Attch_1_-_120107_Const_SOWv1.pdf

STATEMENT OF WORK

FOR CONSTRUCTION

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RPR 4 ELEVATORS TO ADA – FALCON STADIUM

Revision 1: 29 Aug 2018, para 2.B, 4.J-S below Revision 0: 29 June 2018, Initial Release

10 CES/CECNMP PM: Jeff Young, Contractor Office Phone: (719) 333-8444 Mobile Phone: (719) 896-6785 Email Address: jeffery.young.ctr@us.af.mil

10 CES/CENMP CM: Daryl Steck, Contractor Phone: (719) 333-8397

1. PROJECT INFORMATION:

A. PROJECT NUMBER: XQPZ120107

B. PROJECT TITLE: Rpr 4 Elevators to ADA – Falcon Stadium

C. PROJECT LOCATION: Bldg. #49001, Falcon Stadium, USAF Academy, CO

Item 1 – Rendering of proposed ADA elevators with new landscaping.

2. DESCRIPTION OF PROJECT:

A. PROJECT BACKGROUND - Falcon Stadium is being master planned for an upgrade.

These upgrades are based on a 2016 Falcon Stadium Requirements Document being developed by Merrick & Co. This project involves constructing four (4) new ADA compliant elevators at the south end of Falcon Stadium based on the Requirements Document.

The purpose of this construction project is to provide handicap accessible access between the Lower, Middle and Upper Levels inside Falcon Stadium.

mailto:jeffery.young.ctr@us.af.mil

120107 const sowv1.docx 29Jun2018

B. CONSTRUCTION SCOPE - The Contractor shall execute the project as shown in this

SOW, specifications and additional project documents. All work shall be Element of Expense Identification Code (EEIC) 52200.

3. GENERAL PROVISIONS:

A. The Contractor shall supply all labor, materials, transportation, equipment, and supervision to provide a complete, finished, functional product meeting USAFA Specifications.

B. The Contractor must comply with USAFA Environmental Standards 2018 which outlines provisions to help ensure Contractor compliance with environmental law.

This document is provided as a separate attachment.

C. Include in the proposal a POP duration including on-site construction time.

D. PRE-CONSTRUCTION SITE SURVEY - Prior to the start of any on-site construction activities, the Contractor shall:

1. Conduct a project site condition survey with the 10 CES Construction

Inspector.

2. The Contractor shall note the condition of trees, shrubs, grassed areas, concrete, and any structural damage that may exist immediately within or adjacent to work site.

3. The contractor shall field verify all dimensions before ordering materials or any performing work.

4. This project involves site utilities. An 11”x17” PDF from the USAFA GeoBase map is provided as a separate document to the bidding contractors showing known utilities within the expected area of work.

E. WORK CONFORMANCE - The work area will be confined to the applicable areas as shown in the design drawings and listed in this SOW (refer to Item 4).

All work must conform to the current provisions of the USAFA Design Standards and Architectural and Engineering Services Guide available on CD from the 10 CES Project Manager.

F. SUBMITTAL REGISTER - A submittal register is provided for this project, and is a supplemental document to the specifications. Provide submittals and maintain the Submittal Register throughout project construction period of performance, as required by the specifications Section 01 33 00, Submittal Procedures. This list of submittals is not all-inclusive; other submittals and forms may be required by the current contract documents. Contractor shall submit the Master Submittal Register to Contracting within fourteen (14) days after the Notice to Proceed

(NTP).

G. BASIS OF DESIGN - Any brand name items listed in this SOW and drawings are intended as a BOD only.

The Contractor may substitute a product, or products, for the brand name items as long as the substituted product(s) meet the minimum performance standards established by the listed salient characteristics. Refer to specification section 01 00 00 GENERAL REQUIREMENTS. An ‘Or Equal’ product shall be submitted with the initial proposal and will be reviewed for technical acceptability.

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The Contractor is responsible for how the substituted product(s) affects the design and schedule of the project. 10 CES will review the substituted products for General Conformance only. All substituted products will be reviewed for compliance with the USAFA Design Standards, any SHPO or historical considerations, Environmental regulation compliance and any other review processes that are applicable to this project.

As a part of the 10 CES review process for substituted products, and prior to the substituted product being used or installed, the Contractor must demonstrate in writing that the substitution will meet all project requirements listed above.

H. HAZARDOUS MATERIALS. Refer to Environmental Standards 2018 for requirements.

I. 1354 - For all projects that have a POP that is ninety (90) calendar days or longer in length, the Contractor shall prepare and submit a DRAFT DD Form 1354, Transfer and Acceptance of Military Real Property, for all installed property (by building number if multiple buildings are involved in the project/task order) to the CO. The DRAFT 1354 shall be submitted no later than thirty (30) calendar days after the Notice to Proceed. This DRAFT 1354 will be reviewed by Real Property to resolve any issues and provide clarity to the Contractor for inclusion in the FINAL DD form 1354. Please request a sample document if needed.

J. TRAFFIC CONTROL - Traffic control will be required and must conform to MUTCD. A traffic control plan must be submitted for approval prior to starting any demolition. The roadway and/or parking lot shall be left in a safe and usable condition at the end of each work day. All traffic control plans must be re-submitted by the construction contractor, with a time schedule for placement, at least two weeks prior to the requirement to insure it is clear when and where the traffic control devices will be placed.

Game Day Crowd Control – Construction fencing for the Lower, Middle and Upper Levels shall be capable of being moved back to accommodate large ‘Game Day’ crowds. Refer to Item 4 below.

K. BUILDER - Contractors shall complete an electronic BUILDER form for all equipment or structure addition, deletion, or replacement components. If there is a component-section (Uniformat II Level IV) listed in the BUILDER catalog that was included in the scope of the project for adding, deleting, or replacing it is to be accounted for on one of the BUILDER forms. In addition to completing the BUILDER forms the Contractor is to attach a photo of the component-section.

For structure type components a photo showing the overall item. For equipment type components a photo showing the overall item and a close-up photo of the data plate. Label the photos clearly so they can easily be associated with the BUILDER component-section. At the conclusion of the project, prior to the BOD final inspection, the Contractor shall submit the CD that contains all the BUILDER forms and photos.

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4. SPECIFIC REQUIREMENTS:

A. Contractor shall demolish and remove existing equipment shed. The User will remove all equipment prior to shed demolition. Refer to Item 2 photo below.

Item 2 – Existing equipment shed at Lower Level to be demolished and removed

Item 3 – Remove all junipers south of existing stairs. Refer to Landscape drawings

Existing equipment shed to be demolished and removed.

Existing electrical power & data cabling remain. These will be used for ‘Game Day’ merchant booths.

Existing pine trees to remain

Remove all junipers south of existing conc stairs

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B. CONSTRUCTION AREAS - Refer to Item 4 below.

Item 4 – Normal and Game Day Construction Areas (dashed lines indicate the locations of the construction fences for Game Days).

Item 5 – View from Lower Level outside stadium looking north

• State specific weather restrictions or limitations for working and applying materials. Be sure to confirm what the manufacturer’s limitations are.

• Describe any sample requirements.

C. SPECIFIC CAD SUBMITTAL REQUIREMENTS - The CAD/GIS drawings that are included with this project are only partially compliant with USAFA CAD/GIS standards. The construction contractor shall create and provide CAD & GIS as-

Existing CSU transformer.

Refer to Sht. ES101

120107 const sowv1.docx 29Jun2018 built drawings that are compliant with the latest USAFA CAD/GIS standards.

USAFA CAD/GIS standard template files are available upon request.

Contractors shall include in their proposal a line item that shows the cost for creating as-built drawings to USAFA standards.

D. SPECIFIC GIS SUBMITTAL REQUIREMENTS - Features outside the facility/building footprint, as well as the outline of the new facility/building, shall be located using survey grade GPS equipment with an accuracy of +/- 0.03ft (survey grade accuracy). Features may include, but not limited to walls, utility lines and all their components (pipes, valves, manholes, utility poles, vaults, etc.), culverts, roads, curb & gutters, concrete pads, fences, boundaries, sidewalks, monuments, gates, posts, etc.

Features captured with survey grade GPS equipment shall be delivered in ArcGIS format (described below) and their attributes populated accordingly.

Features shall be geo-referenced (have true location on surface of the earth) based on Colorado State Plane Central zone 0502 coordinate system in feet (NAD_1983_StatePlane_Colorado_Central_FIPS_0502_Feet).

GIS data shall be submitted in ESRI ArcGIS 10x or newer format in a File Geodatabase (FGDB) file format. Submittals shall be ready to be loaded and viewed without conversion or editing. GIS data shall comply with Spatial Data Standards for Facilities, Infrastructure, and Environment (SDSFIE v3.1 or latest version). SDSFIE compliant geodatabase template in ArcGIS format is available from USAFA 10 CES CAD/GIS section upon request.

E. UTILITY COORDINATION AND CSU INSPECTOR NOTIFICATION – The Construction Contractor shall provide utility coordination and notify the CSU.

Inspectors prior to starting excavation work or related utilities work associated with this project, per the following:

a. Academy Dig Permits and UNCC - The Contractor shall submit the standard USAFA Form 144 Dig Permit required prior to starting excavation work or related utilities work for the project (Dig Permits, Bldg. 8116, 7:30-8:30am and 3:00-4:00pm Monday-Friday). The Academy shops will provide utility locates for water and sanitary sewer. The UNCC will provide utility locates for gas and electric, but does not notify CSU regarding planned work in the vicinity of CSU utility infrastructure.

b. CSU Inspector Notification – The Contractor shall provide a minimum of 24-hour notice to CSU Inspectors prior to starting work in the vicinity of CSU gas and electric infrastructure. The current CSU POCs (subject to change) are: (a) GAS – Wayne Simshauser, Office 719-668-3667, Cell 719-491- 8142, and (b) ELECTRIC – Daniel Gonzales, Office 719-668-5638, Cell 719-491-6886.

c. HTHW Infrastructure – Where the project includes work directly involving HTHW infrastructure or adjacent to HTHW lines, Contractor shall ensure adequate distance separation between the HTHW infrastructure and any nearby gas and electric infrastructure, such that the heat from the HTHW does not damage the PVC gas mains or PVC electric lines and create a safety risk.

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d. Utility Outages – For the duration of the project, Contractor shall provide information to the 10 CES Inspector for coordination of outages thirty-five

(35) calendar days in advance.

F. POST CONSTRUCTION STORM WATER MANAGEMENT - Refer to Environmental Standards 2018 for requirements.

G. Coordinate all work schedules with the 10 CES CM at least seven (7) calendar days in advance.

H. Any exceptions to this statement of work must be detailed in the contractor’s proposal.

I. PERIOD OF PERFORMANCE (POP) - An acceptable POP for this project shall be between 250-265 calendar days. The window for construction starts 24 Nov 2018 and ends 16 Aug 2019 (265 total calendar days, 8 months and 23 days).

J. Loading for the slab has been provided in the Contract Documents. Required slab thickness shall be the responsibility of the precast manufacturer’s design based on the required loading.

K. Loading and dimensional constraints for the roof slab has been provided in the Contract Documents. Required slab thickness shall be the responsibility of the precast manufacturer’s design based on the required loading.

L. The drilled piers cannot be moved closer to the stair landings due to existing foundations at those landings. The depth of the double tees can be increased to accommodate the require load and cantilever length. The supporting rectangular beam at the cantilevered end shall be lowered to account for deeper double tee members while maintaining the finished slab elevation at the landings. This allows for less pier exposed above grade.

M. Based on the precast manufacturer’s design and/or typical detail for double tee slab supports, a pocketed bearing condition in the wall panel or an integrated wall panel corbel are both acceptable supports for the double tees.

N. Regarding detail 6/A502, a rectangular beam with the same depth as the double-tee is acceptable.

O. The interface conditions at the west end of the double tees to the existing walkway for both towers are shown on details 11 and 12, Sht. A-502.

P. Hardware set descriptions are found under Specification Section 08 71 00 DOOR HARDWARE, Article 3.5 HARDWARE SETS.

Q. Door at opening 2E is hollow metal. Refer to DOOR SCHEDULE, Sht. A-602.

R. Refer to attached structural sketches SK-001 and SK-002.

S. Refer to attached revised electrical sheets E-002, ES101, ES501 and ES601.

5. PROJECT MEETINGS:

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A. PRE-CONSTRUCTION MEETING - A pre-construction meeting will be held at the Contracting conference rooms within two (2) weeks after the contract award.

B. WEEKLY MEETINGS - Weekly planning meetings will be held at the contractor’s jobsite trailer. The date and time will be the same each week, and will be set by the construction manager at the pre-construction meeting.

6. SUBMITTALS:

A. Provide submittals for all equipment and material as outlined in the project submittal register.

B. 10 CES CM must review all submittals before commencement of relevant work.

7. PROJECT CLOSEOUT:

A. Supply as-built CADD drawings at the conclusion of the project on four (4) CDs. Each CD shall contain DWG and PDF formats of the As-Built drawings.

Also provide four (4) 12”x18” printed hard copies. All As-Builts shall comply with the current USAFA CADD standards.

B. Supply four (4) hardcopies of Operation and Maintenance (O&M) manuals, and two (2) CDs.

C. PROJECT CLOSEOUT DELIVERABLES – Thirty (30) Days after construction start, submit a Draft DD Form 1354 to the USAFA Construction Manager through the Contracting Officer for review and comment. Thirty (30) Days prior to construction completion, notify the 10 CES Construction Inspector through the 10 CONS CO of the construction closeout via the Contractor completed Final DD Form 1354 form (Note: Beneficial Occupancy Determination must be completed prior to final signature of Final DD Form 1354). All as-built drawings, O&M Manuals, and CDs shall be delivered to the 10 CES Construction Inspector prior to Beneficial Occupancy Determination.

D. Before project closeout, ensure that all Environmental reports have been submitted and approved by the 10 CES Environmental group (CEIAM) in USAFA Civil Engineering.

8. TYPICAL USAFA YEARLY CALENDAR EVENTS: These USAFA events are typical each year. The Contractor is required to include all events within the overall project construction schedule. (Note: events may occur more than once in a given project schedule).

A. BCT 2 Jun – 4 Aug 2018 B. Parent’s Weekend* 30 Aug – 3 Sep 2018 C. CORONA* 30 Sep – 6 Oct 2018 D. Winter Break 15 Dec 2018 – 2 Jan 2019

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E. Founder’s Day* First or Second Saturday in April F. Spring Break 22 Mar – 30 Mar 2019 G. Graduation* 22 May 2019 (no construction activity starting Wednesday 15 May 2019;

construction to resume Monday 27 May 2019)

G. Internal Processing 27 Jun 2019

* Indicates USAFA Institutional Events. Three (3) days prior to each of these Institutional dates, the Contractor shall remove all barriers around newly poured concrete that has cured a minimum of seven (7) days. The barriers may also be removed a minimum of two (2) days after new concrete sealer has been applied. The barriers shall be moved to a location approved by the 10 CES Construction Inspector.

The Contractor shall coordinate these dates in their proposed construction schedule.

9. BIDDING RFI QUESTIONS AND RESPONSES: Not Applicable.

10. ABBREVIATIONS:

10 CES 10th Civil Engineering Squadron 10 CONS 10th Contracting Squadron AF Air Force AFI Air Force Instruction BCT Basic Cadet Training BOD Basis Of Design

CADD Computer Automated Drafting & Design CD Compact Disk CLIN Contract Line Item CO Contracting Officer conc. Concrete CSU Colorado Springs Utilities

EESOH Environmental Safety Occupational Health EISA Energy Independence Act HAZMAT Hazardous Materials HMMP Hazardous Materials Management Program

HTA HAZMAT Tracking Activity HTHW High Temperature Hot Water MTP(s) Marble Tile Paver(s) NTP Notice To Proceed O&M Operation and Maintenance POC(s) Point of Contact(s) POP Period of Performance PM Project Manager PVC Polyvinyl Chloride RFI Request For Information SHPO State Historic Preservation Office SOG Slab on Grade SOW Statement of Work Typ. Typical

UNCC Utility Notification Center of Colorado USAFA United States Air Force Academy

END OF STATEMENT

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SEE ARCHITECTURAL SYMBOLS SHEET FOR GENERAL AND NON-

ELECTRICAL SYMBOLS.

LETTERS SUCH AS ''WP'', ''GFI'' ADJACENT TO ANY SYMBOL INDICATE

SPECIAL CONSTRUCTION IS REQUIRED. SEE ABBREVIATIONS SHEET

FOR DEFINITIONS.

SIZES OF WIRE AND CABLE ARE BASED ON COPPER CONDUCTORS.

ALUMINUM CONDUCTOR IS NOT ACCEPTABLE.

UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN INCHES.

ELEVATIONS FOR ELECTRICAL EQUIPMENT ARE SHOWN TO CENTER OF

DEVICE OR ENCLOSURE UNLESS NOTED OTHERWISE.

RECEPTACLES AND TELE/DATA JACKS SHALL BE LOCATED 18" AFF

UNLESS NOTED OTHERWISE. LIGHT SWITCHES SHALL BE LOCATED 48"

AFF UNLESS NOTED OTHERWISE.

NOT ALL SYMBOLS USED ON THIS PROJECT.

ELECTRICAL SERVICE SHALL BE COORDINATED WITH CSU UTILITIES.

REFER TO CSU LINE EXTENSION AND SERVICE STANDARDS, CHAPTER

10 AND APPENDIX F. CONTRACTOR SHALL PROVIDE CSU ELECTRIC

LOAD DATA FORM AND SUBMIT TO CSU.

ELECTRICAL GENERAL NOTES:

VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS, SITE CONDITIONS, AND EQUIPMENT PROVIDED BY OTHER

TRADES BEFORE STARTING WORK OR PROCURING ELECTRICAL EQUIPMENT.

CONFLICTS: IF CONFLICTS SHOULD OCCUR, THE MORE RESTRICTIVE (INCLUDING SPECIFICATIONS) SHALL TAKE

PRECEDENCE.

CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE IBC, UFC'S AND NFPA CODES.

CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED BUILDING AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION.

SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN, SUCH DETAILS SHALL BE THE SAME AS FOR

SIMILAR WORK SHOWN ON DRAWINGS.

PENETRATIONS: REFER TO PROJECT DRAWINGS SPECIFICATIONS FOR PENETRATION REQUIREMENTS FOR CONDUIT, BUSWAY, SLEEVES, CHASES, ETC.; PROVIDE SMOKE SEALING AND FIRE STOPPING AT ALL FLOORS, SMOKE PARTITIONS AND FIRE RATED WALLS. CONTRACTOR SHALL SUBMIT FOR APPROVAL PENETRATION PLANS FOR ALL ELECTRICAL

PENETRATIONS THROUGH STRUCTURAL ITEMS (FLOORS, FOUNDATIONS, ETC.).

EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, DUCT BANK, OR OTHER UTILITIES

WHERE NEW WORK IS BEING PERFORMED.

EQUIPMENT LOADS: EQUIPMENT LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING FOR THE SUPPORTING

MEMBERS AND THEIR CONNECTIONS AS NOTED IN THE STRUCTURAL PLANS.

DRAWINGS: THE ELECTRICAL DRAWINGS ILLUSTRATE ELECTRICAL EQUIPMENT AND DESIGN REQUIREMENTS, REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR NON-ELECTRICAL ITEMS WHICH REQUIRE COORDINATION AND

SPECIAL PROVISIONS FOR COMPLETE AND OPERATIONAL SYSTEMS.

DEVIATION: ANY DEVIATION FROM THE CONTRACT DOCUMENT SET OF ELECTRICAL DRAWINGS AND SPECIFICATIONS

SHALL ONLY BE MADE AFTER WRITTEN APPROVAL BY THE CONTRACTING OFFICER.

COORDINATION: THE ELECTRICAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF ARCHITECTURAL, INTERIOR, FURNISHINGS, MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT, AS WELL AS THE RELATED ELECTRICAL REQUIREMENTS NECESSARY TO SUPPORT SUCH EQUIPMENT. THE FINAL POSITIONING AND SERVICE INTERCONNECTION OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT PROVIDED BY CONTRACTOR AND SHALL BE IN ACCORDANCE WITH ALL RELEVANT BUILDING CODES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND PROVIDING NECESSARY SPACE ALLOCATION AND DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED TO ENSURE PROPER

COORDINATION.

SCALE: THE DRAWINGS SHALL NOT BE SCALED. REFER TO DIMENSIONING ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EQUIPMENT SIZES, DISTANCES, HEIGHTS TO PROVIDE COMPLETE AND OPERATIONAL ELECTRICAL SYSTEMS.

GENERAL ELECTRICAL REQUIREMENTS:

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ENSURE ALL COMMUNICATIONS CABLES (TO INCLUDE BURIED AND/OR UNDERGROUND COMMUNICATIONS CABLE), EQUIPMENT AND INFRASTRUCTURE ARE PROTECTED FROM DAMAGE DURING CONSTRUCTION. REPORT ANY DAMAGE TO COMMUNICATION SYSTEMS, CABLING OR INFRASTRUCTURE IMMEDIATELY TO THE 10CS AT 719-333-4357. THE 10CS, AT ITS DISCRETION, MAY ELECT TO REPAIR DAMAGED CABLE, EQUIPMENT AND/OR INFRASTRUCTURE. ANY REPAIR COSTS SHALL BE REIMBURSED TO THE GOVERNMENT BY THE GENERAL CONTRACTOR RESPONSIBLE. ALTERNATIVELY, THE 10CS MAY ALLOW THE GENERAL CONTRACTOR TO REPAIR DAMAGED SYSTEMS AT THE GENERAL CONTRACTOR'S DISCRETION AND COST. GENERAL CONTRACTOR REPAIRS AUTHORIZED BY 10CS SHALL MEET ALL APPLICABLE AND CURRENT INDUSTRY STANDARDS FOR THE SYSTEM, AND RETURN THE SYSTEM TO ITS PREVIOUS

CONDITION AT A MINIMUM.

FOR EXTERIOR DIRT WORK OPERATIONS, ABIDE BY THE USAFA DIG PERMITTING PROCESS THROUGH CE.

TELECOMMUNICATIONS GENERAL NOTES:

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EP601

1 ELECTRICAL ONE-LINE DIAGRAM

SHEET NOTES:

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2.

REFER TO ELECTRICAL ABBREVIATIONS AND

LEGEND E-001 AND E-002.

CONTRACTOR SHALL MEET ALL CSU SERVICE

CHAPTER 10 REQUIREMENTS.

KEYNOTES:

PROVIDE SEPARATELY DERIVED SYSTEM GROUNDING

PER NFPA-70. PROVIDE #6 GROUNDING CONDUCTOR

IN 1" EMT CONDUIT TO GROUND BAR.

TRANSFORMER SHALL BE 480V DELTA TO

208Y/120VOLT, "KVA" AS NOTED.

PROVIDE INTEGRAL SPD WITH DISCONNECTING

MEANS IN BRANCH CIRCUIT PANELBOARD.

PROVIDE ELECTRICAL DEMAND METER, LOCATE

ADJACENT TO PANELBOARD.

PROVIDE HOUSEKEEPING PAD FOR TRANSFORMER,

REFER TO STRUCTURAL DETAILS. COMPACTION

TESTED REQUIRED PER CSU CHAPTER 10

STANDARDS.

PROVIDE BUILDING GROUNDING SYSTEM PER NEC

250.32.

REFER TO MDP SCHEDULE ON EP602 FOR MORE

INFORMATION.

PROVIDE 100% RATED MCB WITH ADJUSTABLE TRIP

SETTINGS AND GROUND FAULT PROTECTION.

INSTALL CSU CT/VT'S AND METER. PROVIDE CABINET

FOR METER AND CT/VT'S, DISCONNECT, AND

UNDERGROUND ROUTING BETWEEN THE

TRANSFORMER, METER, AND DISCONNECT. SHALL BE

PER CSU CHAPTER 10 STANDARDS.

PROVIDE FUSED DISCONNECT FOR ELEVATOR

MACHINE CAPABLE OF BEING LOCKED IN THE OPEN

POSITION PER NEC 620.51. PROVIDE SHUNT TRIP WITH

AUXILIARY CONTACTS AS REQUIRED FOR ELEVATOR

SHUTDOWN. DISCONNECT SHALL HAVE A

MECHANICAL AUXILIARY CONTACT FOR BATTERY

LOWERING DEVICE WHICH SHALL BE OPEN WHEN

THE DISCONNECT SWITCH IS IN THE OPEN POSITION.

PROVIDE SELECTIVE COORDINATION OF ELEVATOR

OVERCURRENT PROTECTION . DESIGN BASED ON

EATON ELEVATOR CONTROL ES SWITCH # ES 4 TI R1-

G-F3 OR EQUAL.

PROVIDE 100% RATED ADJUSTABLE TRIP CIRCUIT

BREAKER WITH GROUND FAULT PROTECTION.

COORDINATE ACTUAL SIZE OF ELEVATOR WITH

ELEVATOR MANUFACTURER PRIOR TO ORDERING.

PROVIDE UNDERGROUND SECONDARY SERVICE

LATERAL IN ACCORDANCE WITH CSU SERVICE

STANDARDS. REFER TO DETAIL 1/ES501 AND ES101.

MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE

ITEM DESCRIPTION ROOM VOLT PH KVA LOAD HP FLA (A) DISCONNECT STARTER C/B SIZE WIRE SIZE CONDUIT PANEL CKT. # NOTES

CU-1 CONDENSING UNIT EXTERIOR 208 V 1 3.56 17 A 30A/2P NEMA 3R,

NON FUSED

FURN W

EQUIP

20A/2P 2#12 + #12G 3/4" LP21 8,10 1, 4, 5, 6

CU-2 CONDENSING UNIT EXTERIOR 208 V 1 3.56 17 A 30A/2P NEMA 3R,

NON FUSED

FURN W

EQUIP

20A/2P 2#12 + #12G 3/4" LP21 26,28 1, 4, 5, 6

CU-3 CONDENSING UNIT EXTERIOR 2F 208 V 1 3.56 17 A 30A/2P NEMA 3R,

NON FUSED

FURN W

EQUIP

20A/2P 2#12 + #12G 3/4" LP22 8,10 1, 4, 5, 6

CU-4 CONDENSING UNIT EXTERIOR 2F 208 V 1 3.56 17 A 30A/2P NEMA 3R,

NON FUSED

FURN W

EQUIP

20A/2P 2#12 + #12G 3/4" LP22 14,16 1, 4, 5, 6

ELEV-A ELEVATOR MOTOR 1E 480 V 3 79.81 75 96 A 200A/3P 150A

FUSED

FURN W

EQUIP

SEE ONE-LINE 4 #3/0 + 1 #6G 2" MDP 1,3,5 3, 6

ELEV-B ELEVATOR MOTOR 1E 480 V 3 79.81 75 96 A 200A/3P 150A

FUSED

FURN W

EQUIP

SEE ONE-LINE 4 #3/0 + 1 #6G 2" MDP 7,9,11 3, 6

ELEV-C ELEVATOR MOTOR 1E2 480 V 3 79.81 75 96 A 200A/3P 150A

FUSED

FURN W

EQUIP

SEE ONE-LINE 4 #3/0 + 1 #6G 2" MDP 13,15,17 3, 6

ELEV-D ELEVATOR MOTOR 1E2 480 V 3 79.81 75 96 A 200A/3P 150A

FUSED

FURN W

EQUIP

SEE ONE-LINE 4 #3/0 + 1 #6G 2" MDP 19,21,23 3, 6

HP-1 HEAT PUMP 2E 208 V 1 0.52 3 A INTEGRAL FURN W

EQUIP

FED FROM

CU-1

2 #12 + 1 #12G 3/4" LP21 8,10 1, 4, 5, 6

HP-2 HEAT PUMP 1E 208 V 1 0.52 3 A INTEGRAL FURN W

EQUIP

FED FROM

CU-2

2 #12 + 1 #12G 3/4" LP21 26,28 1, 4, 5, 6

HP-3 HEAT PUMP 2F 208 V 1 0.52 3 A INTEGRAL FURN W

EQUIP

FED FROM

CU-3

2 #12 + 1 #12G 3/4" LP22 8,10 1, 4, 5, 6

HP-4 HEAT PUMP 1E2 208 V 1 0.52 3 A INTEGRAL FURN W

EQUIP

FED FROM

CU-4

2 #12 + 1 #12G 3/4" LP22 14,16 1, 4, 5, 6

RHP-1 ROOFTOP HEAT PUMP 2B 208 V 2 4.00 1 14 A 30A/2P NEMA 3R,

NON FUSED

FURN W

EQUIP

20A2P 2#12 + #12G 3/4" LP21 30,32 4, 5, 6

RHP-2 ROOFTOP HEAT PUMP 208 V 2 4.00 1 14 A 30A2P NEMA 3R,

NON FUSED

FURN W

EQUIP

20A2P 2#12 + #12G 3/4" LP22 18,20 4, 5, 6

SP-1 SUMP PUMP 1B 120 V 1 1.18 1/2 10 A NEMA 5-20R

RECEPT.

FURN W

EQUIP

20A/1P 2 #12 + 1 #12G 3/4" LP21 12 2, 4, 5, 6

SP-2 SUMP PUMP 1D 120 V 1 1.18 1/2 10 A NEMA 5-20R

RECEPT.

FURN W

EQUIP

20A/1P 2 #12 + 1 #12G 3/4" LP22 12 2, 4, 5, 6

LIGHTING FIXTURE SCHEDULE

IMAGE TYPE DESCRIPTION LAMP

LAMP

QUANTITY

WATTS per

FIXTURE VOLTAGE

LIGHT FIXTURE

LUMENS

DESIGN BASIS

MANUFACTURER DESIGN BASIS MODEL NUMBER MOUNTING

C1E 6" ROUND RECESSED DOWN LIGHT - LED WITH 90 MINUTE

BATTERY PACK

L E D 1 26 W 120 V 1800 fc PRESCOLITE LF6CFH226EB 6CFH RECESSED

C2E 6" ROUND RECESSED LENSED DOWN LIGHT OUTDOOR

RATED - LED WITH 90 MINUTE BATTERY PACK

L E D 1 26 W 120 V 1800 fc PRESCOLITE LF6CFH226EB 6CFH-CL-TRG RECESSED

E1 ENCLOSED (LENSED) INDUSTRIAL FLUORESCENT STRIP -

48" LONG,WITH WALL BRACKET

F54T5HO 1 54 W 120 V 5000 fc COLUMBIA LUN 4-1 54-EP U PENDANT OR WALL

E1e ENCLOSED (LENSED) INDUSTRIAL FLUORESCENT STRIP -

48" LONG,WITH WALL BRACKET AND WITH 90 MINUTE

BATTERY PACK

F54T5HO 1 54 W 120 V 5000 fc COLUMBIA LUN 4-1 54-EP U PENDANT OR WALL

MECHANICAL SCHEDULE NOTES:

1. MECHANICAL EQUIPMENT IS DESIGNED AS A SINGLE POINT CONNECTION. HEAT PUMPS ARE CONNECTED TO CONDENSING UNIT. CONNECTION BETWEEN UNITS IS BY OTHERS.

2. PROVIDE IN-USE NEMA 4X COVER FOR NEMA 5-20 RECEPTACLE.

3. CONTRACTOR SHALL COORDINATE ALL ELEVATOR POWER REQUIREMENTS WITH PROPOSED ELEVATOR SYSTEM.

4. CONTRACTOR TO VERIFY MECHANICAL EQUIPMENT CIRCUIT REQUIREMENTS WITH PROPOSED EQUIPMENT PRIOR TO ORDERING ELECTRICAL. CONTRACTOR SHALL BE

RESPONSIBLE FOR FIELD COORDINATION.

5. MOTOR CONTROLLER AND OVERLOAD PROTECTION FURNISHED WITH EQUIPMENT, REFER TO MECHANICAL DRAWINGS.

6. CONTRACTOR SHALL ENSURE CONDUCTOR IS SIZED APPROPRIATELY FOR EQUIPMENT ACTUALLY SELECTED FOR INSTALLATION.

NOTE: MANUFACTURER AND MODEL NUMBERS OF LIGHT FIXTURES ARE DESIGN BASIS OR EQUAL.

PB

PB

PB

UE

UEUE

UEUE

U E

UE

NEW SECONDARY ELECTRICAL

FEEDER, FIELD DETERMINE BEST

DIRECT ROUTING. REFER TO

EP601 AND DETAIL 1/ES501.

EXISTING CSU 208/120V, 3

PHASE TRANSFORMER

EXISTING CSU ELECTRICAL

VAULT TO REMAIN

TOWER 1

TOWER 2

EXISTING CSU ELECTRICAL

VAULT TO REMAIN

UC

UC

UC

U C

U C

U C

UC

4" CONDUIT RISERS FROM TOWER 1

ELECTRICAL / TELECOM ROOM,

COORDINATE / REFER TO TN401.

NEW CSU 480Y / 277V,

3 PHASE TRANSFORMER

U C

U C

U C

UC

UE

UE

UE

UE

1, 3

EL401

1, 3

EP401

2, 4

EL401

2, 4

EP401

PUNCH CONDUITS DOWN

TO R102.

EXISTING CSU METER

AND DISCONNECT

EXISTING CSU METER,

CT'S AND DISCONNECT

NEW CSU METER, CT/VT'S,

AND DISCONNECT. REFER TO

EP601.

U E

EXISTING SCOREBOARD

UE

UE

KEY PLAN

N.T.S

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

RA

I

SETATS

DET

I N

U Y M

E

A D

CAECROF

AIR FORCE ACADEMY

UNITED STATES

Sheet

ID

Sheet

D e s ig n e r:

R e v ie w e r:

F ile

N a m e

D ra ft e r

S u b m it te r:

D ra w in g D a te

A F

A P ro je c t M g r:

A -E

P ro je c t M g r:

S y m b R e v is io n s /A d d e n d a

D a te

A p p r

S c a le

G

R E

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W O

O D

P L A

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B L V

D

G R

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L A

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A

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V A

T O

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F A

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.A .F

A

C A

D E

M Y

C

O L O

R A

D O

X Q

P Z

R C

R U

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J Y

O U

N G

L S

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H R

A D

A

K B

IN

K

L E

Y

D B

U K

E Y

T L A

W L E

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/3

/2

ES101

P A

R T

IA

L S

T A

D

IU

M E

L E

C T

R

IC

A L A

N D

T E

L E

C O

M M

S

IT

E

P L A

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-0

^4

^E

S .D

W G

PLAN NORTH

20 10 0 20 40

SHEET NOTES:

1.

3.

4.

REFER TO ELECTRICAL ABBREVIATIONS AND

LEGEND ON E-001 AND E-002.

ALL EXISTING DEVICES SHOWN SHALL REMAIN

UNLESS OTHERWISE NOTED.

CONDUIT BENDS SUM SHALL NOT EXCEED 360

DEGREES BETWEEN HANDHOLES.

CONTRACTOR SHALL MEET ALL CSU SERVICE

CHAPTER 10 REQUIREMENTS.

1" = 20'-0"1

PARTIAL STADIUM ELECTRICAL AND TELECOMMUNICATION SITE PLAN

KEYNOTES:

PROVIDE TELECOM CABLING FROM R102 TO MAIN

TELECOM ROOM ON THIRD LEVEL OF PRESS BOX,

REUSE EXISTING PATHWAY. REFER TO TN101 FLOOR

PLAN AND RISER DIAGRAM ON TN601.

EXISTING FIRE ALARM SLAVE PANEL IN PRESS ROOM

NEXT TO R102 UNDERNEATH STADIUM SEATING.

PROVIDE 4" CONDUIT FROM R102 UNDER STADIUM

SEATING TO TOWER 1 ELECTRICAL / TELECOM

ROOM. FIELD VERIFY EXACT ROUTING, REPAIR

CONCRETE AND OR SOIL TO MATCH EXISTING

CONDITION. REFER TO RISER DIAGRAM ON TN601.

PROVIDE 1" CONDUIT UNDERGROUND FOR FIRE

ALARM CIRCUITING. CONNECT TO FIRE ALARM

SLAVE PANEL IN PRESS ROOM NEXT TO R102. REFER

TO KEYNOTE 2

PROVIDE 2" CONDUIT UNDERGROUND FROM TOWER

1 ELECTRICAL / TELECOM ROOM TO TOWER 2

ELEC/COMM ROOM. FIELD VERIFY EXACT ROUTING,

REPAIR CONCRETE AND OR SOIL TO MATCH

EXISTING CONDITION.

PROVIDE 2" CONDUIT FROM TOWER 1 ELECTRICAL /

TELECOM ROOM TO TOWER 2 ELEC/COMM ROOM

FOR PANEL LP22. FIELD VERIFY EXACT ROUTING,

REPAIR CONCRETE AND OR SOIL TO MATCH

EXISTING CONDITION.

PROVIDE 36"L x 24"W x 30"D FLARED WALL

FIBERGLASS REINFORCED POLYMER (FRP)

GASKETED HAND HOLE WITH AN 8-INCH BASE

EXTENSION AND TAMPER RESISTANT PENTAHEAD

BOLTS. PROVIDE QUAZITE #B10243630G BOX,

#C10243603G COVER AND #E00243608G BASE

EXTENSION OR APPROVED EQUALS. LOGO CODE #42

FOR 'TELECOM' AND #17 FOR 'ELECTRIC'.

PROVIDE 4" CONDUIT PRIMARY UG DUCT PER CSU

ELECTRIC LINE EXTENSION AND SERVICE

STANDARDS CHAPTER 10, EXTEND DUCT FROM

EXISTING MANHOLE TO NEW PAD-MOUNT

TRANSFORMER. CSU SHALL BE RESPONSIBLE FOR

ALL PRIMARY POWER CABLING. REFER TO CSU

DETAILS APPENDIX F OF CSU SERVICE STANDARDS

ONLINE DOCUMENTATION AT CSU.ORG .

PROVIDE UNDERGROUND SECONDARY SERVICE

LATERAL IN ACCORDANCE WITH CSU SERVICE

STANDARDS. REFER TO DETAIL ELECTRICAL ONE-

LINE DIAGRAM EP601 AND CSU SERVICE STANDARD

CHAPTER 10 AND DETAILS IN APPENDIX F.

M

IN

M

IN

M

IN

3"

MIN.

3"

MIN.

3 1/2"

3" 3"

AS REQUIRED

FINISHED GRADE

BELOW SODDED AREAS

TOP

SOIL

TOP 6" OF SUBGRADE

COMPACTED TO 95%

OF MAX. LABORATORY

DENSITY (ASTM 1557)

BACKFILL COMPACTED

IN 6" LAYERS TO 90%

OF MAX. LABORATORY

DENSITY (ASTM 1557)

TACK COAT

HOT MIXED ASPHALTIC

CONCRETE

BELOW NEW FLEXIBLE PAVEMENT

NEW BASE

COURSE

MARKER TAPE

(FOILED BACK)

CONCRETE 3,000 PSI

COMPRESSIVE

STRENGTH

4" SCHEDULE 40 PVC OR

RIGID GALVANIZED STEEL

WITH PVC COATING

AS REQUIRED

1OTH CIVIL ENGINEER SQUADRON

U.S. AIR FORCE ACADEMY,

COLORADO

RA

I

SETATS

DET

I N

U Y M

E

A D

CAECROF

AIR FORCE ACADEMY

UNITED STATES

Sheet

ID

Sheet

D e s ig n e r:

R e v ie w e r:

F ile

N a m e

D ra ft e r

S u b m it te r:

D ra w in g D a te

A F

A P ro je c t M g r:

A -E

P ro je c t M g r:

S y m b R e v is io n s /A d d e n d a

D a te

A p p r

S c a le

G

R E

E N

W O

O D

P L A

Z A

B L V

D

G R

E E

N W

O O

D V

IL

L A

G E

C

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D E

S

IG

N R

E P

A

IR

E

L E

V A

T O

R S

T O

A D

A

F A

L C

O N

S T

A D

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F

A C

U .S

.A .F

A

C A

D E

M Y

C

O L O

R A

D O

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P Z

R C

R U

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J Y

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N G

L S

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H R

A D

A

K B

IN

K

L E

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S S

C H

U S

T E

R

T L A

W L E

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/3

/2

ES501

E L E

C T

R

IC

A L D

E T

A

IL

S

S

IT

E

-0

^4

^E

S .D

W G

N /A

NTSES501

1 SERVICE LATERAL DUCT BANK DETAIL

COL BASE PLATE @ LOWER VESTIBULES

COL BASE EMBED PLATE @ UPPER VESTIBULES

MERRICK

MERRICK