-1/8" DEEP1-GANG RING

ID

CONSULTING ENGINEERS

2950 KRAFT DRIVE

NASHVILLE, TN. 37211

PHONE (615) 346-3400

FAX (615) 346-3550

www.icthomasson.com

ICT Project No. 190643

I.C. Thomasson Associates, Inc. RUFUS JOHNSON

ASSOCIATESOF CLARKSVILLE, INC.architecture + planning + interiors

+ sustainability1740 MEMORIAL DRIVE, SUITE 2

CLARKSVILLE, TN 37043

931.647.6301archstudio@rjaarch.comCOPYRIGHT 2019 ©

Reproduction of these drawings or any part thereof is prohibited without

written approval of the architect, RUFUS JOHNSON ASSOCIATES.

These drawings are protected by U.S. copyright laws and violations

are subject to legal recourse.

SHEET NUMBER

Description Date

PROJECT NUMBER

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CONSTRUCTION DOCS

TELECOMMUNICATIONS - LEGEND

ADDENDUM 2 3/31/2020

ADDENDUM 3 4/6/2020

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