Part 2 Specifications - South Beach Placemaking.pdf

PART 2: SPECIFICATIONS

SPECIFICATIONS

26 01 00 GENERAL ELECTRICAL CONDITIONS

26 05 19 WIRE AND CABLE

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

25 05 32 OUTLET PULL AND JUNCTION BOXES

26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

26 05 90 DIRECTIONAL DRILLING

26 09 23 LIGHTING CONTROL EQUIPMENT

26 24 16 POWER MONITORING EQUIPMENT

26 50 00 LIGHT FIXTURES

31 10 00 CLEARING

31 20 00 EARTH WORK

31 23 16.13 TRENCHING

31 25 00 EROSION CONTROL

32 11 23 AGGREGATE BASE COURSES

32 12 16 ASPHALT PAVING

32 13 13 CONCRETE PAVING

32 13 16 COLORED CONCRETE

32 13 16 DECORATIVE COLORED CONCRETE

32 14 13 PRECAST CONCRETE UNIT PAVING

32 17 23 PAVEMENT MARKINGS

32 16 00 CURBS, GUTTERS, SIDEWALKS & DRIVEWAYS

32 33 00 SITE FURNISHINGS

32 84 00 IRRIGATION

32 93 00 LANDSCAPE

33 42 00 STORM WATER CONVEYANCE

SOUTH BEACH PLACEMAKING Specifications 26 01 00 – General Electrical Provisions Page 1 of 6

SECTION 260100 – GENERAL ELECTRICAL PROVISIONS

PART 1 - GENERAL

1.1 CONTRACT CONDITIONS

A. Work of this Section is bound by General Conditions, Supplementary Conditions, and all other Contract Documents in Volume 1 bound herewith in addition to this Specification and accompanying Drawings.

B. The Contractor shall inspect the job site prior to bidding and become familiarized with existing conditions which will affect the work.

C. Prior to start of work, obtain "As built," "Record," or other Drawings showing existing conditions or underground utilities.

1.2 RELATED WORK SPECIFIED ELSEWHERE

A. Comply with requirements herein where other Parts call for Work under this Part of Specifications. Electrical Work required by other Parts not shown on Electrical Drawings or specified in this Part of Specification shall be provided by trade or sub-trade requiring Electrical Work.

1.3 DESCRIPTION OF SYSTEM

A. Electrical Drawings are diagrammatic and do not necessarily show all raceways, wiring, number and types of fittings required.

B. Provide all related Electrical Work specified herein and diagramed or scheduled on Electrical Drawings. All work shall conform to applicable national, state, and local codes. Contractor is responsible for installation of complete and operating electrical systems.

1.4 QUALITY ASSURANCE

A. Qualifications of Installers:

1. For actual fabrication, installation and testing of Work of this Section, use only thoroughly trained and experienced personnel familiar with requirements for this Work and with installation recommendations of Manufacturers of specified items.

B. Design Criteria:

1. Conform Work with conditions shown and specified.

2. Where adjustments or modifications of Work are necessary for fabrication and installation of items, or for resolution of conflicts between items, make such adjustments at no added expense to Owner.

3. Submit adjustments or modifications of Work affecting functional or aesthetic design of Work to Architect for review.

4. Pay for equipment relocations or modifications necessitated by failure to advise Project Manager of conflicts or coordinate work.

C. Select equipment to meet design conditions stated. Contractor is responsible for meeting technical data and performance requirements of system.

26 01 00 – General Electrical Provisions Page 2 of 6

D. Satisfy requirements of regulatory agencies or codes having jurisdiction over project. Provide U.L. labels for all equipment falling under testing capabilities of U.L.

E. Procure licenses and permits, and pay fees, deposits, assessments and tax charges required for Electrical Work.

F. Arrange for and pay for inspections and tests required by codes and ordinances during construction.

1.5 REFERENCE STANDARDS

A. The following specifications and standards, except as hereinafter modified, are incorporated herein by reference and from a part of this specification to the extent indicated by the references thereto. Except where a specific date is given, the issue in effect (including amendments, addenda, revisions, supplements, and errata) on the date of Invitation for Bids shall be applicable. In text such specifications and standards are referred to by basic designation only.

1. Underwriters Laboratories (UL).

2. National Fire Protection Association (NFPA), Specifically:

a. NFPA 70 - National Electric Code.

3. National Electrical Safety Code.

4. National Electrical Manufacturer's Association (NEMA).

5. American National Standards Institute (ANSI).

6. Occupational Safety and Health Administration (OSHA).

7. City, County, and State Codes and Ordinances.

1.6 SUBMITTALS

A. Provide shop drawings and product data for the Work of this Part.

B. Submittal material sent by facsimile machine will not be accepted.

C. Post Contract Award:

1. Prepare and submit as follows:

a. Provide complete drawings, diagrams, illustrations, performance charts, brochures, and/or other data which adequately describes product to enable thorough evaluation.

b. Number of copies, method of distribution, format and schedule for submission;

c. Submit all at one time.

d. Do not order or manufacture equipment until full review received from

Engineer.

e. Submit, where applicable, certificates denoting conformance to standards adopted by recognized organizations such as NEMA, UL, OSHA, etc.

f. Schedule of values.

D. Provide product data for materials and equipment as required by individual sections.

E. Provide Shop Drawings for materials and equipment as required by individual sections.

26 01 00 – General Electrical Provisions Page 3 of 6

1.7 SUBSTITUTIONS

A. Substitution requests will not be considered unless they are submitted in writing.

B. Products specified herein are so specified to establish a minimum level of product quality. Except where indicated that no substitutions are allowable, equivalent quality products may be submitted to the Architect for approval.

C. Substitution requests will not be considered unless they include the following:

1. Model numbers of proposed substitutions.

2. Options which are required to make the proposed substitution comply with

Specifications.

3. Summary of modifications of the Work which are required to accommodate the proposed substitution.

1.8 RECORD DRAWINGS

A. Provide in accordance with Part 1.

1.9 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Make inspection of equipment for possible damage at time of delivery to avoid future delays in construction due to replacement or repair.

B. Protect against damage, theft and deterioration.

1. Store in original factory containers.

2. Do not expose equipment to dust, powder, abrasive, wetness, excessive dampness or temperature extremes, unless equipment approved for that use.

C. In event of damage, immediately make all repairs and/or replacements necessary to approval of Project Manager, at no additional expense to Owner.

1.10 PROTECTION

A. Suitably protect any unfinished Work from potential physical damage.

B. Do not leave unfinished Work unattended, which would pose life safety hazard.

C. Protect other Work against damage and discoloration caused by Work of this Section.

1.11 COORDINATION

A. Provide coordination for the Work of this Part in accordance with Part 1.

B. Report any discrepancies discovered between existing job conditions and Work to be installed. Fully resolve such discrepancies prior to continuation of work.

C. Coordinate sequencing of equipment installation and energizing with other trades.

1.12 WARRANTY

A. Warrant all Work included in this Specification for period of one year from date of substantial completion, under provisions of Part 1.

26 01 00 – General Electrical Provisions Page 4 of 6

B. During warranty period, remedy without delay or expense to Owner any defects providing, in judgment of Engineer, that such defects are not result of misuse or abuse on part of Owner.

C. Warrant that all equipment and installations are in compliance with OSHA regulations.

PART 2 - PRODUCTS

2.1 MATERIAL

A. Provide new material and equipment items that are standard products of Manufacturers regularly engaged in production of such materials and equipment.

Project Manager reserves right to reject items not in accordance with Specifications.

B. For each type of equipment, use same manufacturer throughout.

C. Verify all materials are acceptable to Authority having jurisdiction, as suitable for the use intended.

PART 3 - EXECUTION

3.1 COMPLETION

A. Complete each system as shown or specified herein and place in operation, except where only roughing-in or partial systems are called for.

3.2 SCHEDULING OF WORK

A. Schedule Work with all other Contractors to maintain job progress schedule, and avoid conflicts in installation of Work by various trades.

B. Coordinate with Project Manager to provide adequate access for installing large equipment.

3.3 EXCAVATION

A. Contact utilities before starting any excavation to locate underground services on site or in adjacent streets.

B. Locate and protect any existing underground services.

C. Repair any services damaged.

3.4 TRENCHING AND BACKFILLING

A. Provide trenching and backfilling to depth required for underground conduit, per NEC and/or Utility requirements.

B. Backfilling prior to inspection of installation by Project Manager and serving Utility not permitted.

26 01 00 – General Electrical Provisions Page 5 of 6

C. Minimum backfill requirements:

1. Raceway runs beneath building slabs, beneath areas to be paved and beneath streets and sidewalks.

a. Use 1/4 inch to 1 inch diameter, crushed or clean round river rock.

2. Underground raceway runs at all other locations.

a. Backfill in compacted layers not exceeding 6 inches in depth.

b. Use sand or "clean" earth free from rock larger than 1 inch diameter and debris.

3. Provide one continuous #14 copper conductor as a tracing conductor for locating the conduits in the future. Install the tracing conductor at the center line of the upper-most conduit in the trench. Install one tracing conductor in each conduit trench for each 4-foot trench width and one for each additional trench width of less than 4 feet wide. (i.e., provide one for a trench up to 4-feet wide, two for 5-8 feet wide, three for 9-12 feet wide, etc.). Provide a 6 foot coil of tracing wire at each end of the trench clearly marked on an identification tag: “TRENCH TRACING CONDUCTOR”. Also include the tracing conductor destination and a description of the conduits/conductors in the trench. The identification tag shall be machine generated text, enclosed in a waterproof clear plastic seal, and attached to the coil by means of a tywrap.

D. Power digging only in direction away from existing facilities.

E. Restore, to Project Manager's satisfaction at no additional expense, any sidewalks, landscaping, or other existing structure damaged due to excavation.

3.5 SLEEVES AND OPENINGS

A. Provide through walls for Electrical Work.

B. Patch and seal around all openings, both sides of material penetrated where possible.

3.6 MANUFACTURER'S INSTALLATION DETAILS

A. Follow exactly, where available.

B. Provide special wiring or fittings as required.

3.7 ACCESSIBILITY OF EQUIPMENT

A. Install equipment accessible for operation, maintenance or repair as required by

NEC.

3.8 COORDINATION

A. Coordinate conduit, junction boxes, supporting equipment, etc. Affecting normal operating and maintenance activities related to mechanical equipment, piping, valves, accessories, etc.

3.9 TESTS

A. Fully test and adjust equipment installed under this specifications prior to Owner's personnel instruction. Each system shall be left in proper operation free of faults, shorts or unintentional grounds.

26 01 00 – General Electrical Provisions Page 6 of 6

3.10 CLEANING OF ELECTRICAL INSTALLATION

A. See Part 1.

B. Prior to acceptance of building, thoroughly clean all exposed portions of electrical installation.

C. Remove all nonessential labels and traces of foreign substances.

D. Use only cleaning solution approved by Manufacturer.

E. Avoid any damage to finished surfaces.

END OF SECTION 260100

26 05 19 – Wire and Cable Page 1 of 3

SECTION 260519- WIRE AND CABLE

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Building wire.

B. Cable.

C. Wiring connections and terminations.

1.2 SUBMITTALS

A. Submit shop drawings and product data under the provisions of Section 260100.

B. Submit manufacturer's instructions.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS - WIRE

A. American Insulated Wire Corp.

B. Essex/Paranite/Diamond

C. General Cable/Guardian/Carol

D. Southwire

E. Cerrowire

F. Substitutions: Under provisions of Section 260100.

2.2 WIRE

A. Feeders and Branch Circuits 4:

1. Copper conductor.

2. 600 volt insulation.

3. THHN/THWN.

4. Not less than 98% conductivity.

5. Stranded conductor.

B. Color Coding: (Obtain local electrical inspectors approval).

1. 120/240 Volt System:

a. A phase - black.

b. B phase - red.

c. Neutral - white.

d. Ground - green.

26 05 19 – Wire and Cable Page 2 of 3

2.3 SPLICES

A. Pre-Insulated Connectors:

1. 5 port, Nominal 2.81”L x 1.188”W x 1.375” H.

2. 4-14 AWG.

3. NSI IPL4-6 or equal.

PART 3 - EXECUTION

3.1 GENERAL WIRING METHODS

A. Use no wire smaller than 10 AWG for power and lighting circuits.

B. Place an equal number of conductors for each phase of a circuit in same raceway or cable.

C. No shared neutrals. Provide one neutral for each phase conductor in branch circuits.

D. Splice only in junction or outlet boxes.

E. Neatly train and lace wiring inside boxes, equipment, and panelboards using cable ties.

1. Manufacturer: T&B Ty-Rap, or approved.

3.2 WIRING INSTALLATION IN RACEWAYS

A. Pull all conductors into a raceway at the same time.

B. Equipment Grounding Conductors:

1. Provide a separate, insulated equipment grounding conductor in feeder and branch circuits.

2. Terminate each end on a grounding lug, bus, or bushing.

3. Provide individual ground wire in flexible conduit and non-metallic raceways.

C. Completely and thoroughly swab raceway system before installing conductors.

3.3 WIRING CONNECTIONS AND TERMINATIONS

A. Splice only in accessible junction boxes.

B. #8 Copper Wire and Smaller:

1. Use preinsulated connectors with separate port for each conductor

2. Tighten lugs in accordance with manufacturer’s torque recommendations.

C. Thoroughly clean wires before installing lugs and connectors.

D. Make splices, taps, and terminations to carry full ampacity of conductors without perceptible temperature rise.

3.4 FIELD QUALITY CONTROL

A. Inspect wire and cable for physical damage and proper connection.

26 05 19 – Wire and Cable Page 3 of 3

B. Torque test conductor connections and terminations to manufacturer's recommended values.

C. Perform continuity test on all power and equipment branch circuit conductors.

Verify proper phasing connections.

3.5 WIRE AND CABLE INSTALLATION SCHEDULE

A. Exterior Locations: Building wire in continuous non-metallic raceways, as shown on Drawings.

B. Conductor sizes indicated, such as home run annotations, shall be maintained through out entire circuit length.

END OF SECTION 260519

SOUTH BEACH PLACEMAKING

26 05 26 – Grounding and Bonding for Electrical Systems

Specifications

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Part 1 Sections, apply to this Section.

1.2 SUMMARY

A. Section includes grounding and bonding systems and equipment, plus the following special applications:

1. Underground distribution grounding.

PART 2 - PRODUCTS

2.1 SYSTEM DESCRIPTION

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

2.2 CONDUCTORS

A. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by applicable Code or authorities having jurisdiction.

PART 3 - EXECUTION

3.1 APPLICATIONS

A. Conductors: Install solid conductor for No. 8 AWG and smaller.

B. Conductor Terminations and Connections:

1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors.

3.2 EQUIPMENT GROUNDING

A. Install insulated equipment grounding conductors with all branch circuits.

END OF SECTION 260526

26 05 32 – Outlet Pull and Junction Boxes Page 1 of 2

SECTION 260532 - PULL AND JUNCTION BOXES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Outlet, Pull and junction boxes.

1.2 PROJECT CONDITIONS

A. Verify Field measurements are as shown on drawings.

1.3 SUBMITTALS

A. Submit product data under provisions of Section 260100.

B. Provide product data for meter / time clock enclosure showing configurations, finishes, dimensions, and manufacturer's instructions.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS – POLYMER CONCRETE JUNCTION BOX FOR

UNDERGROUND INSTALLATIONS

A. Quazite Model PT1015BB18.

B. Opening dimensions 10” x 15”. 18” Deep. Tapered sides.

C. Substitutions: under provisions of Section 260100.

2.2 POLYMER CONCRETE JUNCTION BOXES

A. Open Bottom, tapered.

B. Mouseholes at sides for conduit entry.

C. Fiberglass weatherproof cover with non-skid finish.

D. Provide embossed cover labeled “Lighting”.

2.3 METER AND TIME CLOCK ENCLOSURE

A. Manufacturers

1. Hoffman

2. Wiegmann N4122024081PTC (Basis for Design)

3. Subsititutions: See 260100

B. NEMA 4 Enclosure

C. Gray Finish

D. Concealed hinged door with keylocking/padlocking combo door handle.

26 05 32 – Outlet Pull and Junction Boxes Page 2 of 2

E. Painted steel subpanel for mounting time clock and power monitoring equipment.

3.1 COORDINATION OF BOX LOCATIONS

A. Provide junction boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections, and code compliance.

B. Electrical box locations shown on Contract Drawings are approximate unless dimensioned. See Landscape drawings for locations.

C. Install in ground junction boxes flush with finished grade.

END OF SECTION 260532

26 05 43 – Underground Ducts and Raceways for Electrical Systems

Specifications

SECTION 260543 - UNDERGROUND RACEWAYS FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Part 1, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Rigid nonmetallic duct.

1.3 DEFINITIONS

A. Direct Buried: Duct or a duct bank that is buried in the ground, without any additional casing materials such as concrete.

B. Duct: A single duct or multiple ducts. Duct may be either installed singly or as component of a duct bank.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include duct-bank materials, including spacers and miscellaneous components.

2. Include duct, conduits, and their accessories, including elbows, end bells, bends, fittings, and solvent cement.

3. Include accessories for boxes.

4. Include underground-line warning tape.

1.5 FIELD CONDITIONS

A. Ground Water: Assume ground-water level is at grade level unless a lower water table is noted on Drawings.

B. Ground Water: Assume ground-water level is 36 inches below ground surface unless a higher water table is noted on Drawings.

PART 2 - PRODUCTS

2.1 RIGID NONMETALLIC DUCT

A. Underground Plastic Utilities Duct: Type EPC-40-PVC RNC, complying with NEMA TC 2 and UL 651, with matching fittings complying with NEMA TC 3 by same manufacturer as duct.

Specifications

B. Listed and labeled as defined in NFPA 70, by a nationally recognized testing laboratory, and marked for intended location and application.

C. Solvents and Adhesives: As recommended by conduit manufacturer.

2.2 DUCT ACCESSORIES

A. Duct Spacers: Factory-fabricated, rigid, PVC interlocking spacers; sized for type and size of duct with which used, and selected to provide minimum duct spacing indicated while supporting duct during concreting or backfilling.

PART 3 - EXECUTION

3.1 PREPARATION

A. Coordinate layout and installation of ducts and boxes with final arrangement of site grading, and surface features as determined in the field.

B. Coordinate elevations of duct and duct-bank entrances into boxes with final locations and profiles of ducts, as determined by coordination with surface features. Revise locations and elevations as required to suit field conditions and to ensure that ducts will drain to junction boxes as approved by Project Manager.

3.2 UNDERGROUND DUCT APPLICATION

A. Duct for Electrical Branch Circuits: Type EPC-40-PVC, direct-buried unless otherwise indicated.

B. Bored Underground Duct: Type EPEC-40-HDPE unless otherwise indicated.

3.3 EARTHWORK

A. Restoration: Replace area immediately after construction vehicle traffic in immediate area is complete.

B. Restore surface features at areas disturbed by excavation, and re-establish original grades unless otherwise indicated. Replace removed sod immediately after backfilling is completed.

C. Restore areas disturbed by trenching, storing of dirt, cable laying, and other work.

Restore vegetation and include necessary topsoiling, fertilizing, liming, seeding, sodding, and mulching.

3.4 DUCT INSTALLATION

A. Where indicated on Drawings, install duct, spacers, and accessories into the duct-bank configuration shown. Duct installation requirements in this Section also apply to duct bank.

Specifications

B. Install duct according to NEMA TCB 2.

C. Slope: Pitch duct a minimum slope of 1:300 down toward junction boxes and away from equipment. Slope duct from a high point between two manholes, to drain in both directions.

D. Curves and Bends: Use 5-degree angle couplings for small changes in direction.

Use manufactured long sweep bends with a minimum radius of 48 inches, both horizontally and vertically, at other locations unless otherwise indicated. Duct shall have maximum of three 90 degree bends or the total of all bends shall be no more 270 degrees between pull points.

E. Joints: Use solvent-cemented joints in duct and fittings and make watertight according to manufacturer's written instructions. Stagger couplings so those of adjacent duct do not lie in same plane.

F. Sealing: Provide temporary closure at terminations of duct with pulled cables. Seal spare duct at terminations. Use sealing compound and plugs to withstand at least 15-psig hydrostatic pressure.

G. Pulling Cord: Install 200-lbf- test nylon cord in empty ducts.

H. Direct-Buried Ducts:

1. Excavate trench bottom to provide firm and uniform support for duct.

2. Width: Excavate trench 3 inches wider than duct on each side.

3. Depth: Install top of duct at least 18 inches below finished grade unless otherwise indicated.

3.5 CLEANING

A. Pull leather-washer-type duct cleaner, with graduated washer sizes, through full length of duct until duct cleaner indicates that duct is clear of dirt and debris.

Follow with rubber duct swab for final cleaning and to assist in spreading lubricant throughout ducts.

END OF SECTION 260543

26 05 90 – Directional Drilling Page 1 of 2

SECTION 260590 - DIRECTIONAL DRILLING

1.1 GENERAL

A. Provide excavation, directional drilling, and remediation for the Work in this Section.

PART 2 - PRODUCTS

2.1 DIRECTIONAL DRILLING EQUIPMENT AND SYSTEMS

A. Bore routing shall be verified utilizing a walkover type tracking system.

B. A Vacuum System shall be utilized to remove excavated materials and drilling fluids at the entrance and exit of each bore.

PART 3 - EXECUTION

3.1 GENERAL

A. Excavation and Drilling shall be accomplished in a manner conducive with minimizing disturbance of existing conditions.

B. During drilling, reaming and pullback operations, the Contractor shall make adequate provisions for containing drilling fluids and cuttings at the entry and exit areas.

C. Drill in such a manner so as to reach maximum bore depth as quickly as possible and to maintain as much depth as possible within the constraints of existing conditions.

D. If it is determined changes in routing of one or more bores is required, the Contractor shall submit for and receive authorization for the change or changes from the Landscape Architect before beginning construction.

E. Provide hand digging and remediation as required to assist in the installation of conduit.

F. The Contractor shall maintain an ongoing boring log during construction recording depth and direction of each bore in order to provide accurate Record Drawings at the end of construction.

3.2 BACKFILLING STAGING AREA AND REMEDIATION OF DISTURBED AREAS

A. Refill and compact drilling staging area to original condition.

B. Backfill all disturbed areas with native soil and compact.

26 05 90 – Directional Drilling Page 2 of 2

3.3 TOLERANCES

A. Maximum allowable deviation from indicated routing:

1. Vertical: 24 inches.

2. Horizontal: 24 inches.

3.4 DISPOSAL OF EXCAVATED MATERIAL

A. Disposal of all excavated material shall conform to applicable state and local ordinances.

END OF SECTION 260590

26 09 23 – Lighting Control Equipment Page 1 of 1

SECTION 260923 - LIGHTING CONTROL EQUIPMENT

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Programmable lighting control system.

1.2 RELATED SECTIONS

A. Section 26 50 00 Lighting

1.3 SUBMITTALS

A. Submit product data under provisions of Section 260100.

B. Include outline drawings with dimensions, and equipment ratings for voltage, capacity, and poles.

C. Submit manufacturers' instructions under provisions of Section 260100.

PART 2 PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS – LIGHTING TIME CLOCK

A. Wattstopper B. Acuity.

C. Intermatic ET90215CE (Basis for Design) D. Substitutions: Under provisions of Section 260100.

2.2 LIGHTING CONTROL SYSTEM FEATURES

A. 2 circuit (2) single pole double throw. 30 amp rated contacts.

B. Astronomic 365 day Time Clock C. Program held in non volatile memory.

D. USB connection for uploading, downloading or transferring programs E. 100 hour capacitor backup.

F. Programming through screen menu.

PART 3 EXECUTION

3.1 EQUIPMENT INSTALLATION AND DOCUMENTATION

A. Provide time clock in enclosure where shown on drawings.

B. Tag each conductor passing through contacts of lighting controller with appropriate circuit number.

3.2 WARRANTY

A. Manufacturer shall supply a one year warranty on all hardware and software.

END OF 260923

26 24 16 – Power Monitoring Equipment Page 1 of 2

SECTION 262416 – POWER MONITORING EQUIPMENT

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Power Monitoring Equipment and Current Transformers

1.2 RELATED SECTIONS

A. Section 260653 - Electrical Identification.

1.3 SUBMITTALS

A. Submit shop drawings for equipment and component devices under provisions of Section 260100.

B. Include:

1. Outline and support point dimensions.

2. Storage Information

3. Display Details

4. Programming and download procedures.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis for Design: Dent Instruments Powerscout 3HD.

2.2 EQUIPMENT DESCRIPTION

A. Provide split core CT’s for each of (3) 20 amp single 120 volt single phase branch circuits.

B. Meters shall be Revenue grade ANSI C12.20-201- Class 0.2.

C. Mount 3 HD and CT’s in dedicated enclosure with time clock. See Specification section 260532.

D. Multichannel instruments shall feature a LCD display showing real time information about meter configuration and metered data.

E. Current transformers shall be of the standard accuracy class as those used by power company revenue metering (0.3%). The limits of the current transformer correction factor shall also apply at the maximum continuous thermal current rating factor (ANSI 12-1).

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install metering items in accordance with manufacturer's instructions.

26 24 16 – Power Monitoring Equipment Page 2 of 2

B. Install in separate enclosure on the outside of the building adjacent to the building meter .

C. Provide and install current transformers and mounting brackets.

D. Provide all connections between electronic meters and metering accessories

3.2 FIELD QUALITY CONTROL

A. Visual and Mechanical Inspection:

1. Inspect for physical damage, proper alignment, anchorage, and grounding.

2. Check proper installation and tightness of connections for circuit breakers, fusible switches, and fuses.

B. Provide start up services for the meter. Demonstrate operation to project representative.

END OF SECTION 262416

SOUTH BEACH PLACEMAKING PLAN Specifications 26 50 00 – Lighting Fixtures Page 1 of 2

SECTION 265000 – LIGHT FIXTURES

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Provide bollard light fixtures as scheduled at locations indicated on drawings.

1.2 SECTION INCLUDES

A. Exterior luminaires and accessories.

B. Bases.

1.3 SUBMITTALS

A. Submit product data under provisions of Section 260100.

B. Base details.

C. Submit manufacturer's installation instructions under provisions of Section 260100.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store products to site under provisions of Section 260100.

B. Store and protect products under provisions of Section 26 01 00.

1.5 JOB CONDITIONS

A. Existing Conditions:

1. Prior to ordering lighting fixtures, verify finish material in locations where lighting fixtures are mounted.

1.6 LIGHTING CONTROL DESCRIPTION

A. Connect new lighting circuits to new time clock.

PART 2 - PRODUCTS

2.1 LUMINAIRES AND ACCESSORIES

A. See Luminaire Schedule.

PART 3 - EXECUTION

A. Install fixtures in accordance with Manufacturer’s recommendations.

SOUTH BEACH PLACEMAKING PLAN Specifications 26 50 00 – Lighting Fixtures Page 2 of 2

3.2 PREPARATION

A. Field Measurements:

1. Coordinate bollard location with General Contractor.

B. Preparation of Surfaces:

1. Ensure finished surfaces of bases are relatively level prior to installation of lighting fixtures. Make final adjustments to plumb fixtures with leveling nuts.

3.3 BASES

A. Install bases as detailed on drawings.

B. Exposed concrete bases shall match color of surrounding pavement.

END OF SECTION 265000

31 31 00 – Clearing Page 1 of 3

SECTION 311000 – SITE CLEARING

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Site clearing of existing designated site improvements and landscaping.

B. Disposing of cleared materials offsite.

C. Protection of improvements to remain.

D. Existing boulder removal and relocation

1.2 RELATED SECTIONS

A. Section 31 20 00 - Earthwork

B. Section 31 25 00 – Erosion and Sediment Control

C. Section 32 12 16 – Asphalt Paving for Saw Cutting and Patching

1.3 SUBMITTALS

A. Submit under provisions outlined in Part 1.

B. Clearing Plan: Submit list and schedule of proposed operations and identify site improvements and features to remain. Include proposed location for stockpiles.

1.4 QUALITY ASSURANCE

A. Comply with Oregon Standard Specifications for Construction Sections 310 and 320.

1.5 PRE-INSTALLATION MEETINGS

A. Convene with City representative minimum one weeks prior to starting work of this section.

1.6 SEQUENCING

A. Ensure that work of this section is performed in time to prevent interruption of construction progress.

31 31 00 – Clearing Page 2 of 3

PART 2 - PRODUCTS

2.1 MATERIALS

A. Site Clearing Materials Suitable for Site Conditions:

1. Tree protection. See the requirements listed on the Plans.

2. Erosion control. See the requirements listed on the Plans.

3. Siltation control. See the requirements listed on the Plans.

4. Dust control materials. See the requirements listed on the Plans.

PART 3 - EXECUTION

3.1 SITE CLEARING OPERATIONS

A. Protect existing trees, vegetation, landscaping, and site improvements not scheduled for clearing which might be damaged by construction activities.

B. Trim existing trees and vegetation as recommended by arborist for protection during construction activities.

C. Clear and grub of stumps and vegetation, and removal and disposal of debris, rubbish, designated trees, and site improvements.

D. Strip topsoil and stockpile for reuse and re-distribution.

E. Install adequate temporary erosion control, siltation control, and dust control.

F. Protect adjacent property, structures, benchmarks, and monuments.

G. Temporary relocation fencing and site improvements scheduled for reuse.

H. Watering of trees and vegetation during construction activities.

I. Remove and legally dispose of cleared materials not reused for re-distribution over future phases.

J. Remove boulders from areas of new improvements. Boulders within the approved size range may be re-used according to plans.

3.2 CLEARING

A. Prevent damage to existing improvements indicated to remain, including improvements on and off site. Protect existing trees and vegetation indicated to remain. Do not stockpile materials and restrict traffic within drip line of existing trees to remain. Provide and maintain temporary guards to encircle trees or groups of trees to remain; obtain approval before beginning work. Comply with the provisions of the landscape plans.

31 31 00 – Clearing Page 3 of 3

B. Water vegetation as required to maintain health. Cover temporarily exposed roots with wet burlap and backfill as soon as possible.

C. Repair or replace vegetation, which has been damaged, or pay damages. Remove heavy growths of grass before stripping. Stockpile satisfactory topsoil containing no large stones, foreign matter and weeds on site for reuse.

D. Completely remove all improvements including stumps and debris except for those indicated to remain. Remove below grade improvements at least 12" below base grading plane and to the extent necessary so as not to interfere with new construction.

Remove farm debris as required. Strippings to be stockpiled, grubbing and debris to be removed from the site and disposed of legally.

E. Prevent erosion and siltation of streets, catch basins and piping. Control windblown dust. Remove waste materials and unsuitable soil from site and dispose of in a legal manner.

END OF SECTION 311000

31 20 00 - Earthwork Page 1 of 3

SECTION 312000 – EARTHWORK

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Excavation, filling, compacting and grading operations both inside and outside building limits as required for below-grade improvements and to achieve grades and elevations indicated. Provide trenching and backfill for electrical work and utilities.

B. Subbase materials, drainage fill, common fill, and structural fill materials for slabs, pavements, and improvements.

C. Suitable fill from off-site. If on-site quantities are insufficient or unacceptable, and legal disposal of excess fill off-site.

D. Rock excavation is not anticipated.

E. .

1.2 RELATED SECTIONS

A. Section 31 10 00 – Clearing

B. Section 31 25 00 – Erosion Control.

1.3 SUBMITTALS

A. Submit under provisions of Part 1.

B. Test Reports: Submit for approval density test reports, list of materials and gradations proposed for use.

1.4 QUALITY ASSURANCE

A. Perform work in accordance with Oregon Standard Specifications for Construction and the construction drawings.

B.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Handle excavated materials and import materials to avoid damage to site.

31 20 00 - Earthwork Page 2 of 3

1.6 PROJECT CONDITIONS

A. Perform work when environmental conditions (temperature, ground moisture, etc) are within limits recommended for optimum results and protection of the site.

1.7 SEQUENCING

A. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Earthwork:

1. Subbase Material: 3”-0 Dense Graded Aggregate per OSS Section 2630.

2. Bedding Course: ¾”-0 Dense Graded Aggregate per OSS Section 2630.

3. Borrow Soil: Approved on-site soil for fill or backfill.

4. Special Fill Material: Backfill for subdrains per OSS Section 2610.

5. Common Fill: Mineral soil free from unsuitable materials.

6. Structural Fill: Borrow Soil

PART 3 - EXECUTION

3.1 PREPARATION

A. Prepare surfaces using the methods for achieving the best result for the substrate under the project conditions.

3.2 INSTALLATION

A. Excavation is unclassified and includes excavation to subgrade regardless of materials encountered.

B. Maintain stability of excavations; coordinate shoring and bracing as required by authorities having jurisdiction. Prevent surface and subsurface water from accumulating in excavations. Stockpile satisfactory materials for reuse, allow for proper drainage and do not stockpile materials within drip line of trees to remain.

C. Compact materials at the optimum moisture content as determined by Geotechnical Evaluation by aeration or wetting to the specified percentages of maximum dry density:

1. Structure, Pavement, Walkways: Subgrade and each fill layer to 95 percent relative compaction using ASRM D698 as specified by the Geotechnical Evaluation.

31 20 00 - Earthwork Page 3 of 3

2. Unpaved Areas: Subgrade and each fill layer to 92 relative compaction using ASTM D698 as specified by the Geotechnical Evaluation.

D. Place acceptable materials in layers not more than 8 inches loose depth for materials compacted by heavy equipment and not more than 4 inches loose depth for materials compacted by hand equipment to subgrades indicated as follows:

1. Structural Fill: Use under foundations, slabs on grade in layers as indicated.

2. Drainage Fill: Use where indicated.

3. Common Fill: Use under unpaved areas.

4. Subbase Material: Use under pavement, walks, steps, piping and conduit.

5. Bedding Course: Below paving, wall footings and plinths.

E. Grading Tolerances Outside Building Lines:

1. Laandscape, unpaved areas, and walks, plus or minus 1 inch.

2. Pavements, plus or minus 1/2 inch.

F. Grading Tolerance for Fill Under Building Slabs: Plus or minus 1/2 inch measured with 10-foot straightedge.

G. Protect newly graded areas from traffic and erosion. Recompact and regrade settled, disturbed and damaged areas as necessary to restore quality, appearance, and condition of work.

H. Control erosion to prevent runoff into sewers or damage to sloped or surfaced areas.

I. Control dust to prevent hazards to adjacent properties and vehicles. Immediately repair or remedy damage caused by dust including air filters in equipment and vehicles.

Clean soiled surfaces.

J. Dispose of waste and unsuitable materials off-site in a legal manner.

END OF SECTION 312000

31 23 16.13 - Trenching Page 1 of 2

SECTION 31 23 16.13 – TRENCHING

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Excavation, back filling, and compacting for utilities outside the building.

1.2 RELATED SECTIONS

A. Section 31 10 00 – Excavation

B. Section 31 25 00 – Base Aggregate

1.3 SUBMITTALS

A. Submit under provisions of Part 1.

B. Test Reports: Submit for approval density test reports.

1.4 QUALITY ASSURANCE

A. Construct trenching per Oregon Standard Specifications for Construction or City of Newport Engineering Design and Construction Standards Manual and as specified on the plans.

1.5 PRE-INSTALLATION MEETINGS

A. Convene a minimum two weeks prior to starting work of this section.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store backfill materials on site as needed.

B. Separate different materials and store to prevent contamination.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Backfill

31 23 16.13 - Trenching Page 2 of 2

1. Bedding and pipe zone: ¾”-0 or 1”-0 base aggregate

2. Backfill under paving or structure: ¾”-0 or 1”-0 base aggregate

3. Backfill in landscape area: Base aggregate to 12” from surface, soil over (refer to landscape plans).

4. Drainage Fill: washed gravel per City of Newport Engineering Design and

Construction Standards Manual, where required.

5. Water quality soil mix: compost, sand, topsoil mixture per City of Newport

Engineering Design and Construction Standards Manual.

PART 3 - EXECUTION

3.1 PREPARATION

A. Prepare Site to access work area with equipment and backfill materials.

3.2 INSTALLATION

A. Excavation is unclassified and includes excavation to subgrade regardless of materials encountered. Repair excavations beyond elevations and dimensions indicated as follows:

1. At Structure: Concrete or compacted base aggregate.

2. Elsewhere: Backfill and compact as directed.

B. Maintain stability of excavations; coordinate shoring and bracing as required by authorities having jurisdiction. Prevent surface and subsurface water from accumulating in excavations. Stockpile satisfactory materials for reuse, allow for proper drainage.

C. Compact backfill materials at the optimum moisture content as determined by ASTM - 1557 by aeration or wetting to the following percentages of maximum dry density:

1. Structure, Pavement, Walkways: Subgrade and each fill layer to 95 percent of maximum dry density to suitable depth.

2. Unpaved Areas: Top 6 inches of subgrade and each fill layer to 90 percent maximum dry density.

D. Dispose of waste and unsuitable materials off-site in a legal manner.

END OF SECTION 312316

31 25 00 - Erosion and Sedimentation Control Page 1 of 3

SECTION 312500 – EROSION AND SEDIMENTATION CONTROL

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Erosion and sedimentation control installation and maintenance.

1.2 RELATED SECTIONS

A. Section 31 20 00 - Earthwork.

1.3 SUBMITTALS

A. Submit under provisions of Part 1.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction.

1.4 QUALITY ASSURANCE

A. Maintain copies of the required plans and documents that are required to be available on site at all times.

1.5 PRE-INSTALLATION MEETINGS

A. Convene a minimum one weeks prior to starting work of this section with the City of Newport representative.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store products in manufacturer's unopened packaging bearing the brand name and manufacturer's identification until ready for installation. Maintain extra unused materials on-site.

B. Handling: Handle materials to avoid damage.

31 25 00 - Erosion and Sedimentation Control Page 2 of 3

1.7 PROJECT CONDITIONS

A. Maintain erosion and sediment control BMP’s based on environmental conditions. Add additional BMP’s as needed to meet weather/work conditions. Do not install products under environmental conditions outside manufacturer's recommended limits.

1.8 SEQUENCING

A. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Erosion and Sedimentation Control shall comply with plans.

B. Provide Inlet Protection according to ODOT Inlet Protection detail as shown on plans.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Ensure owner has removed conflicting equipment.

B. If site not ready, notify project representative of unsatisfactory preparation before proceeding.

3.2 PREPARATION

A. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 INSTALLATION

A. Install in accordance with manufacturer's instructions and construction drawings and in proper relationship with adjacent construction.

B. Monitor the site and make adjustments to methods and materials as necessitated by site conditions.

C. Ensure establishment of permanent seeding in accordance with the plans.

D. Remove products from site when permanently stabilized.

31 25 00 - Erosion and Sedimentation Control Page 3 of 3

3.4 PROTECTION

A. Protect installed products until completion of project.

END OF SECTION 312500

32 11 23 – Aggregate Base Course Page 1 of 3

SECTION 321123 – AGGREGATE BASE COURSE

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Aggregate base course for asphalt paving, trench backfill and concrete paving.

B. Subgrade geotextile under asphalt paving base rock.

1.2 RELATED SECTIONS

A. Section 31 20 00 – Earthwork

1.3 SUBMITTALS

A. Submit under provisions of Part 1.

B. Test Reports: Submit for approval test reports to be provided by contractor, supplier name and gradations proposed for use.

1.4 QUALITY ASSURANCE

A. Materials shall meet requirements of the Oregon Standard Specifications for Construction, Section 2630 Base Aggregate and Section 2320 Geosynthetics.

1.5 PRE-INSTALLATION MEETINGS

A. Convene a minimum two weeks prior to starting work of this section.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store products in stockpiles until ready for installation when necessary.

B. Handling: Handle materials to avoid damage to site and prevent contamination and intermixing.

1.7 PROJECT CONDITIONS

A. Install within moisture limits determined by testing for optimum results. Do not install products under environmental conditions outside specified temperature limits and on unsuitable or soft subgrade.

32 11 23 – Aggregate Base Course Page 2 of 3

1.8 SEQUENCING

A. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Aggregate Base Rock:

1. Subbase Material: 3”-0 Dense Graded Aggregate.

2. Base Course: 1”-0 Dense Graded Aggregate.

3. Pipe Zone: ¾”-0 or 1”-0 Dense Graded Aggregate.

4. Trench Backfill: ¾”-0 or 1”-0 Dense Graded Aggregate.

B. Geotextile

1. Geotextile Fabric: Subgrade Geotextile per OSS 2320

PART 3 - EXECUTION

3.1 PREPARATION

A. Prepare surfaces to receive base aggregate to the lines and grades shown on the construction drawings.

B. Compact and smooth irregularities from subgrade prior to placing fabric.

C. City Engineer shall approve subgrade prior to placement of Base Aggregate.

3.2 INSTALLATION

A. Under Asphalt Pavement

1. Install in accordance with project drawings where needed.

B. Under Concrete Paving.

1. Place base aggregate in maximum of 6” compacted lifts to the plan depth.

2. Mechanically compact base aggregate to 95% of maximum dry density as determined by AASHTO T-99

C. Utility Trenches

1. Place and compact base aggregate in lifts corresponding with the manufactures recommendation for the type of compaction equipment used. The first lift over the pipe may be deeper if hoe packs are used. Compact additional lifts in maximum of 6” to 12” compacted lifts to the plan depth.

2. Mechanically compact base aggregate to 95% of maximum dry density as determined by AASHTO T-99

32 11 23 – Aggregate Base Course Page 3 of 3

3.3 TOLLERANCES

A. AC and PCC pavements

1. Plus or minus 1/2 inch from design elevation or thickness.

2. Plus or minus 1/2 inch deviation from a 12 foot straight edge measured at any point.

3. Accessible pathways shall meet the tolerances required by the Americans with

Disabilities Act (ADA).

3.4 QUALITY CONTROL

A. Perform density testing on base aggregate in accordance with ASTM D1557, or as specified in the plans.

B. Determine maximum dry density in accordance with AASHTO T-99.

C. Proof roll base aggregate with a loaded truck prior to placing AC pavement.

END OF SECTION 321123

32 12 16 – Asphalt Paving

Specifications

SECTION 32 12 16 - ASPHALT PAVING

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Placing HMAC to the depth and sections shown on the drawings for Street patching at median strips. Alternate(s) 3 & 4.

1.2 SUBMITTALS

A. Submit under provisions of Part 1.

B. Submit mix designs for approval

C. Submit density testing documentation.

1.3 QUALITY ASSURANCE

A. Perform work in compliance with Oregon Standard Specifications for Construction, current edition, Section 744 and 745.

B. The Mix designs shall be prepared by a Certified Mix Design Technician.

1.4 PRE-INSTALLATION MEETING

A. Convene a minimum two weeks prior to starting work of this section

1.5 PROJECT CONDITIONS

A. Install within moisture and temperature limits listed in OSS. Do not install products under environmental conditions outside specified temperature limits and on unsuitable or soft subgrade.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver and use asphalt products to keep within specified temperature window.

B. Handle materials to avoid damage to site and prevent contamination and intermixing.

Specifications

PART 2 - PRODUCTS

2.1 MATERIALS

A. Asphalt Materials:

1. Asphalt Binder: Performance Graded

2. Asphalt Cement: PG 64-22

3. Prime Coat: Emulsified asphalt.

4. Tack Coat: Emulsified asphalt.

5. Fog Seal: Emulsified asphalt.

B. Auxiliary Materials:

1. Recycled Materials: Reclaimed asphalt pavement; reclaimed, unbound-aggregate base material; permitted.

2. Herbicide. Not specified.

3. Paving Geotextile: Nonwoven polypropylene.

C. Mixes:

1. Recycled Content: Postconsumer recycled content permitted.

a. Surface Course Limit: Permitted

D. Asphalt Mixes:

1. Base Course: ¾ inch, dense graded, level 2 HMAC.

2. Surface Course: ½ inch, dense graded, level 2 HMAC.

PART 3 - EXECUTION

A. PREPARATION

1. Prepare surfaces to receive HMAC to the lines and grades shown on the construction drawings.

2. Proof roll base rock prior to paving, coordinate with Geotech to witness proof roll.

3. Saw cut existing AC a minimum of 6” beyond trench line and remove prior to asphalt trench patch.

4. Match thickness of existing asphalt for curb patches.

5. Tack coat asphalt surfaces in which new AC is placed. Tack coat saw cut edges and concrete edges to be paved against.

6. Place each course of HMAC to the thickness specified on the construction drawings.

7. Compact HMAC to 91% (base course), 92% (wearing course) of theoretical maximum density as determined by AASTHTO T-209.

B. TOLERANCES

1. AC and PCC pavements

a. Plus or minus 1/2 inch from design elevation or thickness.

Specifications

b. Plus or minus 1./4 inch deviation from a 12 foot straight edge measured at any point. No ponding allowed.

C. QUALITY CONTROL

1. Contractor shall perform nuclear density testing on AC by a certified density testing technician.

END OF SECTION 321216

32 13 13 - Concrete Paving and Minor Structures Page 1 of 3

SECTION 321313 - CONCRETE PAVING AND MINOR STRUCTURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Sidewalks and Paving

B. Seat Walls and Art Bases

C. Truncated Dome Detectable Warning Surfaces

1.2 QUALITY ASSURANCE

A. Submit product sheets to demonstrate surface finish, texture, and color; curing; and standard of workmanship.

B. Submit break records.

C. Perform work in accordance with the Oregon Standard Specifications for Construction (OSS), Section 759 (and 440 by reference) or the City of Newport Engineering Design and Construction Standards Manual for work in the right of way, public water, storm and sewer concrete structures, and as specified on the plans.

D. Conform with ICC A117.1 Accessible and Usable

E. Conform with ACI 318, current edition.

F. Conform to City of Newport municipal standards for paving work on public property.

1.3 RELATED SECTIONS

A. Section 32 11 23 – Aggregate Base Course

PART 2 - PRODUCTS

A. Concrete, General: ACI 301

B. Reinforcement:

1. Welded-Wire Reinforcement: plain steel, ASTM A 185.

2. Reinforcing Bars: deformed steel, ASTM A 615 Grade 60.

3. Joint Dowel Bars plain steel, ASTM A 615 Grade 60

C. Concrete:

32 13 13 - Concrete Paving and Minor Structures Page 2 of 3

1. Portland Cement Replacement: Use fly ash, slag…