B01 Attachment J02e Specs (Vol 5).pdf

Prepared for: INDIAN HEALTH SERVICE

100% CONSTRUCTION DOCUMENTS

Project No: 14904.000

5 MARCH 2026

VOLUME 5

Prepared by:

SMITHGROUP 14904.000 INDIAN HEALTH SERVICE

WHITERIVER HOSPITAL

FINAL CONSTRUCTION DOCUMENTS

23 JANUARY 2026

SEALS PAGE 000107 - 1

DOCUMENT 000107 - SEALS PAGE

Include on this Seals Page Document the seals of the design professionals of record required by statute to affix their seal to the documents. Where required, include a description of the Specification Sections prepared under the direction of each design professions *EDIT FOR YOUR PROJECT-USE DIVISION AND/OR SECTION NUMBERS*.

If such listing is required, you may alternatively use the MasterSpec seals page instead of this SmithGroup seals page.

Architect SmithGroup, Inc.

Phoenix, AZ Matthew Hess, AIA, NCARB

Responsible for Divisions 01-49 Sections except where indicated as prepared by other design professionals of record.

Structural Engineer PK Associates and Pimara Paul Koehler Scottsdale, Arizona Christa Chau, PE, SE Responsible for: Division 03, Sections 030000 and 032000; Division 04, Section 042000; Division 05, Sections 051200 and 053100; and Division 31, Section 316329

Civil Engineer Dibble & Associates Consulting Engineers, Inc.

Phoenix, Arizona

Christina Shannon Mauck, PE

Responsible for: Division 01, Section 015713, Division 02, Section 024100, Division 09, Section 099713, Division 31, Sections 312213, 312300, 312316.16, 312323.13, 312333, 312500, Division 32, Sections 321123, 321216, 321313, 321315, Division 33, Sections 331000, 331623, 333000, 333213, 333723, 334213

Fire Protection Engineer

Phoenix, AZ Andrew Ochsankehl, PE Responsible for: Division 13, Section 131200*; Division 21, Sections 211300, 213000, 210533; Division 27, Section 273226; Division 28, Section 283111

*Fire Protection Related Requirements Only

SEALS PAGE 000107 - 2

Electrical Engineer

Phoenix, AZ Daniel L. Peterson, PE Responsible for: Division 26, except for those Sections labeled with “WWTP”

Communications (AV, IT, Security) Designer

Washington, DC David K. Glenn, RCDD Responsible for: Division 27, Sections 270413, 270526, 270528, 270536, 270544, 270553, 271100, 271300, 271500, 272100, 273226, 274116, 275113, 275119, 275123, 275223, 275313, 275316 and 275319; and Division 28, Sections 280413, 280513, 280526, 280528, 281300, 281600, 282300 and 285000

Landscape Architect

Phoenix, AZ Richard P. Jones, PLA Responsible for: Division 32, Sections 321316, 321373, 321716, 321723, 323113, 323119, 323213, 324020, 328000, 329100, 329220, 329300

Civil Engineer Dibble & Associates Consulting Engineers, Inc.

Phoenix, Arizona

Ian B. Mowry, PE

Responsible for: Division 31, Sections 312213, 312300, 312316, 312323, 312500; Division 32, Sections 321123, 321216, 321315; Division 33, Section 4213; Division 34, Sections 340114, 347113, 347116

SEALS PAGE 000107 - 3

Structural Engineer Morrison-Maierle Phoenix, Arizona

Michael Brennan, PE Responsible for structural specifications for the WWTPs:

Division 03: 033000; Division 05: 051400, 055000, 055200, 055300; Division 13: 133419; Division 41:

413313, 413313.01

Electrical Engineer

Phoenix, Arizona Michael Brandt, PE

Responsible for electrical specifications for the WWTPs:

Division 26: 260400, 260519, 260523, 260526, 260529, 260533, 260536, 260543, 260544, 260548.16, 260553, 260573.13, 260573.16, 260573.19, 260913, 260923, 262213, 262413, 262416, 262419, 262713, 262726, 262813, 262816, 262923, 263213, 263353, 263600, 264313, 265100, 265600

Plumbing Engineer

Phoenix, Arizona Jody Waverek, PE

Responsible for plumbing specifications for the WWTPs:

Division 22: 220517, 220518, 220519, 220523.12, 220523.14, 220529, 220548, 220553, 220719, 221116, 221119, 221123, 221123.13, 221316, 221429, 223300, 224213.13, 224213.16, 224216.13, 224216.16, 224223, 224500

Mechanical Engineer

Phoenix, Arizona Jody Waverek, PE Responsible for mechanical specifications for the WWTPs: Division 23: 230513, 230529, 230548, 230553, 230593, 230713, 230716, 230900, 233113, 233300, 233423, 233713, 237416.11, 238126, 238239

SEALS PAGE 000107 - 4

Environmental Engineer

Phoenix, Arizona Ulrike Lashley, PE

Responsible for the following specifications for the WWTPs: Division 09: 099600; Division 10: 101400.01, 104352; Division 40: 400205, 400510, 400510.03, 400510.04, 400510.09, 400510.12, 400510.13, 400510.30, 400553, 400555, 400557, 406110, 406115, 406116, 406120, 406120.01, 406120.02, 406120.03, 406120.04, 406121, 406124, 406127, 406128, 406140, 406160, 406171, 406176, 406177, 406180, 406181, 406182, 406191; Division 41: 413313.17; Division 43:

431030, 431111, 432256, 432321, 432331, 432331.01, 432358, 433230, 433269, 434010; Division 46: 460754, 460754.01, 460754.02, 460754.03, 460754.04, 460754.05, 460754.06, 460754.07, 460754.08, 460754.09, 460754.10, 461155, 461155.01, 461155.02, 461155.03, 461155.04, 462113, 462113.01, 462113.02, 462113.03, 465035, 465035.01, 465035.02, 465131, 465131.01, 465131.02

Hazardous Building Materials

Mabbett & Associates, Inc.

Stoneham, Massachusetts

Michael Delaney, Asbestos Designer

Responsible for: 028200, 028313

END OF DOCUMENT 000107

TABLE OF CONTENTS TOC - 1

TABLE OF CONTENTS

Volume 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 001000 - SOLICITATION, CONTRACT LINE-ITEM NUMBER (CLIN) SCHEDULE

SECTION 002000 - INSTRUCTIONS FOR PROCUREMENT

SECTION 002100 - INSTRUCTIONS

SECTION 002113 - INSTRUCTIONS TO BIDDERS

SECTION 002116 - INSTRUCTIONS TO PROPOSERS

SECTION 002200 - SUPPLEMENTARY INSTRUCTIONS

SECTION 002216 - SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

SECTION 003000 - AVAILABLE INFORMATION

SECTION 004000 - PROCUREMENT FORMS AND SUPPLEMENTS

SECTION 004300 - BID BOND FORM

SECTION 004373 - PROPOSED CONSTRUCTION SCHEDULE FORM

SECTION 004500 - REPRESENTATIONS AND CERTIFICATIONS

SECTION 005000 - CONTRACTING FORMS AND SUPPLEMENTS

SECTION 005100 - NOTICE OF AWARD

SECTION 005200 - AGREEMENT FORMS

SECTION 006000 - PROJECT FORMS

SECTION 006100 - BOND FORMS

SECTION 006200 - CERTIFICATES

SECTION 007000 - CONDITIONS OF THE CONTRACT

SECTION 007100 - CONTRACTING DEFINITIONS

SECTION 007200 - GENERAL CONDITIONS

SECTION 007300 - SUPPLEMENTAL CONDITIONS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 011000 - SUMMARY

SECTION 012300 - OPTIONS

SECTION 012500 - SUBSTITUTION PROCEDURES

SECTION 012510 - SUBSTITUTION REQUEST FORM

SECTION 012600 - CONTRACT MODIFICATION PROCEDURES

SECTION 012614 - REQUESTS FOR INFORMATION

SECTION 012900 - PAYMENT PROCEDURES

SECTION 012973 - SCHEDULE OF VALUES

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

TABLE OF CONTENTS TOC - 2

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 013330 - SUBMITTAL COMPLIANCE FORM

SECTION 013526 - GOVERNMENT SAFETY REQUIREMENTS

SECTION 013573 - DELEGATED DESIGN REQUIREMENTS AND PROCEDURES

SECTION 014200 - REFERENCES

SECTION 014339 - EXTERIOR WALLS MOCKUPS

SECTION 014500.00 10 - QUALITY CONTROL

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 015713 - TEMPORARY EROSION AND SEDIMENT CONTROL

SECTION 015731 - INDOOR AIR QUALITY (IAQ) MANAGEMENT

SECTION 016000 - PRODUCT REQUIREMENTS

SECTION 017300 - EXECUTION

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 017823 - OPERATION AND MAINTENANCE DATA

SECTION 017839 - PROJECT RECORD DOCUMENTS

SECTION 017900 - DEMONSTRATION AND TRAINING

SECTION 018113 - SUSTAINABLE DESIGN REQUIREMENTS

SECTION 018900 - SITE CONSTRUCTION PERFORMANCE REQUIREMENTS

SECTION 019113 - GENERAL COMMISSIONING REQUIREMENTS

SECTION 019119 - BUILDING ENCLOSURE COMMISSIONING

SECTION 019200 - FACILITY OPERATION, MAINTENANCE, AND TROUBLESHOOTING

MOBILE GRAPHICAL INFORMATION MANAGEMENT PLATFORM

DIVISION 02 - EXISTING CONDITIONS

SECTION 024100 - SITE DEMOLITION

SECTION 028200 - ASBESTOS ABATEMENT

SECTION 028313 - LEAD HAZARD CONTROL

TABLE OF CONTENTS TOC - 3

DIVISION 03 – CONCRETE

SECTION 032000 - CONCRETE REINFORCEMENT

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 033000 - CAST-IN-PLACE CONCRETE - WWTP

SECTION 033543 - POLISHED CONCRETE FINISHING

SECTION 035400 - CAST UNERLAYMENT

DIVISION 04 – MASONRY

SECTION 042000 - UNIT MASONRY ASSEMBLIES

SECTION 042500 - TERRA COTTA RAINSCREEN SYSTEM

SECTION 042505 - STABILIZED RAMMED EARTH

SECTION 042613 - MASONRY VENEER

DIVISION 05 – METALS

SECTION 051200 - STRUCTURAL STEEL FRAMING

SECTION 051400 - STRUCTURAL ALUMINUM

SECTION 053100 - STEEL DECKING

SECTION 054000 - COLD FORMED METAL FRAMING

SECTION 054300 - SLOTTED CHANNEL FRAMING

SECTION 055000 - METAL FABRICATIONS

SECTION 055000 - METAL FABRICATIONS-WWTP

SECTION 055113 - METAL PAN STAIRS

SECTION 055119 - METAL GRATING STAIRS

SECTION 055200 - HANDRAILS AND RAILIINGS

SECTION 055300 - FABRICATED GRATING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 064116 - PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

SECTION 066119 - QUARTZ SURFACING FABRICATIONS

SECTION 066400 - PLASTIC PANELING

SECTION 068300 - COMPOSITE PANELING

TABLE OF CONTENTS TOC - 4

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 071113 - BITUMINOUS DAMPPROOFING

SECTION 071326 - SELF-ADHERING SHEET WATERPROOFING

SECTION 071413 - HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING

SECTION 071900 - WATER REPELLENTS

SECTION 072100 - THERMAL INSULATION

SECTION 072600 - VAPOR RETARDERS

SECTION 072726 - FLUID-APPLIED MEMBRANE AIR BARRIERS

SECTION 074213.13 - FORMED METAL WALL PANELS

SECTION 074213.23 - METAL COMPOSITE MATERIAL WALL PANELS

SECTION 074213.33 - FORMED METAL SCREENWALL PANELS

SECTION 074293 - SOFFIT PANELS

SECTION 075419 - POLYVINYL-CHLORIDE (PVC) ROOFING

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 077129 - MANUFACTURED ROOF EXPANSION JOINTS

SECTION 077200 - ROOF ACCESSORIES

SECTION 077273 - VEGETATED ROOF SYSTEMS

SECTION 078100 - APPLIED FIREPROOFING

SECTION 078123 - INTUMESCENT FIREPROOFING

SECTION 078413 - PENETRATION FIRESTOPPING

SECTION 078443 - JOINT FIRESTOPPING

SECTION 079200 - JOINT SEALANTS

SECTION 079219 - ACOUSTICAL JOINT SEALANTS

SECTION 079513.13 - INTERIOR EXPANSION JOINT COVER ASSEMBLIES

SECTION 079513.16 - EXTERIOR EXPANSION JOINT COVER ASSEMBLIES

Volume 2

DIVISION 08 – OPENINGS

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

SECTION 081216 - ALUMINUM FRAMES

SECTION 081416 - FLUSH WOOD DOORS

SECTION 081473 - SLIDING WOOD DOORS

SECTION 083113 - ACCESS DOORS AND FRAMES

SECTION 083313 - COILING COUNTER DOORS

SECTION 083323 - OVERHEAD COILING DOORS

SECTION 083343 - OVERHEAD COILING SMOKE CURTAINS

TABLE OF CONTENTS TOC - 5

SECTION 083516 - SIDE-FOLDING SECURITY GRILLES

SECTION 084123 - INTERIOR ALUMINUM-FRAMES ENTRANCES AND STOREFRONTS

SECTION 084126 - ALL-GLASS ENTRANCES

SECTION 084229.23 - SLIDING AUTOMATIC ENTRANCES

SECTION 084243 - INTENSIVE CARE UNIT/CRITICAL CARE UNIT (ICU/CCU)

ENTRANCES

SECTION 084313 - ALUMINUM-FRAMED STOREFRONTS

SECTION 084413 - GLAZED ALUMINUM CURTAIN WALLS

SECTION 085619 - PASS WINDOWS

SECTION 086200 - UNIT SKYLIGHTS

SECTION 087100 - DOOR HARDWARE

SECTION 088000 - GLAZING

SECTION 088113 - DECORATIVE GLASS GLAZING

SECTION 088300 - MIRRORS

SECTION 088813 - FIRE-RATED GLAZING

DIVISION 09 – FINISHES

SECTION 090561.13 - MOISTURE VAPOR EMISSION CONTROL

SECTION 092116.23 - GYPSUM BOARD SHAFT WALL ASSEMBLIES

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

SECTION 092900 - GYPSUM BOARD

SECTION 093013 - CERAMIC TILING

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

SECTION 095423 - LINEAR METAL CEILINGS

SECTION 095446 - ACOUSTICAL BAFFLE SYSTEM

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

SECTION 096516 - RESILIENT SHEET FLOORING

SECTION 096519 - RESILIENT TILE FLOORING

SECTION 096566 - RESILIENT ATHLETIC FLOORING

SECTION 096623 - RESINOUS MATRIX TERRAZZO FLOORING

SECTION 096723 - RESINOUS FLOORING

SECTION 096813 - TILE CARPETING

SECTION 097200 - WALL COVERINGS

SECTION 097723 - FABRIC-WRAPPED PANELS

SECTION 098316 - ACOUSTICAL CEILING INSULATION

SECTION 098433 - SOUND ABSORBING WALL UNITS

SECTION 099113 - EXTERIOR PAINTING

TABLE OF CONTENTS TOC - 6

SECTION 099123 - INTERIOR PAINTING

SECTION 099600 - HIGH-PERFORMANCE COATINGS

SECTION 099600 - HIGH-PERFORMANCE COATINGS - WWTP

SECTION 099713 - COATINGS FOR WELDED STEEL WATER STORAGE TANK

DIVISION 10 – SPECIALTIES

SECTION 101100 - VISUAL DISPLAY UNITS

SECTION 101400 - SIGNAGE

SECTION 101400.01 - IDENTIFYING DEVICES

SECTION 102113.14 - STAINLESS-STEEL TOILET COMPARTMENTS

SECTION 102123 - CUBICLE CURTAINS AND TRACK

SECTION 102239 - FOLDING PANEL PARTITIONS

SECTION 102600 - WALL AND DOOR PROTECTION

SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES

SECTION 103100 - MANUFACTURED FIREPLACES

SECTION 104352 - FIRST AID AND SAFETY EQUIPMENT

SECTION 104413 - FIRE PROTECTION CABINETS

SECTION 104416 - FIRE EXTINGUISHERS

SECTION 105113 - METAL LOCKERS

SECTION 107516 - GROUND-SET FLAGPOLES

SECTION 108219 - EXTERIOR SOUND PANELS

DIVISION 11 – EQUIPMENT

SECTION 110800 - EQUIPMENT COMMISSIONING

SECTION 111313 - LOADING DOCK BUMPERS

SECTION 111316 - LOADING DOCK SEALS

SECTION 111319 - STATIONARY LOADING DOCK EQUIPMENT

SECTION 111326 - LOADING DOCK LIGHTS

SECTION 114000 - FOODSERVICE EQUIPMENT

SECTION 117000 - HEALTHCARE EQUIPMENT

SECTION 117100 - MEDICAL STERILIZING EQUIPMENT

SECTION 117311 - PATIENT LIFTS

SECTION 118129 - FACILITY FALL PROTECTION

SECTION 118201 - HYDRAULIC CART TIPPER

SECTION 118226 - FACILITY WASTE COMPACTORS

TABLE OF CONTENTS TOC - 7

DIVISION 12 – FURNISHINGS

SECTION 122413 - ROLLER WINDOW SHADES

SECTION 123553 - GENERAL REQUIREMENTS FOR LABORATORY CASEWORK AND

FUME HOODS

SECTION 123553.03 - ADAPTABLE LABORATORY CASEWORK SYSTEMS

SECTION 123553.19 - WOOD LABORATORY CASEWORK

SECTION 123570 - HEALTHCARE CASEWORK

SECTION 123623.13 - PLASTIC-LAMINATE-CLAD COUNTERTOPS

SECTION 123661.16 - SOLID SURFACING COUNTERTOPS

SECTION 123661.19 - QUARTZ AGGLOMERATE COUNTERTOPS

SECTION 124816 - ENTRANCE FLOOR GRILLES

SECTION 126100 - FIXED UPHOLSTERED SEATING

DIVISION 13 - SPECIAL CONSTRUCTION

SECTION 131200 - ALUMINUM ROOFTOP HELISTOPS

SECTION 131224 - EXTERIOR WATER FEATURE

SECTION 133419 - METAL BUILDING SYSTEMS

SECTION 134900 - RADIATION PROTECTION

SECTION 134920 - RFI/EMI SHIELDING

DIVISION 14 - CONVEYING EQUIPMENT

SECTION 142100 - ELECTRIC TRACTION ELEVATORS

SECTION 149200 - PNEUMATIC TUBE SYSTEM – 6 INCH

Volume 3

DIVISION 21 - FIRE SUPPRESSION

SECTION 210533 - HEAT TRACING FOR FIRE-SUPPRESSION PIPING

SECTION 210800 - FIRE SUPPRESSION SYSTEMS COMMISSIONING

SECTION 211300 - FIRE SPRINKLER AND STANDPIPE SYSTEMS

SECTION 213000 - FIRE PUMPS, PUMP CONTROLLERS, AND

OTHER APPURTENANCES

TABLE OF CONTENTS TOC - 8

DIVISION 22 – PLUMBING

SECTION 220513 - COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

SECTION 220516 - EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING

SECTION 220517 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

SECTION 220517 - SLEEVES AND SLEEVE SEALS PLUMBING PIPING-WWTP

SECTION 220518 - ESCUTCHEONS FOR PLUMBING PIPING

SECTION 220518 - ESCUTCHEONS FOR PLUMBING PIPING - WWTP

SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING

SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING - WWTP

SECTION 220523.12 - BALL VALVES FOR PLUMBING PIPING

SECTION 220523.12 - BALL VALVES FOR PLUMBING PIPING - WWTP

SECTION 220523.13 - BUTTERFLY VALVES FOR PLUMBING PIPING

SECTION 220523.14 - CHECK VALVES FOR PLUMBING PIPING

SECTION 220523.14 - CHECK VALVES FOR PLUMBING PIPING - WWTP

SECTION 220523.15 - GATE VALVES FOR PLUMBING PIPING

SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT

SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT - WWTP

SECTION 220533 - HEAT TRACING FOR PLUMBING PIPING

SECTION 220548 - VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

SECTION 220548 - VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT - WWTP

SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT–

SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT - WWTP

SECTION 220716 - PLUMBING EQUIPMENT INSULATION

SECTION 220719 - PLUMBING PIPING INSULATION

SECTION 220719 - PLUMBING PIPING INSULATION - WWTP

SECTION 220800 - PLUMBING SYSTEMS COMMISSIONING

SECTION 221113 - FACILITY WATER DISTRIBUTION PIPING

SECTION 221116 - DOMESTIC WATER PIPING

SECTION 221116 - DOMESTIC WATER PIPING - WWTP

SECTION 221117 - RECLAIMED-WATER PIPING

SECTION 221119 - DOMESTIC WATER PIPING SPECIALTIES

SECTION 221119 - DOMESTIC WATER PIPING SPECIALTIES - WWTP

SECTION 221123 - DOMESTIC WATER PUMPS

SECTION 221123 - DOMESTIC WATER PUMPS - WWTP

SECTION 221123.13 - DOMESTIC-WATER PACKAGED BOOSTER PUMPS

TABLE OF CONTENTS TOC - 9

SECTION 221123.13 - DOMESTIC-WATER PACKAGED BOOSTER PUMPS - WWTP

SECTION 221316 - SANITARY WASTE AND VENT PIPING

SECTION 221316 - SANITARY WASTE AND VENT PIPING - WWTP

SECTION 221323 - SANITARY WASTE INTERCEPTORS

SECTION 221413 - FACILITY STORM DRAINAGE PIPING

SECTION 221423 - STORM DRAINAGE PIPING SPECIALTIES

SECTION 221429 - SUMP PUMPS

SECTION 221429 - SUMP PUMPS - WWTP

SECTION 223100 - DOMESTIC WATER SOFTENERS

SECTION 223200 - DOMESTIC WATER FILTRATION EQUIPMENT

SECTION 223300 - ELECTRIC, DOMESTIC-WATER HEATERS

SECTION 223300 - ELECTRIC, DOMESTIC-WATER HEATERS - WWTP

SECTION 224213.13 - COMMERCIAL WATER CLOSETS

SECTION 224213.13 - COMMERCIAL WATER CLOSETS - WWTP

SECTION 224213.16 - COMMERCIAL URINALS

SECTION 224213.16 - COMMERCIAL URINALS - WWTP

SECTION 224216.13 - COMMERCIAL LAVATORIES

SECTION 224216.13 - COMMERCIAL LAVATORIES - WWTP

SECTION 224216.16 - COMMERCIAL SINKS

SECTION 224216.16 - COMMERCIAL SINKS - WWTP

SECTION 224223 - COMMERCIAL SHOWER

SECTION 224223 - COMMERCIAL SHOWER - WWTP

SECTION 224300 - HEALTHCARE PLUMBING FIXTURES

SECTION 224500 - EMERGENCY PLUMBING FIXTURES

SECTION 224500 - EMERGENCY PLUMBING FIXTURES - WWTP

SECTION 224700 - DRINKING FOUNTAINS AND WATER COOLERS

SECTION 226113 - COMPRESSED-AIR PIPING FOR LABORATORY AND HEALTHCARE

FACILITIES

SECTION 226119 - COMPRESSED-AIR EQUIPMENT FOR LABORATORY AND

HEALTHCARE FACILITIES

SECTION 226213 - VACUUM PIPING FOR LABORATORY AND HEALTHCARE

FACILITIES

SECTION 226219 - VACUUM EQUIPMENT FOR LABORATORY AND HEALTHCARE

FACILITIES

SECTION 226313 - GAS PIPING FOR LABORATORY AND HEALTHCARE FACILITIES

TABLE OF CONTENTS TOC - 10

SECTION 226400 - MEDICAL GAS ALARMS

SECTION 226713 - PROCESSED WATER PIPING FOR LABORATORY AND

HEALTHCARE FACILITIES

SECTION 226719 - PROCESSED WATER EQUIPMENT FOR LABORATORY AND

HEALTHCARE FACILITIES

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

SECTION 230130.51 - HVAC AIR-DISTRIBUTION SYSTEM CLEANING

SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC AND PLUMBING

EQUIPMENT

SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC AND PLUMBING

EQUIPMENT - WWTP

SECTION 230516 - EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING

SECTION 230517 - SLEEVES AND SLEEVE SEALS FOR HVAC AND PLUMBING PIPING

SECTION 230518 - ESCUTCHEONS FOR HVAC PIPING

SECTION 230519 - METERS AND GAGES FOR HVAC PIPING

SECTION 230523 - GENERAL-DUTY VALVES FOR HVAC PIPING

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT -

WWTP

SECTION 230548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC

SECTION 230548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC - WWTP

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT - WWTP

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC - WWTP

SECTION 230713 - DUCT INSULATION

SECTION 230713 - DUCT INSULATION - WWTP

SECTION 230716 - HVAC EQUIPMENT INSULATION

SECTION 230716 - HVAC EQUIPMENT INSULATION - WWTP

SECTION 230719 - HVAC PIPING INSULATION

SECTION 230800 - HVAC SYSTEMS COMMISSIONING

SECTION 230900 - INSTRUMENTATION AND CONTROL FOR HVAC

SECTION 231113 - FACILITY FUEL-OIL PIPING

SECTION 231126 - FACILITY LIQUEFIED-PETROLEUM GAS PIPING

SECTION 232113 - HYDRONIC PIPING

SECTION 232116 - HYDRONIC PIPING SPECIALTIES

SECTION 232123 - HYDRONIC PUMPS

SECTION 2323000 - REFRIGERANT PIPING

TABLE OF CONTENTS TOC - 11

SECTION 232513 - WATER TREATMENT FOR CLOSED-LOOP HYDRONIC SYSTEMS

SECTION 233113 - METAL DUCTS

SECTION 233113 - METAL DUCTS - WWTP

SECTION 233300 - AIR DUCT ACCESSORIES

SECTION 233300 - AIR DUCT ACCESSORIES - WWTP

SECTION 233416 - CENTRIFUGAL HVAC FANS

SECTION 233423 - HVAC POWER VENTILATORS

SECTION 233423 - HVAC POWER VENTILATORS - WWTP

SECTION 233433 - AIR CURTAINS

SECTION 233600 - AIR TERMINAL UNITS

SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES

SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES - WWTP

SECTION 233723 - HVAC GRAVITY VENTILATORS

SECTION 234100 - PARTICULATE AIR FILTRATION

SECTION 234200 - GAS-PHASE AIR FILTRATION

SECTION 235213 - ELECTRIC BOILERS

SECTION 235700 - HEAT EXCHANGERS FOR HVAC

SECTION 236423.13 - AIR-COOLED, SCROLL WATER CHILLERS

SECTION 236423.14 - AIR SOURCE CHILLER-HEATER

SECTION 236426 - AIR-COOLED CENTRIFUGAL WATER CHILLERS

SECTION 237200 - AIR-TO-AIR ENERGY RECOVERY EQUIPMENT

SECTION 237323 - CUSTOM OUTDOOR CENTRAL-STATION AIR-HANDLING UNITS

SECTION 237416.11 - PACKAGED, SMALL-CAPACITY, ROOFTOP AIR-CONDITIONING

UNITS

SECTION 237416.11 - PACKAGED, SMALL-CAPACITY, ROOFTOP AIR-CONDITIONING

UNITS - WWTP

SECTION 238123.12 - LARGE CAPACITY (7 TONS (25 KW AND LARGER), COMPUTER-

ROOM AIR-CONDITIONERS

SECTION 238123.13 - COMPUTER-ROOM AIR-CONDITIONERS

SECTION 238126 - SPLIT-SYSTEM AIR-CONDITIONERS

SECTION 238126 - SPLIT-SYSTEM AIR-CONDITIONERS - WWTP

SECTION 238214 - CHILLED BEAMS

SECTION 238216 - AIR COILS

SECTION 238219 - FAN COIL UNITS

SECTION 238239 - UNIT HEATERS

SECTION 238239 - UNIT HEATERS - WWTP

SECTION 238316 - RADIANT-HEATING HYDRONIC PIPING

SECTION 238413 - HUMIDIFIERS

SECTION 238610 - BI-POLAR IONIZATION AIR PURIFICATION SYSTEM

TABLE OF CONTENTS TOC - 12

DIVISION 25 - INTEGRATED AUTOMATION

NOT APPLICABLE

Volume 4

DIVISION 26 – ELECTRICAL

SECTION 260400 - COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260400 - COMMON WORK RESULTS FOR ELECTRICAL - WWTP

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

– WWTP

SECTION 260523 - CONTROL-VOLTAGE ELECTRICAL POWER CABLES

SECTION 260523 - CONTROL-VOLTAGE ELECTRICAL POWER CABLES - WWTP

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS - WWTP

SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS - WWTP

SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS - WWTP

SECTION 260536 - CABLE TRAYS FOR ELECTRICAL SYSTEMS - WWTP

SECTION 260539 - UNDERFLOOR RACEWAYS FOR ELECTRICAL SYSTEMS

SECTION 260543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL

SYSTEMS - WWTP

SECTION 260543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL

SYSTEMS-WWTP - M-M

SECTION 260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

SECTION 260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING - WWTP

SECTION 260548.16 - SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

SECTION 260548.16 - SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS - WWTP

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS - WWTP

SECTION 260573.13 - OVERCURRENT PROTECTIVE DEVICE SHORT-CIRCUIT STUDY

SECTION 260573.13 - OVERCURRENT PROTECTIVE DEVICE SHORT-CIRCUIT STUDY -

WWTP

SECTION 260573.16 - OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

TABLE OF CONTENTS TOC - 13

SECTION 260573.16 - OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY -

WWTP

SECTION 260573.19 - OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY

SECTION 260573.19 - OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY –

WWTP

SECTION 260800 - ELECTRICAL SYSTEMS COMMISSIONING

SECTION 260913 - ELECTRICAL POWER MONITORING AND CONTROL

SECTION 260913 - ELECTRICAL POWER MONITORING AND CONTROL - WWTP

SECTION 260923 - LIGHTING CONTROL DEVICES

SECTION 260923 - LIGHTING CONTROL DEVICES - WWTP

SECTION 260943 - NETWORK LIGHTING CONTROLS

SECTION 260943.23 - RELAY-BASED LIGHTING CONTROLS

SECTION 262213 - LOW-VOLTAGE DISTRIBUTION TRANSFORMERS

SECTION 262213 - LOW-VOLTAGE DISTRIBUTION TRANSFORMERS - WWTP

SECTION 262300 - LOW-VOLTAGE SWITCHGEAR

SECTION 262313 - PARALLELING LOW-VOLTAGE SWITCHGEAR

SECTION 262413 - SWITCHBOARDS

SECTION 262413 - SWITCHBOARDS - WWTP

SECTION 262416 - PANELBOARDS

SECTION 262416 - PANELBOARDS - WWTP

SECTION 262419 - MOTOR CONTROL CENTERS - WWTP

SECTION 262713 - ELECTRICITY METERING

SECTION 262713 - ELECTRICITY METERING - WWTP

SECTION 262726 - WIRING DEVICES

SECTION 262726 - WIRING DEVICES - WWTP

SECTION 262743 - ELECTRIC-VEHICLE SERVICE EQUIPMENT - AC LEVEL 1 AND

LEVEL 2

SECTION 262813 - FUSES

SECTION 262813 - FUSES - WWTP

SECTION 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS - WWTP

SECTION 262923 - VARIABLE-FREQUENCY MOTOR CONTROLLERS

SECTION 262923 - VARIABLE-FREQUENCY MOTOR CONTROLLERS - WWTP

SECTION 263100 - PHOTOVOLTAIC COLLECTORS

SECTION 263213 - ENGINE GENERATORS

SECTION 263213 - ENGINE GENERATORS - WWTP

SECTION 263233 - ROTARY UNINTERRUPTIBLE POWER UNITS

SECTION 263353 - STATIC UNINTERRUPTIBLE POWER SUPPLY

SECTION 263353 - STATIC UNINTERRUPTIBLE POWER SUPPLY - WWTP

TABLE OF CONTENTS TOC - 14

SECTION 263600 - TRANSFER SWITCHES

SECTION 263600 - TRANSFER SWITCHES - WWTP

SECTION 263650 - GENERATOR DOCKING STATIONS

SECTION 264113 - LIGHTNING PROTECTION FOR STRUCTURES

SECTION 264313 - SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER

CIRCUITS - WWTP

SECTION 264313 - SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER

CIRCUITS-WWTP

SECTION 265100 - INTERIOR LIGHTING

SECTION 265100 - INTERIOR LIGHTING - WWTP

SECTION 265600 - EXTERIOR LIGHTING

SECTION 265600 - EXTERIOR LIGHTING - WWTP

DIVISION 27 – COMMUNICATIONS

SECTION 270413 - COMMON SUBMITTAL REQUIREMENTS FOR COMMUNICATIONS

SECTION 270526 - GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

SECTION 270528 - PATHWAYS FOR COMMUNICATIONS SYSTEMS

SECTION 270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

SECTION 270544 - SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS

PATHWAYS AND CABLING

SECTION 270553 - IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

SECTION 270800 - COMMUNICATIONS SYTEMS COMMISSIONING

SECTION 271100 - COMMUNICATIONS EQUIPMENT ROOM FITTINGS

SECTION 271300 - COMMUNICATIONS BACKBONE CABLING

SECTION 271500 - COMMUNICATIONS HORIZONTAL CABLING

SECTION 272100 - DATA COMMUNICATIONS NETWORK EQUIPMENT

SECTION 273226 - TWO-WAY COMMUNICATIONS SYSTEM

SECTION 274116 - INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT

SECTION 275113 - PAGING SYSTEMS

SECTION 275119 - SOUND MASKING SYSTEMS

SECTION 275123 - EMERGENCY HELP POINTS AND CALL BOXES

SECTION 275223 - NURSE CALL AND CODE BLUE SYSTEMS

SECTION 275313 - SYNCHRONIZED CLOCK SYSTEM

SECTION 275316 - PATIENT, INFANT, AND EQUIPMENT RFID TRACKING SYSTEMS

SECTION 275319 - DISTRIBUTED ANTENNA STSYTEMS

TABLE OF CONTENTS TOC - 15

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 280413 - COMMON SUBMITTAL REQUIREMENTS FOR ELECTRONIC SAFETY

AND SECURITY

SECTION 280513 - CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND

SECURITY

SECTION 280526 - GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND

SECURITY

SECTION 280528 - PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY

SECTION 280544 - SLEEVES AND SLEEVE SEALS FOR ELECTRONIC SAFETY AND

SECURITY PATHWAYS AND CABLING

SECTION 280800 - ELECTRONIC SAFETY AND SECURITY SYSTEMS COMMISSIONING

SECTION 281300 – ACCESS CONTROL

SECTION 281600 - INTRUSION DETECTION SYSTEM

SECTION 282300 - VIDEO SURVEILLANCE

SECTION 283111 - DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

SECTION 285000 - SECURITY CONTROL SYSTEM

Volume 5

DIVISION 31 – EARTHWORK

SECTION 312213 - ROUGH GRADING

SECTION 312300 - EXCAVATION AND FILL

SECTION 312316.16 - STRUCTURAL EXCAVATION FOR MINOR STRUCTURES

SECTION 312323.13 - BACKFILL

SECTION 312333 - TRENCHING AND BACKFILL

SECTION 312500 - EROSION AND SEDIMENTATION CONTROLS

SECTION 313116 - TERMITE CONTROL

SECTION 316329 - DRILLED CONCRETE PIERS AND SHAFTS

TABLE OF CONTENTS TOC - 16

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 321123 - AGGREGATE BASE COURSES

SECTION 321216 - ASPHALT PAVING

SECTION 321223 - IMPRINTED ASPHALT

SECTION 321313 - CONCRETE PAVING

SECTION 321315 - CONCRETE WALKS, CURBS AND GUTTERS

SECTION 321316 - DECORATIVE CONCRETE PAVING

SECTION 321373 - CONCRETE PAVING JOINT SEALANTS

SECTION 321716 - MANUFACTURED TRAFFIC-CALMING DEVICES

SECTION 321723 - PAVEMENT MARKINGS

SECTION 323113 - CHAIN LINK FENCES AND GATES

SECTION 323119 - DECORATIVE METAL FENCES AND GATES

SECTION 323213 - CAST-IN-PLACE CONCRETE RETAINING WALLS

SECTION 324020 - PIPE AND TUBE RAILINGS

SECTION 328000 - IRRIGATION SYSTEM

SECTION 329100 - SOIL PREPARATION (TOPSOIL)

SECTION 329220 - NATIVE SEEDING

SECTION 329300 - EXTERIOR PLANTINGS

DIVISION 33 - UTILITIES

SECTION 331000 - WATER UTILITIES

SECTION 331623 - WELDED STEEL WATER STORAGE TANK AND FOUNDATION

SECTION 333000 - SANITARY SEWERAGE UTILITIES

SECTION 333213 - PACKAGE LIFT STATION

SECTION 333723 - SLIDE GATE

SECTION 334213 - STORMWATER CULVERTS AND DRAINAGE FACILITIES

DIVISION 34 - TRANSPORTATION

SECTION 340114 - SIGNING AND MARKING

SECTION 344113 - TRAFFIC SIGNALS

SECTION 347100 - ADOT REQUIREMENTS

SECTION 347113 - VEHICLE BARRIERS

SECTION 347116 - IMPACT ATTENUATING DEVICES

TABLE OF CONTENTS TOC - 17

DIVISION 40 - PROCESS INTERCONNECTIONS

SECTION 400205 - PIPING SCHEDULE

SECTION 400510 - PIPING - GENERAL

SECTION 400510.03 - DPS - EPOXY LINED DUCTILE IRON PIPE AND FITTINGS

SECTION 400510.04 - DPS - MILL TYPE STEEL PIPE AND FITTINGS (GENRAL SERVICE)

SECTION 400510.09 - DPS STAINLESS STEEL PIPE AND FITTINGS

SECTION 400510.12 - DPS - POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS

SECTION 400510.13 - DPS - CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE

AND FITTINGS

SECTION 400510.30 - DPS HIGH DENSITY POLYETHYLENE (HDPE) PIPE

AND TUBING

SECTION 400533 - MANUAL VALVES

SECTION 400555 - SELF CONTAINED AUTOMATIC VALVES

SECTION 400557 - POWER OPERATED GATE AND VALVE ASSEMBLIES

SECTION 406110 - PROCESS INSTRUMENTATION AND CONTROLS SYSTEM (PICS)

GENERAL

SECTION 406115 - PICS SCOPE OF WORK

SECTION 406116 - PICS ENCLOSURES

SECTION 406120 - PROCESS CONTROL NARRATIVES (PCNs)

SECTION 406120.01- PCN-INFLUENT PUMP STATION

SECTION 406120.02 - PCN-EQ BASIN TRANSFER PUMP STATION

SECTION 406120.03 - PCN-AEORBIC SLUDGE DIGESTER

SECTION 406120.04 - PCN-EFFLUENT PUMPING SYSTEM

SECTION 406121 - PICS PROCESS TAPS AND PRIMARY ELEMENTS

SECTION 406124 - PICS INSTRUMENTATION CABLE

SECTION 406127 - PICS INDUSTRIAL ETHERNET NETWORK

SECTION 406128 - PICS MISCELLANEOUS EQUIPMENT

SECTION 406140 - PICS INSTRUMENTATION REQUIREMENTS

SECTION 406160 - PICS PLC I-O INDEX

SECTION 406171 - INSTRUMENT SPECIFICATIONS

SECTION 406176 - PLANT CONTROL SYSTEM (PCS) SOFTWARE REQUIREMENTS

SECTION 406177 - PLANT CONTROL SYSTEM (PCS) HARDWARE AND SOFTWARE

SECTION 406180 - PICS TESTING, CALIBRATION, AND INSTALLATION VERIFICATION

SECTION 406181 - PICS COMMISSIONING AND START-UP

SECTION 406182 - PICS PERSONNEL TRAINING

SECTION 406191- PICS SPARE PARTS

TABLE OF CONTENTS TOC - 18

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

SECTION 412213.17 - DAVIT AND GANTRY CRANES

SECTION 413313 - OVERHEAD TRAVELING CRANES

SECTION 413313.01 - DETAIL SPECIFICATION - TREATMENT PLANT BRIDGE CRANE

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

SECTION 431030 - SUBMERSIBLE NON-CLOG CENTIFUGAL PUMPS

SECTION 431111 - BLOWERS

SECTION 432256 - SUBMERSIBLE MIXERS

SECTION 432321 - RECLAIMED EFFLUENT PUMPING SYSTEMS

SECTION 432331 - NPW PUMPING SYSTEMS

SECTION 432331.01 - PCN NON-POTABLE WATER SYSTEM

SECTION 432332 - RECLAIMED WATER PUMPING SYSTEM

SECTION 432358 - POSITIVE DISPLACEMENT ROTARY LOBE PUMPS

SECTION 433230 - ODOR CONTROL BIOTRICKLING SYSTEM

SECTION 433269 - CHEMICAL FEED SKID – PERISTALTIC PUMPS

SECTION 434010 - CHEMICAL STORAGE AND CONTAINMENT

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT

SECTION 460754 - MEMBRANE BIOREACTOR PACKAGE PLANT SYSTEM

SECTION 460754.01 - DES-SKID COMPONENTS

SECTION 460754.02 - DES-SUBMERSIBLE MIXERS

SECTION 460754.03 - DES-FLEXIBLE MEMBRANE DIFFUSERS

SECTION 460754.04 - DES-SUBMERSIBLE PUMPS

SECTION 460754.05 - DES SELF-PRIMING CENTRIFUGAL PUMPS

SECTION 460754.06 - DES-REGENERATIVE BLOWERS

SECTION 460754.07 - DES-PROCESS INSTRUMENTATION

SECTION 460754.08 - PACKAGE MBR SYSTEM - LAYOUT DRAWINGS

SECTION 460754.09 - PACKAGE MBR SYSTEM - P&ID DDRAWINGS

SECTION 460754.10 - DES-CHEMICAL FEED SKIDS

SECTION 461155 - SLUDGE DEWATERING SYSTEM - GENERAL

SECTION 461155.01 - DES VOLUTE PRESS

SECTION 461155.02 - DES POLYMER BLENDING SYSTEM

SECTION 461155.03 - DES SCREW CONVEYOR

SECTION 461155.04 - PCN-SLUDGE DEWATERING SYSTEM

SECTION 462113 - SCREENING AND GRIT REMOVAL SYSTEM - GENERAL

TABLE OF CONTENTS TOC - 19

SECTION 462113.1 - DES - COARSE SCREENING AND GRIT REMOVAL PACKAGE

SYSTEM

SECTION 462113.2 - DES - FINE SCREENING

SECTION 462113.3 - DES - MANUAL BAR SCREEN

SECTION 465035 - WASTEWATER ULTRAVIOLET DISINFECTION SYSTEM

SECTION 465035.01 - DES-HOSPITAL WASTEWATER ULTRAVIOLET DISINFECTION

SYSTEM

SECTION 465035.02 - DES HON-DAH WASTEWATER ULTRAVIOLET DISINFECTION

SYSTEM

SECTION 465131 - AERATION EQUIPMENT – GENERAL

SECTION 465131.01 - DES-FINE BUBBLE AERATION

SECTION 465131.02 - DES-COARSE BUBBLE AERATION

END OF TABLE OF CONTENTS

ROUGH GRADING 312213 - 1

SECTION 312213 - ROUGH GRADING

PART 1 - GENERAL

1.1 SUMMARY

A. This work shall consist of rounding and shaping slopes in accordance with the plans and where designated by the Engineer.

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract apply to work of this section, and unless otherwise indicated:

1. Maricopa Association of Governments Uniform Standard Specifications for Public

Works Construction, Part 200 - Earthwork, 2025 Revision to the 2020 Edition, if more stringent than herein specified.

2. Arizona Department of Transportation 2021 Standard Specifications for Road and Bridge Construction, Division II for all work performed within the Arizona Department of Transportation State Route 73 right-of-way

3. Geotechnical Exploration Report prepared by ATEK Engineering Consultants, dated April 4, 2025, ATEK Project #230211.

PART 2 - MATERIALS – NOT USED

PART 3 - EXECUTION

3.1 GENERAL

A. The top of cut slopes shall be rounded by excavating to blend the cut slopes with the adjacent natural terrain. At the intersections of cuts and fills, slopes shall be adjusted and warped to blend into each other or into the natural ground surface without noticeable break.

B. Slopes will be staked for flattening and rounding in places where the material is other than solid rock. Rock formations such as shales, decomposed sandstone and granite that can be readily excavated by means of hand tools, shall have the slopes flattened and rounded the same as the earth slopes. A layer of earth overlying a rock cut shall be rounded above the rock the same as earth slopes. Where the depth of cut is insufficient to provide the full rounding required, the distance for rounding shall be proportionately adjusted.

C. Slopes rounding and warping shall also apply to all drainage ditches when such rounding will improve the appearance of the roadside.

D. Whenever the treatment of the slopes may destroy or injure standing timber, trees or other vegetation, which should be preserved, adjustments in slope grading will be made. These adjustments shall be effected by a gradual transition from the theoretical grading section required.

E. The degree of smoothness required in rounding and warping slopes shall be as specified in Subsection 312300.3.6, “Slopes”.

END OF SECTION

EXCAVATION AND FILL 312300 - 1

SECTION 312300 - EXCAVATION AND FILL

1.1 SUMMARY

A. This Work shall consist of grading and excavating the roadway, excavating borrow pits, removing slide material, and excavating ditches and stream channels and satisfactorily disposing of all excavated material and all Work necessary for the construction and completion of cuts, embankments, slopes, ditches, dikes, stream channels, approaches, parking areas, intersecting driveways and highways, and subsidiary Work.

Exceptions are slope rounding, structure excavation, or other separately designated pay items of work which are made a part of the contract. All Work shall be in conformity with the alignment, grades, and cross-sections shown on the plans or established by the Engineer. Testing requirements for this section are contained in Subsection 312300.3.21, Testing.

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract apply to work of this section, and unless otherwise indicated:

1. Maricopa Association of Governments Uniform Standard Specifications for Public

Works Construction, Part 200 - Earthwork, 2025 Revision to the 2020 Edition, if more stringent than herein specified

2. Arizona Department of Transportation 2021 Standard Specifications for Road and Bridge Construction, Division II for all work performed within the Arizona Department of Transportation State Route 73 right-of-way

1.3 GRADE TOLERANCE

A. Immediately prior to placing subsequent layers of material thereon, the grading plane shall conform to one of the following:

1. The subgrade shall not vary more than 0.10 feet (30 mm) above or below the grade established by the Engineer.

2. The final subgrade layer prior to application of the structural base shall not vary more than 0.05 feet (15 mm) above or below the grade.

PART 2 - MATERIALS

2.1 ROADWAY EXCAVATION

A. Roadway excavation shall consist of all excavation involved in grading and constructing the roadway and appurtenances, irrespective of the nature or type of material encountered; except excavation designated as structure excavation, drainage excavation, channel, and borrow excavation when these items are provided as items of Work under the Contract. Dividing the project into construction stages shall not be construed as separate material classifications.

2.2 DRAINAGE EXCAVATION

A. Drainage excavation shall include all excavation in the construction of open ditches less than 12 feet (3.7 meters) in bottom width, excepting ditches that are part of the roadway prism as shown in the plans. The nature or type of material encountered shall have no bearing on the classification of material.

EXCAVATION AND FILL 312300 - 2

2.3 CHANNEL EXCAVATION

A. Channel excavation shall include all excavation in the construction of open ditches or stream channels with a bottom width of 12 feet (3.7 meters) or more with the exception of ditches that are part of the roadway prism as shown in the plans. The nature or type of material encountered shall have no bearing on the classification of material.

2.4 BORROW

A. Borrow shall consist of approved material excavated and used in the construction of fills, or for other construction purposes. Borrow shall be material which is excavated from sources specified in the Special Provisions or designated by the Engineer. The source of material to be excavated shall be approved in advance by the Engineer.

Borrow shall be excavated to the lines and grades established by the Engineer.

B. The Contractor shall notify the Engineer sufficiently in advance of opening any borrow site; testing the material and establishing cross-section elevations and measurements of the ground surface shall be completed at the expense of the Contractor. The widening of roadway cuts shall be considered as roadway excavation and not as borrow, unless otherwise specified. Borrow excavation will not be classified according to type or character of material encountered in the borrow area unless otherwise required in the Special Provisions.

2.5 SELECTED BORROW

A. Selected borrow shall consist of approved material required for the construction of embankments within the required limits shown on the plans or directed by the Engineer and shall be obtained from approved sources.

B. Selected borrow shall conform to the requirements set forth in the Special Provisions.

PART 3 - EXECUTION

3.1 ROADWAY

A. All excavation shall be made true to lines and grades staked by parties under the supervision of an Arizona licensed professional land surveyor working for the Contractor and shall be so conducted as to avoid removing or loosening any material outside the required slopes. If any material is so disturbed, it shall be replaced and thoroughly compacted to the required cross-section, unless such replacement is impractical as determined by the Engineer.

B. The Work done under this section shall begin at some definite point or points on the project subject to the approval of the Engineer, and the Work shall progress toward completion in an orderly manner. The roadway shall be graded to full cross-section width before placing base or surfacing of any type, unless otherwise specified.

C. Intersecting roads, service highways, ramps, approaches, and driveways shall be graded as shown on the plans or established by the Engineer.

D. All suitable material removed from the excavation shall be used as far as practicable in the formation of embankments, subgrade, shoulders, slopes, dikes, and backfill for structures, unless otherwise indicated on the plans or disposed of in a manner satisfactory to the Engineer. Excavated material shall not be wasted without permission.

EXCAVATION AND FILL 312300 - 3

3.2 UNSUITABLE MATERIAL

A. Unsuitable material shall be defined as soil or organic matter not suitable for foundation material regardless of moisture content. Material that is unsuitable for planned use, including material below the natural ground surface in embankment areas, shall be excavated and disposed of in a manner approved by the Engineer or as specified in the contract documents.

B. When unsuitable material is removed and disposed of, the resulting space shall be filled with material suitable for the planned use. Such suitable material shall be placed and compacted in layers as hereinafter specified under embankment.

3.3 BLASTING

A. Any material outside the authorized cross-section on the back slopes, which may be shattered or loosened because of blasting, shall be removed by the Contractor at his expense. Shattered or loosened material below the bottom limits of required excavation shall be uniformly distributed and compacted or otherwise disposed of in a manner satisfactory to the Engineer. The Contractor shall discontinue any method of blasting which leads to overshooting or is dangerous to the public or destructive to property or to natural features.

3.4 ROCK CUTS

A. In excavating side hill rock cuts and rock cliffs, the Contractor shall exercise care and use precautionary methods so as not to break down, loosen, or otherwise damage supporting rock below the bottom limits of required excavation. In general, such cuts shall be worked from the top of lifts of such height that will not damage the bench of rock below the bottom limits of required excavation. The Contractor shall be responsible for the methods used, and for any damage to the roadbed resulting from his operations.

B. The slope of all rock cuts shall be scaled and dressed to a safe, stable condition by removing all loose spalls and rock not firmly keyed to the rock slope. Overhanging rock shall be removed when, in the opinion of the Engineer, it may be a hazard to public use of the roadway.

C. In solid rock excavation, slopes shall be constructed to the approximate neat lines staked by the Surveyor. No rock shall project or overhang more than 1 foot (0.3 m) from the true slope.

3.5 OVERBREAK

A. Overbreak is that portion of material excavated, displaced or loosened outside and beyond the slopes or grade as staked or re-established, regardless of whether any such overbreak is due to blasting, the inherent character of any formation encountered, or to any other cause. Slides and slip-outs as defined in Subsection 312300.3.10, "Slides and Slip-outs," and that portion of rock subgrade as hereinafter set forth, shall not be considered overbreak. All side slope overbreak as so defined shall be removed by the Contractor and shall be disposed of in the same manner as provided for the surplus under the heading of "Surplus Material," but at his own expense and without any allowance for overhaul.

EXCAVATION AND FILL 312300 - 4

3.6 SLOPES

A. All excavation and embankment slopes, except in solid rock, shall be trimmed to the lines staked by the Surveyor. The degree of smoothness shall be that normally obtained by hand shovel operations, or blade grader operations.

3.7 WIDENING CUTS

A. If the Engineer directs the Contractor to excavate beyond the limits of the typical cross-section originally proposed and within the limits of the right-of-way, the Contractor shall do so.

3.8 SURPLUS MATERIAL

A. Unless otherwise specified in the Contract Documents, surplus excavated material shall be used to widen embankments uniformly, or to flatten slopes, or at other locations, all in a manner satisfactory to the Engineer. No surplus material shall be disposed of above the grade of the adjacent roadbed, nor shall the Contractor waste any material unless approved in writing by the Engineer.

B. If the quantity of surplus material is specified in the Contract Documents, such quantity shall be considered approximate only. The Contractor shall satisfy himself that there is sufficient material available for the completion of the embankments within the areas involved before disposing of any indicated surplus material inside or outside the right-of-way. Any shortage of material caused by premature disposal of the indicated surplus material by the Contractor shall be replaced by him and no compensation will be allowed the Contractor for such replacement.

3.9 SELECTED MATERIAL

A. When specified in the Contract Documents, or when selected by the Engineer, suitable selected material encountered in excavating or widening the roadway prism or any other excavation within the highway right-of-way, or in the excavation or borrow, shall be used for finishing the top portion of the subgrade.

B. Selected material shall be defined as material which is excavated from one or more of the above sources and which is used for selective purposes.

C. When practicable, selected material shall be hauled directly from excavation to its final position on the roadbed and compacted in place, and such Work shall be paid for at the contract unit price for the excavation item involved.

D. When the transporting of selected material directly from excavation to its final position on the roadway is impractical, the selected material shall be left in place until it can be placed in final position and no additional compensation will be made because of the delayed excavation. If, however, the conditions are such that the undisturbed selected material will hamper ordinary grading operations or cause unnecessary movements of equipment, the Engineer may order in writing the removal of sufficient selected materials and the stockpiling thereof to enable practical hauling operations. If the excavation and stockpiling of selected material is specified in the contract documents or is ordered by the Engineer, the excavation shall be from, and the stockpiling at, locations designated by the Engineer. The selected material shall be removed from the stockpile and placed in final position on the roadbed when approved by the Engineer.

EXCAVATION AND FILL 312300 - 5

3.10 SLIDES AND SLIPOUTS

A. Material outside the planned roadway or ditch slopes which is unstable and constitutes potential slides in the opinion of the Engineer, material from slides which has come into the roadway or ditch, and material which has slipped out of new or old embankments shall be excavated and removed. The material shall be excavated to designated lines or slopes either by benching or in such manner as approved by the Engineer. Such material shall be used in the construction of the embankments or disposed of as approved by the Engineer.

B. The above provisions shall not be so construed as to relieve the Contractor from the duty of maintaining all slopes true and smooth. Erosion, regardless of amount or extent, caused by the action of the elements, which results in damage to Work or materials, shall in no case be considered a slide or slip-out.

3.11 DRAINAGE

A. During construction of the roadway, the roadbed shall be maintained in such condition that it will be well drained at all times.

B. V-type ditches shall be formed to the cross-section and dimensions on the plans by means of suitable equipment which will deposit all loose material on the downhill side so that the bottom of the finished ditches shall not be less than 2.5 feet (.75 meters) below the crest of the loose material piled on the downhill side.

C. In going from cut to fill, the roadway ditches shall be so cut as to avoid damage to embankments by erosion.

D. The flat-bottom ditches indicated on the plans shall be excavated to the required cross-section and grade. Materials so obtained shall be used to construct roadway embankments or dikes or both, to form a continuous diversion channel as staked by the Surveyor.

3.12 CHANNELS

A. To avoid destruction of natural growth during construction of ditches, channels, or dikes, travel of equipment shall be confined to the construction limits. Where ditches, channels or dikes are nearly parallel to the roadway, turnarounds shall not be located closer than 200 feet (60 meters) apart.

B. Fine grading of channel bottoms will not be required unless paving is specified.

3.13 BORROW

A. A possible source of borrow material may be indicated in the contract documents. If the Contractor desires to use borrow materials from sources other than those described in the contract documents, he shall, at his own expense, acquire the necessary right to take materials and pay all costs involved. All costs of exploring such alternate sources shall be borne by the Contractor. Use of material from these sources will not be permitted until approved in writing by the Engineer.

B. The successful bidder shall, at the time of execution of the contract, execute an "Agreement" for all borrow deposits obtained under an "Option and Agreement for Sale of Materials" when said "Option" is contained in the Special Provisions. This agreement shall be executed whether the material is to be used or not.

EXCAVATION AND FILL 312300 - 6

C. In case designated borrow deposits fail to contain the necessary quantity of acceptable material, the Contractor shall immediately notify the Engineer in writing. The Engineer shall thereupon investigate, and if his investigation shows that there is not sufficient quantity of acceptable material, he shall designate an alternate deposit in which to obtain the deficit.

D. In all borrow pits having undesirable…