RUNDELL ERNSTBERGER ASSOCIATES [email protected] …

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Ball State East Mall Phase 2B REA Project #1518

Addendum #3 – March 3, 2021

This addendum is being issued prior to the date for receiving bids.

The modifications, additional data and specifications included herein shall be incorporated into the Project Manual for the above-mentioned project. All other provisions of the Drawings and Specifications shall remain unchanged.

This addendum is issued in accordance with the provisions of Information for Bidders section of the Project Manual. All bids shall be based upon work as modified by this Addendum or Prior Addenda.

Acknowledge receipt of this Addendum on the Bid Form. Failure to do so may subject the bidder to disqualification. This addendum forms a part of the Contract Documents.

REVISIONS TO THE SPECIFICATIONS

ITEM #1: REPLACE section 000110 “Table of Contents,” attached.

ITEM #2: REPLACE section 000115 “List of Drawing Sheets,” attached.

ITEM #3: ADD section 232113.13 “Underground Hydronic Piping,” attached.

ITEM #4: ADD section 260543 “Underground Ducts and Raceways for Electrical Systems,” attached.

REVISIONS TO THE DRAWINGS

ITEM #1: REPLACE drawing G100 in its entirety with revised sheet, attached.

ITEM #2: REPLACE drawing C401A in its entirety with revised sheet, attached.


ITEM #4: ADD drawing C503A, attached.

ITEM #5: ADD drawing C504A, attached.


ITEM #7: REPLACE sheet E202 in its entirety with revised sheet, attached.

ITEM #8: ADD drawing E203, attached.

ITEM #9: ADD drawing E204, attached.

ITEM #10: ADD drawing P201, attached.

ITEM #11: ADD drawing P202, attached.

Ball State East Mall Phase 2B | Addendum #3, Page 2 of 2

ATTACHMENTS:

ITEM #1: Specification section 000110 “Table of Contents”

ITEM #2: Specification section 000115 “List of Drawing Sheets”

ITEM #3: Specification section 232113.13 “Underground Hydronic Piping”

ITEM #4: Specification section 260543 “Underground Ducts and Raceways for Electrical Systems”

ITEM #5: Drawing G100 “Cover”

ITEM #6: Drawing C401A “Stormwater Pollution Prevention Plan”

ITEM #7: Drawing C501A “Utility Plan”

ITEM #8: Drawing C503A “Utilities Plan and Profiles”

ITEM #9: Drawing C701A “Storm Plan and Profiles”

ITEM #10: Drawing E202 “Electrical Schedules & Details”

ITEM #11: Drawing E203 “Site Electrical Enlarged Plan and Details”

ITEM #12: Drawing E204 “Electrical Details”

ITEM #13: Drawing P201 “Site Plumbing Plans”

ITEM #13: Drawing P202 “Plumbing Details”

END OF ADDENDUM #3

East Mall Phase 2B Site Improvements 2021-007.01 XP

Ball State University 000110 - TABLE OF CONTENTS 2017 (BID-LD) Document Origination Date: May 30, 2009 Document Revision Date: May 29, 2020

000110 - 1

DOCUMENT 000110 TABLE OF CONTENTS (BID-LD)

East Mall Phase 2B Site Improvements BSU Project No. 2021-007.01 XP

Section Title

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION 000101 Project Title Page 000105 Certifications Page 000110 Table of Contents (BID-LD) 000115 List of Drawing Sheets

PROCUREMENT REQUIREMENTS 002113 Notice to Bid 002114 Instructions to Bidders – AIA A701-2018 05/28/20 002213 Supplementary Instructions to Bidders – BSU A701-2018 (BID-LD) 09/29/20 003100 Available Project Information Geotechnical Report for the proposed Health Professions Building 08/18/16 Addendum No. 1 to proposed Health Professions Building Geotechnical

Report 05/12/17

Geotechnical Report for the proposed Foundational Sciences Building 05/15/18 004113 Bid Form – Indiana Form 96 – Revised Current 004300 Bid Form Supplements (BID-LD) 05/29/20 004313 Bid Security Form – AIA 310-2010 004500 Representations and Certifications (BID-LD) 05/29/20 004539 MBE/WBE/Veteran Participation Plan 08/25/16

CONTRACTING REQUIREMENTS 005214 Agreement Form – AIA A101-2017 Owner Contractor Agreement 05/29/20 Insurance and Bonds – AIA A101-2017 Exhibit A 05/29/20 005400 Agreement Form Supplements – BSU A101-2017 (BID-LD) 05/29/20 006100 Bond Forms – AIA A312 Performance Bond and Payment Bond 007214 General Conditions – AIA A201-2017 General Conditions of the Contract

for Construction 05/29/20

007313 Supplementary Conditions – BSU A201-2017 (BID-LD) 05/29/20 007373 Escrow Agreement 09/18/15 009000 Bidding, Contract and Administration Documents and Forms (BID-LD) 05/29/20



000110 - 2

DIVISION 01 – GENERAL REQUIREMENTS 011000 Summary 012000 Price and Payment Procedures 012200 Unit Prices 012300 Alternates 013000 Administrative Requirements 013216 Construction Progress Schedule 013233 Photographic Documentation 013300 Submittal Procedures 014000 Quality Requirements 014200 References 015000 Temporary Facilities and Controls 015639 Temporary Tree and Plant Protection 016000 Product Requirements 017000 Execution and Closeout Requirements

DIVISION 02 – EXISTING CONDITIONS 024111 Demolition 024119 Selective Demolition

DIVISION 03 – CONCRETE 033000 Cast-In-Place Concrete

DIVISION 04 – MASONRY 044200 Site Masonry

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES 064013 Exterior Architectural Woodwork

DIVISION 10 – SPECIALTIES 101400 Signage

DIVISION 23 – HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 232113.13 Underground Hydronic Piping

DIVISION 26 – ELECTRICAL 260030 Electrical Submittal Procedures 260031 Electrical Cutting and Patching 260070 Electrical Closeout Procedures 260090 Electrical Earthwork 260519 Low-Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems 260533 Raceways and Boxes for Electrical Systems 260543 Underground Ducts and Raceways for Electrical Systems 260553 Identification for Electrical Systems 262416 Panelboards 262816 Enclosed Switches and Circuit Breakers 265600 Exterior Lighting



000110 - 3

DIVISION 31 – EARTHWORK 311000 Site Clearing 312000 Earth Moving 312200 Grading 312316 Excavation 312316.13 Trenching 312323 Fill 312400 Temporary Erosion and Sedimentation Control

DIVISION 32 – EXTERIOR IMPROVEMENTS 321123 Aggregate Base Courses 321216 Asphalt Paving 321313 Concrete Paving 321373 Concrete Paving Joint Sealants 321400 Unit Paving 321723 Pavement Markings 321726 Tactile Warning Surfacing 323300 Site Furnishings 329113 Soil Preparation 329200 Turf and Grasses

DIVISION 33 – UTILITIES 330110.58 Disinfection of Water Utility Piping Systems 330513 Storm Manholes and Structures 331416 Site Water Utility Distribution Piping 334100 Subdrainage 334211 Stormwater Gravity Piping

END OF TABLE OF CONTENTS



000110 - 4

THIS PAGE INTENTIONALLY LEFT BLANK


Ball State University 000115 – LIST OF DRAWING SHEETS Created: September 17, 2015 Modified: May 26, 2020 000115 - 1

DOCUMENT 000115 LIST OF DRAWING SHEETS

Sheet Title

GENERAL G100 Cover G201 Construction Access – Staging Plan No. 1 Topographic Survey: Ball State - Ashland Avenue and Martin Street

STORMWATER POLLUTION PREVENTION C401A Stormwater Pollution Prevention Plan C401B Stormwater Pollution Prevention Plan C401C Stormwater Pollution Prevention Plan C402 Stormwater Pollution Prevention Details C403 Stormwater Pollution Prevention Details C404 Stormwater Pollution Prevention Notes

CIVIL C501A Utility Plan C501B Utility Plan C501C Utility Plan C502 Utility Details C503A Utilities Plan and Profiles C504A Utilities Plan and Profiles C601 Maintenance of Traffic Plan C701A Storm Plan and Profiles C701B Storm Plan and Profiles C701C Storm Plan and Profiles C702 Storm Details C703 Storm Details C704 Storm Details

LANDSCAPE LA101A Site Demolition Plan West LA101B Site Demolition Plan East LA101C Site Demolition Plan Martin St. LA201A Site Layout Plan West LA201B Site Layout Plan East LA201C Site Layout Plan Martin St LA202A Site Grading Plan West LA202B Site Grading Plan East LA202C Site Grading Plan Martin St. LA203A Site Landscape Plan West LA203B Site Landscape Plan East LA203C Site Landscape Plan Martin St. LA500 Site Details


Ball State University 000115 – LIST OF DRAWING SHEETS Created: September 17, 2015 Modified: May 26, 2020 000115 - 2

LA501 Site Details LA502 Site Details LA503 Curb Ramp Details LA504 Boardwalk & Stone Outcropping Details LA505 Boardwalk Details

STRUCTURAL S000 Structural Notes S100 Foundation Plan & Details

ELECTRICAL E201A Site Electrical Plan West E201B Site Electrical Plan East E201C Site Electrical Plan Martin St. E202 Electrical Schedules & Details E203 Site Electrical Enlarged Plan & Details E204 Electrical Details

PLUMBING P201 Site Plumbing Plan P201 Site Plumbing Plan

East Mall Phase 2B Ball State University The Engineering Collaborative

UNDERGROUND HYDRONIC PIPING

23 21 13.13

UNDERGROUND HYDRONIC PIPING 23 21 13.13 - 1

SECTION 23 21 13.13 - UNDERGROUND HYDRONIC PIPING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the following underground hydronic piping:

1. Ductile-iron pipe and fittings. 2. Plastic pipe and fittings.

1.2 DEFINITIONS

A. Invert: Vertical distance from Project datum reference point to bottom interior pipe surface.

B. Reinforced, Thermosetting Resin Fitting (RTRF): Fittings fabricated of composite materials, largely consisting of a reinforcement material embedded in, or surrounded by, cured thermosetting resin. Most common form of reinforced, thermosetting resin pipe is one in which fiberglass strands form reinforcement.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.4 INFORMATIONAL SUBMITTALS

A. Coordination Drawings: Show pipe sizes, locations, and elevations. Show other piping in same trench and clearances from hydronic distribution piping. Indicate interface and spatial relationship between manholes, piping, and proximate structures.

B. Profile Drawings: Show system piping in elevation. Draw profiles at horizontal scale of not less than 1 inch equals 50 feet and at vertical scale of not less than 1 inch equals 5 feet.

1. Show locations and inverts of utility system manholes and piping. Show manholes and piping. Show types, sizes, materials, and inverts of other utilities crossing hydronic piping.

2. Show depth of cover from top of hydronic system pipes to finished grade.

C. Welding certificates.

D. Material test reports.

E. Source quality-control reports.

F. Field quality-control reports.



23 21 13.13


1.5 QUALITY ASSURANCE

A. Welding Qualifications: Qualify procedures and personnel in accordance with ASME Boiler and Pressure Vessel Code: Section IX.

B. ASME Compliance: Comply with ASME B31.9, "Building Services Piping," for materials, products, and installation.

1.6 COORDINATION

A. Coordinate pipe-fitting pressure classes with products specified in related Sections.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Provide components and installation capable of producing hydronic piping systems with the following minimum working-pressure ratings:

1. Hot-Water Piping: 150 psig at 200 deg F. 2. Chilled-Water Piping: 150 psig at 100 deg F.

2.2 DUCTILE-IRON PIPE AND FITTINGS

A. Mechanical-Joint, Ductile-Iron Pipe: AWWA C151/A21.51, centrifugally cast with mechanical-joint bell and plain spigot end.

1. Standard-Pattern, Mechanical-Joint Fittings: AWWA C110/A21.10, ductile or gray iron. 2. Compact-Pattern, Mechanical-Joint Fittings: AWWA C153/A21.53, ductile iron.

a. Glands, Gaskets, and Bolts: AWWA C111/A21.11, ductile- or gray-iron glands, rubber gaskets, and steel bolts.

2.3 PLASTIC PIPE AND FITTINGS

A. HDPE PIPE AND FITTINGS

1. HDPE Pipe, AASHTO/ASTM M294/F892, AWWA C906 meeting ANSI/NSF Standard 14, SDR 7.0 corrugated with integrally formed smooth interior.

2. AWWA C906 and NSF 14 identifications shall appear on exterior wall print line.

B. HDPE Joints, ASTM D3212, ANSI/NSF Standard 14, watertight joints using watertight sleeves. 1. Sleeves shall have an indentation in the center to ensure proper positioning of the pipe. 2. Sleeves shall be factory installed on one end of the pipe with a factory installed gasket on

the other end.



23 21 13.13


3. Joints for pipe between 21” and 24” may also use silt tight joints using split coupling bands and geotextile fabric.

C. Gaskets, ASTM F477, solid cross section rubber manufacturer to fit the pipe and fittings.

D. Lubricant used in making up joints shall be supplied, or recommended, by the pipe manufacturer and the joints shall be coupled in accordance with manufacturer’s requirements.

PART 3 - EXECUTION

3.1 PIPING APPLICATION

A. Hot-Water Heating Piping:

1. NPS 2-1/2 and larger shall be the following:

a. Mechanical-joint, ductile-iron pipe; standard- or compact-pattern mechanical-joint fittings; and mechanical joints.

B. Chilled-Water Piping:

1. NPS 2-1/2 and larger shall be the following:

a. HDPE Pipe.

3.2 PIPING INSTALLATION

A. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicate piping locations and arrangements if such were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on coordination drawings.

B. Remove standing water in the bottom of trench.

C. Bed the pipe on a minimum 5-inch layer of pipe system manufacturer's recommended granular fill material with a minimum 4-inch clearance between pipes.

D. Do not backfill piping trench until field quality-control testing has been completed and results approved.

E. Install piping at uniform grade of 0.2 percent. Install required fittings to accommodate capped drains at low points and elsewhere as required for system drainage. Install capped manual air vents at high points.

1. Maintain continuous bedding under piping. Do not leave gaps in pipe bedding, allowing pipe to sag between contact points with the bedding.

F. Install components with pressure rating equal to or greater than system operating pressure.



23 21 13.13


G. Install piping in straight lines. Do not bend pipe.

H. Install fittings for changes in direction and branch connections.

I. Secure anchors with concrete thrust blocks.

J. Secure anchors and fittings where piping changes direction, and where elsewhere required by manufacturer's written installation instructions, with concrete thrust blocks.

K. Apply bitumastic coating to carbon-steel anchors and guides. Pour concrete thrust blocks and anchors.

L. After field quality-control testing is complete, backfill with 7 inches of clean, granular material in accordance with piping system manufacturer's written instructions. If mechanical compaction is required, manually backfill to 14 inches before using mechanical-compaction equipment.

3.3 JOINT CONSTRUCTION

A. Join pipe and fittings in accordance with the following:

1. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. 2. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before

assembly.

3. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified.

4. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds.

3.4 IDENTIFICATION

A. Install continuous plastic underground warning tapes during backfilling of trenches for underground hydronic piping. Locate tapes 6 to 8 inches below finished grade, directly over piping.

3.5 FIELD QUALITY CONTROL

A. Perform tests and inspections with the assistance of a factory-authorized service representative.

B. Tests and Inspections:

1. Prepare hydronic piping for testing in accordance with ASME B31.9 and as follows:

a. Leave joints, including welds, uninsulated and exposed for examination during test.

b. Isolate equipment and instrumentation. Do not subject equipment and instrumentation to test pressure.



23 21 13.13


c. Install relief valve set to relieve at pressure no more than one-third higher than test pressure.

d. Fill system with water. Where there is risk of freezing, perform testing with air or liquid that will not freeze or cause damage to piping system materials.

e. For hydrostatic testing, install vents at high points to release trapped air while filling system. Remove test liquid at accessible low points.

2. Test hydronic piping as follows:

a. Subject hydronic piping to hydrostatic test pressure that is not less than 1.5 times system design pressure.

b. After hydrostatic test pressure has been applied for 10 minutes, examine joints for leakage. Remake leaking joints using new materials and repeat hydrostatic test until no leaks exist.

c. Do not pressurize carrier pipe with air. d. Maintain test pressure for four hours with no loss of pressure.

C. Piping will be considered defective if it does not pass tests and inspections.

D. Prepare test and inspection reports.

E. When successful testing is complete, flush carrier piping to remove dirt or debris remaining after construction. Drain piping after flushing is complete.

F. Fill underground piping system with permanent system liquid prior to system testing and balancing.

END OF SECTION 23 21 13.13


UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

26 05 43


26 05 43 - 1

SECTION 26 05 43 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Type PVC raceways and fittings. 2. Fittings for conduit, tubing, and cable. 3. Threaded metal joint compound. 4. Solvent cements. 5. Duct accessories. 6. Manholes for exterior underground wiring. 7. Utility structure accessories. 8. Duct sealing.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

B. Preinstallation Coordination Meeting(s): For underground ducts and raceways. Conduct meeting(s) at Project site.

1.3 ACTION SUBMITTALS

A. Product Data:

Retain one or more of four subparagraphs below as needed to verify compliance of Work with Project requirements.

1. Duct-bank materials, including spacers and miscellaneous components. 2. Ducts, conduits, and their accessories, including elbows, end bells, bends, fittings, and

solvent cement. 3. Accessories for manholes and other utility structures. 4. Underground-line warning tape.

B. Shop Drawings:

Retain one or more of three subparagraphs below as needed to verify compliance of Work with Project requirements.

1. Electric Utility Duct Banks and Structures:

a. Include plans, elevations, sections, and details, including attachments to other Work.



26 05 43


26 05 43 - 2

b. Indicate locations of private property boundaries and utility easements. c. Include information required for approval by electric utility and for obtaining

public space utility work permits.

2. Precast or Factory-Fabricated Concrete Structures:

a. Include plans, elevations, sections, and details, including attachments to other Work.

b. Include duct entry provisions, including locations and duct sizes, and methods and materials for waterproofing duct entry locations.

c. Include reinforcement details. d. Include frame and cover design and manhole chimneys. e. Include ladder details. f. Include grounding details. g. Include dimensioned locations of cable rack inserts, pulling-in and lifting irons,

sumps, and other accessories. h. Include joint details.

C. Field Quality-Control Submittals:

1. Field quality-control reports.

1.4 INFORMATIONAL SUBMITTALS

A. Certificates:

1. For concrete and steel used in precast concrete manholes, as required by ASTM C858.

B. Manufacturers' Published Instructions: Record copy of official installation instructions issued to Installer by manufacturer.

C. Source Quality-Control Submittals:

1. Source quality-control reports.

PART 2 - PRODUCTS

Manufacturers and products listed in this Section are neither recommended nor endorsed by the AIA or Deltek. Before selecting manufacturers and products, verify availability, suitability for intended applications, and compliance with minimum performance requirements. For definitions of terms and requirements for Contractor's product selection, see Section 01 60 00 "Product Requirements."

Product options commonly available from manufacturers are included in square brackets throughout the Section Text. Not every manufacturer listed can provide every option offered; verify availability with manufacturers. For definitions of terms and requirements for Contractor's product selection, see Section 01 60 00 "Product Requirements."



26 05 43


26 05 43 - 3

2.1 TYPE PVC RACEWAYS AND FITTINGS

A. Performance Criteria:

1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.

2. General Characteristics: UL 651 and UL CCN DZYR.

Retain "Schedule 40 Rigid PVC Conduit (PVC-40) and Fittings" Paragraph below for normal-duty aboveground applications, concrete-encased applications, or direct burial.

B. Schedule 40 Rigid PVC Conduit (PVC-40) and Fittings:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. ABB, Electrification Business. b. Calconduit; Atkore International. c. JM Eagle; J-M Manufacturing Co., Inc. d. NAPCO; Westlake Chemical Corp. e. Opti-Com Manufacturing Network, Inc (OMNI). f. Topaz Lighting & Electric.

2. Dimensional Specifications: Schedule 40.

2.2 FITTINGS FOR CONDUIT, TUBING, AND CABLE



B. Metallic Fittings for Type PVC Raceways:


a. ABB, Electrification Business. b. Crouse-Hinds; Eaton, Electrical Sector. c. EGS; Emerson Electric Co., Automation Solutions, Appleton Group. d. Konkore Fittings; Atkore International. e. O-Z/Gedney; Emerson Electric Co., Automation Solutions, Appleton Group. f. Raco Taymac Bell; Hubbell Incorporated, Commercial and Industrial. g. Southwire Company. h. Topaz Lighting & Electric.

2. General Characteristics: UL 514B and UL CCN DWTT.



26 05 43


26 05 43 - 4

2.3 SOLVENT CEMENTS



2. General Characteristics: As recommended by conduit manufacturer in accordance with UL 514B and UL CCN DWTT.

2.4 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.


a. ABB, Electrification Business. b. Allied Tube & Conduit; Atkore International. c. Cantex Inc. d. IPEX USA LLC. e. PenCell Plastics. f. Underground Devices, Inc.

B. Underground-Line Warning Tape: In accordance with the University’s standards.

2.5 MANHOLES FOR EXTERIOR UNDERGROUND WIRING



2. General Characteristics:

a. ASTM C858 for design and manufacturing processes. b. SCTE 77.

B. Precast Concrete Manholes:

Coordinate "Description" Subparagraph below with Drawings for manhole designs, indicating layout, dimensions, features, accessories, and installation conditions. See the Evaluations.

1. Description: One-piece units and units with interlocking mating sections, complete with accessories, hardware, and features.



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a. Carder Concrete Products. b. Christy Concrete Products. c. Elmhurst-Chicago Stone Co. d. Oldcastle Infrastructure Inc.; CRH Americas. e. Rinker Group, Ltd. f. Riverton Concrete Products. g. Utility Concrete Products, LLC. h. Utility Vault Co. i. Wausau Tile Inc.

Retain "Knockout Panels" or "Duct Entrances in Manhole Walls" Subaragraph below, or both, to require provisions to be made in factory to accommodate connections of duct to manholes in field. Coordinate with Drawings.

Retain "Knockout Panels" Subparagraph below to require knockout openings in manhole walls, arranged so ducts and their terminating fittings can be cast in place in field after manholes are installed. This method can minimize problems of aligning duct with manhole openings in field.

3. Knockout Panels: Precast openings in walls, arranged to match dimensions and elevations of approaching duct, plus additional 12 inch (300 mm) vertically and horizontally to accommodate alignment variations.

Retain "Duct Entrances in Manhole Walls" Subparagraph below to require end-bell or duct-terminating fittings to be factory installed, ready for connection to approaching ducts in field. This method reduces installation costs but may increase risk of potential alignment problems.

4. Duct Entrances in Manhole Walls: Cast end-bell or duct-terminating fitting in wall for each entering duct.

5. Ground Rod Sleeve: Provide 3 inch (75 mm) PVC sleeve in manhole floors 2 inch (50 mm) from wall adjacent to, but not underneath, duct entering structure.

6. Joint Sealant: Asphaltic-butyl material with adhesion, cohesion, flexibility, and durability properties necessary to withstand maximum hydrostatic pressures at installation location with ground-water level at grade.

7. Source Quality Control: Test and inspect in accordance with ASTM C1037.

Coordinate "Cast-In-Place Concrete Manholes" Paragraph below with Drawings for manhole designs, indicating locations, layout, dimensions, reinforcement, features, accessories, and installation conditions. See the Evaluations.

C. Cast-In-Place Concrete Manholes:

1. Description: Underground utility structures, constructed in place, complete with accessories, hardware, and features. Include concrete knockout panels for duct entrance and sleeve for ground rod.

2. Additional Criteria: Comply with Section 03 30 00 "Cast-in-Place Concrete."



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2.6 UTILITY STRUCTURE ACCESSORIES

Indicate on Drawings where accessories specified in this article are to be installed.

See utility company requirements for utility structure accessories that are required by utility company but not included below. Add descriptions of products here and installation requirements in Part 3. See "Utility Companies" Paragraph in the "Underground Utility Structures" Article in the Evaluations for additional information.

A. Description: Utility equipment and accessory items used for utility structure access and utility support, listed and labeled for intended use and application.

B. Manhole Frames, Covers, and Chimney Components: Comply with structural design loading specified for manhole.

1. Frame and Cover: Weatherproof, gray cast iron complying with ASTM A48/A48M, Class 30B with milled cover-to-frame bearing surfaces; diameter, 29 inch (725 mm).

a. Cover Finish: Nonskid finish must have minimum coefficient of friction of 0.50. b. Special Covers: Recess in face of cover designed to accept finish material in paved

areas.

2. Cover Legend: Cast in; selected to suit system.

a. Legend: "ELECTRIC."

3. Manhole Chimney Components: Precast concrete rings with dimensions matched to those of roof opening.

Retain one of two subparagraphs below. Plastic or rubber sealing materials are intended for precast components with tongue-and-groove joints.

a. Mortar for Chimney Ring and Frame and Cover Joints: Comply with ASTM C270, Type M, except for quantities less than 2.0 cu. ft (60 L) where packaged mix complying with ASTM C387/C387M, Type M, may be used.

b. Seal joints watertight using preformed plastic or rubber complying with ASTM C990. Install sealing material in accordance with sealant manufacturers' published instructions.

Most manufacturers' standard precast units have sump consisting of depression in floor only and no frame or grate. 12-1/2 inch (313 mm) diameter, 4 inch (100 mm) deep thermoplastic sump is also available for casting into manhole floor.

C. Manhole Sump Frame and Grate: ASTM A48/A48M, Class 30B, gray cast iron.

D. Pulling Eyes in Concrete Walls: Eyebolt with reinforcing-bar fastening insert, 2 inch (50 mm) diameter eye, and 1-by-4 inch (25-by-100 mm) bolt.



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1. Working Load Embedded in 6 inch (150 mm), 4000 psi (27.6 MPa) Concrete: 13,000 lbf (58 kN) minimum tension.

E. Pulling-in and Lifting Irons in Concrete Floors: 7/8 inch (22 mm) diameter, hot-dip galvanized, bent steel rod; stress relieved after forming; fastened to reinforcing rod; and with exposed triangular opening.

1. Ultimate Yield Strength: 40,000 lbf (180 kN) shear and 60,000 lbf (270 kN) tension.

F. Bolting Inserts for Concrete Utility Structure Cable Racks and Other Attachments: Flared, threaded inserts of noncorrosive, chemical-resistant, nonconductive thermoplastic material; 1/2 inch (13 mm) ID by 2-3/4 inch (69 mm) deep, flared to 1-1/4 inch (31 mm) minimum at base.

1. Tested Ultimate Pullout Strength: 12,000 lbf (53 kN) minimum.

G. Ground Rod Sleeve: 3 inch (75 mm) PVC sleeve in manhole floors 2 inch (50 mm) from wall adjacent to, but not underneath, ducts routed from facility.

Retain "Steel Cable Rack Assembly" or "Nonmetallic Cable Rack Assembly" Paragraph below to select type of cable support for use in manholes. Coordinate with Drawings.

H. Steel Cable Rack Assembly: Hot-dip galvanized, except insulators.

Cable rack stanchion comes in various length and hook hole combinations, with the number of hook holes varying by length. Stanchion specified below is for common length that can be connected with identical sections to extend stanchion length. Other stanchion and arm configurations are available; coordinate with manufacturer.

1. Stanchions: T-section or channel with provisions to connect to other sections or channels to form continuous unit; 1-1/2 inch (38 mm) in width by nominal 24 inch (600 mm) long; punched with 14 hook holes on 1-1/2 inch (38 mm) centers for cable-arm attachment.

2. Arms: 1-1/2 inch (38 mm) wide, lengths ranging from 3 inch (75 mm) with 450 lb (204 kg) minimum capacity to 18 inch (450 mm) with 250 lb (114 kg) minimum capacity. Arms must have slots along full length for cable ties and be arranged for secure mounting in horizontal position at vertical locations on stanchions.

3. Insulators: High-glaze, wet-process porcelain arranged for mounting on cable arms.

"Nonmetallic Cable Rack Assembly" Paragraph below requires no insulators or grounding.

I. Nonmetallic Cable Rack Assembly: Components fabricated from nonconductive, fiberglass-reinforced polymer.

Cable rack stanchion comes in various length and hook hole combinations, with the number of hook holes varying by length. Stanchion specified below is for common length that can be connected with identical sections to extend stanchion length. Other stanchion and arm configurations are available; coordinate with manufacturer.



26 05 43


26 05 43 - 8

1. Stanchions: Nominal 36 inch (900 mm) high by 4 inch (100 mm) wide, with provisions to connect to other sections to form continuous unit, with minimum of nine holes for arm attachment.

2. Arms: Arranged for secure, drop-in attachment in horizontal position at locations on cable stanchions, and capable of being locked in position. Arms must be available in lengths ranging from 3 inch (75 mm) with 450 lb (204 kg) minimum capacity to 20 inch (500 mm) with 250 lb (114 kg) minimum capacity. Top of arm must be nominally 4 inch (100 mm) wide, and arm must have slots along full length for cable ties.

Retain "Fixed Manhole Ladders" or "Portable Manhole Ladders" Paragraph below, or both. Coordinate fixed ladder arrangement with manhole details on Drawings.

J. Fixed Manhole Ladders: Arranged for attachment to wall and floor of manhole. Ladder and mounting brackets and braces must be fabricated from nonconductive, structural-grade, fiberglass-reinforced resin.

K. Cover Hooks: Heavy duty, designed for lifts 60 lbf (270 N) and greater ladders(s) are required.

2.7 DUCT SEALING

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. ABB, Electrification Business. 2. CommScope, Inc. 3. Gardner Bender. 4. Ideal Industries, Inc. 5. NSi Industries LLC. 6. TE Connectivity Ltd.

B. Duct-Sealing Compound: Nonhardening, safe for contact with human skin, not deleterious to cable insulation, and workable at temperatures as low as 35 deg F (2 deg C). Compound must be capable of withstanding temperature of 300 deg F (150 deg C) without slump and adhering to clean surfaces of plastic ducts, metallic conduit, conduit and duct coatings, concrete, masonry, lead, cable sheaths, cable jackets, insulation materials, and common metals. Duct sealing compound must be removable without damaging ducts or cables.

C. Inflatable Duct-Sealing System: Wraparound inflatable bladder that seals ducts that are empty or containing conductors against air and water infiltration. System is suitable for use in steel, plastic, or concrete ducts and penetrations.

PART 3 - EXECUTION

3.1 PREPARATION



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A. Coordinate layout and installation of duct, duct bank, manholes, handholes, and boxes with final arrangement of other utilities, site grading, and surface features as determined in field. Notify Architect if there is conflict between areas of excavation and existing structures or archaeological sites to remain.

B. Coordinate elevations of duct and duct-bank entrances into manholes, handholes, and boxes with final locations and profiles of duct and duct banks, as determined by coordination with other utilities, underground obstructions, and surface features. Revise locations and elevations as required to suit field conditions and to ensure that duct and duct bank will drain to manholes and handholes, and as approved by Architect.

3.2 SELECTION OF UNDERGROUND DUCTS

See Underground Raceway Application Chart and "Underground Duct Installation Considerations" Article in the Evaluations. Coordinate with products listed in "Nonmetallic Duct and Duct Accessories" Article.

Verify application with utility if ducts are for service conductors provided by utility. See the Evaluations.

A. Duct for Electrical Feeders: PVC-40, concrete encased unless otherwise indicated.

3.3 SELECTION OF UNDERGROUND ENCLOSURES

Delete this article if Drawings indicate type and structural load rating of enclosure to be used for each application. Retain this article to specify types and structural load ratings of manholes, handholes, and pull boxes for various applications in Project. Options are examples only. Coordinate with Drawings. See "Underground Utility Structures" Article in the Evaluations.

Verify, with manufacturers, that units of types specified are available in sizes required. Indicate on Drawings the size of each enclosure, and use symbol or other notation to differentiate between manholes and handholes or boxes.

A. Manholes: Precast concrete.

Retain one of two subparagraphs below, or both, in accordance with load rating or ratings required for Project manholes. If retaining both, use notations on Drawings to indicate traffic level in each roadway where manhole is located.

1. Units Located in Roadways and Other Deliberate Traffic Paths by Heavy or Medium Vehicles: H-20 structural load rating in accordance with AASHTO HB 17.

2. Units Not Located in Deliberate Traffic Paths by Heavy or Medium Vehicles: H-10 load rating in accordance with AASHTO HB 17.

3.4 EARTHWORK

Coordinate this article with Drawings.



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26 05 43 - 10

A. Excavation and Backfill: Comply with Section 26 00 90 "Electrical Earth Work," but do not use heavy-duty, hydraulic-operated, compaction equipment.

Retain four paragraphs below if Project requires restoration of disturbed features and areas.

B. Restoration: Restore area immediately after backfilling is completed.

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

D. Restore areas disturbed by trenching, storing of dirt, cable laying, and other work. Restore vegetation and include necessary topsoiling, fertilizing, liming, seeding, sodding, sprigging, and mulching. Comply with Section 32 92 00 "Turf and Grasses" and Section 32 93 00 "Plants."

E. Cut and patch existing pavement in path of underground duct, duct bank, and underground structures in accordance with "Cutting and Patching" Article in Section 01 73 00 "Execution."

3.5 INSTALLATION OF DUCTS AND DUCT BANKS

NFPA 70 and NECA NEIS 1 are already specified in Section 26 00 10 "Supplemental Requirements for Electrical." Retain "Reference Standards" Paragraph below to specify other standards applicable to Work specified in this Section.

A. Reference Standards:

For electrical-power duct bank, note that ampacity of cables may be reduced in duct bank of more than two tiers of two ducts each.

1. Unless more stringent requirements are specified in Contract Documents or manufacturers' published instructions, comply with NEMA TCB 2 for installation of underground ducts and duct banks.

2. Consult Architect for resolution of conflicting requirements.

B. Special Techniques:

Retain first subparagraph below when Project includes duct bank.

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

2. Slope: Pitch duct minimum slope of 1:300 down toward manholes and handholes and away from buildings and equipment. Slope duct from high point between two manholes to drain in both directions.

Retain "Expansion and Deflection Fittings" Subparagraph below if differential settlement is anticipated where duct approaches manholes or handholes. Expansion and deflection fittings were available in metric designators 13 through 150 (trade sizes 1/2 through 6) with deflections of 3/4 inch (19 mm) or 30 degrees and expansion/contraction of 3/4 inch (19 mm) when this Section was written. Expansion fittings to



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accommodate straight line expansion/contraction that will accommodate up to 4 inch (100 mm) change in duct length are available in all sizes. Consult manufacturers for availability of larger sizes and for installation instructions. Coordinate with Drawings.

3. Expansion and Deflection Fittings: Install expansion and deflection fitting in each duct in area of disturbed earth adjacent to manhole or handhole.

4. Install expansion fitting near center of straight line duct with calculated expansion of more than 3/4 inch (19 mm).

Manufactured sweep bends in "Curves and Bends" Subparagraph below are available in various radii up to 25 ft (7.5 m) for 4 and 5 inch (100 and 125 mm) duct, although 48 inch (1200 mm) radius is largest regularly stocked. To minimize pulling tensions, specify largest radius possible, consistent with other Project requirements. See the Evaluations. Coordinate with Drawings.

5. Curves and Bends:

a. Use 5-degree angle couplings for small changes in direction. Use manufactured long sweep bends with minimum radius of 48 inch (1200 mm), both horizontally and vertically, at other locations unless otherwise indicated.

b. Field bending must be in accordance with NFPA 70 minimum radii requirements, except bends over 45 degrees must be made with minimum radius of 48 inch (1200 mm). Use only equipment specifically designed for material and size involved. Use PVC heating bender for bending PVC conduit.

Instruction below exceeds requirements of NFPA 70. c. Duct must have maximum of 180 degrees of bends between pull points.

Vertical staggering or random positioning of couplings and spacers along duct eliminate potential weak vertical shear planes in concrete encasements.

6. Joints: Use solvent-cemented joints in nonmetallic duct and fittings and make watertight in accordance with manufacturer's published instructions. Stagger couplings so those of adjacent duct do not lie in same plane. Couple steel conduits to ducts with adapters designed for this purpose, and encase coupling with minimum 3 inch (75 mm) of concrete for minimum of 12 inch (300 mm) on each side of coupling.

a. Install insulated grounding bushings on steel raceway terminations that are less than 12 inch (300 mm) below grade or floor level and do not terminate in hubs.

7. Installation Adjacent to High-Temperature Steam Lines: Where duct is installed parallel to underground steam lines, perform calculations showing duct will not be subject to environmental temperatures above 104 deg F (40 deg C). Where environmental temperatures are calculated to rise above 104 deg F (40 deg C), and anywhere duct crosses above underground steam line, install insulation blankets listed for direct burial to isolate duct bank from steam line to maintain maximum environmental temperature of 104 deg F (40 deg C).

Retain "End Bell Entrances to Manholes and Concrete and Polymer Concrete Handholes" Subparagraph below if using end bells.

8. End Bell Entrances to Manholes: Use end bells, spaced approximately 10 inch (250 mm) o.c. for 5 inch (125 mm) duct, and vary proportionately for other duct sizes.



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a. Begin change from regular spacing to end-bell spacing 10 ft (3 m) from end bell, without reducing duct slope and without forming trap in line.

b. Grout end bells into structure walls from both sides to provide watertight entrances.

Retain "Duct Terminators for Entrances to Cast-in-Place Manholes and Concrete Handholes" Subparagraph below if using duct terminators.

Coordinate design of concrete-encased duct approaching building wall penetrations with building structural design to support ducts at wall, without reducing structural or watertight integrity of building. Do not use steel conduit, with or without PVC coating, in highly corrosive soils. Coordinate with Drawings.

Sleeves and sleeve seals for conduits penetrating building walls below grade are specified in Section 26 05 44 "Sleeves and Sleeve Seals for Electrical Raceways and Cabling."

9. 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 (1.03 MPa) hydrostatic pressure.

10. Pulling Cord: Install 200 lbf (1000 N) test nylon cord in empty ducts.

Controlled low-strength material, or CLSM, may be substituted for concrete in "Concrete-Encased Ducts and Duct Bank" Subparagraph below.

11. Concrete-Encased Ducts and Duct Bank:

a. Excavate trench bottom to provide firm and uniform support for duct. Prepare trench bottoms as specified in Section 26 00 90 "Electrical Earth Work" for pipes 6 inch (150 mm) or less in nominal diameter.

Retain first option in "Width" Subparagraph below if sides of excavation are used as forms and coordinate with "Minimum Space between Ducts" Subparagraph below. Retain second option if forms are installed to encase duct.

b. Width: Excavate trench 12 inch (300 mm) wider than duct on each side.

Requirements in "Depth" Subparagraph below exceed NFPA 70 requirements and are conservative. If required, depth (cover) requirements below can be deleted and NFPA 70 requirements will apply. In areas where ground freezes to greater depths, indicated depths may need to be increased.

c. Depth: Install so top of duct envelope is at least 24 inch (600 mm) below finished grade in areas not subject to deliberate traffic, and at least 30 inch (750 mm) below finished grade in deliberate traffic paths for vehicles unless otherwise indicated. Install so top of duct envelope is below local frost line.

d. Support duct on duct spacers coordinated with duct size, duct spacing, and outdoor temperature.

To comply with "Spacer Installation" Subparagraph below, Contractor may have to provide additional spacers to prevent sagging when temperature is high during construction. Additional spacers also reduce chance of floating or other movement during concreting.

e. Spacer Installation: Place spacers close enough to prevent sagging and deforming of duct, with not less than five spacers per 20 ft (6 m) of duct. Place spacers within 24 inch (600 mm) of duct ends. Stagger spacers approximately 6 inch (150 mm)



26 05 43


26 05 43 - 13

between tiers. Secure spacers to earth and to duct to prevent floating during concreting. Tie entire assembly together using fabric straps; do not use tie wires or reinforcing steel that may form conductive or magnetic loops around ducts or duct groups.

Delete "Minimum Space between Ducts" Subparagraph below if dimensioned duct-bank sections are indicated on Drawings.

f. Minimum Space between Ducts: 3 inch (75 mm) between edge of duct and exterior envelope wall, 2 inch (50 mm) between ducts for like services, and 4 inch (100 mm) between power and communications ducts.

Coordinate "Reinforcement" Subparagraph below with Drawings; consider indicating duct-bank reinforcement requirements on Drawings.

g. Reinforcement: Reinforce concrete-encased duct where crossing disturbed earth and where indicated. Arrange reinforcing rods and ties without forming conductive or magnetic loops around ducts or duct groups.

h. Forms: Use walls of trench to form side walls of duct bank where soil is self-supporting and concrete envelope can be poured without soil inclusions; otherwise, use forms.

Provide requirements for specific concrete mix for duct encasement. Add requirements here or by reference to specific mix in Section 03 30 00 "Cast-in-Place Concrete." Requirements below for separation between power and communications duct are identical to those specified in Section 27 05 43 "Underground Ducts and Raceways for Communications Systems."

i. Concrete Cover: Install minimum of 3 inch (75 mm) of concrete cover between edge of duct to exterior envelope wall, 2 inch (50 mm) between duct of like services, and 4 inch (100 mm) between power and communications ducts.

j. Place minimum 6 inch (150 mm) of engineered fill above concrete encasement of duct.

k. Pouring Concrete: Comply with requirements in "Concrete Placement" Article in Section 03 30 00 "Cast-in-Place Concrete." Place concrete carefully during pours to prevent voids under and between duct and at exterior surface of envelope. Do not allow heavy mass of concrete to fall directly onto ducts. Allow concrete to flow around duct and rise up in middle, uniformly filling open spaces. Do not use power-driven agitating equipment unless specifically designed for duct-installation application.

12. Underground-Line Warning Tape: Bury conducting underground line no less than 12 inch (300 mm) above concrete-encased duct and duct banks and approximately 12 inch (300 mm) below grade. Align tape parallel to and within 3 inch (75 mm) of centerline of duct bank. Provide additional warning tape for each 12 inch (300 mm) increment of duct-bank width over nominal 18 inch (450 mm). Space additional tapes 12 inch (300 mm) apart, horizontally across width of ducts.

3.6 INSTALLATION OF CONCRETE MANHOLES

Retain this article for both cast-in-place and precast manholes and for precast handholes.



26 05 43


26 05 43 - 14

NFPA 70 and NECA NEIS 1 are already specified in Section 26 00 10 "Supplemental Requirements for Electrical." Retain "Reference Standards" Paragraph below to specify other standards applicable to Work specified in this Section.

A. Reference Standards:

1. Precast Concrete Handholes: Comply with ASTM C891 unless otherwise indicated. 2. Consult Architect for resolution of conflicting requirements.

B. Special Techniques:

1. Cast-in-Place Manholes:

a. Finish interior surfaces with smooth-troweled finish.

Coordinate "Knockouts for Future Duct Connections" Subparagraph below with Drawings. b. Knockouts for Future Duct Connections: Form and pour concrete knockout panels

1-1/2 to 2 inch (38 to 50 mm) thick, arranged as indicated. c. Comply with requirements in Section 03 30 00 "Cast-in-Place Concrete" for cast-

in-place concrete, formwork, and reinforcement.

2. Precast Concrete Handholes and Manholes:

a. Install units level and plumb and with orientation and depth coordinated with connecting duct to minimize bends and deflections required for proper entrances.

b. Unless otherwise indicated, support units on level bed of crushed stone or gravel graded from 1 inch (25 mm) sieve to No. 4 (4.75 mm) sieve and compacted to same density as adjacent undisturbed earth.

c. Field-cut openings for conduits in accordance with enclosure manufacturer's published instructions. Cut wall of enclosure with tool designed for material to be cut. Size holes for terminating fittings to be used, and seal around penetrations after fittings are installed.

Coordinate "Elevations" Subparagraph below with Drawings. 15 inch (380 mm) minimum recessing below grade of manhole roof may permit backfilling and sodding over roof, so only cover is exposed. It also permits some leeway in final grading at manhole site. Difference between roof elevation and bottom of cover frame is made up by manhole chimney, specified to be constructed of precast concrete rings.

3. Elevations:

a. Manhole Roof: Install with rooftop at least 15 inch (375 mm) below finished grade.

b. Manhole Frame: In paved areas and trafficways, set frames flush with finished grade. Set other manhole frames 1 inch (25 mm) above finished grade.

Retain "Drainage" Subparagraph below if drain lines for underground structures are provided. Coordinate with site drainage design and Drawings.



26 05 43


26 05 43 - 15

4. Drainage: Install drains in bottom of manholes where indicated. Coordinate with drainage provisions indicated.

Revise "Manhole Access" Subparagraph below if other-than-round, cast-iron frame and cover are used for access to manholes.

5. Manhole Access: Circular opening in manhole roof; sized to match cover size.

a. Manholes with Fixed Ladders: Offset access opening from manhole centerlines to align with ladder.

b. Install chimney, constructed of precast concrete collars and rings, and cast-iron frame to connect cover with manhole roof opening. Provide moisture-tight joints and waterproof grouting for frame and chimney.

Retain "Waterproofing" or "Dampproofing" Subparagraph below, or both, if concrete utility structures are to be waterproofed or dampproofed. Concrete underground utility structures may be waterproofed or dampproofed when installed in wet locations, such as where walls (and perhaps roofs) are below nominal water-table elevation. Water will likely enter through ducts as well as through structure walls so water removal is a concern even in waterproofed units. Dampproofing inhibits water flow through concrete, and waterproofing further reduces leakage.

6. Waterproofing: Apply waterproofing to exterior surfaces of manholes after concrete has cured at least three days. After duct has been connected and grouted, and before backfilling, waterproof joints and connections, and touch up abrasions and scars. Waterproof exterior of manhole chimneys after mortar has cured at least three days.

Coordinate "Hardware" Subparagraph below with Drawings. Delete second option if nonmetallic cable racks are specified. Indicate locations and quantities of required hardware on Drawings.

7. Hardware: Install removable hardware, including pulling eyes, cable stanchions, and cable arms, and insulators, as required for installation and support of cables and conductors and as indicated.

Delete "Fixed Manhole Ladders" Subparagraph below if manhole ladder locations are indicated on Drawings.

8. Fixed Manhole Ladders: Arrange to provide for safe entry with maximum clearance from cables and other items in manholes.

9. Ground manholes, handholes, and boxes in accordance with Section 26 05 26 "Grounding and Bonding for Electrical Systems."

3.7 FIELD QUALITY CONTROL

Retain first paragraph below to require that field quality-control tests be witnessed. Local ordinance or custom may require that authorities having jurisdiction witness the testing.

A. Field tests and inspections must be witnessed by Owner.

B. Tests and Inspections:



26 05 43


26 05 43 - 16

1. Demonstrate capability and compliance with requirements on completion of installation of underground duct, duct bank, and utility structures.

2. Pull solid aluminum or wood test mandrel through duct to prove joint integrity and adequate bend radii, and test for out-of-round duct. Provide minimum 12 inch (300 mm) long mandrel equal to duct size minus 1/4 inch (6 mm). If obstructions are indicated, remove obstructions and retest.

3. Test manhole grounding to ensure electrical continuity of grounding and bonding connections. Measure and report ground resistance as specified in Section 26 05 26 "Grounding and Bonding for Electrical Systems."

See Section 01 40 00 "Quality Requirements" for retesting and reinspecting requirements and Section 01 73 00 "Execution" for requirements for correcting the Work.

C. Nonconforming Work:

1. Underground ducts, raceways, and structures will be considered defective if they do not pass tests and inspections.

2. Correct deficiencies and retest as specified above to demonstrate compliance.

D. Assemble and submit test and inspection reports.

E. Manufacturer Services:

1. Engage factory-authorized service representative to support field tests and inspections.

END OF SECTION 26 05 43

PROJECT SITE

RIVERSIDE AVE

NEELY AVE.

McK

INLE

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VE

UNIVERSITY AVE

VICINITY MAP

TILLO

TSO

N A

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ALL UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. INDIVIDUALSERVICE LINES ARE NOT SHOWN. PRIOR TO ANY EXCAVATION, IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THEINDIANA UNDERGROUND PROTECTION, INC. (WWW.INDIANA811.ORG,1-800-382-5544.) THIS SERVICE WAS ESTABLISHED TO PROVIDEACCURATE LOCATIONS OF BELOW GROUND LINES. THE CONTRACTOROR SUBCONTRACTOR SHALL NOTIFY THE UTILITY PROTECTION CENTER48 HOURS IN ADVANCE OF ANY CONSTRUCTION ON THIS PROJECT.

Bid DocumentsJanuary 29, 2021

618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080

E-mail: [email protected]

Prepared By:LEAD DESIGNER/ LANDSCAPE ARCHITECTURE

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THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONICFORM PREPARED BY REA FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE, AND MAY BE USEDSOLELY WITH RESPECT TO THIS PROJECT. THE DOCUMENTS MAY NOT BE REPRODUCED ORMODIFIED BY A THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF REA.AUTHORIZED USE OF ELECTRONIC MEDIA OR FILE DOES NOT GUARANTEE THAT THESE FILESCONTAIN COMPLETE AND ACCURATE INFORMATION. IN ORDER TO INSURE THE ACCURACY OFTHE INFORMATION CONTAINED AND THAT NO CHANGES OR MODIFICATIONS HAVE BEENMADE, THESE FILES MUST BE COMPARED TO THE PROJECT'S CONTRACT DOCUMENTS WITHSTAMPED AND SEALED CERTIFICATION AND APPLICABLE APPROVED MODIFICATIONS.

© COPYRIGHT RUNDELL ERNSTBERGER ASSOCIATES, INC.

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CEC IL A . P E NL A ND III

L ANDS C A P E A R C HIT

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THE ENGINEERING COLLABORATIVE2410 Executive Dr. #100, Indianapolis, IN 46241

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CRIPE3939 Priority Way S. Dr. #200, Indianapolis, In 46240

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BSU Project #2021-007.01 XPREA Project #1518

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Lynch, Harrison & Brumleve, Inc.550 Virginia Avenue, Indianapolis, Indiana 46203

www.lhb-eng.com

STRUCTURAL ENGINEER

1 JMM ADDENDUM #3 2021-03-03

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SIGN "NO PARKING" SIGN POST ONLY

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REA PROJECT #:

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REVISIONS:

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PREPARED FOR:



EI & SS

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(317) 844-6777INDIANAPOLIS, INDIANA 46240

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RAILROAD TIES

NO UTILITY LINES

TC=948.67IE 10" VCP (N.)=934.21IE 10" VCP (S.)=934.12

45' R

/WPE

R PLA

T

55' R/WPER PLAT

C

C

R

/W

C

C

T

5

UG

E

UGE

UGE

UG

E

UG

EU

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UG

E

UG

E

UGE

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U

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U

G

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UG

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U

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U

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U

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U

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T

UG

T

UG

T

UG

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UG

T

UG

T

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U

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U

G

E

U

G

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UG

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U

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T

UG

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E

UG

E

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U

G

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UG

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U

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U

G

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ST

RM

ST

RM

ST

RM

ST

RM

WC

T

ST

ST

ST

ST

CO

CO

CO

CO

CO

CO

CO

CO

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RH

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HW

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W

R

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

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WR

HW

RH

WR

HW

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WR

HW

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WR

HW

R

HW

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WR

HW

R

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SH

WS

HW

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H

W

S

HW

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HW

SH

WS

HW

SH

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HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

CW

RC

WR

CW

R

C

W

R

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

SC

WS

CW

S

C

W

S

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

HWR

HWS

HWS

HWR

947

947

'S1'

'S1'

'S2'

'S2'

'S2' 'S2'

'S2'

'S2'

'S2'

'S2'

'S2'

'S2''S2'

'S2'

'S1'

ServicePanel 'S1'

Sweeping 2"C.w/pullwire turnup at pole base

DRAWING NAME:

DRAWING:

CERTIFICATION:

PREPARED BY:

REA PROJECT #:

DATE:

DRAWN BY:

REVIEWED BY:

1518

01/29/2021


REVISIONS:

EAST

MA

LL P

HASE

2B

SITE

IMPR

OVE

MEN

TSBA

LL S

TATE

UN

IVER

SITY

BSU

PRO

JEC

T #

2021

-007

.00

XP

100%

CO

NST

RUC

TION

DO

CUM

ENTS

FILE

:O

:\20

15\1

5043

7\20

012\

Cad

\Eng

r\C

Ds\

C50

1_Ut

ility

Plan


10' 20' 40'0'

CONSULTANT:

PROJECT:

PREPARED FOR:



EI & SS

JZ, PE



www.cripe.biz

O:\

2015

\150

437\

2001

2\C

ad\E

ngr\

CD

s\C

501_

Utilit

y Pl

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wg,

Mar

ch 3

, 202

1 4:

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M, C

HRIS

WEL

LS, ©

Pau

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Inc.


PIC Number

150437-20012


SS

EFO

RP

PE 19900434

JO

HNC. ZAN

RE

GISTERED

ANAIDNI

T

03/03/2021

UTILITY PLAN

C501A

949

949949

948

949

949

949949

948

948

948

948

948

948

950950

950

950

951WM

TEST VALVE



GATE

GATE

RAILROAD TIES

NO UTILITY LINES

TC=948.67IE 10" VCP (N.)=934.21IE 10" VCP (S.)=934.12

45' R

/WPE

R PLA

T

55' R/WPER PLAT

R

/W

5

UG

E

UGE

UGE

UG

E

UG

E

WW

W WW

U

G

E

U

G

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CO

CO

CO

CO

CO

COCO

CO

CO

CO

CO

HW

RH

WR

HW

RH

WR

HW

R

HW

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WR

HW

R

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WR

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HW

RH

WR

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SH

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HW

S

HW

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HW

S

HW

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HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

R

CW

RC

WR

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

S

CW

S

CW

S

HWR

HWS

DRAWING NAME:

DRAWING:

CERTIFICATION:

PREPARED BY:

REA PROJECT #:

DATE:

DRAWN BY:

REVIEWED BY:

1518

01/29/2021


REVISIONS:

EAST

MA

LL P

HASE

2B

SITE

IMPR

OVE

MEN

TSBA

LL S

TATE

UN

IVER

SITY

BSU

PRO

JEC

T #

2021

-007

.00

XP

100%

CO

NST

RUC

TION

DO

CUM

ENTS

FILE

:O

:\20

15\1

5043

7\20

012\

Cad

\Eng

r\C

Ds\

C50

3_Ut

ilites

Pla

n A

nd P

rofil

es


10' 20' 40'0'

CONSULTANT:

PROJECT:

PREPARED FOR:



EI & SS

JZ, PE



www.cripe.biz

O:\

2015

\150

437\

2001

2\C

ad\E

ngr\

CD

s\C

503_

Utilit

es P

lan

and

Pro

files

.dw

g, M

arch

3, 2

021

1:42

PM

, CHR

IS W

ELLS

, © P

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. Crip

e, In

c.


PIC Number

150437-20012


SS

EFO

RP

PE 19900434

JO

HNC. ZAN

RE

GISTERED

ANAIDNI

T

03/03/2021

UTILITY PLAN AND PROFILES

C503A

949

949949

948

949

949

949949

948

948

948

948

948

948

950950

950

950

951WM

TEST VALVE



GATE

GATE

RAILROAD TIES

NO UTILITY LINES

TC=948.67IE 10" VCP (N.)=934.21IE 10" VCP (S.)=934.12

45' R

/WPE

R PLA

T

55' R/WPER PLAT

R

/W

5

UG

E

UGE

UGE

UG

E

UG

E

WW

W WW

U

G

E

U

G

E

CO

CO

CO

CO

CO

COCO

CO

CO

CO

CO

HW

RH

WR

HW

RH

WR

HW

R

HW

RH

WR

HW

R

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

SH

WS

HW

SH

WS

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

R

CW

RC

WR

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

S

CW

S

CW

S

HWR

HWS

DRAWING NAME:

DRAWING:

CERTIFICATION:

PREPARED BY:

REA PROJECT #:

DATE:

DRAWN BY:

REVIEWED BY:

1518

01/29/2021


REVISIONS:

EAST

MA

LL P

HASE

2B

SITE

IMPR

OVE

MEN

TSBA

LL S

TATE

UN

IVER

SITY

BSU

PRO

JEC

T #

2021

-007

.00

XP

100%

CO

NST

RUC

TION

DO

CUM

ENTS

FILE

:O

:\20

15\1

5043

7\20

012\

Cad

\Eng

r\C

Ds\

C50

3_Ut

ilites

Pla

n A

nd P

rofil

es


10' 20' 40'0'

CONSULTANT:

PROJECT:

PREPARED FOR:



EI & SS

JZ, PE



www.cripe.biz

O:\

2015

\150

437\

2001

2\C

ad\E

ngr\

CD

s\C

503_

Utilit

es P

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and

Pro

files

.dw

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arch

3, 2

021

1:00

PM

, CHR

IS W

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, © P

aul I

. Crip

e, In

c.


PIC Number

150437-20012


SS

EFO

RP

PE 19900434

JO

HNC. ZAN

RE

GISTERED

ANAIDNI

T

03/03/2021

UTILITY PLAN AND PROFILES

C504A

950951

949

942943

944 945946

947

948

941

940

947

948

948

949

949

952

953

949

949949

948

948

948

947

947947


TC=948.16'IE 10" VCP (N.)=935.31'IE 10" VCP (S.)=935.31'

UG

E

UGE

UGE

UG

E

UG

EU

GE

UG

E

UG

E

U

G

E

U

G

E

WC

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

HW

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WR

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HW

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HW

RH

WR

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SH

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HW

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WS

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SH

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HW

SH

WS

HW

SH

WS

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

HW

S

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RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

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CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

R

CW

R

CW

SC

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CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

S

CW

S

CW

S

HWR

HWS

947

947

DRAWING NAME:

DRAWING:

CERTIFICATION:

PREPARED BY:

REA PROJECT #:

DATE:

DRAWN BY:

REVIEWED BY:

1518

01/29/2021


REVISIONS:

EAST

MA

LL P

HASE

2B

SITE

IMPR

OVE

MEN

TSBA

LL S

TATE

UN

IVER

SITY

BSU

PRO

JEC

T #

2021

-007

.00

XP

100%

CO

NST

RUC

TION

DO

CUM

ENTS

FILE

:O

:\20

15\1

5043

7\20

012\

Cad

\Eng

r\C

Ds\

C70

1_St

orm

Pla

n A

nd P

rofil

es


10' 20' 40'0'

CONSULTANT:

PROJECT:

PREPARED FOR:



EI & SS

JZ, PE



www.cripe.biz

O:\

2015

\150

437\

2001

2\C

ad\E

ngr\

CD

s\C

701_

Stor

m P

lan

and

Pro

files

.dw

g, M

arch

3, 2

021

1:56

PM

, CHR

IS W

ELLS

, © P

aul I

. Crip

e, In

c.


PIC Number

150437-20012


SS

EFO

RP

PE 19900434

JO

HNC. ZAN

RE

GISTERED

ANAIDNI

T

03/03/2021

STORM PLAN AND PROFILES

C701A

'S1'

Kim Lighting 1SA/SAR2E35/60L3KUVCC/VSF

LED / 3000K UNV Pole

Exterior LED area luminaire (single head) with aluminumhousing and integral fitter slip. Type II distribution. 20'-0"round tapered aluminum pole. Round base cover. Wetlocation listed.

Hapco RTA20C5A4-**

McGraw Edison TLM-E02-LED-E1-T2-**-8030-MA1017-**Eaton RTA5L20AX2XD

BEGA 77 954-K3BEGA 1908HR

(luminaire)

(pole)

Type Manufacturer Model No. Lamp Type Voltage Mounting Description Illustration

'S2'

Kim Lighting 1SA/SAR3E35/60L3KUVCC


Exterior LED area luminaire (single head) with aluminumhousing. Type III distribution. 16'-0" round taperedaluminum pole and round base cover. Wet location listed.

Hapco RTA16D6B4

HCI Lighting F350-L-CTG-LED50W-3000K-120V~277V-TYPE IIIGE ARTA-16-XX-5.0-A

BEGA 77 939-K3BEGA 1508HR

(luminaire)

(pole)

(luminaire)

(pole)

(luminaire)

(pole)

(luminaire)

(pole)

(luminaire)

(pole)

Finish grade

45°Chamfer

8-#5 vert. bars w/ #3ties @ 12" O.C. (max.)

24" Dia.

60"

30"

Anchor bolts perManufacturer. Extend aminimum of 3" above topof base. Mounting boltlayout per Manufacturer'srequirements.

4000 PSI poured concretebase. Hand rub exposedconcrete to smooth, uniformfinish. Patch any voids onexposed surfaces.

3" clear

Electricalconduit

Base cover

Ground rod,burial per depth

specifications

Handhole

Pole

Match existing campussite luminaire conditions.

POLE BASE DETAILSCALE: NONE

2

'S3'

US Architectural DSCP25-III-64LED-350MA-NW-MT-BLACK-


Exterior LED area luminaire (single head) with aluminumhousing. Type III distribution. 18'-0" fluted 5" diameterpole. Wet location listed. Field rotatable banner arm (2 perpole). 4500 series pole base.

/Sun Valley Lighting LOUVERS

1070 FLUTED ALUM4500XPJ-1

RBA (quanity 2 per pole)

(luminaire)

(pole)

(arm)

(banner arm)

Groundrodclamp

Groundrod

Grade

#4 CUground

Aluminum, lockableenclosurelike (NEMA 3R).Verify enclosure size prior toordering.

E.C. to provideconcrete base

Panel "S"120/240V.,

1Ø, 3W.

200 AmpM.C.B.

Photocell

Meter

Contactor (electronicallyheld) - Typical

Digital Time Switch(Typical)

Reducingadapter

2" Sweeping90° Sch 40

2" Sch 80

2"C.

1NOT TO SCALE

PROPOSED SINGLE PHASE SERVICE POINT SCHEMATICOF SERVICE POINT "S1"

TotalRec.= 1 Pole

= 2 Pole

= 3 Pole

Legend

Light Equip.

Total Demand (KW)

Heat A/C Other

Total Demand Amps = 3±

Demand load (KW)

Connected load (KW)

Wire Size:Fed From:

Conduit:

Feeder Calculated ±

OtherLight

3Wire:

Remarks

200120/240

Amps:Phase:

Voltage:

1

Heat

<Load (KW)>

Rec. A/C Equip.

Mounting:Location:

Other

1 Pole20 AMP

U.O.N.

1

Cir.No.

Cir.No. A/C

<Load (KW)>

Equip. Heat Rec.

Dog Park

Light

CopperSurface (Cabinet)

Bus:Main: 200 Amp Main Circuit Breaker

Remarks

2

3

5

7

9

11

13

15

17

19

4

6

8

10

12

14

16

18

20

Site Lighting

Spare

.3

.3

.3

Spare

.4

.4

.7 .7

20 20

Spare Spare

Site Lighting.4

Space Space

Space Space

Space Space

Space Space

Space Space

Space Space

(base)

1

1

DRAWING NAME:

DRAWING:

CERTIFICATION:

REA PROJECT #:

DATE:

DRAWN BY:

REVIEWED BY:

1518


REVISIONS:

FILE

:Y:

\202

0\20

049

- Bal

l Sta

te U

nive

rsity

2B\

6.0

Dra

win

gs\P

lans

\200

49-E

201

CONSULTANT:

PROJECT:

PREPARED FOR:



2410 Executive Drive · Suite 100 · Indianapolis, Indiana 46241 · 317.636.3941 ·

P

R

O

F

E

S

S

I

O

NA

L

E

N

G

N

I

E

E

R

S

A

M

U

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H

U

R

T

I

N

D

IAN

A

0

N

EP 1 6

.o

010 87

ATS FOET

R

E

TE

G

IS

D

E

R

Exp. 7.31.2022

PREPARED BY:

1/29/2021

EAST

MA

LL P

HASE

2B

SITE

IMPR

OV

EMEN

TSBA

LL S

TATE

UN

IVER

SITY

BSU

PRO

JEC

T #

2021

-007

.01

XP

BID

DO

CUM

ENTS

1 ADDENDUM #3 2021-03-03

E202

ELECTRICAL SCHEDULES &DETAILS

GMH

SLH

GMH

6 7

ExistingT-comm handhole

12

13

Existing electricalmedium voltagevault

Manhole/mediumvoltage vault

T-commhandhole

10

11 8

9

Plan Notes:Relocate existing T-Comm handhole to new location.Adjust existing conduits back to new handhole location.

Remove existing T-Comm duct bank back to newlocation.

Install communications duct bank from existing relocatedhandhole to new handhole. Refer to sheet E204, detail#2 for under road/asphalt areas.

Install duct bank from existing electrical manhole/vault tonew manhole/vault. Refer to sheet E204, detail #3 forunder road/asphalt areas.

Provide and install handhole per detail #2, sheet E204.

Provide and install manhole per detail #4, sheet E204.

Install communications duct bank from existing relocatedhandhole to new handhole. Refer to sheet E204, detail#5 for under finished grade areas.

Install duct bank from existing electrical manhole/vault tonew manhole/vault. Refer to sheet E204, detail #6 forunder finished grade areas.

6

7

8

9

10

11

12

13

DRAWING NAME:

DRAWING:

CERTIFICATION:

REA PROJECT #:

DATE:

DRAWN BY:

REVIEWED BY:

1518


REVISIONS:

FILE

:Y:

\202

0\20

049

- Bal

l Sta

te U

nive

rsity

2B\

6.0

Dra

win

gs\P

lans

\200

49-E

203

CONSULTANT:

PROJECT:

PREPARED FOR:



2410 Executive Drive · Suite 100 · Indianapolis, Indiana 46241 · 317.636.3941 · www.TEC-MEP.com

M E C H A N I C A L · E L E C T R I C A L · P L U M B I N G

THE ENGINEERINGCOLLABORATIVE

P

R

O

F

E

S

S

I

O

NA

L

E

N

G

N

I

E

E

R

S

A

M

U

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LL.

H

U

R

T

I

N

D

IAN

A

0

N

EP 1 6

.o

010 87

ATS FOET

R

E

TE

G

IS

D

E

R

Exp. 7.31.2022

PREPARED BY:

1/29/2021

EAST

MA

LL P

HASE

2B

SITE

IMPR

OV

EMEN

TSBA

LL S

TATE

UN

IVER

SITY

BSU

PRO

JEC

T #

2021

-007

.01

XP

BID

DO

CUM

ENTS

1 ADDENDUM #3 2021-03-03

E203

SITE ELECTRICAL ENLARGEDPLAN AND DETAILS

GMH

SLH

1

SCALE: 1" = 10'

5' 10' 20'0'

NORTH

GMH

DRILL AND TAP FOR

GROUND CONNECTION

REMOVABLE

SUMP

HANCOR 14 GAL POLYETHYLENE

5"

(TYP)

HOLE

5"

(TYP)

MANHOLE OPENING)

PULLING EYE

(CENTERED BELOW

ROD PENETRATION RODS.

PACK GROUT AROUND GROUND

(2) 3/4"x10' GND. RODS

(TYP)

5"

2/O BARE

Cu

(SEE NOTE)

SUMP PUMP WELL

4" MIN CONPACTED GRANULAR FILL

(TYP)

LID BY CONTRACTOR. EAST JORDAN IRON WORKS V-7048-2

6'-0"

DUCT BANK

18"

12'-0"

(TYP)

BANK

(TYP)

DUCT

7'-0"

MIN 2'-0"

MAX 5'-0"

AS REQUIRED

TO MEET

CONDITIONS

AS REQUIRED

6"

MANHOLE CASTING W/ SOLID LID AND OFF CENTER ACCESS

RINGS

(TYP)

PULLING EYES

BY CONTRACTOR

GRADE RINGS PROVIDED

(4) #5 REBARS

(TYP)

2/O BARE

Cu

#4 Cu SOLID

COVER RING

GROUND WIRE

GND RODS TO BE INSTALLED BEFORE

TOP HALF OF MANHOLE IS INSTALLED.

GND

ROD

GND

ROD

(TYP)

CABLE PULLING IRON (TYP)

(4) #5 REBARS

(TYP)

1-1/2" CPVC PIPE FOR

SUMP DISCHARGE

SERIES MANHOLE ASSEMBLY W/ V-1418-1 COVER MARKED

"ELECTRIC", PRODUCT #47048272. NO EQUALS.

ELECTRICAL NOTES:

1. PRECAST MANHOLE: PROVIDE HARTFORD CONCRETE PRODUCTS

(OLDCASTLE PRECAST) HCP-A, 38Y-4046, 1267-1-T, OR APPROVED EQUAL.

2. CABLE RACKS: PROVIDE HEAVY-DUTY NON-METALLIC CABLE RACKS FOR

UNDERGROUND VAULTS; NON-CONDUCTIVE; 450LB RATED LOAD; 36"

STANCHION; (2) 11" ARMS PER STANCHION; UNDERGROUND DEVICES OR

APPROVED EQUAL. ANCHOR WITH STAINLESS STEEL HARDWARE.

SECURE CABLES TO RACK WITH HEAVY-DUTY ZIP-TIES.

3. MANHOLE SUMP PUMP: PROVIDE ZOLLER 1/3HP, 120V, SUBMERSIBLE

SUMP PUMP WITH PREWIRED FLOAT CONTROLS AND CORD AND PLUG.

4. SUMP PUMP DISCHARGE PIPING: PROVIDE 1-1/2" CPVC WITH CHECK

VALVE 24" ABOVE PUMP. PROVIDE STAINLESS STEEL PIPE SUPPORTS.

5. ANCHOR SF6 SWITCH W/ (4) 1/2" STAINLESS STEEL EXPANSION

ANCHORS.

NON-METALLIC CABLE

SUPPORTS; ADJUSTABLE

HEIGHT, TYPICAL OF 10 (10)

LOCATIONS EVENLY

SPACED ALONG WALLS OF

MANHOLE.

SUMP PUMP

NEW 1-1/2" CPVC

SUMP PUMP DRAIN

LINE TO EXISTING

STORM DRAIN

ELECTRICAL DETAILS

PLAN VIEW

NO SCALE

ELECTRICAL DETAILS

PLAN VIEW

NO SCALE

STRUCTURAL AND GROUNDING DETAILS

PLAN VIEW

NO SCALE

NEW 20A, 120V, WP DUPLEX

CONVENIENCE OUTLET TO

FEED SUMP PUMP

NEW DUCTBANK FROM

EXISTING MH E-AB.

SECURE SUMP BASKET TO FLOOR USING (3) STAINLESS

STEEL UNI-STRUT L-BRACKETS (OR EQUAL) FASTENED TO

FLOOR WITH 1/4" EXPANSION ANCHORS. DRILL (6) 1/2"

HOLES IN BOTTOM OF SUMP WELL TO RELIEVE HYDRAULIC

PRESSURE.

APPLY BEAD OF SILICONE ADHESIVE SEALANT UNDER LIP

OF SUMP BASKET PRIOR TO SECURING BASKET TO FLOOR.

EXTEND 2#8, 1#8 GND FROM

EXISTING MANHOLE E-AB

SUMP PUMP CIRCUIT TO

SERVE SUMP PUMP

RECEPTACLE.

6" SCH 40 PVC (TYP)

3000 PSI CONCRETE

RED OXIDE CEMENT COLOR

SPRINKLED ON TOP

36

" M

IN

3" UNDERGROUND WARNING TAPE

4" (MIN) 3500 PSI

CONCRETE BASE

BACKFILL w/ FLOWABLE FILL

2" ASPHALT (MIN)

ASPHALT ROADWAY

ASPHALT

ROADWAY

10" MIN

(12" BELOW GRADE)

CONTINUOUS (TYPICAL)

(4) #4 REBAR

3" MIN

2" MIN

2"

6" SCH 40 PVC (TYP)

MANHOLE PUMP POWER

2" DIA. SCH 40 PVC

3000 PSI CONCRETE

3" MIN

2"2" MIN


SPRINKLED ON TOP

36

" M

IN


4" (MIN) 3500 PSI

CONCRETE BASE


2" ASPHALT (MIN)

ASPHALT ROADWAY

ASPHALT

ROADWAY

10" MIN

(12" BELOW GRADE)


(4) #4 REBAR

STAINLESS STEEL HEX

HEAD BOLT W/WASHER

PULL SLOT

SKID RESISTANT SURFACE

EXTENSIONS AS REQUIRED

BY CONDUIT DEPTH

KNOCKOUTS - (8)

SLOPE GRADE AWAY

FROM COVER 1" IN 3'

MOUSEHOLES - (2)

CONDUITS LARGER THAN

MOUSEHOLES CAN

ACCOMMODATE, SHALL

ENTER BOTTOM OF

HANDHOLE WITH LONG

RADIUS SWEEPS.

GRAVEL DRAINAGE

BED MINIMUM 12"

DEPTH EXTENDING

6" BEYOND ALL

EDGES.

MINIMUM SIZE

GRAVEL 1". (CA5

OR CA7).

8

"

E

X

T

E

N

S

I

O

N

C

O

M

M

U

N

I

C

A

T

I

O

N

S

4

8

"

3

0

"

4

8

"

STAINLESS STEEL 304 1/2"X1/2"X.063

WOVEN METAL MESH ABOVE

GRAVEL FOR RODENT CONTROL

NOTES:

1. 30"W X 48"L X 48"D QUAZITE BOX. PROVIDE TIER 15 LID MARKED "COMMUNICATIONS". HUBBLE PD

STYLE. SUBMIT SHOP DRAWING FOR APPROVAL.

2. ALL DIMENSIONS ARE NOMINAL INSIDE CLEARANCES.

3. ANY SPLICES OR DEVICES IN HANDHOLE SHALL BE SUBMERGIBLE.

4. SEAL ALL CONDUIT ENDS WITH DUCTSEAL

3" GRAVITY DRAIN TO STORM

DRAIN.

ENTER BOTTOM OF HANDHOLE

AND STUB

UP 4". COORDINATE DRAIN

AND

CONNECTION TO STORM

DRAIN WITH CIVIL

CONTRACTOR.

1NOT TO SCALEEXTERIOR HANDHOLE DETAIL

2NOT TO SCALECOMMUNICATIONS DUCT BANK DETAIL (ROAD/ASPHALT)

3NOT TO SCALEMEDIUM VOLTAGE DUCT BANK DETAIL (ROAD/ASPHALT)

4NOT TO SCALEEXTERIOR MANHOLE DETAIL

6" SCH 40 PVC (TYP)

3000 PSI CONCRETE


SPRINKLED ON TOP

36

" M

IN



(4) #4 REBAR

3" MIN

2" MIN

2"

5NOT TO SCALECOMMUNICATIONS DUCT BANK DETAIL (FINISH GRADE)

6" SCH 40 PVC (TYP)

MANHOLE PUMP POWER

2" DIA. SCH 40 PVC

3000 PSI CONCRETE

3" MIN

2"2" MIN


SPRINKLED ON TOP

36

" M

IN



(12" BELOW GRADE)


(4) #4 REBAR

6NOT TO SCALEMEDIUM VOLTAGE DUCT BANK DETAIL (FINISH GRADE)

FINISHED GRADE/LANDSCAPE

12" MIN

FINISHED GRADE/LANDSCAPE

12" MIN


(12" BELOW GRADE)

DRAWING NAME:

DRAWING:

CERTIFICATION:

REA PROJECT #:

DATE:

DRAWN BY:

REVIEWED BY:

1518


REVISIONS:

FILE

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CONSULTANT:

PROJECT:

PREPARED FOR:






P

R

O

F

E

S

S

I

O

NA

L

E

N

G

N

I

E

E

R

S

A

M

U

E

LL.

H

U

R

T

I

N

D

IAN

A

0

N

EP 1 6

.o

010 87

ATS FOET

R

E

TE

G

IS

D

E

R

Exp. 7.31.2022

PREPARED BY:

1/29/2021

EAST

MA

LL P

HASE

2B

SITE

IMPR

OV

EMEN

TSBA

LL S

TATE

UN

IVER

SITY

BSU

PRO

JEC

T #

2021

-007

.01

XP

BID

DO

CUM

ENTS

1 ADDENDUM #3 2021-03-03

E204

ELECTRICAL DETAILS

GMH

SLH

GMH

1

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

RH

WR

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

HW

SH

WS

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

RC

WR

CW

R

CWR

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SC

WS

CW

SCW

S

CWR CWR

CWS

1

2

20" Ductile Iron HWR20" Ductile Iron HWS

20" HDPE CWR20" HDPE CWS

Approximate locationof existing 20"Ductile Iron HWR &20" Ductile Iron HWS

Approximate location ofexisting 20" HDPE CWR& 20" HDPE CWS

Existing 20" HDPE CWR& 20" HDPE CWS,downstream of newconnections, to beremoved in their entirety

Existing 20" Ductile IronHWR & 20" Ductile IronHWS, downstream ofnew connections, to beremoved in their entirety

3 3

3

3

3

3

3

3

GENERAL NOTES:A. It shall be the responsibility of each contractor to verify all existing utilities and

conditions pertaining to his phase of the work. It shall also be the contractorsresponsibility to contact the owner of the various utilities before work is started.The contractor shall notify in writing the owners or engineers of any changes,errors or omissions found on these plans or in the field before work is startedor resumed.

B. The contractor shall be responsible for obtaining all state, city, and countypermits and paying all cost thereof.

C. Existing utilities are shown approximate only. Contractor shall verify location,size, material and depth with respective owners and shall protect the utilities atall times.

D. Provide thrust blocking for pressure piping with push-on or mechanical stylejoints. Provide "restrained joints" where thrust blocking cannot be achieved orwhere called for.

PLAN NOTES:Intercept existing 20" heating water supply and return lines by cutting theexisting line and adding a 90° ell, extend as shown. Existing pipingdownstream of these connections to be removed in their entirety.

Intercept existing 20" chilled water supply and return lines by cutting theexisting line and adding a 90° ell, extend as shown. Existing pipingdownstream of these connections to be removed in their entirety.

Reuse existing valve and curb box on new line.

1

2

3

DRAWING NAME:

DRAWING:

CERTIFICATION:

REA PROJECT #:

DATE:

DRAWN BY:

REVIEWED BY:

1518


REVISIONS:

FILE

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49-P

201

CONSULTANT:

PROJECT:

PREPARED FOR:






PROFESS IONAL ENG NI

EER

SAMUEL L. HURT

INDIANA

0N

EP 1 6.o010 87

ATS FOET

RE TEGIS DER

Exp. 7.31.2022

PREPARED BY:

1/29/2021

EAST

MA

LL P

HASE

2B

SITE

IMPR

OV

EMEN

TSBA

LL S

TATE

UN

IVER

SITY

BSU

PRO

JEC

T #

2021

-007

.01

XP

BID

DO

CUM

ENTS

1 ADDENDUM #3 2021-03-03

P201

SITE PLUMBING PLAN

GJR

SLH

SCALE: 1" = 10'

5' 10' 20'0'

NORTH

SITE PLUMBING PLANSCALE: NONE

11

45° MAX

22 1/2° BEND

12"

SIZE

90° BEND 45° BEND

CONCRETEBLOCKING

FORMED 45° MAXFORMED

11 1/4° BEND

CONCRETEBLOCKING

14"

60° BEND

16"

18" Min

'H'

'L'

H L

18"

20"

4'

4.5'

5.3'

6'

7'

6'

7.5'

8'

9'

9.5'

H L H L H L H L

3'

4'

5'

5.5'

6'

5.5'

5.5'

6'

7'

8'

3'

3.5'

4.5'

5'

6'

4.5'

5'

5'

6'

6'

2.2'

3'

3'

3.5'

3.5'

3'

3'

4'

4.5'

5'

1.5'

2'

2'

2'

3'

2'

2.5'

3'

3.5'

3.5'

20"CWS & 20"CWR

BASE

PAVEMENT

TRENCH WALL

24"

Min

.

COMPACTEDBACKFILL

5"

4"

5"5"

7"

Min

5'-0

" to

top

of p

ipe

20"HWS & 20"HWR

TRENCH WALL

GILSULATE 500XR

24"

Min

.

COMPACTEDBACKFILL

5"

4"

5"5"

7"

BASE

PAVEMENT

Min

5'-0

" to

top

pipe

DRAWING NAME:

DRAWING:

CERTIFICATION:

REA PROJECT #:

DATE:

DRAWN BY:

REVIEWED BY:

1518


REVISIONS:

FILE

:Y:

\202

0\20

049

- Bal

l Sta

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2B\

6.0

Dra

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gs\P

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\200

49-P

201

CONSULTANT:

PROJECT:

PREPARED FOR:






PROFESS IONAL ENG NI

EER

SAMUEL L. HURT

INDIANA

0N

EP 1 6.o010 87

ATS FOET

RE TEGIS DER

Exp. 7.31.2022

PREPARED BY:

1/29/2021

EAST

MA

LL P

HASE

2B

SITE

IMPR

OV

EMEN

TSBA

LL S

TATE

UN

IVER

SITY

BSU

PRO

JEC

T #

2021

-007

.01

XP

BID

DO

CUM

ENTS

1 ADDENDUM #3 2021-03-03

P202

PLUMBING DETAILS

GJR

SLH

SCALE: 1" = 10'

5' 10' 20'0'

NORTH

THRUST BLOCKING DETAILSCALE: NONE

1

CHILLED WATER UNDERGROUND PIPING INSULATION DETAILSCALE: NONE

2

HEATING WATER UNDERGROUND PIPING INSULATION DETAILSCALE: NONE

3

1

GJR