ADDENDUM NO. 3

PROJECT:

Online School & Special Education Administration District Office Expansion Clovis, CA

CLIENT:

Clovis Unified School District 1450 Herndon Ave.
Clovis, CA 93611

Date :

TETER Project No.:

District Bid Number.: DSA File No.:
DSA Appl. No.:

10/19/23

12242

2965 n/a
02-120813

The following additions, deletions and revisions to the plans, specifications and Addenda shall become a part of the plans and specifications. It is the responsibility of the General Contractor to submit the information contained in this addendum to all subcontractors and suppliers.	The Bidder shall acknowledge receipt of the Addendum in the Bid Proposal. (Addendum number of pages: 5 pages + 20 attachments = 48 total pages).

PROJECT MANUAL:

3 – 01:	 PROJECT MANUAL, - 01 32 00 “CONSTRUCTION PROGRESS DOCUMENTATION”, revise as follows:

A. Replace section 01 32 00 in its entirety with section 01 32 00 attached. (6 page)

3 – 02:	PROJECT MANUAL, - 01 50 00 “TEMPORANY FACILITIES AND CONTROLS”, revise as follows:

A. Replace section 01 50 00 in its entirety with section 01 50 00 attached. (7 page)

3 – 03:	PROJECT MANUAL, - 01 78 39 “PROJECT RECORD DRAWINGS”, revise as follows:

A. Replace section 01 78 39 in its entirety with section 01 78 39 attached. (3 page)

3 – 04:	PROJECT MANUAL, - “APPENDIX”, revise as follows:

A. Add the following:
a. “TEMP POWER” AD3-CM01, attached, to the project manual appendix (1 page) b. Mandatory pre-bid meeting #1 10/10/2023 sign-in sheet. (6 pages)
c. Mandatory pre-bid meeting #2 10/18/2023 sign-in sheet. (5 pages)

DRAWINGS:

3 – 05:	DRAWINGS, SHEET A102 - “ENLARGED PARTAL SITE PLANS”, revise as follows:

A. Revise keynote 32.61 as follows:

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ADDENDUM NO. 3 CUSD: Online School & Special Education

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a. “DECORATIVE METAL FENCING, 7’-0” HIGH, SEE DETAIL 1/A111”

3 – 06:	DRAWINGS, SHEET A200 - “FLOOR PLAN – BLDG A – ONLINE SCHOOL”, revise as follows:

a. Provide store front reference marking ‘AM’ to the following doors: A36A, A37A, A43A, A45A, A46A, A48A, A51A, A52A, A53A, A54A, A59A, A60A & A72A.

3 – 07:	DRAWINGS, SHEET A211 - “ENLARGED FLOOR PLAN – BLDG A – STEM A04, STEM PREP A05”, revise as follows:

A. Revise detail 28/A211 as follows:

a. All references to A33 to be revised to A34.

3 – 08:	DRAWINGS, SHEET A261 - “ENLARGED FLOOR PLAN – BLDG B – SPECIAL EDUCATION ADMIN.”, revise as follows:

A. Revise detail 8/A261 as follows:
a. Replace surface note with the following: “MIN. 2” THICK ACCESSIBLE CUSHION SYSTEM *FLEX GROUND OR APPROVED EQUAL) FOR MIN. 26” FALL PROTECTION, INSTALLED OVER 4” CONC. PIT SLAB, OVER 3” SAND/GRAVEL COMPACTED TO 95%”

3 – 09:	DRAWINGS, SHEET A271 - “PARTIAL ROOF PLAN – BLDG B – SPECIAL EDUCATION ADMIN. - NORTH”, revise as follows:

A. Add to the following to ‘GENERAL NOTES’:
a. “E. PVC WALKWAY PROVECTION MAT TO BE CUT AT VALLEYS TO PROVIDE FOR DRAINAGE.”.

3 – 10:	 DRAWINGS, SHEET A272 - “PARTIAL ROOF PLAN – BLDG B – SPECIAL EDUCATION ADMIN. - SOUTH”, revise as follows:

A. Add to the following to ‘GENERAL NOTES’:
a. “E. PVC WALKWAY PROVECTION MAT TO BE CUT AT VALLEYS TO PROVIDE FOR DRAINAGE.”.

3 – 11:	DRAWINGS, SHEET A410 - “WALL SECTION – BLDG A – ONLINE SCHOOL”, revise as follows:

A. Eliminate keynote 32.38 and all references to it.

3 – 12:	DRAWINGS, SHEET A413 - “WALL SECTION – BLDG A – ONLINE SCHOOL”, revise as follows:

A. Eliminate keynote 32.38 and all references to it.

3 – 13:	DRAWINGS, SHEET A414 - “WALL SECTION – BLDG A – ONLINE SCHOOL”, revise as follows:

A. Eliminate keynote 32.38 and all references to it.

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ADDENDUM NO. 3 CUSD: Online School & Special Education

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3 – 14:	DRAWINGS, SHEET A416 - “WALL SECTION – BLDG A – ONLINE SCHOOL”, revise as follows:

A. Eliminate keynote 32.38 and all references to it.

3 – 15:	DRAWINGS, SHEET A460 - “WALL SECTION – BLDG B – SPECIAL EDUCATION ADMIN.”, revise as follows:

A. Eliminate keynote 32.38 and all references to it.

3 – 16:	DRAWINGS, SHEET A461 - “WALL SECTION – BLDG B – SPECIAL EDUCATION ADMIN.”, revise as follows:

A. Eliminate keynote 32.38 and all references to it.

3 – 17:	DRAWINGS, SHEET A462 - “WALL SECTION – BLDG B – SPECIAL EDUCATION ADMIN.”, revise as follows:

A. Eliminate keynote 32.38 and all references to it.

3 – 18:	DRAWINGS, SHEET A463 - “WALL SECTION – BLDG B – SPECIAL EDUCATION ADMIN.”, revise as follows:

A. Eliminate keynote 32.38 and all references to it.

3 – 19:	DRAWINGS, SHEET A700 - “DOOR SCHEDULE – BLDG A – ONLINE SCHOOL”, revise as follows:

A. Revise door A06A door type to ‘N’.
B. Revise door A65B door type to ‘FG’ and door material to ‘ADB’. C. Revise door A66B door type to ‘FG’ and door material to ‘ADB’. D. Eliminate all reference to remark ‘C’ for the door schedule.

3 – 20:	 DRAWINGS, SHEET A750 - “DOOR SCHEDULE – BLDG B – SPECIAL EDUCATION ADMIN.”, revise as follows:

A. Eliminate all reference to remark ‘C’ for the door schedule.

3 – 21:	DRAWINGS, SHEET M203 - “ENLARGED MECHANICAL FLOOR PLAN – BUILDING A -NORTH.”, revise as follows:

A. Replace drawing M203 in its entirety with drawing M203 attached. (1 page)

3 – 22:	DRAWINGS, SHEET E110 - “ELECTRICAL SITE PLAN”, revise as follows:

A. Replace drawing E110 in its entirety with drawing E110 attached. (1 page)

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ADDENDUM NO. 3 CUSD: Online School & Special Education

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3 – 23:	DRAWINGS, SHEET E210 - “POWER PLAN - BUILING A”, revise as follows:

A. Refer to attached Addendum Drawing AD3-E02 and revise the mounting height of the six clouded duplex receptacles to be 84” above finished floor for display monitors. (1 page)
B. Revise the location of Switchboard ‘SA’ per attached Addendum Drawing AD3-E09. (1 page)

3 – 24:	DRAWINGS, SHEET E310 - “LIGHTING PLAN - BUILING A”, revise as follows:

A. Replace drawing E310 in its entirety with drawing E310 attached. (1 page)

3 – 25:	DRAWINGS, SHEET E320 - “LIGHTING PLAN - BUILING B”, revise as follows:

A. Revise two type C1W lighting fixtures located at exterior landings outside Large Meeting Rooms B76 and B78 to be type C1WE lighting fixtures with integral emergency drivers. Refer to attached Addendum Drawing AD3-E01. (1 page)

3 – 26:	DRAWINGS, SHEET E410 - “SIGNAL PLAN - BUILING A”, revise as follows:

A. Refer to attached Addendum Drawing AD3-E03 and revise the mounting height of the six clouded data outlets and one clouded A/V outlet to be 84” above finished floor for display monitors. (1 page)

3 – 27:	DRAWINGS, SHEET E600 - “ELECTRICAL DETAILS”, revise as follows:

A. Replace Detail 1 on Drawing E600 in its entirety with attached Main Switchboard ‘MSB’ Elevation on Addendum Drawing AD3-E07. (1 page)

3 – 28:	DRAWINGS, SHEET E601- “ELECTRICAL DETAILS”, revise as follows:

A. Add Detail 8 on Drawing E601, refer to Addendum Drawing AD3-E10. (1 page)

3 – 29:	DRAWINGS, SHEET E700 - “SINGLE LINE DIAGRAM”, revise as follows:

B. Replace drawing E700 in its entirety with drawing E700 attached. (1 page)

3 – 30:	DRAWINGS, SHEET E800 - “PANEL SCHEDULES”, revise as follows:

A. Add lighting fixtures S3, S4, and S5 to the lighting fixture schedule per attached Addendum Drawing AD3-E08. (1 page)

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3 – 31:	DRAWINGS, SHEET E801 - “PANEL SCHEDULES”, revise as follows:

A. Replace Panel L1 schedule in its entirety with attached Panel L1 schedule on Addendum Drawing AD3-E04. (1 page)

B. Replace Main Switchboard MSB schedule in its entirety with attached Main Switchboard MSB schedule on Addendum Drawing AD3-E05. (1 page)

C. Replace schedule for Lighting Control Panel – Building A in its entirety with attached Lighting Control Panel – Building A schedule on Addendum Drawing AD3-E06. (1 page)

END OF ADDENDUM NO. 3

Jamie Miller Architect of Record

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013200 CONSTRUCTION SCHEDULES FOR “CM” PROJECTS
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SECTION 01320 - CONSTRUCTION SCHEDULES FOR ‘CM’ PROJECTS

PART 1 – GENERAL

1.1	SUMMARY:

A. Section includes:
1. Acceptance: By virtue of submitting a bid proposal, each Prime Contractor, hereinafter referred to as “Contractor”, agrees to have reviewed and agrees to be bound by, and perform to, the Construction Managers Bid Schedule (CMBS). Acceptance of the Construction Managers Bid Schedule (CMBS) shall pertain not only to the Contractor’s scheduled work activities, but also all other scheduling activities that affect or may or may not affect the direct and indirect work of the Contractor. The Contractor is responsible for its own internal sequences that may occur within a given CPM activity or sets of CPM activities, for which there will be no changes in the given activity duration(s) unless otherwise approved by the Construction Manager and incorporated into a Monthly Schedule Update. The Construction Manager will allow input and feedback into the schedule, but it should be noted that the input and feedback will be treated informally and will not be used as a basis to alter the construction schedule(s). The Construction Manager has full control over the schedule.
2. Scheduling Representative: Requirement to designate the Contractor’s scheduling representative to work with the Construction Manager, and the requirement for the Contractor’s scheduling representative to attend all scheduling related meetings, including Monthly Schedule Updates (MSU), and recovery schedule meetings.
3. Weather Impacts: Requirement of the Contractor to accept the Construction Manager’s prepared scheduling of Inclement Weather impacts and resulting Mud impacts (if any) into the Baseline Project Schedule (BPS). The Construction Managers Bid Schedule (CMBS) includes precipitation (rain) related delays into the schedule, but does not include mud impacts: Refer to the NAOO chart for precipitation.
4. Notice of Delay: Requirement to provide the Construction Manager with a “Notice of Delay” within 24-hours of a delay event, and the requirement to prepare a Justification Schedule for the Construction Manager within seven (7) days of the event. The Construction Manager shall review the Contractor’s Justification Schedule with the Architect/Owner, when seeking time extensions and/or float consumption for the delay.
5. Construction Manager Recovery Schedules: Requirement of the Contractor to accept and to be bound by, and perform to, the Construction Managers recovery schedule(s), if the progress is unsatisfactory. Recovery schedules are to be accepted from ARCHITECT for schedule revisions and sequence changes.

1.2 DEFINITIONS

A.	The following definitions shall apply to this project: 1.	“Float”:
a.	Float for any activity, milestone completion date or contract completion date shall be considered a resource available to both the Owner and Contractor. Neither the Owner nor the Contractor shall have exclusive ownership of the float. Float shall be a resource to all parties, and shall be consumed by whoever utilizes it first.
2.	“Inclement Weather”:
a.	“Inclement Weather” shall be considered as TEMPERATURE, PRECIPITATION (aka Rainfall & Rain Days) or FOG. The conditions for Inclement Weather are defined herein, and valuations of Inclement Weather are listed in the Meteorological Data NOAA Chart.
3.	MSU	Monthly Schedule Updates. 4.	“Mud” (aka Mud Days):
a.	 Mud is a direct result of precipitation, and for this reason Mud is treated different than precipitation. Mud, or muddy site conditions, will become a candidate for time extensions, only if the amount of precipitation exceeds that which is anticipated and considered normal “Inclement Weather” for a given month.

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CONSTRUCTION SCHEDULES FOR “CM” PROJECTS PAGE 2

5.	NOAA	National Oceanic and Atmospheric Administration. 6.	NTP	Notice to Proceed.
7.	PDM	Precedence Diagram Methodology. 8.	PPS	Preliminary Project Schedule.
9.	SIS	Short Interval Schedules. 10.	“Unusually Severe Weather”:
a.	Defined as more severe than the anticipated “Inclement Weather” for any given month.

1.3	RELATED SPECIFICATION SECTIONS:

ALL DIVISION 00 SPECIFICATION SECTIONS. ALL DIVISION 01 SPECIFICATION SECTIONS.

1.4	QUALITY ASSURANCE:

A. The Contractor’s representative shall have direct project control and complete authority to act on behalf of the Contractor in fulfilling the construction scheduling requirements set forth herein. Such authority shall not be interrupted throughout the duration of the project or portion of the project for which the Contractor is responsible. The Construction Manager has the right to alter and change the overall sequence of work, should it become necessary. The requirement for the Contractor to accept the Construction Managers Bid Schedule (CMBS), (MSU) Monthly Schedule updates and recovery schedules are included in order to assure adequate planning and execution of the work, and for reviewing the Progress Payment Applications.

PART 2 – PRODUCTS

2.1	CONSTRUCTION SCHEDULES:

A. The Construction Manager will create and maintain the Construction Managers Bid Schedule (CMBS), Monthly Schedule Updates (MSU) including the incorporation of the Contractor’s progress, recovery schedules, etc. Electronic versions or copies of the schedule will not be distributed for CONTRACTOR use.

PART 3 – EXECUTION

3.1	GENERAL REQUIREMENTS:

A. The ARCHITECT, Owner and the Construction Manager consider the project schedule requirements to be of significant importance. The acceptance of the Construction Managers Bid Schedule (CMBS), Monthly Schedule Updates (MSU), and recovery schedules must be given high priority by the Contractor.

B. The Construction Managers schedules shall be the basis for evaluating the job progress, payment requests, and time extension requests. The responsibility for developing the contract schedule, accurately updating the schedule, and monitoring the actual progress of the work compared to the planned schedule rests solely with the Construction Manager.

The Construction Manager’s development, updating and processing of the CMBS, Monthly Schedule Updates and recovery schedules shall not relieve Contractor from the responsibility for accomplishing all the work in accordance with the Contract requirements.

C. Float for any activity, milestone completion date or contract completion date shall be considered a resource available to both the Owner, Construction Manager and Contractor. Neither the Owner, Construction Manager nor the Contractor have exclusive ownership of the float. Float shall be a

013200 CONSTRUCTION SCHEDULES FOR “CM” PROJECTS
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resource to all parties, and shall be consumed as approved by Construction Manager. Use of float must be approved by the Construction Manager prior to use. Contractor shall provide an explanation of how float will be used, how the schedule will be maintained and how the use will affect other activities and contractors. Float will be used by the Construction Manager to revise, resequence or optimize the performance of the Work. The Contractor shall have no claim for the Construction Manager’s use of the float in this way, and the Contractor agrees to be bound by the Construction Manager’s revised, resequenced or optimized schedules.

D. Progress payments may be withheld in whole or part should the Contractor fail to comply with the requirements of this Section.

3.2	Construction Managers Bid Schedule (CMBS):

A. The Construction Managers Bid Schedule (CMBS) is attached at the end of this section. The CMBS indicates a detailed plan for the work to be completed, including precipitation related delays, but does not include mud impacts.

3.3	Monthly Schedule Updates (MSU):

A. The Construction Manager shall submit to the Owner an MSU, as required, which accurately indicates the actual progress of the work during the prior month. The “data date” (or date through which progress is reported) shall be identified on all update reports or schedule plots. The MSU shall indicate the actual start and finish dates of activities commenced or completed during the prior month. Once “as-built” start and finish dates are updated and accepted by the ARCHITECT as accurate, this data shall not be changed. The MSU shall show the percentage complete for each activity.

B. At the owner’s request, the Construction Manager shall submit a narrative report along with the MSU. With information provided by the contractors, this narrative report shall include a description of the progress achieved that month, a description of problems or delays experienced, an analysis of the effect of approved modifications (which are used to seek time extensions) to critical activities upon the project completion date, a discussion of current or anticipated delays, and if there is a lack of progress for which the Contractor is responsible, an explanation of mitigating actions taken or a proposal for recovery shall be provided

C. The ARCHITECT will review the Construction Manager’s MSU submittal. Any ARCHITECT comments shall be incorporated into the next update for the ARCHITECT’s verification.

3.4	Sequence Changes / Recovery Schedules / Schedule Revisions:

A. If the Construction Manager determines that the sequence of the construction or activity early start dates differs significantly from the Contract schedule, the Contractor shall submit a revised schedule for approval from information provided by the contractors involved in the revision. The Contractor agrees to be bound by the Construction Manager’s revised, resequenced or optimized schedules, and agrees to make no claim for such.

B. If a Contractor falls fourteen (14) days behind schedule on milestone dates or completion dates, the Construction Manager will be required to prepare and submit a recovery schedule for review and acceptance from information provided by the contractors involved in the delay. The recovery schedule shall show how the Contractor and Construction Manager intends to reschedule the work in order to regain the time lost. The Contractor agrees to be bound by the Construction Manager’s revised, resequenced or optimized schedules, and agrees to make no claim for such.

C. If the Contractor intends to alter the planned sequence or approach to the work, the Contractor shall submit its requested schedule revisions or sequence changes to the Construction Manager for review

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CONSTRUCTION SCHEDULES FOR “CM” PROJECTS PAGE 4

and acceptance. This submittal shall be separate from the routine MSU, and shall include a description of the reason(s) for the schedule changes, a description of the changes being made, a list of all added and deleted activities, changed logic relationships, changed activity durations or descriptions, etc. If the requested changes are reviewed and found acceptable, the schedule revision shall be made and incorporated into the project schedule prior to the next MSU.

3.5	Short Interval Schedules (SIS): At the regularly scheduled weekly meetings, the Construction Manager shall submit to the Architect, Contractor and District a SIS, which is a three-week-look-ahead schedule. The SIS shall be a three-week snapshot of the work generated from the most recent monthly update. The SIS shall include the current week, and two weeks thereafter. The SIS shall contain sufficient detail to evaluate inspection requirements, and for the Contractor to submit its manpower and equipment needs. The Construction Manager and Contractor are also urged to use these schedules as part of its management and superintendence of the project.

3.6	TIME EXTENSION REQUESTS / SUBMITTALS:

A. The Contractor shall provide a “Notice of Delay” to the Construction Manager for all claimed time extension requests, showing the impact of the delay event on the contract schedule.

B. The Notice shall demonstrate the time impact based on the date(s) and durations of the delay event, the status of construction at that point in time, and the affect on the scheduled sequence and progress of the work. The Notice shall also include all supporting project documentation or delay calculations that establish entitlement and quantify the delay.

C. “Float” or slack time shall not be for the exclusive use or benefit of the Construction Manager or Owner. Extensions of time for performance will be granted only to the extent that the equitable time adjustment for the activity or activities affected exceeds the total float along the activity path at the time the delay event occurred or when an instrument of the Contract (CCD) or change order was directed.

D. At the Contractor’s option, Notice of Delay may be used to request time extensions to a non-critical activity or activities which will have remaining positive float after incorporation of the delay event into the schedule. Such float consuming Notices also require ARCHITECT review and acceptance.

E. The Construction Manager and Contractor acknowledge and agree that mitigation of delays due to delay events may require a change to preferential sequences of work. The Construction Manager & Contractor must propose possible mitigation plans (sequence changes and any costs) for otherwise critical path delays. The ARCHITECT will evaluate the cost of mitigation versus the cost of extended project performance. The Contractor agrees to be bound by the Construction Manager’s revised, re-sequenced or optimized schedules, and agrees to make no claim for such.

F. In cases where the Contractor does not provide “Notice of Delay” for a delay event within the specified time limits, then it is mutually agreed that the delay event has no time impact on the contract completion date (or interim milestones) and no time extension is required.

The District shall not be liable for any acceleration costs due to the Contractor’s failure to comply with the contract requirements for requesting, documenting and demonstrating that a time extension is required for a delay event. The Contractor’s obligation to timely perform per the schedule will not be excused until time extension requests are approved by the ARCHITECT. The CMBS includes delays for anticipated precipitation, but not mud impacts. Hence the duration for activities will not be adjusted, that is until the actual amount of precipitation days exceed the anticipated precipitation days indicated in the NOAA chart, and/or the resulting mud impacts affect the critical path of the schedule.

G. The ARCHITECT will approve or reject the a Notice of Delay within seven (7) days after receipt unless subsequent meetings or negotiations are necessary.

013200 CONSTRUCTION SCHEDULES FOR “CM” PROJECTS
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H. Upon mutual agreement by the ARCHITECT and Construction Manager, the Monthly Schedule Updates shall include in the approved time extensions. No delay events that are the subject of a float consumption request or a time extension request will be incorporated into the Monthly Schedule Update until approved by the ARCHITECT.

I.	In the event of multiple delaying events, and upon approval through the Notice process, the delay events shall be updated into the current Monthly Schedule Update in the actual order of the delaying events.

J.	Early Completion Schedules:

1.	Early completion schedules may be prohibited due to certain physical or monetary constraints imposed upon the Owner.	If an early completion schedule is not prohibited, and is contemplated by the Contractor as part of its bidding strategy, it is hereby expressly understood by the Contractor that early completion schedules will only be acceptable under the condition that the schedule be reasonable and realistic, and if the Contractor certifies that it has included general conditions costs in its bid sufficient for the entire contractual time of performance. It is also understood, therefore, that no damages for delay will be recoverable if the project is prolonged beyond the early completion date, but still completed within the entire contract duration.

3.7	NO SEPARATE PAYMENT:

A. No separate payment will be made to the Contractor for any of the requirements of this section. All such costs shall be part of the Contractor’s planned project overhead costs included in its bid.

3.8	TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER:

A.Terms:

1.	“Inclement Weather” shall be considered as TEMPERATURE, PRECIPITATION (aka Rainfall & Rain Days) or FOG. The conditions for Inclement Weather are defined below, and valuations of Inclement Weather are listed in the Meteorological Data NOAA Chart. The OWNER reserves the right to update Meteorological Data included in the NOAA Chart, so that it reflects the most accurate data for the project site, site conditions and locality.

2.	 “Unusually Severe Weather” is more severe than the anticipated Inclement Weather for any given month.

3.	NOAA, is the National Oceanic and Atmospheric Administration

4.	“Mud” (aka Mud Days) shall be considered as muddy site conditions, which prohibit access to and around the project site, including access to the buildings. Mud is a direct result of precipitation, and for this reason Mud is treated different than precipitation. Mud, or muddy site conditions, will become a candidate for time extensions, only if the amount of precipitation exceeds that which is anticipated and considered normal “Inclement Weather” for a given month. The Contractor shall understand that even if the anticipated normal precipitation were exceeded for a given month, not all Mud Days are eligible for time extensions. Only a portion of the actual Mud Days will be considered for a time extension, of which they will be the percentage of actual precipitation that are above and beyond the anticipated normal precipitation or “Inclement Weather”: See “Unusually Severe Weather”. Also, precipitation and Mud need to affect the activities on the critical path in order for them to impact the project schedule. If precipitation and Mud do not affect the critical path of the project, there is no effect to the project and such conditions are not eligible for time extensions. Differing site soil conditions and drainage patterns will create individual variations in how “Mud” affects the site and the progress of the Work. It is the Contractors obligation to become aware of the site soil conditions, drainage patterns, and other elements that may affect the resulting impacts due to Mud.

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CONSTRUCTION SCHEDULES FOR “CM” PROJECTS PAGE 6

B. The provisions herein specify the procedures for the determination of excusable time extensions for unusually severe weather. Inclement Weather, using the NOAA data provided herein and resulting Mud impacts due to anticipated precipitation, shall be scheduled into the BPS. In order for the ARCHITECT to award a time extension under this clause, the Contractor must satisfy the following conditions.

C. The unusual weather experienced at the project site during the affected contract period must be found to be Unusually Severe Weather, that is, more severe than the anticipated Inclement Weather and Mud for any given month.

D. The Unusually Severe Weather must actually cause a delay to the completion of the Contract. The delay must be beyond the control and without the fault of negligence of the Contractor.

E. The following schedule of anticipated monthly Inclement Weather is based on National Oceanic and Atmospheric Administration (NOAA) data for the project location and shall constitute the baseline for evaluating weather-related time extensions. The Construction Manager progress schedule must include the effect of anticipated Inclement Weather and Mud in all weather dependent activities. Further, the Contractor’s bid shall include all costs for potential disruption as a result of anticipated Inclement Weather and Mud: Disruption to the project may involve cost and time impacts. The Contractor for each bid package, as it relates to that bid package, shall be responsible for all impacts resulting from the anticipated amount of Mud and Inclement Weather shown in the following NOAA Meteorological Data Chart. Impacts include, but are not limited to, de-watering, mucking, temporary weather protection, gravel roadways, equipment downtime, etc.

F. Upon Notice-to-Proceed (NTP) and continuing through the Contract duration, the Contractor shall record on the in writing to the CONSTRUCTION MANAGER and on the Contractor Daily Reports, each occurrence of Inclement Weather and Mud, and the resulting impact to the progress of scheduled work. Inclement Weather days will be as defined by the following NOAA data and will be counted chronologically from the first to the last day of each month, with each daily incidence of Inclement Weather being counted as a whole day. Once the number of days of anticipated Inclement Weather and Mud are exceeded in a given month, the Contractor will become eligible for an excusable, non-compensable time extension for Unusually Severe Weather. After anticipated Inclement Weather and Mud delays are exceeded, an Unusually Severe Weather delay day will occur when adverse weather prevents work on critical activities for more than fifty percent (50%) of the Contractor’s scheduled work day. Upon experiencing critical path delays due to Unusually Severe Weather, the Contractor shall seek a time extension from the ARCHITECT in written form. If the foregoing conditions are met, an excusable a non-compensable time extension will be granted. The Construction Manager will incorporate all approved schedule modifications into the current Monthly Schedule Update.

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G.Meteorological Data Chart 1

Meteorological Data for Fresno, California Normals, Means and Extremes

Month
	TEMPERATURE (degrees F)
	PRECIPITATION***
	FOG
	
	Normal
	Extremes
	Mean* Number Calendar /Work Days per month
	
Normal (in)
	Mean**Number Calendar /Work Days per month
	
	Daily Max
	Daily Min
	Record Highest
	Record Lowest
				
Jan
	54.1
	37.4
	78
	19
	7.5/5.4
	1.96
	11.8/8.4
	
Feb
	61.7
	40.5
	80
	24
	7.1/5.1
	1.8
	6.0/4.3
	
Mar
	66.6
	43.4
	90
	26
	7.1/5.1
	1.89
	1.7/1.2
	
Apr
	75.1
	47.3
	100
	32
	4.1/2.9
	0.97
	0.3/0.2
	
May
	84.2
	53.7
	107
	36
	1.9/1.4
	0.3
	0.1/0.1
	
Jun
	92.7
	60.4
	110
	44
	0.7/0.5
	0.08
	0.0/0.0
	
Jul
	98.6
	65.1
	112
	50
	0.2/0.1
	0.01
	0.0/0.0
	
Aug
	96.7
	63.8
	111
	49
	0.3/0.2
	0.03
	0.1/0.1
	
Sep
	90.1
	58.8
	111
	37
	1.0/0.7
	0.24
	0.1/0.1
	
Oct
	79.7
	50.7
	102
	27
	2.2/1.6
	0.53
	0.9/0.6
	
Nov
	64.7
	42.5
	89
	26
	5.2/3.7
	1.37
	5.8/4.1
	
Dec
	53.7
	37.1
	76
	18
	6.7/4.8
	1.42
	12.1/8.6
	
Year
					44.1/31.5
	10.6
	38.8/27.7

Source: NOAA, National Oceanic and Atmospheric Administration *	Precipitation of .01 inches or more
**	Heavy Fog visibility ¼ mile or less *** Refer to term Mud, for Mud impacts.

END OF SECTION

1	 Above data is subject to change, based upon the locality of the project. Contractor shall assemble the data and submit to Architect for confirmation, review and modifications: Obtain data from NOAA (704) 271-4800, WWW.NCDC.NOAA.GOV

015000 TEMPORARY FACILITIES AND CONTROLS
PAGE 1

SECTION 01500 – TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1	SUMMARY

A.	This Section includes the following:
1.	Provide all material, labor, equipment and services necessary to completely install all materials, accessories and other related items necessary to complete the Project as indicated by the Contract Documents.

B.	 Related Sections: The following Project Manual Sections contain requirements that relate to this section: 1.	ALL DIVISIONS.

1.2	QUALITY ASSURANCE

A.	Regulatory Requirements:
1.	 In accordance with Specification Section - REGULATORY REQUIREMENTS, and the follow-ing:
a.	CARB	Materials and equipment used for this Project shall comply with the current appli-cable regulations of the California Air Resources Board [CARB] and the Envi-ronmental Protection Agency [EPA]. Regulatory changes may affect the formula-tion, availability, or use of the specified coatings

1.3	PROJECT CONDITIONS OR SITE CONDITIONS

A.	Environmental requirements:
1.	Dust control: Perform work in a manner as to minimize the spread of dust and flying particles. Thoroughly moisten all surfaces as required to prevent dust from being a nuisance to the public, neighbors and concurrent performance of other on-site work.
a.	 The Construction Manager shall prepare a Dust Prevention and Control Plan and obtain re-view and approval of the Air Pollution Control District (APCD) and the Architect in the ar-ea where the Project is located prior to beginning Construction. The Prime Contractor(s) shall abide by and implement the plan as it relates to its own work.
b.	 The Plan shall specify the methods of control that will be utilized, demonstrate the availa-bility of needed equipment and personnel, and identify a responsible individual who, if needed, can authorize implementation of additional measures. Construction will comply with all applicable elements of the APCD's Regulations. The Dust Prevention and Control Plan shall include the following:
1)	Prior to construction:
a)	All material excavated or graded shall be sufficiently watered to prevent ex-cessive amounts of dust.
b)	 All clearing, grading, earth moving, or excavation shall cease during periods of high winds when dust control measures are unable to avoid visible dust plumes.
c)	 All material transported off site shall be either sufficiently watered or secure-ly covered to prevent excessive amounts of dust.
d)	 The area disturbed by clearing, earth moving, or excavation activities shall be minimized at all times.
2)	During construction all portions shall be sufficiently watered to prevent excessive amounts of dust. Such wetting shall only be to the extent required to keep the soil particles in a moist condition and not to the extent that erosion of surface soils oc-curs.

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015000
TEMPORARY FACILITIES AND CONTROLS PAGE 2

3)	To control general fugitive dust:
a)	On-site vehicle speed shall be limited to 15 MPH.
b)	 All areas with vehicle traffic shall be watered periodically for stabilization of dust emissions.
c)	 During rough grading and construction, streets adjacent to the project site shall be cleaned as required to remove silt which may have accumulated from construction activities.
2.	Burning: No burning will be allowed on-site. 3.	Noise Control:
a.	Stationary noise sources shall be of a low-noise emission design, consistent with the best available noise reduction technology.
b.	 The hours of operation of noise-generating equipment shall be restricted to 6:00 a.m. to 7:00 p.m. Monday through Friday, and to 8:00 a.m. to 6:00 p.m. on Saturday and Sunday.
c.	Mufflers shall be required on all gas and diesel-powered equipment.

B.	Existing Conditions:
1.	Examine site and compare it with the drawings and specifications. Thoroughly investigate and verify conditions under which the work is to be performed. No allowance will be made for extra work resulting from negligence or failure to be acquainted with all available information concern-ing conditions necessary to estimate the difficulty or cost of the work.
2.	Conduct work so as not to interfere unnecessarily with adjacent roads, streets, drives and walks. 3.	Cultural Resources:
a.	The Prime Contractor(s) is advised of the possibility that cultural resources may be discov-ered during project activities.
b.	If any cultural or paleontological materials are uncovered during project activities, work in the area or any area reasonably suspected to overlie adjacent remains shall be stopped and the Architect advised of the discovery. The Architect will notify the appropriate agency and the work shall remain stopped until professional cultural resources evaluation and/or data recovery excavation can be planned and implemented. Appropriate measures to pro-tect remains from accidents, looting, and vandalism shall be implemented immediately on discovery.
c.	If human remains are discovered, the work in the area or any area reasonably suspected to overlie adjacent remains shall be stopped and the County Coroner and the Architect shall be notified immediately. Appropriate measures to protect remains from accidents, looting, and vandalism shall be implemented immediately on discovery. The work shall remain stopped until professional cultural resources evaluation and/or recovery excavation can be planned and implemented.
4.	Site Access:
a.	The grading and preparation of the Contractors Storage and Staging area shall be per-formed in accordance with the requirements of the Storm Water Pollution Prevention Plan (SWPPP), if any. If no SWPPP is required, then allow site access in accordance with local governmental requirements. Site access (and their requirements) shall be maintained for the duration of the work or this Project.
5.	Traffic Control:
a.	Conduct Work so as not to interfere unnecessarily with adjacent roads, streets, drives and walks and as required by local authorities. Provide and maintain access facilities as re-quired to perform Work. Repair all damage as a result of Work performed on Project to adjacent roads, streets, drives and walks. Restore to condition as good as existed at com-mencement of the Work.
b.	 The Prime Contractor(s) shall prepare a Traffic Control Plan and obtain review and ap-proval of the Plan by the local City Engineer or County Engineer, as appropriate, prior to beginning Construction. The Prime Contractor(s) shall abide by and implement the plan as it relates to its own work.

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015000 TEMPORARY FACILITIES AND CONTROLS
PAGE 3

1)	 The Plan shall include information on construction timing and phasing, and the pro-posed methods of alleviating potential hazardous and/or inconvenient conditions. Such methods can include, but are not limited to, the use of flagmen, barricades, signs, warning lights, detours, phased lane closures, coordination with adjacent property owners, and coordination with law enforcement, fire protection and other emergency service agencies.

PART 2 - PRODUCTS

2.1	EQUIPMENT

A.	General:
1.	The following list of facilities and services shall be provided and maintained throughout the con-struction period by the Prime Contractor(s) or unless specifically noted otherwise. The Prime Contractor(s) shall assume all responsibility for the provision and maintenance of these facilities and services and for the provision of public safety where the operations under this contract inter-face with public areas.

B.	Temporary Heat/Ventilation:
1.	The Prime Contractor(s) shall provide temporary heat required by their construction activities, for curing or drying of completed installations or protection of installed construction from adverse ef-fects of low temperatures or high humidity. Select UL or FM approved equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventila-tion requirements to produce the ambient condition required and minimize consumption of energy. a.	Heating Facilities: Except where use of the permanent system is authorized, provide vented
self-contained LP gas or fuel oil heaters with individual space thermostatic controls.
b.	 Use of gasoline-burning space heaters, open flame, or salamander type heating units is pro-hibited.
2.	Provide as required to maintain specified conditions for construction operations to protect materi-als and finishes from damage due to temperature or humidity. (HVAC Bid Package)
3.	 Prior to operation of permanent facilities for temporary purposes, verify that installation is ap-proved for operation, and that filters are in place. Provide and pay for operation, maintenance. (HVAC Bid Package)
4.	Provide ventilation of enclosed areas to cure materials, to disperse humidity, and to prevent accu-mulations of dust, fumes, vapors, or gases for own work.

C.	Water:
1.	Provide service required for own construction operations.

D.	Storm Water during Construction:
1.	Grade site to drain. Maintain excavations free of water. Provide and operate pumping equipment for own work. The Owner will provide for general water control on site.

E.	Electrical Service:
1.	The Owner will provide general lighting for the project.
2.	The Prime Contractor(s) shall provide service required for construction operations, with branch wiring and distribution boxes located to allow service and lighting by means of construction-type power cords AS NOTED IN THE SUMMARY OF WORK.
3.	The Prime Contractor(s) shall provide lighting for construction operations for own work.
4.	Permanent lighting may be used during construction. Maintain lighting and make routine repairs.

F.	Communications:
1.	Telephone(s):

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015000
TEMPORARY FACILITIES AND CONTROLS PAGE 4

a.	Provide telephone service for own work.

G.	Sanitary Facilities:
1.	The Owner will provide and maintain sanitary facilities.

H.	Access Facilities:
1.	 All weather roads and lay down areas will be provided and maintained by the Owner as shown in the access plan. All other provisions for access (and removal of same) to areas of the site not shown shall be the responsibility of the Prime Contractor(s) at no additional cost to the Owner.
2.	 Provide such access facilities to the construction areas as are necessary and required for carrying on the work and they shall be kept passable at all times.
3.	 The Prime Contractor(s) shall be responsible for any damage to streets, curbs and sidewalks due to the use of such facilities, and such damaged portions shall be repaired as required to place them in as good condition as existed before commencement of the work.
4.	 Prime Contractor(s) shall comply in every respect with applicable Building Codes regarding the use of public streets and sidewalks and the proper barricading and lighting of public thoroughfares surrounding their construction activities.

I.	Field Offices and Sheds:
1.	Office: Provide and maintain as required for own work. 2.	Storage Sheds for Tools, Materials, and Equipment:
a.	 Weather-tight, with adequate space for organized storage and access, and lighting for in-spection of stored materials.

J.	Project Signs:
1.	 The Construction Manager shall furnish and erect at location as directed by the Architect one sign board:
a.	Approximately 4 feet x 8 feet, fabricated of 3/4 inch exterior grade plywood with a sturdy frame attached to 4 inch x 4 inch x 14 foot redwood posts set 4 feet in the ground mini-mum, and substantially braced.
2.	The sign to be painted on signboard shall be of design in 4 colors as directed by the Architect. 3.	Lettering shall be of style shown, neatly executed by a skilled sign painter.
4.	The information to be lettered on sign shall be as furnished by the Architect.
5.	Sign will include the names of the Prime Contractors, the Owner, the Architect, and the project designation.
6.	No other signs will be allowed on the Project.

K.	Material and Equipment incorporated into the work:
1.	Conform to applicable specifications and standards.
2.	Comply with size, make, type and quality specified, or as specifically approved in writing by the Architect.
3.	Manufactured and Fabricated Products:
a.	Design, fabricate and assemble in accord with the best engineering and shop practices.
b.	Manufacture like parts of duplicate units to standard sizes and gages, to be interchangeable. c.	Two or more items of the same kind shall be identical, by the same manufacturer
d.	Products shall be suitable for service conditions.
e.	Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing.
4.	Do not use material or equipment for any purpose other than that for which it is designed or is specified.
5.	Manufacturer’s Instructions of Materials and Equipment:
a.	When Contract Documents require that installation of work shall comply with manufactur-er's printed instructions, obtain and distribute copies of such instructions to parties involved in the installation, including two copies to Architect.

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015000 TEMPORARY FACILITIES AND CONTROLS
PAGE 5

1)	Maintain one set of complete instructions at the job site during installation and until completion.
b.	Handle, install, connect, clean, conditions and adjust products in strict accord with such in-structions and in conformity with specified requirements.
1)	Should job conditions or specified requirements conflict with manufacturer's in-structions, consult with Architect for further instructions. -
2)	Do not proceed with work without clear instructions. .
c.	Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by Contract Docu-ment.

PART 3 - EXECUTION

3.1	EXAMINATION

A.	Site verification of conditions:
1.	Report unacceptable conditions to the Architect. Do not begin work until unacceptable conditions have been corrected.
2.	Execution of work under this specification section shall constitute acceptance of existing condi-tions.

3.2	PREPARATION

A.	Surface preparation:
1.	The Prime Contractor(s) shall protect certain trees as indicated on the drawings and remove other trees, stumps, shrubs, grass, debris, concrete and asphaltic concrete walks, and paving to the extent indicated on the drawings; and any other obstruction on the site before proceeding with the Work.
2.	Unless otherwise indicated, all such items shall be disposed of by the Prime Contractor(s) away from the premises.
3.	Prior to starting Work, the Prime Contractor(s) shall notify the Architect of his intent to com-mence work. Hose bibbs, utility lines, etc., to be abandoned within the construction area shall be removed by the Prime Contractor(s) and stubbed off outside the limits of construction.
4.	 Refer to drawings showing utilities to remain within the construction area and special construction indicated for their protection.
a.	If, during excavation of site, utility lines are uncovered (water, electric, sewer, etc.) not shown on the drawings, Work must stop and Architect notified promptly for his review and action.

B.	Transportation and Handling of Materials and Equipment:
1.	Arrange deliveries of products in accordance with the Construction Manager’s construction schedules, and coordinate to avoid conflict with work and conditions at the site.
a.	Deliver products in undamaged condition, in manufacturer's original containers or packag-ing, with identifying labels intact and legible.
b.	Immediately on delivery, inspect shipments to assure compliance with requirements of Contract Documents and approved submittals, and that products are properly protected and undamaged.
2.	 Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging.

C.	Storage and Protection of Materials and Equipment:
1.	Store products in accordance with manufacturer's instructions, with seals and labels intact and leg-ible.
a.	Store products subject to damage by the elements in weathertight enclosures.

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015000
TEMPORARY FACILITIES AND CONTROLS PAGE 6

b.	Maintain temperature and humidity within the ranges required by manufacturer's instruc-tions.
2.	Exterior Storage:
a.	 Store fabricated products above the ground, on blocking or skids, to prevent soiling or staining. Cover products which, are subject to deterioration with impervious sheet cover-ings, provide adequate ventilation to avoid condensation.
b.	Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign matter.
3.	Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions, and free from damage or deterioration. -
4.	Protection After Installation:
a.	Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed.

3.3	CONSTRUCTION

A.	General:
1.	Perform Work and provide and maintain services and facilities in accordance with the require-ments of all regulatory agencies having jurisdiction.
2.	Remove services, facilities and temporary connections upon completion of the Project.
3.	Services to be provided and maintained from commencement of Work until final acceptance.

B.	Use of Property:
1.	Contractors shall cooperate with other contractors and the Owner in the use of the site facilities and shall adjust their operations to maintain harmonious relations and uninterrupted progress of the Work.

3.4	FIELD QUALITY CONTROL

A.	Site Grades, Lines and Levels:
1.         Locations and elevations of the structure to be built under this contract are shown on the drawings. a.         If any inconsistency therein is not brought to the attention of the Architect, in writing, prior
to commencement of structural operations, the Prime Contractor(s) shall be held responsi-ble for the proper locations and elevations as intended.
2.	Elevations shown for various parts of the Work refer to an established bench mark elevation.
a.	 The Prime Contractor(s) shall lay out the work and establish necessary markers, bench marks, batter boards and stakes, and shall be responsible for the accuracy of same.
b.	 The Prime Contractor(s) shall lay out the exact location of all partitions as a guide to all trades and to other contractors.

3.5	CLEANING

A.	 The Prime Contractor(s) shall at all times keep the premises free from accumulations of waste materials or rubbish caused by its employees or Work. At the completion of the Work, the Prime Contractor(s) shall remove all rubbish from and about the building and all tools, scaffolding and surplus materials and shall leave the Work "broom clean" or its equivalent.
1.	Control accumulation of waste materials and rubbish; periodically dispose of off-site.
2.	Clean interior areas prior to start of finish work; maintain areas free of dust and other contami-nants during finishing operations.

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015000 TEMPORARY FACILITIES AND CONTROLS
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3.	Keep project site and interior of building free of waste materials and rubbish that might pose a threat to persons on the job site.

B.	Removal:
1.	Remove temporary materials, equipment, services, and construction prior to Substantial comple-tion inspection.
2.         Clean and repair damage caused by installation or use of temporary facilities. 3.         Remove underground installations to a depth of 2 feet; grade site as indicated.

3.6	PROTECTION

A.	The Owner will provide general barriers to prevent public entry such as fencing.
1.	 Provide temporary weather-tight closures of openings in exterior surfaces to provide acceptable working conditions and protection for materials, to allow for temporary heating, and to prevent en-try of unauthorized persons.

B.	The Owner will carry a “Builder’s Risk Policy” for its own protection.
1.	 Prime Contractor(s) shall provide security program and facilities to protect their work, from unau-thorized entry, vandalism, and theft. Damages to project before Notice of Substantial Completion will be the Prime Contractor(s) responsibility.

C.	Prime Contractor(s) is to furnish, install and remove all barriers necessary for safety and protection of the work, materials, equipment and tools.
1.	Provide temporary protection for installed products. Control traffic in immediate area to mini-mized damage.
2.	Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. Protect fin-ished floors and stairs from traffic, movement of heavy objects, and storage.
3.	Prohibit traffic and storage on waterproofed and roofed surfaces, on lawn and landscaped areas.

D.	Install and maintain shelter as may be necessary to protect completed Work and existing structures from damage and disfigurement by the elements and other natural causes.

E.	Any portion of Work damaged or disfigured prior to final acceptance shall be properly, neatly and satis-factorily reconstructed or repaired and the Project left without defects at final acceptance.

END OF SECTION

01500 Temp Facilities-                                                                                                                                              Created on 9/14/2007 8:05:00 PM Last printed 10/18/2023 11:39:00 AM

017839 PROJECT RECORD DOCUMENTS
PAGE 1

SECTION 017839 – PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 DESCRIPTION:

A.	 Work Included: Provide all material, labor, equipment and services necessary to maintain and revise all record documents and other related items necessary to complete the Project as indicated by the Contract Documents unless specifically excluded.

1.2	SUMMARY

A.	This Section includes the following:
1.	Provide all material, labor, equipment and services necessary to completely install all materials, accessories and other related items necessary to complete the Project as indicated by the Contract Documents.

B.	Related Sections: The following Sections contain requirements that relate to this Section:
1.	Drawings and general provisions of the Contract, including General and Special (or Supplemen-tary) Conditions and Division 1 Specification Sections, and the following apply to this Section.
a.	ALL DIVISIONS

1.3	DEFINITIONS

A.	 “AS-BUILT” DRAWINGS: One (1) set of Project Documents shall be used for recording as-built infor-mation. This set is defined as the “Rough Mark-ups” during the course of construction.

B.	“PROJECT RECORD” DRAWINGS: One	(1)	set	of	Project	Documents	stored	at	the CONSTRUCTION MANAGER’S office shall be used for recording information from the “As-Built” Drawings to the “ Project Record” Drawings. The information provided on the “Project Record” Draw-ings shall be the same information as indicated on the “As-Built” Drawings, but the information shall be neatly drafted and capable of being reproduced or photocopied. The Project Record Drawings are the fi-nal, clearly drafted, cleaned-up “As-Built” set.

1.4	MAINTENANCE OF DOCUMENTS:

A.	Maintain at job site one copy of the following: 1.	Contract Drawings.
a.	“As-Built” Record Drawings. b.	“Project Record” Drawings.
2.	Project Manual/Specifications. 3.	Addenda.
4.	Reviewed shop drawings/ 5.	Change Orders.
6.	Other modifications to Contract. 7.	Field test records.

B.	Store documents in field office apart form documents used for construction.

C.	Provide files and racks for storage of documents.

D.	File documents in accordance with Project Filing Format or Uniform Construction Index.

E.	Maintain documents in clean, dry, legible condition.

F.	Do not use record documents for construction purposes.

01789 Project Record Documents-
Revised / Last printed 10/18/2023 11:28:00 AM

10/18/23 11:28 AM

017839
PROJECT RECORD DOCUMENTS PAGE 2

G.

1.5

A.

B.

C.

D.

E.

F.

G.

H.

I.

1.6

A.

10/18/23 11:28 AM

Make documents available at all times for inspection by Architect, Owner and Owner’s Inspector.

RECORDING ON CONTRACT DOCUMENTS:

Provide red pencil or ink (contrasting color) for all marking of the “As-Built” and Drawings. The time re-quired for transferring the documentation shall be part of the “Contractor’s Overhead Expense”.

For all Electrical, Mechanical, Fire Sprinkler, Plumbing and Structural steel drawings: Provide 1 set of hard copy and 1 set of electronic record documents for all work associated with the package. Drawings shall be computer drawn format with color delineation of utilities for clarity if necessary.

Label each document “As-Built” respectively in 1-inch high printed letters.

Keep record documents current. The contractor is responsible for updating and transfer of information to the Project Record Set.
1.	“Project Record” Drawings shall be kept current at all times. The Project Inspector will review the “Project Record” Drawings for the Architect at the time Payment Requests are processed. Should the “Project Record” Drawings not be current and up to date in relation to the “As-Built” set, the Architect reserves the right to hold the Payment Request until compliance with the Contract Doc-uments has occurred.

Do not permanently conceal any work until required information has been recorded.

Legible mark the “Project Record” documents in the same quality as the Original Contract Documents as a record of actual construction for:
1.	Elevation for finish grade for all points indicated on Site Grading Plan.
2.	Depths of various elements of foundation in relation to first floor finish elevation.
3.	 Horizontal and vertical location of underground utilities and appurtenances referenced to visible and accessible features of structure.
4.	Location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure.
5.	Field changes of dimension and detail.
6.	Changes made by Change Order or other modification document. 7.	Details not on original Contract Documents

Specifications and Addenda: Legibly mark up in the same quality as the Original Contract Documents each section to record:
1.	Manufacturer, trade name, catalog number and supplier of each product and item of equipment ac-tually installed.
2.	Changes made by Change Order or other modification document. 3.	Other matters not originally specified.

Shop Drawings: Maintain like the “Project Record” Drawing documents and legibly mark up in the same quality as the Original Contract Documents shop drawings to record changes made after review.

Project Record Drawings: The construction manager will store the record documents in the CM jobsite office.
1.	The time required for transferring the documentation shall also be part of the Contractor’s over-head expense.
2.	 The Contractor shall transfer all changes, notations, etc. from the “Project Record” Drawings to the xerographic drawings in the same quality as the Original Contract Documents.

SUBMITTAL:

Prior to final Application of Payment, complete “As-Built” documents, completed Specifications and Addenda documents, completed Shop Drawings documents and submit to the Construction manager.

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017839 PROJECT RECORD DOCUMENTS
PAGE 3

B.	Accompany submittal with transmittal letter, in duplicate containing: 1.	Date.
2.	Project title and number.
3.	Contractor’s name and address.
4.	Title and number of each record document.
5.	Certification that each document as submitted is complete and accurate. 6.	Signature of Contractor.

PART 2 - PRODUCTS

As described in Part 1.

PART 3 - EXECUTION

As described in Part 1.

END OF SECTION

01789 Project Record Documents-
Revised / Last printed 10/18/2023 11:28:00 AM

10/18/23 11:28 AM

1/6" 1/4"     1/2"
1"
2"
3"
0"

HERNDON AVE.
30' - 0"
CLR.
0' - 0" MIN.
B
LIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTION
CV
F.H.
GRID B2
25' - 0"
40' - 0"
32.17
32.12
F.H.
FUTURE
32.65
No. C38732
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NG INEERS CONNECTED
TETER
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TETER, INC.
DRAWINGTITLE
DATE
DESCRIPTION
MARK
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
prior written authorization.
any other project without
in whole or in part, for
service, is not to be used
OVERALL SITE PLAN
ONLINE SCHOOL & SPECIAL EDUCATION
7/17/23
ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT
CLOVIS, CA
DSA BACKCHECK
2
3
3

45' - 0"
	45' - 0"
	TO GRID A5

					
	75' - 0"

FUTURE BLDG C (N.I.C)
		
30,000 SF

		
2"(2)
	
2
				
TO

			

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GN

BLDG B
IAL EDUC MINISTRAT
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Elizabeth.Contr_TETR\Documents\12242-A-DO_SITE_eliz.contreras.rvt

PARKING ANALYSIS

VEHICLE PARKING: 	BUILDING A - ONLINE SCHOOL (PARKING C AND D):	CLEAN AIR/VAN POOL/EV PARKING:	76' - 6"
2019 CBC 11B-208.2: WHERE MORE THAN ONE PARKING FACILITY IS PROVIDED	TOTAL BUILDING AREA: 27,399 SQ. FT.	CA/VP/EV SPACES REQUIRED (2019 CAL GREEN TABLE 5.106.5.2):	LIMIT OF CONSTRUCTION ON A SITE, THE NUMBE OF ACCESSIBLE SPACES SHALL BE CALCULATED FOR                                                                                                                                                                                     16 SPACES (8% OF TOTAL PARKING)
EACH PARKING FACILITY.	CALCULATED OFFICE AREA: 21,296 SQ. FT.
OFFICE AREA/ PARKING RATIO: 1 SPACE/250 SQ. FT.	FUTURE EV CHARGING ACCESSIBLE SPACES REQUIRED (2019 CBC-11B-228.3.2.1): PARKING A	2019 CBC 11B 502.1                                                                                                                                                                                                                                                         2 SPACES
CALCULATED EDUCATION AREA: 6,103 SQ. FT.	1 - STANDARD ACCESSIBLE PARKING SPACE PROVIDED STANDARD SPACES	66	EDUCATION AREA/PARKING RATIO: 1 PER 8 STUDENTS	1- VAN ACCESSIBLE PARKING SPACE PROVIDED
ACCESSIBLE SPACES	3	(2 ACCESSIBLE, 1 VAN)     
TOTAL PARKING REQUIRED (PER CITY OF CLOVIS ZONING ORDINANCE):	FUTURE EV CHARGING STATIONS REQUIRED (2019 CAL GREEN TABLE 5.106.5.3.3) TOTAL PARKING	69	21,296 SF / 250 = 85 STALLS                                                                                                          12 SPACES (6% OF TOTAL PARKING)
100 STUDENTS / 8 = 13 STALLS
PARKING B	2019 CBC 11B 502.1	TOTAL = 98 STALLS	QUALIFICATION FOR FUTURE CHARGING SPACES:(CAL GREEN 5.106.5.2)
16 CA/VP/EV SPACES REQUIRED - 12 FUTURE EV CHARGING STANDARD SPACES	37	BUILDING B - SPECIAL EDUCATION ADMINISTRATION (PARKING A AND B)	DESIGNATED = 4 CA/VP/EV SPACES PROVIDED FOR THIS PROJECT
ACCESSIBLE SPACES	2	(1 ACCESSIBLE, 1 VAN)     
TOTAL BUILDING AREA: 24,167 SQ. FT.	BICYCLE PARKING:
TOTAL PARKING	39
OFFICE AREA/ PARKING RATIO: 1 SPACE/250 SQ. FT.	PER CAL GREEN 5.106.4.2:
PARKING C	2019 CBC 11B 502.1
TOTAL PARKING REQUIRED (PER CITY OF CLOVIS ZONING ORDINANCE):	STUDENT BICYCLE PARKING PROVIDED AT ONLINE SCHOOL BUILDING: STANDARD SPACES	16	24,167 SF / 250 = 97 STALLS                                                                                                          8 PERMANENTLY ANCHORED
ACCESSIBLE SPACES	1	(1 VAN)	                                                                                                                                                                                  STAFF BICYCLE PARKING PROVIDED AT BOTH BUILDINGS:	32.19 2 PERMANENTLY ANCHORED AT EACH BUILDING
TOTAL PARKING	17
PER CAL GREEN 5.106.4.2.2 STAFF BICYCLE PARKING PROVIDED WITHIN BOTH PARKING D	2019 CBC 11B 502.1	BUILDINGS - LOCKABLE BICYCLE ROOMS WITH PERMANENTLY ANCHORED RACKS
(BUILDING A: ROOM #A80; BUILDING B: ROOM #B61)
STANDARD SPACES	70
ACCESSIBLE SPACES	4	(3 ACCESSIBLE, 1 VAN)     
TOTAL PARKING	74

OVERALL TOTAL PARKING PROVIDED         199 OVERALL TOTAL PARKING REQUIRED         195

TEMPORARY POWER PLAN	KEYNOTE LEGEND FOR                         1 - TRANSFORMER
301 N FOWLER AVE 110	2 - ELECTRICAL PANEL &	3 - TEMP POWER BOX
301 N FOWLER AVE 120	4 - 2" CONDUIT

1           4 C2.1 A101
DEMO PROPOSED	1	BLDG D (N.I.C) 30,000 SF
42' - 3"	+/- 86' - 9"
32.65	3	4	FUTURE PHASE 7.67 ACRES

PARKING A

PARKING B

4

F.H.

F.D.C	P.I.V
CV P.I.V	F.D.C
SAFE DISPERSAL TO
PUBLIC RIGHT OF WAY	4

PARKING C

M        W
D.F		PARKING D GN
FUTURE BLDG A	BLDG E (N.I.C)
PHASE 1	ONLINE SCHOOL GN	30,000 SF 8.94 ACRES                                                                                                                                               G                         D.F
GN	D.F

B G

TO GRID AA

NORTH        PROJECT NORTH

KEYNOTES 00.00

32.12      FAN TYPE CURB RAMP, SEE CIVIL 32.17      V-GUTTER, SEE CIVIL
32.19      CONCRETE GUTTER, SEE CIVIL
32.65      CHAIN LINK FENCING, 8 FT HIGH, WITH CHAIN LINK LID SEE DETAIL 21 / A111

LEGEND

FUTURE BUILDING NOT INCLUDED IN SCOPE OF WORK

PROPOSED BUILDINGS IN THIS APPLICATION

FIRE ACCESS LANE W/ UNOBSTRUCTED WIDTH OF 20'-0" MIN. AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13'-6" MIN. HEAVY DUTY PAVING SECTION CAPABLE OF SUPPORTING FIRE APPARATUS LOAD (PER CIVIL)
ASPHALT PAVING 150,016 SF - SEE CIVIL

LOW WATER USE PLANTER AREAS 84,016 SF, SEE LANDSCAPE
MODERATE WATER USE PLANTER AREAS 5,086 SF, SEE LANDSCAPE
MODERATE WATER USE - 100% BERMUDA GRASS SOD 12,683 SF, SEE LANDSCAPE
RETENTION BASIN PLANTED AREAS - LOW WATER USE 1,646 SF, SEE LANDSCAPE
RETENTION BASIN COBBLE MULCH AREA 1,714 SF, SEE LANDSCAPE
CONCRETE PAVING 49,082 SF, SEE CIVIL DRAWINGS FOR CONCRETE FINISH

W M GN	ACCESSIBLE WOMEN'S/MEN'S/GENDER NEUTRAL RESTROOMS

D.F./B.F.	ACCESSIBLE DRINKING FOUNTAIN/BOTTLE FILLER

LS	LANDSCAPE AREA, SEE LANDSCAPE.

LIGHT POLE, SEE ELECTRICAL.

F.H.	FIRE HYDRANT, SEE CIVIL.
F.D.C	FIRE DEPARTMENT CONNECTION, SEE CIVIL.
P.I.V	POST INDICATOR VALVE, SEE CIVIL.
C.V	CHECK VALVE, SEE CIVIL.
FIRE LANE. CURB PAINTED RED (TOP AND SIDE). STENCILED "FIRE LANE" IN 3 INCH WHITE LETTERS EVERY 50 FEET
EASEMENT
ASSUMED PROPERTY LINE
PROPERTY LINE
ACCESSIBLE ROUTE
(2019 C.B.C. SECTION 11B-206)
THE ACCESSIBLE ROUTE IS A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ACCESSIBLE ELEMENTS AND SPACES OF AN ACCESSIBLE SITE, BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A DISABILITY USING A WHEELCHAIR, AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES. ACCESSIBLE ROUTES SHALL COMPLY WITH CBC 11B-402. IN GENERAL, EXTERIOR ACCESSIBLE ROUTES SHALL COMPLY WITH THE FOLLOWING: SHALL BE STABLE, FIRM, AND SLIP RESISTANT; HAVE A 1:20 MAXIMUM RUNNING SLOPE FOR WALKS; HAVE A 1:12 MAXIMUM SLOPE FOR RAMPS AND CURB RAMPS; HAVE A 1/4:12 MAXIMUM CROSS SLOPE; HAVE A 48” MINIMUM WIDTH; HAVE NO VERTICAL OFFSETS GREATER THAN 1/4”; OFFSETS BETWEEN 1/4” AND 1/2” SHALL BE BEVELED WITH A SLOPE NOT EXCEEDING 1V:2H; HAVE NO OPENINGS ALLOWING THE PASSAGE OF A 1/2” DIAMETER SPHERE; ELONGATED OPENINGS SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL; HAVE A MINIMUM 6” HIGH CURB OR GUARDRAIL AT EDGES WHERE THE DROP OFF EXCEEDS 4” EXCEPT WHERE ADJACENT TO VEHICULAR WAYS; BE FREE OF ELEMENTS PROJECTING MORE THAN 4” FROM WALLS BETWEEN 27” AND 80” ABOVE THE WALKING SURFACE; AND HAVE 80” MINIMUM VERTICAL CLEARANCE.

GENERAL NOTES

A. THE CONTRACTOR SHALL ACCEPT THE SITE IN ITS PRESENT CONDITION & DEMOLISH AND/OR REMOVE FROM THE AREA OF THE PROJECT ALL STRUCTURES, BOTH SURFACE & SUBSURFACE, TREES, BRUSH, ROOTS, DEBRIS, ORGANIC MATTER, & ALL OTHER MATTER DETERMINED BY THE INSPECTOR TO BE DELETERIOUS. SUCH MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR.
B. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED & SHEETED SO THAT THE EARTH WILL NOT SLIDE OR SETTLE & SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. WHERE THE EXCAVATION FOR A CONDUIT TRENCH, AND/OR STRUCTURE IS FIVE FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, WHICH SHALL CONFORM TO THE APPLICABLE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS.
C. FINISH GRADE SHALL HAVE A 1.5% SLOPE AWAY FROM THE BLDG. FOR A DISTANCE NOT LESS THAN 5'-0" FROM THE BLDG.
D. EXISTING UNDERGROUND UTILITIES & IMPROVEMENTS ARE SHOWN IN THEIR APPROX. LOCATIONS BASED UPON RECORD INFO. AVAILABLE TO THE ARCHITECT AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD & NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFO. SHOWN. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL UNDERGROUND SERVICE ALERT (U.S.A), 1-800-642-2444.
E. ALL SITE CONC. CURBS, GUTTERS, DRIVE APPROACHES, & WALKS SHALL BE CLASS "B" CONC. (5 SACK MIX) WITH A MAX. SLUMP OF 5" & A 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI.
F. PROPERTY DIMENSIONS AS SHOWN ARE BASED ON RECORD INFO. & SHOULD BE FIELD VERIFIED BY A PROPERTY SURVEY PRIOR TO CONSTRUCTION.
G. EXTERIOR CONC. LANDINGS AT DOORS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN DOORWAY THRESHOLD WITH 1/4 INCH PER FOOT SLOPE MAX.
H. SEE CIVIL FOR A.C. & CONC. PAVING SECTIONS, AND CURB DETAILS. FOR ALL OFF-SITE IMPROVEMENTS (I.E. SIDEWALK ALONG FOWLER AVENUE) REFER TO CIVIL AND CITY OF CLOVIS STANDARD DETAILS.
I.     REFER TO CIVIL, LANDSCAPE, PLUMBING & ELECTRICAL FOR UTILITY INFORMATION. CONTRACTOR TO COORDINATE ALL TRADES TO MAINTAIN PROPER CLEARANCES & AVOID CONFLICTS.
		
\\tetr-file1\Users\E

				
PLOT DATE:7/20/2023 1:24:09 PM
				
	OVERALL SITE PLAN	1" = 50'-0"
	10

PROJECTNO.

12242.00

DRAWING

AD3-CM01

prior written authorization.
any other project without
ENLARGED MECHANICAL FLOOR PLAN - BUILDING A NORTH
7/17/23     DSA BACKCHECK

IDU
E
E
D
275 CFM
E	D	E
275 CFM
12"x10"
E
D	D
270 CFM	275 CFM
D
235 CFM
800 CFM
MARK	DATE	DESCRIPTION
property rights in these
copyright and other
reserves its common law
Teter, LLP expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
in whole or in part, for
service, is not to be used

	
E

						
derstrom_TETR\Documents\12242-M-DO_BLDG-A_matt.soderstrom.rvt

AC	AD	AE	AF	AG	AH	AI	AJ	AK

12"x10"	12"x8"	12"x10"	12"x10"	12"x10" 260 CFM                                                                                                                                                   300 CFM
A1.3	BTM AT 14'-6" AFF	BTM AT 12'-6" AFF	BTM AT 14'-6" AFF	BTM AT 12'-6" AFF	BTM AT 14'-6" AFF	 A1.3

CONFERENCE
A21	 GIS	PSYCH.	COUNSELOR	COUNSELOR	COUNSELOR	COUNSELOR A22                                                                  A23                                                                        A24                                                  A25                                                         A26                                                              A27

12"x10"	12"x10"	12"x10"	12"x10"	12"x10"
300 CFM	300 CFM	275 CFM	300 CFM	D
C 18"x18"	BTM AT 12'-6" AFF	BTM AT 14'-6" AFF	BTM AT 12'-6" AFF	BTM AT 14'-6" AFF	BTM AT 12'-6" AFF	BTM AT 14'-6" AFF
BTM AT 13'-0" AFF
12"x10" 300 CFM
1      A1	(HC-A3) T	BTM AT 12'-6" AFF
3/8" RL&	10"x12"	12"x10"	12"x10"	12"x10"	12"x8"	12"x10"	12"x10"	12"x10"	12"x10"	 10"x12"	12"x10"	12"x10"	12"x10"	D TRANSFER
9	14"x12"	14"x12"	BTM. AT 14'-2" D 18"x18"                                                                                                                                                                                                                                       8"x10"                                        H 46"x22"                  8"x12"                                                                                                                                                                                                                                                                        28"x28"
1830 CFM
13'-0" AFF	T (IDU-A1)	 10"x12"	14"x14"	22"x22"	BTM AT 13'-6" AFF
H RELIEF	 10"x12"	TRANSFER	16"ø
12"x10"	8"x8"	11	34"x20"	34"x20"	11 255 CFM	230 CFM
BTM AT 14'-6" AFF
12"x10"	10"ø	ADMIN CORRIDOR	6"ø	WAITING	
OFFICE	E 12"x8"	10"ø	10"ø	A 8"x8"	LACTATION	A03
MANAGER	BTM AT 12'-6" AFF	12"x12"	30"x24"
18"x18"
12"x8"		650 CFM	D	BTM AT 14'-0" AFF (HC-A4) T
A2	12	A2
STOR. (ELEM)	8"ø
D                                                                                                                                                  9"x9"-2W 200 CFM
6"x6"-2W	10"x14"	8"x8"
75 CFM	WORK ROOM	(TYP. OF 4)	A	10"ø
12"x8"	A13
E 12"x8"	6"ø	8"ø
BTM AT 12'-6" AFF	12"x12"	8"ø

10"ø	10"x10"	12"ø	16"x16" 500 CFM
E 240 CFM	A 6"x6"-2W	6"ø	16"x14"	LOUNGE
BTM AT 12'-6" AFF	10"ø	5
PRINCIPAL                  (HC-A5) T                                                                                          STOR. (SEC)                                      6 18"x10"                                                         6"x6"-2W                 A15
18"x10"	A	10"ø 430 CFM
BTM AT 14'-6" AFF		6"x8"	 10"ø 12"x10"                                                                                                                                                                                                                                                                   8"ø                                                                                       C 9"x9"-2W
8"ø	 10"ø
12"x10"	D 12"x6"	15	D 130 CFM	6"ø	MEN 255 CFM                                                                                                                                                                                                                                                                                                 10"ø
BTM AT 14'-6" AFF
9"x9"-2W CUST. OFFICE	12"x8"	14"ø	13 DD	250 CFM
A18	E 12"x8"	T CO (HC-A6) BTM AT 12'-6" AFF
14"ø	UNISEX	WOMEN
4	2     IDU	B 10"x10"	MAIN CORRIDOR	A11	14"x14"	A09
9	A08	6"x6"-3W 50 CFM
A3		A3 3/8" RL&
5/8" RS

AC	AD	AE	AF	AG	AH	AI	AJ	AK

NORTH

KEYNOTES

1	 DUCTED INDOOR UNIT SUSPENDED FROM STRUCTURE ABOVE. SEE 16/M800 FOR SUPPORT.
2	WALL MOUNTED INDOOR UNIT. SEE 14&15/M800 FOR SUPPORT. 3/8" RL & 5/8" RS DN. IN WALL AND CONNECT TO INDOOR UNIT.
3	20"x18" SA & 18"x18" RA DUCTS UP TO PACKAGE UNIT ON ROOF. SEE M500 FOR CONT.
4	16"x16" SA & 12"x20" RA DUCTS UP TO PACKAGE UNIT ON ROOF. SEE M500 FOR CONT.
5	14"x16" SA & 14"x14" RA DUCTS UP TO PACKAGE UNIT ON ROOF. SEE M500 FOR CONT.
6	16"x14" SA & 16"x12" RA DUCTS UP TO PACKAGE UNIT ON ROOF. SEE M500 FOR CONT.
7	6"x8" EA DUCT UP TO EXHAUST FAN ON ROOF. SEE M500 FOR CONT.
8	INSTALL FIRE/SMOKE DAMPER IN EXHAUST DUCT. SEE 18/M800 FOR DETAIL.
9	3/8" RL & 5/8" RS UP TO ODU ON ROOF. SEE M500 FOR CONT.
10      8"Ø OSA DUCT UP TO INTAKE VENT ON ROOF. SEE M500 FOR CONT.
11      34"x20" DUCT UP TO RELIEF HOOD ON ROOF. SEE M500 FOR CONT.
12      26"x20" DUCT UP TO RELIEF HOOD ON ROOF. SEE M500 FOR CONT.
13      SUPPLY DUCT MOUNTED DUCT SMOKE DETECTOR. SEE 23/M800 FOR DETAIL.
14      14"x14" EA DUCT UP TO EXHAUST FAN ON ROOF. SEE M500 FOR CONT.
15      EMS SUPERVISORY PANEL LOCATION. SEE ELECTRICAL DRAWINGS FOR POWER AND DATA CONNECTIONS.

GENERAL NOTES

A.      SEE DETAILS 11,13&24/M800 FOR TYPICAL CEILING GRILLE. B.      SEE DETAIL 12/M800 FOR TYPICAL DUCT SUPPORTS.
C.      SEE DETAIL 21/M800 FOR TYPICAL DUCT BRANCH DETAILS. D.      REFRIGERANT RL&RS PIPING SHOWN AS SINGLE LINE FOR
CLARITY. SEE DETAIL 17/M800 FOR TYPICAL REFRIGERANT PIPE SUPPORTS.
E.      MOUNT THERMOSTATS AT +48" AFF TO TOP OF BOX.
F.      DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. WHERE INTERNAL LINING IS SHOWN OR SPECIFIED, INCREASE FABRICATED DUCT DIMENSIONS TO ACCOMODATE.
		
\\tetr-file1\Users\matt.sod

				
PLOT DATE:10/12/2023 3:53:36 PM
				
	ENLARGED MECHANICAL FLOOR PLAN - BUILDING A NORTH	1/4" = 1'-0"
	1

1	10/12/23 RESTROOM EXHAUST GRILLES
R

REF.
A20
A19
A14
A28
CUBICLES
A29
A12
A10
A30
A3
D
C
C
3
250 CFM
8"x8"
18"x16"
C
18"x18"
D
C
100 CFM
6"x6"-2W
8"ø
14"x14"
14"x16"
B
 700 CFM
18"x18"
A
200 CFM
A
8
7
 8"x8"
250 CFM
A
250 CFM
A
75 CFM
A
110 CFM
6"ø
8"ø
 10"ø
B
A
230 CFM
8"x8"
230 CFM
12"ø
D
280 CFM
12"x20"
D
12"x8"
12"x8"
16"x14"
16"x12"
12"x12"
14"x12"
10"x12"
D	A
280 CFM
240 CFM
660 CFM
8"ø
10
5/8" RS
B
16"x16"
20"x20"
6"ø
100 CFM
6"x6"
46"x22"
RELIEF
26"x20"
D
RELIEF
14"ø
BTM AT
14
ELEC	IT
A17	A16
100 CFM
450 CFM
14"x14"
12"ø
1
Exp. 06-30-24
C
A
M32797
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NGINEERS CONNECTED
TETER, LLP
TETER
I	I	I
DRAWINGTITLE
ONLINE SCHOOL & SPECIAL EDUCATION
ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT
CLOVIS, CA
PROJECT NO.

12242.00

DRAWING M203

prior written authorization.
any other project without
1/6" 1/4"     1/2"
1"
2"
3"
0"
7/20/2023
ELECTRICAL SITE PLAN
10/17/23 DSA BACKCHECK

(LTG)
b
0' - 3"
4' - 7"
MARK	DATE	DESCRIPTION
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
in whole or in part, for
service, is not to be used
1	10/17/23 ADDENDUM #3

1

	

	

P

S2  
b

								

							

						
e1\Users\Patrick.Shaw_TETR\Documents\12242-E-DO_patrick.shaw.rvt

FOUR 4"C.O.
FIVE 3"C.O. (SPARE)
NEW 3'x5' VAULT	PG&E TRANSFORMER 9 (TELECOM)
FOUR 4"C.O.

9' - 6"

ONE 3"C.O. (SPARE)

10 SEVEN 5"C.O. (PG&E SECONDARY

MAIN SWITCHBOARD 'MSB'

ONE 2"C.O. (SPARE)

S2       S2
a	b	THREE 3"C (POWER)
FIVE 3"C.O. (SPARE) 0' - 6"

ONE 1"C (LIGHTING) 18

(E) CITY FIBER PULLBOX

TWO 4"C.O.
3'x5' VAULT (TELECOM)

 S4	
b

	 S3 a
19 ONE 1"C (LIGHTING)	S3

ONE 1"C S4	           (LTG) 19
b
TWO 4"C.O.

	 S3 a
19 ONE 1"C (LIGHTING)	S3

S4	
ONE 1"C	3'x5' VAULT (TELECOM)
19

19 ONE 1"C (LIGHTING)	             S3 a
S3

ONE 1"C S4	           (LTG) 19
      b

19 ONE 1"C (LIGHTING)	             S3
S3	FOUR 4"C.O.
																
KEYNOTES

1       WEATHERPROOF EXTERIOR EMERGENCY VOICE ALARM COMMUNICATION SPEAKER. REFER TO FIRE ALARM PLANS FOR EXACT LOCATION.
2       TWO 2"C: ONE 2"C (SPARE) + ONE 2"C WITH ONE TYPE 'FNET' CABLE TO FIRE ALARM TRANSPONDER PANEL 'FATP-A', AND ONE TYPE 'FAS' CABLE TO FIRE ALARM BOOSTER PANEL 'FABP-A' AT BUILDING A.
3       TAMPER SWITCHES LOCATED AT POST INDICATOR VALVE (PIV) AND CHECK VALVE SHALL BE MONITORED BY INDIVIDUAL FIRE ALARM SYSTEM ADDRESSABLE MODULES PER DETAIL 24/E600. FOR ADDITIONAL INFORMATION, REFER TO DRAWINGS E510 AND E710 - FOR BUILDING A AND DRAWINGS E520 AND E721 - FOR BUILDING B.
4       ONE 1"C, 4#14 CU THWN TO TAMPER SWITCHES ON PIV.
5       ONE 3/4"C, 4#14 CU THWN TO FLOW SWITCH ON BACKFLOW PREVENTER (BFP).
6       ONE 3/4"C, 4#14 CU THWN TO TAMPER SWITCHES ON PIV.
7       TAMPER SWITCHES LOCATED AT BACKFLOW PREVENTER SHALL BE MONITORED BY INDIVIDUAL FIRE ALARM SYSTEM ADDRESSABLE
MODULES PER DETAIL 24/E600. FOR ADDITIONAL INFORMATION, REFER TO DRAWINGS E520 AND E721 - FOR BUILDING B.
8       ONE 4"C.O. (PG&E PRIMARY), PROVIDE PER PG&E GREENBOOK REQUIREMENTS.
9       UTILITY COMPANY TRANSFORMER. PROVIDE TRANSFORMER PAD, GROUNDING AND BARRIER POSTS (ELEVEN FIXED, THREE REMOVABLE) PER PG&E GREENBOOK REQUIREMENTS.
10      SEVEN 5"C.O. (PG&E SECONDARY), PROVIDE PER PG&E GREENBOOK REQUIREMENTS.
11      PROVIDE 480V, 3⌀ CONNECTION TO 15 HP, 21 FLA, IRRIGATION BOOSTER PUMP (DISCONNECT PROVIDED BY IRRIGATION PUMP MANUFACTURER).
12      ONE 1-1/4"C WITH 3#6 CU THWN AND 1#8 CU GND.
13      TWO 1"C, WITH 4#10 CU THWN, 1#10 CU GND EACH.
14      ONE 1"C WITH 2#10 CU THWN AND 1#10 CU GND.
15      ONE 1-1/4"C WITH ONE TYPE 'DX' CABLE BETWEEN BUILDING 'B' MDF AND IRRIGATION CONTROLLER.
16      PG&E PAD MOUNTED INTERRUPTER PMI-9. PROVIDE 76"x74" BOX PAD AND GROUNDING FACILITIES PER PG&E GREENBOOK REQUIREMENTS. INCLUDE AS A BID ALLOWANCE THE INSTALLATION OF 12 BARRIER POSTS (SIX FIXED, SIX REMOVABLE), PER PG&E REQUIREMENTS.
17      PG&E PAD MOUNTED JUNCTION J2035. PROVIDE 72"x36" PAD AND GROUNDING FACILITIES PER PG&E GREENBOOK REQUIREMENTS. INCLUDE AS A BID ALLOWANCE THE INSTALLATION OF 10 BARRIER POSTS (SEVEN FIXED, THREE REMOVABLE), PER PG&E REQUIREMENTS.
18      ONE 1"C, 4#10 CU THWN, 1#10 CU GND.
19      ONE 1"C, 2#10 CU THWN, 1#10 CU GND.
20      FOUR 4"C: THREE 4"C (SPARE) + ONE 4"C WITH ONE TYPE 'FO' CABLE BETWEEN BUILDING 'B' MDF AND BUILDING 'A' IDF IN ONE 4"C.
21      ONE 1"C, 4#10 CU THWN, 2#10 CU GND.
22      PROVIDE 24"x36" PULLBOX PER 16/E600.

GENERAL NOTES

A.	PROVIDE ELECTRICAL FEEDERS PER SINGLE LINE DIAGRAM.
B.	PROVIDE PULLBOXES PER DETAIL 16/E600.
C.	SITE CONDUITS OF TRADE SIZE 2" AND LARGER SHALL BE GROUPED AND INSTALLED PER DETAIL 17/E600. SITE CONDUITS SHALL BE INSTALLED A MINIMUM OF 36" BELOW FINAL GRADE TO TOP OF CONDUIT.
D.	SPECIAL PRECAUTION SHALL BE TAKEN WHEN TRENCHING TO LOCATE, PROTECT AND PRESERVE EXISTING UNDERGROUND UTILITIES. ANY DAMAGE CAUSED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED.

																					
																				
\\tetr-file

ENLARGED ELECTRICAL SITE PLAN	1/8" = 1'-0"
	2
																			
	ONE 1"C (LTG) 19
S4	
b 19 ONE 1"C (LIGHTING)

3'x5' VAULT (AT&T)	8 ONE 4"C.O. (PG&E PRIMARY)	19 ONE 1"C (LIGHTING)	             S3
B#EV1	PB#EV1	PB#S1	TWO 2"C.O. (SPARE)	NEW 3'x5' VAULT (TELECOM)
NEW 3'x5' VAULT (TELECOM)	TWO 4"C.O. (TELECOM)	3'x5' PG&E PRIMARY VAULT	PB#F1	          FOUR 4"C.O.	PG&E TRAN FIVE 3"C.O. (SPARE)
SEVEN 5"C.O. (PG&E SECONDARY) 10
WP      2W	ONE 3"C.O. (SPARE)
1	TWO 2"C.O. (SIGNAL)       	S	21	 MAIN SWITCHBOARD 'MSB'	ONE 2"C.O. (SPARE)	4'x6' VAULT TWO 2"C.O. (SIGNAL)                                                                                                                                             2W                    FOUR 4"C.O.                    (TELECOM)      SWITCHBOARD 'SB'                                 PB#L1	a
TWO 4"C.O. (AT&T)	WP	bS2
a	S1b	TWO 2"C.O. (EV)	S1b	THREE 3"C (POWER)	FIVE 3"C.O. (SPARE)
S1a	(LIGHTING)19	S2   b	a  S2	TWO 2"C.O. (EV)	            (LIGHTING) S2      a                                                                          S2                                                                                                                                                                 TWO 1"C 13
ONE 1"C      19	ONE 1"C      18	(LIGHTING)	ONE 1"C (LIGHTING)	(LIGHTING)                                                                                                                                                                                                 1             S
TWO 4"C.O. (TELECOM)	S1a	2W
(LIGHTING)18	18 ONE 1"C	           (LIGHTING)	'EVAC-B'
(LIGHTING)	20 FOUR 4"C	(LIGHTING)	18 (LIGHTING)
(TELECOM)
PB#L1	2 TWO 2"C (FIRE ALARM)	BUILDING 'B'	a
S1a	a	S2      S2	ONE 1"C 4	1	1	S 2W	S1b
ONE 1"C      18	WP
(LIGHTING)	TS     J	S	PB#F1
8 ONE 4"C.O. (PG&E PRIMARY)	2W       WP	THREE 3"C (POWER)	3'x5' VAULT

18 ONE 1"C	18 ONE 1"C	3  PIV   	18 ONE 1"C
ONE 1"C      18	(LIGHTING)	(LIGHTING)	(LIGHTING) (LIGHTING)                                                                                                                                                                                                                                                                                    PB#EV1
S1a     a	S1a	S1a     a	S1a       J	PB#EV1	S1a
16 PG&E PAD MOUNTED	PB#L1	PB#F1	S1b a	S1b      b INTERRUPTER                               PB#L1                                                                                      (SIGNAL)                            3'x5' VAULT                                                                                                                        FOUR 4"C.O.
S1b	ONE 1"C      18 TWO 6"C.O. (PG&E                                                                                                                      a	(LIGHTING)
PRIMARY)	 ONE 3/4"C 6 
18 ONE 1"C	22
SPARE (PG&E)     a	(LIGHTING)	FOUR 4"C 20	S2 EXISTING PG&E                                                                                                                                       (TELECOM)
PRIMARY VAULT
S2  	S2 NEW 3'x5' VAULT (TELECOM)	PB#EV1                                                                                                                                                                                                                                     (LIGHTING)18
2"C.O. (EV)
EXISTING AT&T VAULT	'FATP-A'	BUILDIN TWO 2"C.OSWITCHBOARD 'SA'	(LIGHTING) 18
S1b	'FABP-AA'	a S2	S2   b
'FABP-A'	 S2	S2  
ONE 1-1/4"C 15	ONE 1"C      18	a
 (LIGHTING)   
1	ONE 1"C      19
1	S5	(LIGHTING)	(LIGHTING)
14 ONE 1"C	ONE 1"C      19	S5	a 1                                                                                          ONE 1"C 12	(LIGHTING)
S5
ONE 1"C      19 (LIGHTING)

11 IRRIGATION BOOSTER PUMP IRRIGATION CONTROLER

PLOT DATE:10/17/2023 4:14:57 PM
																			
	ELECTRICAL SITE PLAN	1" = 40'-0"
	1

R

S1a
S1a
S2
S2  	     S2
 S2
S2  
(AT&T)
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   (SPARE)        
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(FIRE ALARM)
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S2  	S2
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. (EV)
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a
a
b
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b
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a
b	a
b
b
a	b
b	a
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(LIGHTING)
18
ONE 1"C
ONE 1"C
ONE 1"C
ONE 1"C
ONE 1"C
18
ONE 1"C
ONE 1"C
18
(LIGHTING)
18
ONE 1"C
18
ONE 1"C
18
ONE 1"C	        PB#EV1
(LTG)
S3
a
a
06-30-24
C
No. E 17773
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NG INEERS CONNECTED
I	I	I
TETER, INC.
DRAWINGTITLE
ONLINE SCHOOL & SPECIAL EDUCATION
ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT
CLOVIS, CA
PROJECTNO.

12242.00

DRAWING E110

prior written authorization.
any other project without
1/6" 1/4"     1/2"
1"
2"
3"
0"
7/20/2023
LIGHTING PLAN - BUILDING A
9/21/23     DSA BACKCHECK

 
REF.
FD
FD
F
C4
C4
C4
C1
C1
C1
C4
C1
C1
C1
C1
C1
C1
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 A30 
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A1	A1	A1
A1	A1
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C1
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A1	A1	A1
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A1
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3
MARK	DATE	DESCRIPTION
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
in whole or in part, for
service, is not to be used
1	10/17/23 ADDENDUM #3

A20 

	 A05 

OFFIC
	E
	
A71

	 A75

P

A
	42

OFFICE
	
A43

						
Patrick.Shaw_TETR\Documents\12242-E-DO_BLDG-A_patrick.shaw.rvt

C1W	C1WE	C1W  LOBBY

1
LCP-1	2	1

X1 P1E	P1
 GIS	              PSYCH.	COUNSELOR 	 COUNSELOR COUNSELOR 	 COUNSELOR	P1
 A22 	 A23 	 A24 	 A25 	 A26 	 A27 	1	RP	M	P1
W13	W13	W13	W13	P1	P1	W18
M	2	1	2	2	2	2	2	2	2	2	2	2	2	2	P1	1	8
P1	P1		P8	P8	P8	P8	P8	RECEPTION	1	W1E 2                                                                                                                                                                                                                                                                                           X1                                   A1                       A1                       A1E                     A1
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CONFERENCE	 	2	J     M W	nB	2	W M     M W	2	2	W M     M W       nB	C1      W C1 C1	P	1	A1E	A1	A0A1	A1	M	A1E	C1W	C1W P1                                                                                                                                                                                                                   A1                                   J                      M X1	P1                P1                       H8E                                                          M
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 A19 		A1	CONFERENCE	J	J	M J                                                                                          M                                             J                                                          C1  MEN  C1               C1                  C1                 1                      A1	 A07 	A1                                          A1
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 OFFICE	OFFICE 	 	3	 A72 	OFFICE	A08	2	8  OFFICE OFFICE 	 OFFICE	OFFICE 	 OFFICE
3	W13	C1	P	J J	J J	J J	J	J J	J J	W M     C1	 A35   A36 	 A37 	W18        A38 	 A39 	8
A1	A1	A1	A1	A1	2	1	A1	L1-1	X1	nB	1	C1	C1	1	C1	C1       P       J J	1	L1-7	 CUST.1	A1	A1	A1	A1	M	A1	A1
W1	J	J	J	J	J	J	A1E	A1	P      A1E	A1	PS	A1	A1E	A1	A1E J B1 FD        OFFICE J	OFFICE J	J	RP	RP       J	J	RP       J	RP	J	8      FIRE RISER ROOM A1                         RP            A1                                   A1                                       A1                            A1           RP                 RP            A1                                                                                                                                                     J                                    P                                                                                                                                                        A34                                                                                                                                                              A1                                       W1
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C1		J	J	J	J	J	FLEX A	A1	A1	A1	A1	J	J	J	J	J	J	J	W1E A1                nB                                 P                                  A1	P                                        A1                                                                                                                                          A63                                                                 A64                                             A41                                   A1                                              A1                                                                                                                A1                                                                                       A1
M	P1		M	P1	M	A1	A1E	A1	A1	A1E	A1	M	M	P1	M	A1	M	P1	M P1         OFFICE                                         P1          OFFICE                                                 B1                                                                                                                                                                                                                                                                   J                                                     OFFICE                                                                 OFFICE                                    OFFICE
A1	 A77      A1	 A79  A1	M	P	M	M	A1	A1
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A1 C1	W	C1	W	C1	A1	B1	M	B1	A1	A1       C1	W	C1	A1	A1	C1	W	C1	A1
 A81 	RP	COLLAB.	RP	COLLAB.	RP	PS	PS	M	J	RP	RP	COLLAB	RP	RP	COLLAB.	RP
 A76 	OFFICE	OFFICE	C1	A1	A1	A1	A1	A1	A1	C1	OFFICE OFFICE	OFFICE	OFFICE
	W1E	A1	M	P1	P1	 A82 	P1	P1	A1	M	PUNISEXE	B1     J	C1 X1	M	M	X1 C1	UNISEX	     FD           P	A1      A50	A51A1	P1	P1       A52      A1	A1       A53      P1	P1	M	A1
A1	nB	C1	P	J	J	J	J	J	J	J	P	C1 C1E	nB	nB	8
C1	A1E	A1CORRIDOR 2     A1	A1	A1E	A1	A1	A1	A1E	A1	J	J	J	J	J	CORRIDOR 6	A1E	W1E X1      M                                                                  A85                               M                                                                              M                                                                                                                                                                                                                                                                                                                                                                      M                 A1                                                        A1               M                   A1EA55                   A1                                    A1                M                        X1
J	J	J	J	J	J	J	A1	A1E	A1	A1	A1	A1E	nB	J	J	J	J
FLEX C	FLEX D
A1	A1	A1	A1	C1E	C1        C1	C1E	 A65 	 A66 	C1	C1E	C1E	L	C1	A1	A1	A1	A1
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X1	A1	A1E	A1	A1	A1	X1	C1	C1	A1	A1
LCP-1,3,8
C1WE	P	C1WE	W1 8
OFFICE 	 OFFICE	OFFICE 	 OFFICE	C1        C1	C1E	#10	1	1	C1E	C1	C1	C1E	OFFICE 	OFFICE 	 OFFICE	OFFICE 	 OFFICE
 A86 	 A87 	 A88 	 A89 	FD	FD
W1	M	M	           BOYS 
GIRLS     3	C1W	C1W	C1WE	C1W	C1W	C1WE	C1W	C1W	FD	FD	 A57 
 A90 	C1	C1        C1	C1	1	1	1	1	1	1	1	1	C1	C1	C1	C1
 BOYS 	GIRLS
 A91 
W1 3	W1E 8	W1E 8
		
\\tetr-file1\Users\P

			
	LIGHTING PLAN - BUILDING A	1/8" = 1'-0"
	1
		
PLOT DATE:10/16/2023 4:32:46 PM
	
KEYNOTES	LIGHTING WIRING LEGEND	LIGHTING SYMBOL LEGEND	GENERAL NOTES

1	PROVIDE ONE 3/4"C WITH 2#16 CU TFN (PURPLE AND PINK).	LIGHTING BRANCH CIRCUIT IN EMT CONDUIT CONSISTING OF THE	PRIMARYSIDELITZONE:	A.	CIRCUITS SUPPLYING EMERGENCY LIGHTING FIXTURES SHALL BE
2	PROVIDE ONE 3/4"C WITH ONE CATEGORY 5e CABLE (GREEN) WITH RJ 45	FOLLOWING BRANCH CIRCUIT CONDUCTORS: CONNECTORS ON EACH END.	1.	HOT - 1#12 CU THHN (BROWN, ORANGE OR YELLOW)
2.	NEUTRAL - 1#12 CU THHN (WHITE WITH COLORED STRIPE)	B.	EXIT SIGNAGE AND WALL MOUNTED EMERGENCY LIGHTING UNITS
3	PROVIDE nLIGHT ECLYPSE CONTROLLER #nECY-MVOLT-BAC-ADR-ENC-	SHALL BE SUPPLIED BY AN UNSWITCHED HOT CONDUCTOR. GFXK. PROVIDE CONNECTION TO AUTOMATIC DEMAND RESPONSE                                                                                                                                                                                                                                                                                                                                                                                                                 CLASS 2 CATEGORY 5E PLENUM RATED CABLE GREEN IN COLOR                                      C1       SINGLE-ZONE NETWORK DIMMING MANUAL CONTROL STATION AT+48"TO TOP                             C.	REFER TO ARCHITECTURAL SHEETS FOR ELEVATIONS OF WALL
4        PROVIDE ONE CATEGORY 5e CABLE TO LAN SWITCH.                                                                                                                                                                                                                                                                                                                                                                                                                                          WITH RJ45 CONNECTORS ON EACH END:                                                                             L C1       SINGLE-ZONE NETWORK DIMMING MANUAL CONTROL STATION AT+48"TO TOP                             D.          NETWORK DAYLIGHT SENSORS FOR AUTOMATIC DIMMING WITHIN A 5        MOUNT EXIT SIGN EDGE MOUNT ON WALL.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DAYLIT ZONE SHALL BE CALIBRATED SUCH THAT LIGHTING POWER
FOLLOWING CIRCUIT CONDUCTORS:	C4       FOUR-SCENE NETWORK DIMMING MANUAL CONTROLSTATION AT +48" TO TOP	FOR THE LIGHTING FIXTURES WITHIN THAT DAYLIT ZONE SHALL BE 1.	CONTROLLED HOT - 1#12 CU THHN (BROWN)                                                                                                                                                                                                                                      ILLUMINANCE RECEIVED FROM THE GENERAL LIGHTING SYSTEM AT 3.	NEUTRAL - 1#12 CU THHN (GREY)	DS      NETWORK DAYLIGHTING SENSOR WITHIN DAYLIT ZONE	FULL POWER.
4.           EQUIPMENT GROUNDING - 1#12 CU THHN (GREEN)                                                                                                                                                                                                              E.           LIGHTING CONTROLS SHALL BE DEMAND RESPONSIVE AND SHALL AUTOMATICALLY REDUCE BUILDING LIGHTING POWER DEMAND BY
RP      NETWORK PLUG LOAD CONTROLLER RELAY	15% IN RESPONSE TO A DEMAND.RESPONSE SIGNAL PER 2016 CA
TYPE MC-PCS MC LUMINARY CABLE CONSISTING OF THE	PS       NLIGHT PARTITION SENSOR PER 24/E600 FOLLOWING CIRCUIT CONDUCTORS:
1.	CONTROLLED HOT - 1#12 CU THHN (BROWN)
3.	EQUIPMENT GROUNDING - 1#12 CU THHN (GREEN)	AD      NETWORK AUTOMATED DEMAND RESPONSIVE CONTROLFEATURE
4.	0-10VDC CONTROL: PVC JACKET CONTAINING 2#16 CU TFN	 WALL SWITCH WITH INTEGRAL OCCUPANCYSENSOR AT +48" TO TOP OF OUTLET BOX

R

 
FD
FD
FD
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C4
C4
C4
C4
C4	C4
C1
C1
C1
C1	C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C4
C4
C1
C1
C1
C
C1
C1
UNISEX
 A32 
A33
STOR.
 A45 
 A46 
 A44 	 A47 
	OFFICE
 A48 
OFFICE
 A54 
 A49 
 A56 
 A58 	 A59 	 A60 	 A61 	 A62 
FLEX B
OFFICE
 A68 
 A69 	 A70 
OFFICE	
 A78 
 A83 
A84
C
C
 A80 	 A67 
 A31 
 A92 
M
M
M
M	M	M
M
M	M
M
P
W
M
M
M	M
A1
A1
B1
C1
B1
B1
C1
C1
C1        C1
C1
C1E
C1
C1	C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1E
C1	C1
A1E
A1
A1E
A1
A1
X1
A1	A1	A1
A1E
A1
A1E
W1
W1
W1
M
P1
P1
RP	RP	RP
RP
RP	RP	RP
H8E
H8	H8	H8	H8	H8E
 OFFICE
 A73 
RP
RP
RP
RP
RP
RP
RP
P
P
P
P	P
P	P
J
2
L1-3
L1-5
8
8
3
3
L
L
L
P
nB
L
P
 EL
X1
X1
X1
X1 
nB	nB
nB
1	1
J
J	J
J	J	J
J
J
J
J	J
J	J	J
J
J	J	J
J
X1
X1
X1
X1
5	P
3
W1E
3
 	 W1
3
PS
W1
3
W1
8
06-30-24
C
No. E 17773
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NG INEERS CONNECTED
I	I	I
TETER, INC.
DRAWINGTITLE
ONLINE SCHOOL & SPECIAL EDUCATION
ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT
CLOVIS, CA
SUPPLIED BY A CONTROLLED HOT CONDUCTOR AND A CONSTANT
HOT CONDUCTOR OF THE SAME BRANCH CIRCUIT.
MOUNTED LIGHTING FIXTURES.
REDUCED BY 65% WHEN DAYLIT ILLUMINANCE IS 150% OF
ENERGY CODE SECTION 130.1 (e)
3.	EQUIPMENT GROUNDING - 1#12 CU THHN (GREEN)
TYPE MC-PCS MC LUMINARY CABLE CONSISTING OF THE
2.	UNSWITCHED HOT - 1#12 CU THHN (ORANGE)
5.	0-10VDC CONTROL: PVC JACKET CONTAINING 2#16 CU TFN
(PURPLE & GRAY)
NETWORK CEILING MOUNTED OCCUPANCYSENSOR
OF OUTLET BOX
OF OUTLET BOXWITH STAINLESS STEELLOCKING COVER PLATE
OF OUTLET BOX
NETWORK DIMMING CONTROLRELAY
M
P
SYSTEM.
PROJECTNO.

12242.00

2.	NEUTRAL - 1#12 CU THHN (GREY)
(PURPLE & GRAY)
NETWORK BRIDGE
nB
DRAWING E310

prior written authorization.
any other project without
1/6" 1/4"     1/2"
1"
2"
3"
0"
7/20/2023
SINGLE LINE DIAGRAM
10/16/23 DSA BACKCHECK

MAIN SWITCHB ARD 'MSB'
⌀
M
PRIMARY DISTRIBUTION
7
SPD
2
14
AERMS
ELECTRIC
ENERGY
FUTURE
BUILDING
MARK	DATE	DESCRIPTION
property rights in these
copyright and other
reserves its common law
Teter, Inc. expressly
instrument of professional
incorporated herein, as an
ideas and designs
plans. This document, the
in whole or in part, for
service, is not to be used
REQUIREMENTS.
12
1	10/17/23 ADDENDUM #3

21

		PANEL 'EV2' (ELEC. VEHICLE)

		

FEEDER SCHEDULE
	
FEEDER
	ORIGIN
	DESTINATION
	CONDUIT
	CONDUCTORS
	CALCULATED
VOLTAGE DROP
	REMARKS
	
F1
	MAIN SWITCHBOARD 'MSB'
	SWITCHBOARD 'SB'
	THREE 3"C
	4#300 KCMIL CU THWN AND 1#1/0CU GND IN EACH CONDUIT
	1.05%
	THREEPARALLEL FEEDERS
	
F2
	MAIN SWITCHBOARD 'MSB'
	SWITCHBOARD 'SA'
	THREE 3"C
	4#300 KCMIL CU THWN AND 1#1/0CU GND IN EACH CONDUIT
	0.86%
	THREEPARALLEL FEEDERS
	
F3
	SWITCHBOARD 'SA'
	PANEL 'L1'
	ONE 2"C
	4#1/0 CU THWN, 1#6 CU GND
	1.66%
	FEEDER
	
F4
	SWITCHBOARD 'SA'
	PANEL'ACH1'
	TWO 2"C
	4#3/0 CU THWN, 1#2 CU GND IN EACH CONDUIT
	1.54%
	TWO PARALLEL FEEDERS
	
F5
	SWITCHBOARD 'SA'
	TRANSFORMER 'TR1'
	ONE 2 1/2"C
	3#4/0 CU THWN, 1#4 CU GND
	1.50%
	FEEDER
	
F6
	SWITCHBOARD 'SA'
	TRANSFORMER 'TEV1'
	ONE 2"C
	3#1 CU THWN, 1#6CU GND
	1.58%
	FEEDER
	
F7
	PANEL 'ACH1'
	PANEL 'ACH1B'
	TWO 2"C
	4#3/0 CU THWN, 1#2 CU GND IN EACH CONDUIT
	0.07%
	TWO PARALLEL FEEDERS; MAIN-LUG-ONLY
	
F8
	TRANSFORMER 'TR1'
	PANEL 'DP1'
	TWO 3"C
	4#350kCMILCU THWN, 1#3/0 CU GND (SSBJ) IN EACH CONDUIT
	0.16%
	TWO PARALLEL FEEDERS WITH SUPPLY-SIDE BONDING JUMPER
	
F9
	TRANSFORMER 'TEV1'
	PANEL 'EV1'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	0.16%
	FEEDER
	
F10
	PANEL 'DP1'
	PANEL 'ACL1'
	ONE 2"C
	4#2 CU THWN, 1#6CU GND
	0.41%
	FEEDER
	
F11
	PANEL 'DP1'
	PANEL '1R1'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	0.32%
	FEEDER
	
F12
	PANEL 'DP1'
	PANEL '1R2'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	0.32%
	FEEDER
	
F13
	PANEL 'DP1'
	PANEL '1R3'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	1.94%
	FEEDER
	
F14
	PANEL 'DP1'
	PANEL '1R4'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	1.94%
	FEEDER
	
F15
	PANEL 'DP1'
	PANEL '1IT'
	ONE 2"C
	4#2 CU THWN, 1#6CU GND
	0.61%
	FEEDER
	
F16
	SWITCHBOARD 'SB'
	PANEL 'L2'
	ONE 2"C
	4#1/0 CU THWN, 1#6 CU GND
	0.60%
	FEEDER
	
F17
	SWITCHBOARD 'SB'
	PANEL'ACH2'
	TWO 2"C
	4#3/0 CU THWN, 1#2 CU GND IN EACH CONDUIT
	1.12%
	TWO PARALLEL FEEDERS
	
F18
	SWITCHBOARD 'SB'
	TRANSFORMER 'TR2'
	ONE 3"C
	3#4/0 CU THWN, 1#4 CU GND
	1.15%
	FEEDER
	
F19
	SWITCHBOARD 'SB'
	TRANSFORMER 'TEV2'
	ONE 2"C
	3#1 CU THWN, 1#6CU GND
	1.15%
	FEEDER
	
F20
	TRANSFORMER 'TR2'
	PANEL 'DP2'
	TWO 3"C
	4#350kCMIL CU THWN, 1#3/0 CU GND (SSBJ) IN EACH CONDUIT
	0.32%
	TWO PARALLELFEEDERS WITH SUPPLY-SIDE BONDING JUMPER
	
F21
	TRANSFORMER 'TEV2'
	PANEL 'EV2'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	0.32%
	FEEDER
	
F22
	PANEL 'DP2'
	PANEL 'ACL2'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	0.32%
	FEEDER
	
F23
	PANEL 'DP2'
	PANEL '2R1'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	0.32%
	FEEDER
	
F24
	PANEL 'DP2'
	PANEL '2R2'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	0.97%
	FEEDER
	
F25
	PANEL 'DP2'
	PANEL '2R3'
	ONE2-1/2"C
	4#3/0 CU THWN, 1#6 CU GND
	0.32%
	FEEDER
	
F26
	PANEL 'DP2'
	PANEL '2IT'
	ONE1-1/2"C
	4#2 CU THWN, 1#6CU GND
	0.61%
	FEEDER
	
F27
	SWITCHBOARD 'SA'
	IRRIGATION BOOSTER PUMP'
	ONE1-1/4"C
	3#6 CU THWN, 1#8CU GND
	0.85%
	FEEDER

						
e1\Users\Patrick.Shaw_TETR\Documents\12242-E-DO_patrick.shaw.rvt
	
KEYNOTES EXISTING UTILITY COMPANY	1       EXISTING PRIMARY UTILITY VAULT.
2       ONE 4"C.O. (PG&E PRIMARY), PROVIDE PER PG&E GREENBOOK 1	REQUIREMENTS.
3       UTILITY COMPANY TRANSFORMER. PROVIDE TRANSFORMER PAD, 13	GROUNDING AND TRAFFIC BARRIERS PER PG&E GREENBOOK
REQUIREMENTS.
11	4       SEVEN 5"C.O. (PG&E SECONDARY), PROVIDE PER PG&E GREENBOOK REQUIREMENTS.
5       LANDING LUGS AND METERING FACILITIES PER UTILITY COMPANY REQUIREMENTS.
6       SYSTEM GROUND PER DETAIL 14/E600.
12	14	7       GROUND FAULT PROTECTION FEATURE OF MAIN CIRCUIT BREAKER SHALL BE TESTED BY AN INDEPENDENT TESTING AGENCY IN ACCORDANCE WITH NETA SPECIFICATIONS AND A REPORT SHALL BE SUBMITTED TO THE
2	ENGINEER.
8       2019 CA ENERGY CODE COMPLIANT USER-ACCESSIBLE METER WITH THE FOLLOWING FEATURES:
3	1.	INSTANTANEOUS kW DEMAND 2.	HISTORIC PEAK DEMAND
3.	RESETTABLE kWh
4.	kWh PER RATE PERIOD
5	4	2000A, 277/480V, 3O, 4W, 65 kAIC	9       TRANSFORMER GROUND PER DETAIL 25/E600.
10      PANEL GROUND PER DETAIL 15/E600.
1	2	3	4	5	6	7	8	11      PG&E PAD MOUNTED INTERRUPTER PMI-9. PROVIDE 76"x74" BOX PAD AND GROUNDING FACILITIES PER PG&E GREENBOOK REQUIREMENTS. INCLUDE AS A BID ALLOWANCE THE INSTALLATION OF 12 BARRIER POSTS (SIX FIXED,
800/3	800/3	800/3	225/3	800/3	400/3	45/3	70/3	SIX REMOVABLE), PER PG&E REQUIREMENTS.
LSIG	LSIG	LSIG	LSIG	LSIG	LSIG	LSIG	LSIG
2000/3	UAM	8	PG&E PAD MOUNTED JUNCTION J2035. PROVIDE 72"x36" PAD AND
LSIG	 GROUNDING FACILITIES PER PG&E GREENBOOK REQUIREMENTS. INCLUDE AS A BID ALLOWANCE THE INSTALLATION OF 10 BARRIER POSTS (SEVEN FIXED, THREE REMOVABLE), PER PG&E REQUIREMENTS.
13      TWO 6"C.O. (PG&E PRIMARY), PROVIDE PER PG&E GREENBOOK 6	THREE 3"C.O. (SPARE)	ONE 3"C.O. (SPARE)	THREE 3"C.O. (SPARE)	TWO 3"C.O. (SPARE)	ONE 2"C.O. (SPARE)	TWO 3"C.O. (SPARE)	REQUIREMENTS.
F1	F2	      FUTURE	FUTURE	FUTURE	FUTURE	FUTURE	14      ONE 4"C.O. SPARE (PG&E), PROVIDE PER PG&E GREENBOOK EV CHARGING                                                                             SHOP BUILDING                                      OFFICE BUILDING                                            BATTERY                                            SOLAR
(PHASE 3)	(PHASE 2)	(PHASE 2)	(PHASE 2)	STORAGE	(PHASE 2) SYSTEM
(PHASE 2)

SWITCHBOARD 'SA' 800A, 277/480V, 3⌀, 4W, 65 kAIC

1	2	3	4	5	6	7	8	9	GENERAL NOTES SPD
800/3	150/3	400/3	 200/3	225/3	200/3	125/3	200/3	40/3	150/3	A.	CIRCUIT BREAKERS SUPPLYING CLASS 1 TRANSFORMERS SHALL BE SPACE                                                                     SPACE                                                                    SPACE                                                                            LABELED:                                                                                                                                                                                                                                LOCKABLE IN THE OFF POSITION.
"FUTURE SOLAR	B.	ARC-FLASH HAZARD WARNING LABELS SHALL BE PROVIDED AT ELECTRICAL EQUIPMENT SUCH AS SWITCHBOARDS AND PANELBOARDS IN ACCORDANCE WITH CEC 110.16.
F27	C.	CIRCUIT IDENTIFICATION - A TYPEWRITTEN CIRCUIT DIRECTORY SHALL 6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BE PROVIDED AT EACH PANELBOARD AND SWITCHBOARD IN
ACCORDANCE WITH CEC ARTICLE 408.4(A). THE CONTRACTOR SHALL DEVELOP AND PREPARE THE CIRCUIT IDENTIFICATION DESCRIPTION BASED ON THE AS-BUILT CONDITION.
'L1'	'ACH1'	TRANSFORMER'TR1'	TRANSFORMER'TEV1'	BOOSTER	D.	SOURCE OF SUPPLY IDENTIFICATION - ALL SWITCHBOARDS, PANELBOARDS AND TRANSFORMERS SHALL HAVE A TYPEWRITTEN
480V,3PH,	LABEL APPLIED INDICATING THE DEVICE OR EQUIPMENT WHERE THE 9	9	15HP	POWER SUPPLY ORIGINATES PER CEC ARTICLE 408.4(B).
E.	 CIRCUIT BREAKERS THAT ARE 1200A OR LARGER SHALL HAVE AN ARC ENERGY REDUCTION FEATURE TO REDUCE CLEARING TIME. THE ARC ENERGY REDUCTION FEATURE SHALL BE AN ENERGY-REDUCING MAINTENANCE SWITCH WITH A LOCAL STATUS INDICATOR. WHEN THE SWITCH IS TURNED ON IT SHALL REDUCE THE CLEARING TIME AND SETS THE INSTANTANEOUS PICKUP CLEARING TIME TO BE 2 TIMES FASTER
VEHICLE)	THAN THE NORMAL INSTANTANEOUS PICKUP SENSOR AMPERAGE.

10	10

F10	F11	F12	F13	F14	F15
PANEL                     PANEL                     PANEL                     PANEL                    PANEL                    PANEL 'ACL1'                       '1R1'                        '1R2'                        '1R3'                       '1R4'                        '1IT' (HVAC)                   (RECEPT)                 (RECEPT)                 (RECEPT)                (RECEPT)                (RECEPT)

SWITCHBOARD 'SB' 800A, 277/480V, 3⌀, 4W, 65 kAIC

1	2	3	4	5	6	7	8
SPD
800/3	150/3	400/3	200/3	225/3	200/3	125/3	200/3	150/3
UAM	PREPARED	PREPARED	PREPARED	PREPARED SPACE SPACE                                                                     SPACE                                                                    SPACE                           LABELED:
"FUTURE SOLAR 8	ELECTRIC"

6
F16	F17	F18	F19

P'L2' L	'ACH2'	TRANSFORMER'TR2'	TRANSFORMER'TEV2' (LIGHTING)                           (HVAC)	480V       120/208V       3PH	480V       120/208V       3PH
150kVA	75kVA 9                                                                               9

F27	F20	F

PANEL 'ACH2B' (HVAC)

10	10

14.5"W x 28"H x 8.5"D PULLCAN F22	F23	F24	F25	F26

'ACL2'	'2R1'L	'2R2'L	'2R3'L	12"x12"x6" PULLCAN (HVAC)                   (RECEPT)                 (RECEPT)                 (RECEPT)

ONE 1-1/2"C.O.

F26

PANEL '2IT' (RECEPT)
		
\\tetr-file

			
PLOT DATE:10/16/2023 4:17:16 PM
			
	SINGLELINEDIAGRAM	N.T.S.
	1

R

PREPARED SPACE
ELECTRIC"
PREPARED	PREPARED	PREPARED
UAM
8
F3	F4	F5	F6
PANEL	PANEL
(LIGHTING)	(HVAC)
PANEL
'EV1'
(ELEC.
150kVA	75kVA
480V       120/208V       3PH	480V       120/208V       3PH
PANEL
'DP1'
ANE	PANEL
PANEL
PANEL
'DP2'
PANE	PANE	PANE
PANEL
'ACH1B'
(HVAC)
F7	F8	F9
IRR.
PUMP
VFD
06-30-24
C
No. E 17773
FRESNO HEADQUARTERS
VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPO
ARCHITECTS E NG INEERS CONNECTED
I	I	I
TETER, INC.
DRAWINGTITLE
ONLINE SCHOOL & SPECIAL EDUCATION
ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT
CLOVIS, CA
PROJECTNO.

12242.00

DRAWING E700

LIGHTING PLAN - BUILDING B

REFER TO DRAWING E320 AND REVISE TYPE C1W LIGHTING FIXTURES ABOVE EXTERIOR LANDINGS AT LARGE MEETING ROOMS B76 AND B78 TO BE TYPE C1WE LIGHTING FIXTURES
	
TETER, INC. FRESNO HEADQUARTERS VISALIA
BAKERSFIELD MODESTO
SAN LUIS OBISPO
	ONLINE SCHOOL & SPECIAL EDUCATION ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT CLOVIS, CA
	JOB NUMBER: 12242.00
	
		DWG. DATE: 10/17/23
	
		AD3-E01

ADDENDUM DRAWING

AV2
T 2
2
P
2
2
J
10
10
3
P
2
2
2
12
RP
1
J
18,20
J
10
10
19
21
23
2
AV	2
AV
AV 2
+43"
3
33
35
35
RP

ONE 2"C

ONE 2-1/2"C +84"
33

11 +43"	1R2-4,37

OFFICE	4
21	WAITING	RP  A73 	+43"	11
 A03 	11 +63"11	+43"
4	11 2AV	4	19

21	2 +84"	4	 +84" 7	10 1 19 J	10

POWER PLAN - BUILDING A	POWER PLAN - BUILDING A

REFER TO E210 AND REVISE TV POWER OUTLET TO BE AT 84" AFF	REFER TO E210 AND REVISE TV POWER OUTLET TO BE AT 84" AFF

+84" 25
16,18	8
1 +43"
J	9
1R3-16,	20	OFFICE	
FD	 A33 
CUST. 1
 A32 	+63"	+84" J 19	12                            1 2A

16	12
+84"1R3-8	ELOR   RECEPTION
7 	 A02 
1

POWER PLAN - BUILDING A	POWER PLAN - BUILDING A

REFER TO E210 AND REVISE TV POWER OUTLET TO BE AT 84" AFF	REFER TO E210 AND REVISE TV POWER OUTLET TO BE AT 84" AFF
	
TETER, INC. FRESNO HEADQUARTERS VISALIA
BAKERSFIELD MODESTO
SAN LUIS OBISPO
	ONLINE SCHOOL & SPECIAL EDUCATION ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT

CLOVIS, CA
	JOB NUMBER:
 12242.00 
DWG. DATE:
10/16/23
	
		AD3-E02

ADDENDUM DRAWING

AV
T
AV
AV 2
AV 2
TWO 4"C (DATA)

WAP

2 +84"

S

T 2
DC DC CR

AV2
OFFICE	PS
 A73 
12

WAITING
 A03 

S	+63"2 +63"	10

WAP	+96"

+84" 2

P
2
+84"	+1

2
+102

ONE 1-1/4

SIGNAL PLAN - BUILDING A

REFER TO E410 AND REVISE TV DATA/AV OUTLET TO BE AT 84" AFF

SIGNAL PLAN - BUILDING A

REFER TO E410 AND REVISE TV DATA/AV OUTLET TO BE AT 84" AFF

S

+84" WAP	2

CR DC DC PS CUST.
 A32 	OFFICE
12	FD	 A33 
S	S		10 +63"2

2
2"
P
2
2"	+84"

+84"

+84"

10

10
AV	2 COUNSELOR
2 AV
 A27                    +63" +63"

16	S

10
+63"2 +63"

RECEPTIO
 A02 

SIGNAL PLAN - BUILDING A

REFER TO E410 AND REVISE TV DATA/AV OUTLET TO BE AT 84" AFF

SIGNAL PLAN - BUILDING A

REFER TO E410 AND REVISE TV DATA/AV OUTLET TO BE AT 84" AFF

TETER, INC. FRESNO HEADQUARTERS VISALIA
BAKERSFIELD MODESTO
SAN LUIS OBISPO

ADDENDUM DRAWING

ONLINE SCHOOL & SPECIAL EDUCATION ADMINISTRATION DISTRICT OFFICE EXPANSION

CLOVIS UNIFIED SCHOOL DISTRICT

CLOVIS, CA

JOB NUMBER:
 12242.00 
DWG. DATE:

10/16/23 AD3-E03

	
TETER, INC. FRESNO HEADQUARTERS VISALIA
BAKERSFIELD MODESTO
SAN LUIS OBISPO
	ONLINE SCHOOL & SPECIAL EDUCATION ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT

CLOVIS, CA
	JOB NUMBER:
 12242.00 
DWG. DATE:
10/17/23
	
		AD3-E04

PANEL:	L1
150 AMP BUS	MAIN:	150A CB	LOCATION:	ELECTRICAL ROOM
NEW LIGHTING	277/480V, 3 PH, 4 W	TRIP:	THERMAL-MAGNETIC	MOUNTING:	SURFACE PER DETAIL 10/E600 PANELBOARD	100% RATED NEUTRAL	A.I.C.:            22000 A	ENCLOSURE:	NEMA 1
	
CIRCUIT
	BREAKER
	
SERVES
	VOLT-AMPERES
	
SERVES
	BREAKER
	CIRCUIT
	
CKT

NO.
	PNL

SPACE
	
AMP
	
POLE
		
LOAD
	
A
	
B
	
C
	
LOAD
		
AMP
	
POLE
	PNL

SPACE
	CKT

NO.
	
1
	1
	20
	1
	LIGHTING - SOUTH WEST
	2413
	2588
			175
	LIGHTING - EXTERIOR ENTRYWAY
	20
	1
	2
	2
	
3
	3
	20
	1
	LIGHTING - MAIN CORRIDOR
	1500
		2078
		578
	LIGHTING - EXTERIOR CANOPY
	20
	1
	4
	4
	
5
	5
	20
	1
	LIGHTING - FLEX SPACE
	1524
			2377
	853
	LIGHTING - EXTERIOR EXTERIOR
	20
	1
	6
	6
	
7
	7
	20
	1
	LIGHTING - SOUTH EAST
	3068
	3698
			630
	LIGHTING - PARKING LOT WEST
	20
	1
	8
	8
	
9
	9
	20
	1
	LIGHTING - RECEPTION/LOBBY
	837
		1957
		1120
	LIGHTING - PARKING LOT EAST
	20
	1
	10
	10
	
11
	11
	20
	1
	LIGHTING - STEM/COMPUTER LAB
	954
			1056
	102
	LIGHTING - SOUNT POLE LIGHTS
	20
	1
	12
	12
	
13
	13
	20
	1
	LIGHTING - ADMIN
	1618
	1618
			0
	SPARE
	20
	1
	14
	14
	
15
	15
	20
	1
	LIGHTING - RR/LOUNGE/ELEC/IT
	1112
		1112
		0
	SPARE
	20
	1
	16
	16
	
17
	17
	20
	1
	SPARE
	0
			0
	0
	SPARE
	20
	1
	18
	18
	
19
	19
	20
	1
	SPARE
	0
	0
			0
	SPARE
	20
	1
	20
	20
	
21
	21
	20
	1
	SPARE
	0
		0
		0
	SPARE
	20
	1
	22
	22
	
23
	23
	20
	1
	SPARE
	0
			0
	0
	SPARE
	20
	1
	24
	24
	
25
	25
	20
	1
	SPARE
	0
	0
			0
	SPARE
	20
	1
	26
	26
	
27
	27
	20
	1
	SPARE
	0
		0
		0
	SPARE
	20
	1
	28
	28
	
29
	29
	20
	1
	SPARE
	0
			0
	0
	SPARE
	20
	1
	30
	30
	
31
	31
	20
	1
	SPARE
	0
	0
			0
	SPARE
	20
	1
	32
	32
	
33
	33
	20
	1
	SPARE
	0
		0
		0
	SPARE
	20
	1
	34
	34
	
35
	35
	20
	1
	SPARE
	0
			0
	0
	SPARE
	20
	1
	36
	36
	
37
	37
	20
	1
	SPARE
	0
	0
			0
	SPARE
	20
	1
	38
	38
	
39
	39
	20
	1
	SPARE
	0
		0
		0
	SPARE
	20
	1
	40
	40
	
41
	41
	20
	1
	SPARE
	0
			0
	0
	SPARE
	20
	1
	42
	42
	
	TOTAL CONNECTED LOAD (VA) :
	7904
	5147
	3433

TOTAL CALCULATED LOAD FOR PANEL:

16484 VA
		
	25% LCL/LML (VA) :
	0
	0
	0
			
	TOTAL CALCULATED LOAD (VA) :
	7904
	5147
	3433
			
	TOTAL CALCULATED LOAD (AMPS) :
	28.5
	18.6
	12.4

ADDENDUM DRAWING

TETER, INC.
FRESNO HEADQUARTERS
VISALIA
BAKERSFIELD
MODESTO
SAN LUIS OBISPO
DWG. DATE:
JOB NUMBER:
ADDENDUM DRAWING
AD3-E05
12242.00
10/17/23
ONLINE SCHOOL & SPECIAL EDUCATION
ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT
CLOVIS, CA
TOTAL CALCULATED LOAD (AMPS) :
996.6
960.7
958.5
TOTAL CALCULATED LOAD (VA) :
276054
266122
265516
25% LCL/LML (VA) :
0
0
0
TOTAL CONNECTED LOAD (VA) :
276054
266122
265516
0
0
0
0
8
8
70
3
SOLAR PV READY - (FUTURE PHASE 2)
0
0
0
0
0
0
7
7
45
3
BATTERY ENERGY STORAGE SYSTEM -
(FUTURE PHASE 2)
0
0
0
0
0
0
6
6
400
3
FUTURE OFFICE BUILDING - (PHASE 2)
0
0
0
0
0
0
5
5
800
3
FUTURE SHOPS - (PHASE 2)
0
0
0
0
0
0
4
4
225
3
FUTURE EV CHARGING - (PHASE 2)
0
0
0
0
0
0
3
3
800
3
FUTURE BUILDING (PHASE 3)
0
0
145604
145604
146524
146524
2
2
800
3
SWITCHBOARD 'SA'
154646
154646
119912
119912
119598
119598
1
1
800
3
SWITCHBOARD 'SB'
121408
121408
NO.
SPACE
CKT
PNL
AMP
POLE
SERVES
LOAD
A
B
C
CIRCUIT
BREAKER
VOLT-AMPERES
ENCLOSURE: NEMA 3R
MOUNTING: PAD PER DETAIL
1/E600
LOCATION: ELECTRICAL YARD
A.I.C.: 65 kAIC
TRIP: ELECTRONIC LSIG
MAIN: 2000A CB
NEUTRAL: 100% RATED NEUTRAL
NEW MAIN SWITCHBOARD
VOLTAGE: 277/480V, 3 PH, 4 W
BUS: 2000 AMP BUS
PANEL:
MSB

NOTES:
* Astronomic Time Clock (ATC) through SensorView software.
	
TETER, INC. FRESNO HEADQUARTERS VISALIA
BAKERSFIELD MODESTO
SAN LUIS OBISPO
	ONLINE SCHOOL & SPECIAL EDUCATION ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT

CLOVIS, CA
	JOB NUMBER:
 12242.00 
DWG. DATE:
10/17/23
	
		AD3-E06

LIGHTING CONTROL PANEL - BUILDING A	LOCATION:	ELECTRICAL ROOM nLIGHT RELAY PANEL MODEL: ARP INTENCO8 NLT 8FCR MVOLT 1VB HLK SM DTC	MOUNTING:	SURFACE 120/277V WITH TWELVE 30AMP RELAYS AND	ENCLOSURE:	NEMA 1
CA TITLE 24 COMPLIANT ASTRONOMIC TIME CLOCK
	
LOW VOLTAGE INPUT
	HIGH VOLTAGE OUTPUT
	
CONTROL SCHEME
	DEVICE ADDRESS
	DEVICE
	PANEL
	CIRCUIT
	WATTAGE
	DESCRIPTION
	
ATC*
	nRP 1 Relay 1
	Relay 1
	L1
	2
	175
	BUILDING ENTRYWAY
	
ATC*
	nRP 2 Relay 2
	Relay 2
	L1
	4
	123
	STEM CANOPY
	
ATC*
	nRP 3 Relay 3
	Relay 3
	L1
	6
	578
	BUILDING EXTERIOR
	
ATC*
	nRP 4 Relay 4
	Relay 4
	L1
	8
	350
	PARKING LOT WEST 'a'
	
ATC*
	nRP 5 Relay 5
	Relay 5
	L1
	8
	280
	PARKING LOT WEST 'b'
	
ATC*
	nRP 6 Relay 6
	Relay 6
	L1
	10
	560
	PARKING LOT WEST 'a'
	
ATC*
	nRP 7 Relay 7
	Relay 7
	L1
	10
	560
	PARKING LOT WEST 'b'
	
ATC*
	nRP 1 Relay 8
	Relay 8
	L1
	6
	455
	BUILDING EXTERIOR
	
ATC*
	nRP 1 Relay 9
	Relay 9
	L1
	12
	102
	SOUTH POLE LIGHTS
	
ATC*
	nRP 1 Relay 10
	Relay 10
				SPARE
	
ATC*
	nRP 1 Relay 11
	Relay 11
				SPARE
	
ATC*
	nRP 1 Relay 12
	Relay 12
				SPARE
	
	nRP Main (Sensor)
	SPACE

ADDENDUM DRAWING

2"
1'-0"
2" (MAXIMUM)
SHALL NOT BE SET
BACK MORE THAN
2" FROM EDGE OF
PAD
CLIP
15
7'-7 1/2"
2"
9 inch	9 inch

FURNISH AND INSTALL ALL OF THE FOLLOWING GROUNDING ELECTRODES WITHIN THE CONCRETE SERVICE ENTRANCE EQUIPMENT PAD:

1.	 A CONCRETE-ENCASED ELECTRODE CONSISTING OF AT LEAST 20-FT OF BARE #3/0 COPPER CONDUCTOR AND BONDED TO THE SERVICE ENTRANCE EQUIPMENT GROUNDING BUS.

2.	A 3/4"-DIAMETER x 10-FTLENGTH, COPPER-CLAD STEEL GROUNDING ROD.

3.	BOND STRUCTURAL TO THE GROUNDING ROD

4.	CONNECTION TO U.G. WATER PIPE

3'-0"	UNDERGROUND	METER/MAIN	DISTRIBUTION	DISTRIBUTION PULL SECTION                           SECTION                               SECTION                                   SECTION
CONNECT ALL SECTIONS TOGETHER WITH 3/8" DIAMETER BOLTS AT TOP, BOTTOM, FRONT AND REAR OF EACH
(FRONT)	SECTION PER THE MANUFACTURER'S INSTRUCTIONS

EUSERC DWG	333
SECURELYANCHOR EACH SECTION TO THE PAD AT ALL
CORNERS WITH 1/2" DIAMETER STAINLESS STEEL HILTI	CLIP	SPD	SPD KWIK-BOLT TZ2, WITH 1/2"x1.25" STEEL BELLEVILLE
WASHER (WASHER MUST BE FACE UP, PER	15 MANUFACTURER INSTRUCTION), 4" EMBEDMENT, ONE
PER CORNER. INSTALL PER ICC-ES REPORT ESR 4266.
FRONT EDGE OF	CT DWG	322,330
SWITCHBOARD		EURSERC TERMINATION	unusable	unusable 6" THICK CONCRETE PAD WITH 12" THICKENED EDGE                                                      DWG. 345,347
(EXTENDED 2" MAXIMUM BEYOND PERIMETER OF EQUIPMENT FOOTPRINT) WITH #4 REBAR AT 18" O.C. EACH DIRECTION, CENTERED IN THE CONCRETE SLAB. THE CONCRETE SHALL HAVE A MINIMUM TESTED ULTIMATE COMPRESSIVE STRENGTH OF 3500 PSIAT 28 DAYS

54	54

4'-0" (MINIMUM)		3" FINISHED GRADE
LEVEL CONCRETE

3'-6"	3'-0"	3'-6"	3'-6"
6"

MAINSWITCHBOARD 'MSB'ELEVATION REFER TO 1/E600
	
TETER, INC. FRESNO HEADQUARTERS VISALIA
BAKERSFIELD MODESTO
SAN LUIS OBISPO
	ONLINE SCHOOL & SPECIAL EDUCATION ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT

CLOVIS, CA
	JOB NUMBER:
 12242.00 
DWG. DATE:
10/17/23
	
		AD3-E07

ADDENDUM DRAWING

	
TETER, INC. FRESNO HEADQUARTERS VISALIA
BAKERSFIELD MODESTO
SAN LUIS OBISPO
	ONLINE SCHOOL & SPECIAL EDUCATION ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT

CLOVIS, CA
	JOB NUMBER:
 12242.00 
DWG. DATE:
10/17/23
	
		AD3-E08

LIGHTING FIXTURE SCHEDULE - ADDENDUM #3 REVISIONS

FIXTURE DESIGNATION
	
FIXTURE VOLTAGE
	
FIXTURE WATTAGE
	
MOUNTING
	DRIVER & COLOR TEMP
	
DESCRIPTION
	
MANUFACTURER
	
CATALOG #

S3
	
277 V
	
102
	
POLE PER 6/E601
	
LED - 4000K
	POLE MOUNTED LED FIXTURE -DUAL HEAD
	
LITHONIA
	FIXTURE: DSX1 LED-P1-40K-T4M-MVOLT-SPA-PIR* POLE: SSS-14-6-5G-DM28AS-UL-STLHHC-FBCSTL2PC-*

S4
	
277 V
	
34
	
POLE PER 8/E601
	
LED - 4000K
	POLE MOUNTED LED FIXTURE -SINGLE HEAD
	
LITHONIA
	DSX0 LED-P2-40K-T3LG-MVOLT-SPA-*
POLE: SSS-12-4G-DM19AS-UL-STLHHC-FBCSTL2PC-*

S5
	
277 V
	
34
	
POLE PER 8/E601
	
LED - 4000K
	POLE MOUNTED LED FIXTURE -SINGLE HEAD
	
LITHONIA
	DSX0 LED-P2-40K-T4M-MVOLT-SPA-*
POLE: SSS-15-4G-DM19AS-UL-STLHHC-FBCSTL2PC-*

ADDENDUM DRAWING

2 AV

RP	2
41	2	OFFICE A62

+43" 2

TO MAIN SWITCHBOARD 'MSB' FOR CONTINUATION,
SEE DRAWING E110

THREE 3"C

SWITCHBOARD 'SA'

POWER PLAN - BUILDING A REFER TO E210 AND LOCATION OF SWITCHBOARD 'SA'
	
TETER, INC. FRESNO HEADQUARTERS VISALIA
BAKERSFIELD MODESTO
SAN LUIS OBISPO
	ONLINE SCHOOL & SPECIAL EDUCATION ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT

CLOVIS, CA
	JOB NUMBER: 12242.00
	
		DWG. DATE:
10/16/23
	
		AD3-E09

ADDENDUM DRAWING

5'-0"	3"	 POLE HEIGHT PER FIXTURE SCHEDULE
	
TETER, INC. FRESNO HEADQUARTERS VISALIA
BAKERSFIELD MODESTO
SAN LUIS OBISPO
	ONLINE SCHOOL & SPECIAL EDUCATION ADMINISTRATION DISTRICT OFFICE EXPANSION
CLOVIS UNIFIED SCHOOL DISTRICT

CLOVIS, CA
	JOB NUMBER: 12242.00
	
		DWG. DATE:
10/17/23
	
		AD3-E10

TYPE 'S4' or 'S5' FIXTURE

4" SQUARE STRAIGHT STEEL POLE. DURABLE FACTORYAPPLIED POWDER COAT FINISH MATCHING FIXTURE FINISH

4" X6 1/2" HANDHOLE WITH W.P. GASKET, COVER AND GROUNDING LUG

BASE COVER (PROVIDE DRY PACK BENEATH)

SMOOTH FINISHED CONCRETE POLE BASE FOOTING WITH 1" CHAMFERED EDGE AT TOP

FINISH GRADE

FOUR ANCHOR BOLTS PER POLE MANUFACTURER'S WRITTEN REQUIREMENTS
ELECTRICAL CIRCUITING PER SITE PLAN

EIGHT #4 REBAR WITH #3 HORIZONTAL TIES @
8" O.C. AND 3 #3 TIES WITHIN TOP 8" OF FOOTING.

2' DIAMETER

POLEFIXTURE MOUNTING	N.T.S.
	
8

ADDENDUM DRAWING