6-2-CR27009-26081280 Approved Plans.pdf

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

01 07/01/26 PERMIT SET

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TITLE SHEET

GI-001

TOOELE TECH

FENCING AND GATES

88 SOUTH TOOELE BLVD.

TOOELE, UTAH 84074

JULY 01, 2026

PERMIT SET

STATE OF UTAH

DEPARTMENT OF ADMINISTRATIVE SERVICES

DIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT

4315 South 2700 West, Floor 3 | Taylorsville, UT 84129 / www.dfcm.utah.gov

DFCM PROJECT NO. 26081280

ROCKY MOUNTAIN

CONSULTING ENGINEERS

2332 W.12600 S. / RIVERTON, UTAH 84065

801.566.0503 / www.rmceut.com

ELECTRICAL ENGINEER

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

07/19/2026

AE-101

A1

SIM

Room name

150 SF

DETAIL CALLOUT

BUILDING SECTION

WALL SECTION

DETAIL SECTION

ROOM NAME

ROOM NUMBER

ROOM SQ. FT.

(WHERE OCCURS)

DRAWING REVISION

REVISION NUMBER

NORTH ARROW

A GRID REFERENCE

CENTER LINE

CEILING HEIGHT

LEVEL

ELEVATION

VERTICAL ELEVATION

SPOT ELEVATION

DOOR NUMBER

WALL TYPE

WINDOW TYPE

KEYED NOTE

KEYED NOTE

GLASS TYPE

GRAPHIC SYMBOLS

N

A1

AE-101

SIM

A1

AE-101

SIM

A1

AE-101

SIM

CMU MASONRY

EARTH

CONCRETE

GRAVEL

STEEL

ALUMINUM

RIGID INSULATION

BATT INSULATION

STRUCTURAL FILL

BRICK MASONRY

PLYWOOD

PARTICLEBOARD

GYPSUM BOARD

ASPHALT PAVING

MATERIALS

WOOD (STUDS / NAILERS)

WOOD (BLOCKING)

WOOD

For the purpose of this section, deferred submittals are defined as per section 107.3.4.1 of the IBC. Submittal documents for deferred submittal items shall be submitted to the engineer/architect for their review for general conformance with the design of the building. After submittals are reviewed for general conformance by the architect and engineer of record, deferred submittals must be submitted to the building official for approval and that deferred items are not to be installed until approved by the building official (see IBC 107.3.4.1). Deferred submittals for this project are:

ITEM #1 NONE

1. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE

EXTENT OF WORK AND COORDINATE ALL TRADES.

2. ALL DIMENSIONS ARE TO BE FIELD VERIFIED. VARIATIONS IN DIMENSIONS,

EXISTING CONDITIONS, PROPERTY LINE RELATIONSHIPS, UTILITY

LOCATIONS, GATE OPENINGS, FENCE LAYOUTS, OR OTHER CONDITIONS

AFFECTING THE WORK SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO

ORDERING, FABRICATION, OR INSTALLATION.

3. DO NOT SCALE DRAWINGS. STATED AND WRITTEN DIMENSIONS GOVERN.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS IN THE FIELD AND SHALL BE RESPONSIBLE FOR THEIR

ACCURACY.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK REGARDLESS OF THE

LOCATION OF INFORMATION IN THE CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL UTILIZE THE DRAWINGS AND SPECIFICATIONS TO

PROVIDE COMPLETE CONSTRUCTION OF THE PROJECT.

5. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE

NOT INTENDED. THE CONTRACTOR SHALL CLARIFY DISCREPANCIES WITH

THE ARCHITECT PRIOR TO ORDERING, FABRICATION, OR COMMENCING

WORK.

6. PROTECT EXISTING BUILDINGS, SITE ELEMENTS, PAVING, CURBS, UTILITIES,

LIGHT POLE BASES, ELECTRICAL EQUIPMENT, WATERLINES, STORM

DRAINAGE ELEMENTS, LANDSCAPING, IRRIGATION, FENCING, AND OTHER

EXISTING IMPROVEMENTS SCHEDULED TO REMAIN.

7. DAMAGE TO EXISTING ELEMENTS CAUSED BY WORK OF THIS PROJECT

SHALL BE PATCHED, REPAIRED, REPLACED, OR RESTORED TO MATCH OR

EXCEED EXISTING CONDITION, AS ACCEPTABLE TO OWNER AND ARCHITECT,

AT NO ADDITIONAL COST TO OWNER.

8. CONTRACTOR SHALL FIELD LOCATE AND VERIFY EXISTING UNDERGROUND

UTILITIES PRIOR TO EXCAVATION, POST HOLE DIGGING, SAWCUTTING,

TRENCHING, OR OTHER WORK THAT MAY AFFECT EXISTING UTILITIES.

9. CONTRACTOR SHALL COORDINATE FENCE LAYOUT, GATE LAYOUT, GATE

OPERATOR LOCATIONS, ACCESS CONTROL PEDESTALS, VEHICLE LOOPS,

CONDUIT ROUTING, PROPERTY LINES, EXISTING UTILITIES, EXISTING PAVING,

EXISTING CURBS, EXISTING LANDSCAPING, AND OTHER SITE CONDITIONS

PRIOR TO FABRICATION AND INSTALLATION.

10. CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO THE FACILITY DURING

CONSTRUCTION AND SHALL COORDINATE TEMPORARY CLOSURES, DRIVE

AISLE RESTRICTIONS, STAGING, AND WORK SEQUENCING WITH OWNER

PRIOR TO PERFORMING SUCH WORK.

11. CONTRACTOR'S STAGING AREA SHALL BE COORDINATED WITH OWNER.

STAGING AREA SHALL NOT BLOCK REQUIRED ACCESS, DRIVE AISLES,

DOORS, WALKS, EMERGENCY ACCESS, OR OTHER AREAS REQUIRED TO

REMAIN OPERATIONAL.

12. CONTRACTOR SHALL KEEP WORK AREAS CLEAN AND SHALL REMOVE

CONSTRUCTION DEBRIS, EXCESS EXCAVATED MATERIAL, PACKAGING, AND

WASTE MATERIALS FROM THE PROJECT SITE UNLESS OTHERWISE

DIRECTED BY OWNER.

North: ______ South: ______ East: ______ West: ______

Special Use and Occupancy (e.g. High Rise, Covered Mall): __________________

Official for Complex Buildings. Including, but not limited to:

g) Fire Stopping, Including Tested Design Number.

f) Exterior and Interior Accessibility Route.

e) Fire Assembly Locator Sheet.

a) High Rise Requirements.

b) Atriums.

c) Performance Based Criteria.

d) Means or Egress Analysis.

2) Additional Code Information shall be provided at the discretion of the Building

Code Accessibility Chapters, the more restrictive requirement shall govern.

through - ADA Guidelines and specific reference to the International Building

1) In case of conflict with the U.S. Department of Justice Federal Registers Parts

FOOTNOTES:

d) Drinking Fountains: ______ Service Sinks: ______

c) Bath Tubs or Showers: ______

b) Lavatories - Required (m) ______ (f) ______ Provided (m) ______ (f) ______

a) Water Closets - Required (m) ______ (f) ______ Provided (m) ______ (f) _____

M. Minimum Number of Required Plumbing Facilities:

Exit Width Required: ______ Exit Width Provided: ______

Element Hours Assembly ListingListing

Element AssemblyHours

Smoke Partitions

Fire Partitions

Exterior Bearing Walls

Interior Bearing Walls

Exterior Non-Bearing Walls

Structural Frame

Partitions - Permanent

Fire Barriers

Floors - Ceiling Floors

Roofs - Ceiling Roofs

Exterior Doors and Windows

Shaft Enclosures

Fire Walls

BAHTBABABA

Design Wind Speed: ______ mphB. Seismic Design Category: ______

L. Design Occupant Load: ______

K. Fire Resistance Rating Requirements for Building Elements (hours).

Area Modifications:J:

____________________________________________Tabular Area:I:

per Floor (square feet): ___________________Actual AreaH:

Number of Stories: ______ Building Height: ____________G:

Required: ______ Provided: ______ Type of Sprinkler System: ____________

Sprinklers:F:

Mixed Occupancies: ______ Nonseparated Uses: ______E.

separation distance (in hours):

Requirements for the Exterior Walls based on the fireFire Resistance RatingD.

C. Type of Construction (circle one):

Change in Use: Yes ______ No ______ Mixed Occupancy: Yes ______ No ______

Guidelines

ADA Accessibility

Building Conservation

Uniform Code for

National Electrical Code

Conservation Code

International Energy

International Fire Code

International Plumbing Code

International Mechanical Code

International Building Code

YearYear

APPLICABLE CODES

A. Occupancy and Group: ________ ________ ________ ________ ________

CODE ANALYSIS

B

X X

YES NFPA 13

1st FLOOR - 73,162 2nd FLOOR - 36,165

N.A.

N.A.

N.A.

N.A.

D 108

YES

40' - 0"

YES

F-1 A-2 A-3 H-2

N/A N/A N/A N/A

YES

TOTAL - 109,327

N.A. - EXTG. BLDG.

N.A. - EXTERIOR FENCING & GATE PROJECT

N.A. - EXTERIOR FENCING & GATE PROJECT

N.A. - EXTERIOR FENCING & GATE PROJECT

N.A. - EXTERIOR FENCING & GATE PROJECT

2024 IBC

2024 IMC

2024 IPC

2024 IFC

2023 NEC

N.A.

2024 IECC ICC A117.1-2009

WORK REQUIREMENTS & LIMITATIONS

A. NOTE THAT THIS FACILITY IS TO REMAIN OPEN AND OPERATIONAL (NORMAL BUSINESS HOURS) DURING

THIS CONSTRUCTION PROJECT - ALL WORK INVOLVED WITH THIS PROJECT THAT MAY IMPACT NORMAL

OPERATION, MUST BE CAREFULLY SCHEDULED AND COORDINATED WITH THE OWNER PRIOR TO

PERFORMING SUCH WORK.

B. THE CONTRACTOR IS REQUIRED TO SUBMIT A PLAN LAYING OUT MEANS AND METHODS FOR STAGING / PHASING THIS PROJECT IN A MANNER THAT WILL ALLOW BUSINESS TO OPERATE IN A MANNER AS CLOSE TO "NORMAL" AS POSSIBLE - THIS PLAN MUST ALSO LAYOUT SAFETY MEASURES / PRECAUTIONS NECESSARY TO KEEP THE PUBLIC AND STAFF SAFE DURING THIS PROCESS - THE CONTRACTOR MUST ALSO HAVE A PLAN FOR KEEPING DUST AND DEBRIS CONTROLLED IN A MANNER AS TO NOT AFFECT THE AREAS NOT ACTIVELY BEING WORKED IN - THIS PLAN MUST BE SUBMITTED TO THE OWNER AND

ARCHITECT FOR APPROVAL PRIOR TO STARTING WORK.

C. CLEANING OF CONSTRUCTION RELATED DUST / DEBRIS IN AREAS MEANT TO BE OPERATIONAL DURING

CONSTRUCTION, MUST BE DONE DAILY.

D. TO MINIMIZE FACILITY DISRUPTION, WORK IS NOT TO BEGIN UNTIL ALL NEW BUILDING PRODUCTS / ACCESSORIES ARE ON-SITE AND/OR VERIFIED TO BE IN THE CONTRACTORS STORAGE FACILITIES.

E. CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE / BUILDING ELEMENTS AND FINISHES - ANY EXISTING ELEMENTS AND FINISHES THAT ARE ADVERSELY AFFECTED BY THE WORK OF THIS PROJECT WILL BE THE CONTRACTORS RESPONSIBILITY TO PATCH / REPAIR / REPLACE / REFINISH AS REQUIRED TO BRING THE AFFECTED ELEMENTS BACK TO ITS ORIGINAL OR

BETTER THAN ORIGINAL CONDITION, AS DEEMED ACCEPTABLE BY THE OWNER AND ARCHITECT.

F. CONTRACTOR IS TO COORDINATE STAGING AREAS, DUMPSTER LOCATIONS, CONTRACTOR PARKING ETC. WITH THE OWNER - STAGING AREA IS TO HAVE A 6' TALL, TEMPORARY CHAIN LINK FENCE (WITH

LOCKABLE GATES AS REQ'D.) - FENCE / GATES SHALL HAVE NO GAPS LARGER THAN 4"

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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26081280

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GTE

SPE

SPE

SHEET NUMBER:

SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

01 07/01/26 PERMIT SET

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GENERAL

INFORMATION

GI-002

@ at

ABV above

ACOUS acoustical

ACT acoustical ceiling tile

AD area drain

ADJ adjustable

AFF above finished floor

ALT alternate

ALUM aluminum

APPROX approximate

ARCH architect

B.O. bottom of

BALC balcony

BD board

BET between

BLDG building

BLKG blocking

BLW below

BM beam

BOT bottom

BRKT bracket

BULKHD bulkhead

BUR built up roof

C.G. corner guard

CAB cabinet

CALK caulking

CEM cement

CER ceramic

CJ control joint

CLG ceiling

CLOS closet

CLR clear

CO cased opening

COL column

CONC concrete

CONT continuous

CPT carpet

CT ceramic tile

CTR center

DBL double

DET detail

DIA diameter

DIM dimension

DN down

DR door

DS down spout

DW dishwasher

DWG drawing

Ø diameter

(E) existing

E east

ABBREVIATIONS DRAWING INDEX

DRAWING TITLESHT. #

GENERAL:

GI-001 TITLE SHEET

GI-002 GENERAL INFORMATION

GI-003 DFCM FORMS

ARCHITECTURAL:

AE-101 SITE PLAN - OVERALL

AE-102 SITE PLAN - ENLARGED

AE-103 ENLARGED GATES

AE-501 DETAILS

AE-502 DETAILS

ELECTRICAL:

E000 ELECTRICAL GENERAL SHEET

E001 OVERALL SITE PLAN

E100 ENLARGED ELECTRICAL PLAN

E501 ELECTRICAL DETAILS

PROJECT LOCATION

DEFERRED SUBMITTALS

GENERAL NOTES

EA each

EIFS exterior insulation & finish system

ELEC electrical

ELEV elevation

EMER emergency

ENCL enclosure

EOS edge of slab

EQ equal

EQUIP equipment

ETR existing to remain

EW each way

EWC electric water cooler

EXP. JT. expansion joint

EXTG. existing

F.O. face of

FA fire alarm

FAP fire annunciator panel

FD floor drain

FE fire extinguisher

FEC fire extinguisher cabinet

FG finish group

FH fire hydrant

FHC fire hose cabinet

FIN finish

FLR floor

FRT fire retardant treated

FT foot or feet

FUR furring

FV field verify

GAL gallon

GALV galvanized

GB grab bar

GC general contractor

GL glass

GND ground

GWB gypsum board

GYP gypsum

H.W.H. hot water heater

HC handicapped

HDWD hardwood

HDWR hardware

HM hollow metal

HORIZ horizontal

HR hour

HT height

ID inner diameter

INCAN incandescent

INSUL insulation

INT interior

JAN janitor

JST joist

JT joint

LAM laminate

LAV lavatory

LB(S) pounds

LDG landing

LT light

MAX maximum

MECH mechanical

MEMB membrane

MEP mechanical, electrical, plumbing

MFR manufacturer

MIN minimum

MISC miscellaneous

MTD mounted

MTL metal

(N) new

N north

NIC not in contract

NO number

NOM nominal

NTS not to scale

O.P. overflow pipe

OA overall

OC on center

OD outside diameter

OFF office

OH opposite hand

OPG opening

OPP opposite

PART partition

PERM perimeter

PG paint grade

PLAM plastic laminate

PLAS plaster

PLYWD plywood

PR pair

PT paint

PTD painted

R riser

RAD radius

RCP reflected ceiling plan

RD roof drain

RE refer

REF refrigerator

REINF reinforced

REQD required

RESIL resilient

RM room

RO rough opening

RTU root top unit (mechanical)

S south

SAFB sound attenuation fiber batt

SC scupper

SCHED schedule

SEAL sealant

SECT section

SF square foot

SHT sheet

SIM similar

SPEC specification

SQ square

SS stainless steel

STD standard

STL steel

STOR storage

STRUCT structural

SUSP suspended

SYM symmetrical

T&G tongue & groove

TEL telephone

TER terrazzo

THK thick

THR threshold

TO top of

TOM top of masonry

TYP typical

UC undercut

UNFIN unfinished

UNO unless noted otherwise

UON unless otherwise noted

UTIL utility

VCT vinyl composition tile

VERT vertical

VIF verify in field

VTR vent termination pipe

VWC vinyl wall covering

W west

W/ with

W/O without

WC water closet

WIN window

WP waterproof

WSCT wainscot

WT weight

WWF welded wire fabric

PROJECT

LOCATION

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

N .A

T h e f o ll o w in g d o c u m e n ts a re r e q u ir e d b e fo re a c e rt if ic a te o f o c c u p a n c y i s i s s u e d

A c o d e i n s p e c ti o n r e p o rt r e c o m m e n d in g t h a t a c e rt if ic a te o f o c c u p a n c y b e i s s u e d

F in a l re p o rt f ro m t h e s p e c ia l in s p e c ti o n a g e n c y

C e rt if ic a te o f fi re c le a ra n c e f ro m t h e S ta te

F ir e M a rs h a ll.

F in a l a p p ro v a l fr o m t h e S ta te

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F in a l a p p ro v a l fr o m t h e S ta te b o ile r in s p e c to r, i f a p p lic a b le

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COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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SHEET NUMBER:

SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

01 07/01/26 PERMIT SET

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DFCM FORMS

GI-003

THERE ARE NO SPECIAL

INSPECTIONS REQUIRED

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

W W

W W

W W

W

W W

W W

W

PROJECT

AREA

LEVEL 1

LEVEL 2

CDL TRAINING RANGE

SEE ENLARGED SITE PLAN

ON AE-102. SEE ENLARGED

GATE PLANS ON AE-103

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

01 07/01/26 PERMIT SET

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SITE PLAN -

OVERALL

AE-1011" = 50'-0"A1 SITE PLAN - OVERALL

PROJECT NORTH

ACTUAL NORTH

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W

W

W W

W W

W W

W W

W W

W W

W

SD

SD

SD

SD

SD

S D

S D

S D

S D

S D

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W

W W

W

W

W W

W W

W W

W

W

W

W

W

W

AE-103

A1

AE-103

A4

MILLBURN DRIVE

S

O U

T H

S T R

E E

T

PR

O

PE

R

TY

L

IN

E

PR

O

PE

R

TY

L

IN

E

PROPERTY LINE

P R

O P

E R

T Y

LIN

E

PROPERTY LINE

P R

O P

E R

TY

L

IN

E

PROPERTY LINE

PROPERTY LINE TO

℄ OF CHAIN LINK

FENCE (TYP. UNO)

PROPERTY LINE TO

℄ OF CHAIN LINK

FENCE (TYP. UNO)

P R

O P

E R

TY

L

IN

E

F C

H A

IN

L

IN

K

FE

C E

(T Y

P . U

N O

CDL TRAINING RANGE

PR

O

PE

R

TY

L

IN

E

1' - 6"

ENTRY #01

ENTRY #02

1' - 6"

+/- 40' - 0"

# KEYED NOTES

1. PROVIDE AND INSTALL NEW 8'-0" HIGH ORNAMENTAL METAL FENCE SYSTEM - REFER TO DETAIL

A3/AE-501 AND SECTION 323119. BASIS OF DESIGN: AMERISTAR MONTAGE II, MAJESTIC STYLE, BLACK.

MODIFY EXISTING GRADE AS REQUIRED TO ALLOW EACH FENCE PANEL TO BE INSTALLED LEVEL AND TO MAINTAIN NOT MORE THAN A 2" GAP BETWEEN BOTTOM OF FENCE PANEL AND FINISHED GRADE.

2. NEW GATE OPERATOR ON NEW 4" CONCRETE SLAB ON 4" GRAVEL BASE - COORDINATE SLAB SIZE, EXACT LOCATION, OPERATOR ARM CLEARANCES, CONDUIT LOCATIONS, AND ALL OTHER REQUIREMENTS WITH GATE OPERATOR MANUFACTURER'S WRITTEN INSTRUCTIONS, SECTION 323111, AND ELECTRICAL DRAWINGS. LOCATE AS REQUIRED TO ALLOW GATES TO SWING OPEN A MINIMUM OF 90 DEGREES.

3. NEW 8'-0" TALL DOUBLE-SWING ORNAMENTAL METAL VEHICULAR GATE SYSTEM - PROVIDE GATE LEAVES, GATE POSTS, HINGES, STOPS, RECEIVERS, BRACKETS, OPERATOR ATTACHMENT HARDWARE, AND ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION AND COORDINATION WITH AUTOMATIC GATE OPERATORS - SEE SECTION 323119 AND SECTION 323111. ACCESS CONTROL PEDESTALS, KEYPADS, CARD READERS, PROXIMITY READERS, ACCESS CONTROL CABLING, AND ACCESS CONTROL PROGRAMMING ARE SHOWN ON ELECTRICAL DRAWINGS. GATE OPERATORS, REMOTE TRANSMITTERS, VEHICLE DETECTION LOOPS, FREE-EXIT LOOPS, REVERSING / OBSTRUCTION LOOPS, AND UL 325 ENTRAPMENT PROTECTION COMPONENTS ARE SPECIFIED IN SECTION 323111. PROVIDE KNOX FIRE DEPARTMENT ACCESS; COORDINATE DEVICE TYPE, LOCATION, WIRING, AND OPERATION WITH TOOELE

CITY FIRE DEPARTMENT AND ELECTRICAL DRAWINGS.

4. EXISTING CONCRETE CURB AND GUTTER - PROTECT FROM DAMAGE.

5. EXISTING ASPHALT PAVING - PROTECT FROM DAMAGE. WHERE EXISTING ASPHALT PAVING IS AFFECTED BY THE WORK OF THIS PROJECT, INCLUDING FENCE POSTS, GATE POSTS, GATE OPERATORS, VEHICLE DETECTION LOOPS, FREE-EXIT LOOPS, REVERSING / OBSTRUCTION LOOPS, ACCESS CONTROL WORK, OR RELATED WORK, SAWCUT, PATCH, REPAIR, AND RESTORE ASPHALT AS REQUIRED TO MATCH

ADJACENT EXISTING ASPHALT PAVING. FIELD VERIFY EXISTING CONDITIONS AND COORDINATE AS

REQUIRED.

6. NEW ACCESS CONTROL PEDESTAL / KEYPAD / READER SYSTEM WITH SHIELD, MOUNTED TO

GOOSENECK PEDESTAL ON NEW CONCRETE PIER / FOOTING - SEE A1/AE-501 AND ELECTRICAL

DRAWINGS. COORDINATE LOCATION WITH GATE SWING, GATE OPERATOR, VEHICLE APPROACH,

ACCESSIBILITY, CONDUIT ROUTING, AND ELECTRICAL REQUIREMENTS.

7. EXISTING UN-IMPROVED LANDSCAPING CONSISTING OF ROUGH GRADING AND WEEDS - MODIFY AS

REQ'D. FOR NEW WORK

8. EXISTING IMPROVED / FINISHED LANDSCAPING CONSISTING OF ROCK MULCH OVER WEED BARRIER - WHERE FINISHED LANDSCAPING IS AFFECTED BY THIS PROJECT, MODIFY / REPAIR TO ITS ORIGINAL

CONDITION.

9. TERMINATE THE NEW TOOELE TECH FENCING AT THE POINT WHERE 36" CLEAR OPENING WOULD OCCUR BETWEEN THE NEW TOOELE TECH FENCING AND THE NEIGHBORING CHAIN LINK FENCE AS SHOWN, LEAVING GAP BETWEEN THE TWO TYPES OF FENCING.

10. NEIGHBORING PROPERTY OWNED CHAIN LINK FENCING SYSTEM TO REMAIN AND BE PROTECTED FROM

DAMAGE

11. WHERE NEW FENCE LINE IS INTERRUPTED BY EXISTING LIGHT POLE AND ASSOCIATED CONCRETE BASE, RUN NEW FENCE POSTS TIGHT TO EACH SIDE OF CONCRETE LIGHT POLE BASE. PROVIDE RAILS, INFILL, BRACKETS, CUSTOM PANELS, OR OTHER COMPONENTS AS REQUIRED TO PROVIDE VISUAL AND

FUNCTIONAL CONTINUATION OF FENCING SYSTEM WITHOUT CROSSING PROPERTY LINE. PROTECT EXISTING LIGHT POLE, CONCRETE BASE, CONDUIT, AND ELECTRICAL EQUIPMENT FROM DAMAGE.

12. EXISTING STORM DRAIN LINE AND CATCH BASINS TO REMAIN AND BE PROTECTED FROM DAMAGE - F.V.

AND COORDINATE AS REQUIRED.

13. EXISTING (ASSUMED) BURIED WATERLINE TO REMAIN AND BE PROTECTED FROM DAMAGE - F.V. AND

COORDINATE AS REQUIRED.

14. EXISTING BURIED WATERLINE ALONG THIS PROPERTY LINE TO REMAIN AND BE PROTECTED FROM DAMAGE. NOTE THAT THIS EXISTING WATERLINE IS LOCATED ALONG THE SAME GENERAL LINE AS THE NEW FENCING SYSTEM. OWNER-CONDUCTED TEST POTHOLE EXPLORATION FOUND THAT THE EXISTING WATERLINE IS GENERALLY DEEPER THAN 42" BELOW GRADE. NEW FENCE POST CONCRETE PIERS ARE

INDICATED TO BE 36" DEEP, UNLESS LARGER OR DEEPER PIERS ARE REQUIRED BY FENCE

MANUFACTURER, GATE MANUFACTURER, DELEGATED DESIGN, OR FIELD CONDITIONS. CONTRACTOR SHALL FIELD VERIFY WATERLINE LOCATION AND PERFORM POST HOLE DIGGING IN A MANNER THAT DOES NOT DAMAGE EXISTING WATERLINE. IF WATERLINE IS DAMAGED DUE TO WORK OF THIS PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR / REPLACEMENT AT NO ADDITIONAL COST TO

OWNER.

15. EXISTING BURIED ELECTRICAL LINE (ASSUMED) TO REMAIN AND BE PROTECTED FROM DAMAGE - F.V.

AND COORDINATE AS REQUIRED.

16. EXISTING BUILDING / STRUCTURE TO REMAIN AND BE PROTECTED FROM DAMAGE - IF ANY EXISTING BUILDING COMPONENTS / FINISHES ARE AFFECTED BY THE NEW ELECTRICAL WORK, PATCH / REPAIR /

REFINISH AFFECTED ELEMENTS AS REQUIRED.

17. U.N.O., EXISTING ELECTRICAL BOXES / EQUIPMENT TO REMAIN AND BE PROTECTED FROM DAMAGE.

18. EXISTING WATER MAN-HOLE TO REMAIN AND BE PROTECTED FROM DAMAGE.

19. EXISTING PARKING LOT POLE LIGHTING AND RELATED CONCRETE BASE TO REMAIN AND BE PROTECTED

FROM DAMAGE.

SYMBOL LEGEND

HEAVY GREEN LINE WITH "⬤" INDICATES NEW

8' - 0" HIGH ORNAMENTAL METAL FENCING /

GATE SYSTEM - SEE A3/AE-501 / A1/AE-502

AND SPEC.

DOUBLE DASHED ORANGE LINE INDICATES

PROPERTY LINE - REFERENCE AND

COORDINATE WITH THE SITE SURVEY

FOUND IN THIS DRAWING SET

HALFTONE LINE WITH "O" INDICATES EXISTING

CHAIN LINK FENCE SYSTEM TO REMAIN -

PROTECT FROM DAMAGE

WHERE NEW FENCING OCCURS IN EXISTING UNIMPROVED

LANDSCAPED AREAS, CONTRACTOR IS RESPONSIBLE FOR

PERFORMING ROUGH GRADING AS REQUIRED TO INSTALL FENCE

PANELS LEVEL AND TO MAINTAIN NOT MORE THAN A 2" GAP

BETWEEN BOTTOM OF FENCE PANEL AND FINISHED GRADE.

WHERE NEW FENCING OCCURS IN EXISTING IMPROVED

LANDSCAPED AREAS, CONTRACTOR IS RESPONSIBLE FOR

REGRADING AS REQUIRED TO INSTALL FENCE PANELS LEVEL AND

TO MAINTAIN NOT MORE THAN A 2" GAP BETWEEN BOTTOM OF

FENCE PANEL AND FINISHED GRADE. MODIFY, PATCH, REPAIR,

AND RESTORE EXISTING LANDSCAPING, ROCK MULCH, WEED

BARRIER, IRRIGATION SYSTEMS, AND OTHER EXISTING

IMPROVEMENTS TO MATCH OR EXCEED EXISTING CONDITIONS.

WHERE NEW FENCING CONFLICTS WITH EXISTING TREES,

SHRUBS, IRRIGATION, OR OTHER LANDSCAPING SCHEDULED TO

REMAIN, CONTRACTOR SHALL TRIM, MODIFY, PROTECT, PATCH,

REPAIR, OR RESTORE SUCH LANDSCAPING AS REQUIRED TO

COMPLETE THE WORK. USE A PROFESSIONAL LANDSCAPING

SERVICE WHERE REQUIRED TO PROTECT EXISTING

LANDSCAPING AND PROVIDE ACCEPTABLE FINISHED

CONDITIONS.

PRIOR TO BID, BIDDING CONTRACTORS MUST VISIT SITE AND

UNDERSTAND THE EXTENT OF ALL SUCH WORK

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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SHEET NUMBER:

SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

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SITE PLAN -

ENLARGED

AE-102

PROJECT NORTH

ACTUAL NORTH

1" = 30'-0"A1 SITE PLAN - ENLARGED

UNLESS NOTED OTHERWISE, ALL SITE ELEMENTS

SHOWN ON THIS PLAN ARE EXISTING AND ARE TO

BE PROTECTED FROM DAMAGE - ANY DAMAGE OR

ADVERSE AFFECTS TO EXISTING SITE / BUILDINGS

OR OTHER SUCH ELEMENTS SHALL BE THE

CONTRACTORS RESPONSIBILITY TO REPAIR AND

OR REPLACE TO THE SATISFACTION OF THE

OWNER AND ARCHITECT

CONTRACTOR PARKING / STAGING ETC. MUST BE

COORDINATED WITH THE OWNER

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

A1

AE-502

PROPERTY LINE

P R

O P

E R

T Y

LIN

E

PROPERTY LINE TO

℄ OF NEW FENCE

(TYP. UNO)

BACK OF CURB TO BACK OF CURB

+/- 31' - 0" F.V.

F E

N C

E

G A

T E

S

D

IV

E

L O

O P

F E

N C

E

G A

T E

S

N T

R O

LS

' - 0

C O

R N

ER

O

F PR

O

PER

TY LIN

E TO

R N

ER

O

F N

EW

FEN

C

IN

G

A1

AE-501

1' - 6"

4' - 0"

F E

N C

E

G A

T E

S

D

IV

E

L O

O P

A1

AE-501

A1

AE-502

℄ FENCE / GATES TO

CONTROLLER

B A

C K

O F C

U R

B T

O B

A C

K O

F C

U R

B F

.V

14' - 0"

30' - 0"GATE TO

DRIVE LOOP

6' - 0"

6' - 0"

GATE TO

DRIVE LOOP

# KEYED NOTES

1. PROVIDE AND INSTALL NEW 8'-0" HIGH ORNAMENTAL METAL FENCE SYSTEM - REFER TO DETAIL A3/AE-501 AND SECTION

323119. BASIS OF DESIGN: AMERISTAR MONTAGE II, MAJESTIC STYLE, BLACK. MODIFY EXISTING GRADE AS REQUIRED TO ALLOW EACH FENCE PANEL TO BE INSTALLED LEVEL AND TO MAINTAIN NOT MORE THAN A 2" GAP BETWEEN BOTTOM OF

FENCE PANEL AND FINISHED GRADE.

2. NEW GATE OPERATOR ON NEW 4" CONCRETE SLAB ON 4" GRAVEL BASE - COORDINATE SLAB SIZE, EXACT LOCATION, OPERATOR ARM CLEARANCES, CONDUIT LOCATIONS, AND ALL OTHER REQUIREMENTS WITH GATE OPERATOR MANUFACTURER'S WRITTEN INSTRUCTIONS, SECTION 323111, AND ELECTRICAL DRAWINGS. LOCATE AS REQUIRED TO

ALLOW GATES TO SWING OPEN A MINIMUM OF 90 DEGREES.

3. NEW 8'-0" TALL DOUBLE-SWING ORNAMENTAL METAL VEHICULAR GATE SYSTEM - PROVIDE GATE LEAVES, GATE POSTS, HINGES, STOPS, RECEIVERS, BRACKETS, OPERATOR ATTACHMENT HARDWARE, AND ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION AND COORDINATION WITH AUTOMATIC GATE OPERATORS - SEE SECTION 323119 AND SECTION 323111. ACCESS CONTROL PEDESTALS, KEYPADS, CARD READERS, PROXIMITY READERS, ACCESS CONTROL CABLING, AND ACCESS CONTROL PROGRAMMING ARE SHOWN ON ELECTRICAL DRAWINGS. GATE OPERATORS, REMOTE TRANSMITTERS, VEHICLE DETECTION LOOPS, FREE-EXIT LOOPS, REVERSING / OBSTRUCTION LOOPS, AND UL 325 ENTRAPMENT PROTECTION COMPONENTS ARE SPECIFIED IN SECTION 323111. PROVIDE KNOX FIRE DEPARTMENT ACCESS; COORDINATE DEVICE TYPE, LOCATION, WIRING, AND OPERATION WITH TOOELE CITY FIRE DEPARTMENT AND ELECTRICAL DRAWINGS.

4. EXISTING CONCRETE CURB AND GUTTER - PROTECT FROM DAMAGE.

5. EXISTING ASPHALT PAVING - PROTECT FROM DAMAGE. WHERE EXISTING ASPHALT PAVING IS AFFECTED BY THE WORK OF THIS PROJECT, INCLUDING FENCE POSTS, GATE POSTS, GATE OPERATORS, VEHICLE DETECTION LOOPS, FREE-EXIT LOOPS, REVERSING / OBSTRUCTION LOOPS, ACCESS CONTROL WORK, OR RELATED WORK, SAWCUT, PATCH, REPAIR, AND RESTORE ASPHALT AS REQUIRED TO MATCH ADJACENT EXISTING ASPHALT PAVING. FIELD VERIFY EXISTING CONDITIONS AND

COORDINATE AS REQUIRED.

6. NEW GATE CONTROLLER SYSTEM (W/ SHIELD) MOUNTED TO GOOSENECK PEDESTAL ON NEW CONCRETE PIER / FOOTING -

SEE ENLARGED PLAN, A1/AE-501 AND ELECTRICAL DRAWINGS

7. EXISTING UN-IMPROVED LANDSCAPING CONSISTING OF ROUGH GRADING AND WEEDS - MODIFY AS REQ'D. FOR NEW WORK

8. EXISTING IMPROVED / FINISHED LANDSCAPING CONSISTING OF ROCK MULCH OVER WEED BARRIER - WHERE FINISHED LANDSCAPING IS AFFECTED BY THIS PROJECT, MODIFY / REPAIR TO ITS ORIGINAL CONDITION.

# KEYED NOTES

9. U.N.O., EXISTING ELECTRICAL BOXES / EQUIPMENT TO REMAIN AND BE PROTECTED FROM DAMAGE.

10. 6'-0" X 24'-0" FREE-EXIT LOOP (SEE SECTION 323111) - LOCATE NEAR EDGE OF LOOP 30'-0" FROM CLOSED POSITION OF NEW VEHICLE GATE, UNLESS OTHERWISE REQUIRED BY GATE OPERATOR MANUFACTURER'S WRITTEN INSTRUCTIONS. FINAL LOOP LOCATION SHALL BE COORDINATED WITH GATE OPERATOR MANUFACTURER'S REQUIREMENTS, ACTUAL GATE CONFIGURATION, VEHICLE APPROACH CONDITIONS, AND OTHER INSTALLED SITE CONDITIONS NECESSARY TO PROVIDE PROPER SYSTEM OPERATION. SAWCUT, INSTALL, SEAL, PATCH, AND REPAIR EXISTING ASPHALT PAVING AS REQUIRED..

11. 6'-0" X 24'-0" REVERSING / OBSTRUCTION LOOP (SEE SECTION 323111) - LOCATE NEAR EDGE OF LOOP 6'-0" FROM CLOSED POSITION OF NEW VEHICLE GATE, UNLESS OTHERWISE REQUIRED BY GATE OPERATOR MANUFACTURER'S WRITTEN INSTRUCTIONS. FINAL LOOP LOCATION SHALL BE COORDINATED WITH GATE OPERATOR MANUFACTURER'S REQUIREMENTS, ACTUAL GATE CONFIGURATION, GATE SWING PATH, VEHICLE TRAVEL PATH, AND OTHER INSTALLED SITE CONDITIONS NECESSARY TO PROVIDE PROPER SYSTEM OPERATION AND ENTRAPMENT PROTECTION. SAWCUT, INSTALL, SEAL, PATCH, AND REPAIR EXISTING ASPHALT PAVING AS REQUIRED.

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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SHEET NUMBER:

SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

01 07/01/26 PERMIT SET

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ENLARGED

GATES

AE-1033/16" = 1'-0"A1 SITE PLAN - ENLARGED - ENTRY 01

3/16" = 1'-0"A4 SITE PLAN - ENLARGED - ENTRY 02

PROJECT NORTH

ACTUAL NORTH

PROJECT NORTH

ACTUAL NORTH

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

POWDER COATED, HEAVY DUTY

STEEL, DUAL HEIGHT ACCESS

CONTROL PEDESTAL - SEE

ELECTRICAL DRAWINGS

SQUARE POWDER-COATED

STEEL BASE PLATE W/ MATCHING

COVER - ATTACHED TO

CONCRETE AS REQUIRED

POWDER COATED METAL

ACCESS CONTROL DEVICE

SHIELD - SEE ELECTRICAL

DRAWINGS

18" x 36" x 48" DEEP CONCRETE FOOTING

FOR ACCESS CONTROL PEDESTAL - SEE

ELECTRICAL DRAWINGS. COORDINATE

FINAL SIZE, REINFORCING, ANCHORAGE,

CONDUIT, AND LOCATION WITH ELECTRICAL

DRAWINGS AND ACCESS CONTROL

PEDESTAL MANUFACTURER'S

REQUIREMENTS

EXISTING LANDSCAPING - MODIFY ONLY AS

REQUIRED TO PERFORM NEW WORK. PATCH,

REPAIR, AND RESTORE DISTURBED

LANDSCAPING, ROCK MULCH, WEED BARRIER,

IRRIGATION, AND ADJACENT IMPROVEMENTS

TO MATCH OR EXCEED EXISTING CONDITIONS.

F.V. AND COORD. AS REQ'D.

CONDUIT - SEE

ELECTRICAL DRAWINGS

EXISTING ASPHALT PAVING -

PROTECT FROM DAMAGE. WHERE

AFFECTED BY THE WORK, SAWCUT,

PATCH, REPAIR, AND RESTORE AS

REQUIRED TO MATCH ADJACENT

EXISTING ASPHALT PAVING. F.V.

EXTG. CONDITIONS AND

COORDINATE AS REQ'D.

1' - 6"

EXISTING CONCRETE CURB /

GUTTER - PROTECT FROM

DAMAGE

NEW 1/2" THICK EXPANSION

JOINT MATERIAL - PROVIDE

BACKER ROD AND SELF

LEVELING CONCRETE

SEALANT AT TOP OF JOINT

MIN. 12" DIA. X 36" DEEP CONCRETE PIER

TYPICAL AT EACH FENCE POST, UNLESS LARGER

OR DEEPER PIER IS REQUIRED BY FENCING

SYSTEM MANUFACTURER, DELEGATED DESIGN,

SOIL CONDITIONS, OR FIELD CONDITIONS.

PROVIDE POSITIVE SLOPE AT TOP OF PIER TO

SHED WATER AWAY FROM POST

EXISTING LANDSCAPING (TYP.

EACH SIDE) - MODIFY AS REQUIRED

TO PERFORM NEW WORK - REPAIR

TO ITS ORIGINAL CONDITION - F.V.

AND COORD. AS REQ'D.

NEW 8'-0" HIGH ORNAMENTAL

METAL FENCING SYSTEM - BASIS

OF DESIGN: AMERISTAR

MONTAGE II, MAJESTIC STYLE,

BLACK - SEE SECTION 323119

8' - 0" O.C. NOM.

3 3/4" TYP.

EXISTING WATERLINE WHERE INDICATED ON

PLAN - FIELD VERIFY LOCATION PRIOR TO

POST HOLE DIGGING. PERFORM EXCAVATION

CAREFULLY, INCLUDING HAND EXCAVATION

OR POTHOLING WHERE REQUIRED, IN A

MANNER THAT DOES NOT DAMAGE OR

DISTURB EXISTING WATERLINE

1' - 0"

MAINTAIN NOT MORE THAN 2" GAP

BETWEEN BOTTOM OF FENCE

PANEL AND FINISHED GRADE,

UNLESS OTHERWISE INDICATED

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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SPE

SPE

SHEET NUMBER:

SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

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DETAILS

AE-5011 1/2" = 1'-0"A1 ACCESS CONTROL PEDESTAL / GATE CONTROLLER

1" = 1'-0"A3 ORNAMENTAL STEEL FENCING

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

FENCE EXTENSION

4' - 0" *

FENCE EXTENSION

4' - 0"

MIN. 12" DIA. X 36" DEEP CONCRETE PIER TYPICAL

AT EACH FENCE POST, UNLESS LARGER OR

DEEPER PIER IS REQUIRED BY FENCING SYSTEM

MANUFACTURER, DELEGATED DESIGN, SOIL

CONDITIONS, OR FIELD CONDITIONS. GATE POST

FOOTINGS SHALL BE SIZED AS REQUIRED BY

GATE MANUFACTURER, GATE OPERATOR

MANUFACTURER, DELEGATED DESIGN, AND

FIELD CONDITIONS. PROVIDE POSITIVE SLOPE AT

TOP OF PIER TO SHED WATER AWAY FROM POST

FIELD VERIFY & COORDINATE AS REQUIRED

+/- 31' (BACK OF CURB TO BACK OF CURB)

EXISTING LANDSCAPING (TYP. EACH SIDE) -

MODIFY ONLY AS REQUIRED TO PERFORM NEW

WORK. PATCH, REPAIR, AND RESTORE

DISTURBED LANDSCAPING, ROCK MULCH, WEED

BARRIER, IRRIGATION, AND ADJACENT

IMPROVEMENTS TO MATCH OR EXCEED

EXISTING CONDITIONS. F.V. AND COORD. AS

REQ'D.

EXISTING ASPHALT PAVING - PROTECT FROM

DAMAGE. WHERE AFFECTED BY THE WORK,

SAWCUT, PATCH, REPAIR, AND RESTORE AS

REQUIRED TO MATCH ADJACENT EXISTING

ASPHALT PAVING. F.V. EXTG. CONDITIONS AND

COORDINATE AS REQ'D.

EXISTING CONCRETE CURB /

GUTTER (TYP. EACH SIDE) -

PROTECT FROM DAMAGE

NEW 8'-0" HIGH DOUBLE-SWING ORNAMENTAL

METAL VEHICULAR GATE - BASIS OF DESIGN:

AMERISTAR MONTAGE II, MAJESTIC STYLE,

BLACK - PROVIDE GATE LEAVES, GATE POSTS,

HINGES, STOPS, RECEIVERS, BRACKETS,

OPERATOR ATTACHMENT HARDWARE, AND

ACCESSORIES REQUIRED FOR COMPLETE

INSTALLATION AND COORDINATION WITH

AUTOMATIC GATE OPERATORS - SEE SECTIONS

323119 AND 323111

NEW 8'-0" HIGH ORNAMENTAL METAL

FENCING SECTION (TYP. EACH SIDE) -

BASIS OF DESIGN: AMERISTAR MONTAGE

II, MAJESTIC STYLE, BLACK - PROVIDE

POSTS, PANELS, BRACKETS, FASTENERS,

HARDWARE, ACCESSORIES, AND

CUSTOM COMPONENTS REQUIRED TO

COORDINATE WITH NEW DOUBLE-SWING

GATES - SEE SECTION 323119

GATE POST SIZE, GAUGE, FOOTING,

ANCHORAGE, HINGES, OPERATOR

ATTACHMENT POINTS, AND RELATED

HARDWARE SHALL BE ENGINEERED TO

SUPPORT GATE LEAF WEIGHT, AUTOMATIC

GATE OPERATOR FORCES, WIND LOADS,

FREQUENCY OF OPERATION, AND PROJECT

CONDITIONS. PROVIDE DELEGATED DESIGN

SUBMITTAL. COORDINATE WITH GATE

MANUFACTURER AND GATE OPERATOR

MANUFACTURER'S REQUIREMENTS

(* AT SOUTH END OF FENCING AT ENTRY #01, EXTEND FENCING AS

REQUIRED TO TIE INTO NEW FENCING ALONG SOUTH PROPERTY LINE.

FIELD VERIFY FINAL LENGTH AND COORDINATE WITH PLAN)

MAINTAIN NOT MORE THAN 2" GAP BETWEEN

BOTTOM OF FENCE / GATE COMPONENTS AND

FINISHED GRADE, UNLESS OTHERWISE INDICATED.

1' - 0"

COPYRIGHT:

© 2026 SPE ARCHITECTS

DESIGNED BY:

CHECKED BY:

SPE PROJECT #:

OWNER PROJECT #:

SPE ARCHITECTS

P.O. Box 517

Kaysville, Utah 84037

t. 801.298.1368 info@spe-architect.com www.spe-architect.com

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SHEET NUMBER:

SHEET TITLE:

ISSUED:

NO. DATE DESCRIPTION

PROFESSIONAL STAMP:

ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

CODE OFFICIAL STAMP:

01 07/01/26 PERMIT SET

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DETAILS

AE-5021" = 1'-0"A1 ORNAMENTAL STEEL GATE / FENCING

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

JUNCTION BOX SURFACE

WALL JUNCTION BOX 18" UNO

FLOOR JUNCTION BOX FLOOR

DISCONNECT SWITCH - NON-FUSED 60" UNO 4

DISCONNECT SWITCH - FUSED 4

COMBINATION MAGNETIC STARTER / DISCONNECT

MOTOR STARTER

CONTACTOR

MOTOR SURFACE

METER - PLAN VIEW

PUSH BUTTON SWITCH 48" TO TOP

EMERGENCY POWER SHUTOFF SWITCH

PANELBOARD - SURFACE MOUNTED 78" TO TOP

PANELBOARD - RECESSED 78" TO TOP

TRANSFORMER - PLAN VIEW

TELEPHONE TERMINAL BOARD

WALL

WALL

PAD/FLOOR

DISCONNECT SWITCH - SHUNT TRIP

F

J

J

J

60" UNO

60" UNO

60" UNO

60" UNO

60" UNO

48" TO TOP

CIRCUIT BREAKER

MCB PANEL - ONE-LINE

MLO PANEL - ONE-LINE

CURRENT TRANSFORMER

CT ENCLOSURE - ONE-LINE

TRANSFORMER - ONE-LINE

PAD MOUNT XFMR - ONE-LINE

METER - ONE-LINE

FUSED SWITCH

GROUND

OH RISER CABLE/WIRE SIZE TAGXXX

AUTOMATIC TRANSFER SWITCH GROUND SLEEVE - ONE-LINE

FUSED DISCONNECT - ONE-LINE

M

XXXA

XXXA

XP

XX

X X

KEYED NOTE TAG

MECH/ELEC. EQUIPMENT TAG

OTHER EQUIPMENT TAG

X

ABBREVIATIONS

NOTES

WIRING / CONDUIT UNDERGROUND/FLOOR WIRING

CONDUIT TURNED UP CONDUIT TURNED DOWN

CIRCUIT HOME RUN TO PANEL: # OF ARROWHEADS INDICATE # OF CIRCUITS

(SEPARATE NEUTRAL PER CIRCUIT). BOTH EX. INCLUDE AN EQUIP. GROUND.

1. SEE LIGHT FIXTURE SCHEDULE FOR TYPE, MOUNTING, AND OTHER SPECIFICS.

2. CONNECT EMERGENCY AND/OR EXIT LIGHTS TO THE UNSWITCHED SIDE OF THE AREA

LIGHTING BRANCH CIRCUIT.

3. ARROW DENOTES EXIT DIRECTION.

4. USE HEAVY DUTY FOR 480 VOLT.

5. PROVIDE RACEWAY WITH OUTLETS 12" ON CENTER UNO.

6. MOUNT SWITCH AT DOOR JAM PER MANUFACTURER'S INSTRUCTIONS.

7. PROVIDE UL LISTED DEVICE TO BE USED WITH THE FIRE ALARM PANEL/SYSTEM OR

PROVIDE A MONITOR MODULE TO CONNECT INTO FIRE ALARM SYSTEM.

X

EXXX

DETAIL/VIEW REFERENCE TAG

DETAIL/VIEW NUMBER

SHEET NUMBER

AFCI - ARC FAULT CKT INTERRUPTER

AFF - ABOVE FINISHED FLOOR

AFG - ABOVE FINISHED GRADE

AIC - AMPS INTERRUPTING CAPACITY

AL - ALUMINUM

ATS - AUTOMATIC TRANSFER SWITCH

BC - BARE COPPER

BFC - BELOW FINISHED CEILING

BFG - BELOW FINISHED GRADE

CKT - CIRCUIT

CND. OR C. - CONDUIT

CLG - INSTALLED IN CEILING

C.R. - CORD REEL

CT - CURRENT TRANSDUCER

CU - COPPER

(E) - EXISTING TO REMAIN

EC - ELECTRICAL CONTRACTOR

EM - EMERGENCY

(F) - FUTURE

FACP - FIRE ALARM CONTROL PANEL

FLA - FULL LOAD AMPS

FVNR - FULL VOLTAGE NON REVERSING

GC - GENERAL CONTRACTOR

GFCI - GROUND FAULT CKT INTERRUPTER

GND - GROUND

HP - HORSEPOWER

IG - ISOLATED GROUND

KW - KILOWATTS

LCP - LIGHTING CONTROL PANEL

LTG - LIGHTING

LV - LOW VOLTAGE

MC - MECHANICAL CONTRACTOR

MCA - MINIMUM CIRCUIT AMPS

MCB - MAIN CIRCUIT BREAKER

MCC - MOTOR CONTROL CENTER

MDP - MAIN DISTRIBUTION PANEL

MLO - MAIN LUGS ONLY

MOCP - MAX. OVERCURRENT

PROTECTION

(N) - NEW

NIC - NOT IN CONTRACT

NEC - NATIONAL ELECTRICAL CODE

NFPA - NATIONAL FIRE PROT. ASSN.

NL - NIGHT LIGHT

NR - NOT REQUIRED

NTS - NOT TO SCALE

PC - PLUMBING CONTRACTOR

PH - PHASE

PNL - PANEL

POC - POINT OF CONNECTION

POS - POINT OF SALE

(R) - RELOCATED

REC - RECEPTACLES

RMC - RIGID METAL CONDUIT

SCBA - SELECT COLOR BY ARCHITECT

SCA - SHORT CIRCUIT AMPERES

SES - SERVICE ENTRANCE SWITCHGEAR

SPD - SURGE PROTECTIVE DEVICE

TL - TWIST LOCK

TTB - TELEPHONE TERMINAL BOARD

TR - TAMPER RESISTANT

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VA - VOLT/AMPS

VIF - VERIFY IN FIELD

VR - VANDAL RESISTANT

WP - WEATHERPROOF/NEMA 3R

WU - FURNISHED WITH UNIT

XFMR - TRANSFORMER

S

S

S

S

S

S

S

S

STEP LIGHT FIXTURE WALL 1

LIGHT BOLLARD SURFACE 1

TIMER SWITCH - 30 MINUTET

GROUND MOUNTED / IN-GRADE LIGHT FIXTURE GROUND 1

PILOT LIGHT SWITCHP

LIGHT FIXTURE - SURFACE OR RECESSED SEE DRAWINGS 1

EMERGENCY LIGHT FIXTURE - SURFACE OR RECESSED SEE DRAWINGS 1, 2

EMERGENCY LIGHT FIXTURE - OPEN STRIP

LIGHT FIXTURE - CEILING MOUNTED CEILING 1

LIGHT FIXTURE - PENDANT / CHANDELIER CEILING 1

LIGHT FIXTURE - DOWNLIGHT CEILING 1

LIGHT FIXTURE - WALL WASH DOWNLIGHT CEILING 1

LIGHT FIXTURE - WALL MOUNTED WALL 1

LIGHT FIXTURE - WALL BRACKET WALL 1

TRACK LIGHTING SURFACE 1

EXIT SIGN - WALL MOUNT WALL

EXIT SIGN - CEILING MOUNT CEILING

EXIT SIGN W/ EMERGENCY HEADS - WALL MOUNT WALL

EXIT SIGN W/ EMERGENCY HEADS - CEILING MOUNT CEILING

DUAL HEAD EMERGENCY LIGHT FIXTURE WALL 1, 2

POLE LIGHT FIXTURE POLE 1

PHOTO-ELECTRIC CELL WITH RELAY SURFACE 1

OCCUPANCY / VACANCY SENSOR - CEILING MOUNT CEILING 1

CURRENT LIMITING DEVICE SURFACE 1

TIME CLOCK - 7 DAY 60"

WALL OCCUPANCY / VACANCY SENSOR SWITCH 48" TO TOP

SINGLE POLE SWITCH

THREE WAY SWITCH

FOUR WAY SWITCH

DIMMER SWITCH

LOW VOLTAGE SWITCH

EM

PC

CL

TC

OS

D

LV

1, 2, 3

1, 2, 3

1, 2, 3

1, 2, 3

LIGHT FIXTURE - OPEN STRIP 1

1, 2

SEE DRAWINGS

SEE DRAWINGS

EMERGENCY LIGHT FIXTURE - WALL MOUNTED WALL 1, 2

EMERGENCY LIGHT FIXTURE - WALL BRACKET WALL 1, 2

EMERGENCY LIGHT FIXTURE - DOWNLIGHT CEILING 1, 2

48" TO TOP

48" TO TOP

48" TO TOP

48" TO TOP

48" TO TOP

48" TO TOP

48" TO TOP

S

S

S

SINGLE POLE KEYED SWITCH

MULTI-OUTLET METAL SURFACE RACEWAY 44" UNO 5

K

SINGLE/SIMPLEX OUTLET, 20A, 120VAC

THERMAL OVERLOAD SWITCH

DUPLEX OUTLET, 20A, 120VAC 18" UNO

DUPLEX OUTLET, 20A, 120VAC - GFCI

DUPLEX OUTLET - SPLIT WIRED

DUPLEX OUTLET - ISOLATED GROUND

DUPLEX OUTLET WITH USB-A & USB-C PORTS

DUPLEX OUTLET - OCCUPANCY SENSOR CONTROLLED

DUPLEX OUTLET, 20A, 120VAC - CEILING CEILING

DUPLEX OUTLET, 20A, 120VAC - FLOOR FLOOR

FOURPLEX OUTLET, 20A, 120VAC

FOURPLEX OUTLET, 20A, 120VAC - GFCI

FOURPLEX OUTLET - ISOLATED GROUND

FOURPLEX OUTLET, 20A, 120VAC - CEILING CEILING

FOURPLEX OUTLET, 20A, 120VAC - FLOOR FLOOR

APPLIANCE OUTLET - 208/240V SINGLE PHASE

APPLIANCE OUTLET - 208/480V 3-PHASE

TELEPHONE OUTLET

DATA OUTLET

DUAL TELEPHONE/DATA OUTLET

CABLE TELEVISION OUTLET

DUAL TELEPHONE/DATA OUTLET - FLOOR FLOOR

TH

OS

CEILING DATA OUTLET/ WIRELESS ACCESS POINT CEILING

DATA OUTLET - FLOOR FLOOR

2-POLE SWITCH2

48" TO TOP

48" TO TOP

48" TO TOP

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

18" UNO

ELECTRICAL SYMBOL SCHEDULE

SYMBOL DESCRIPTION MOUNTING NOTES

ELECTRICAL GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

GENERAL NOTES:

THE ELECTRICAL SYSTEMS DEFINED BY THESE PLANS AND THE SPECIFICATIONS ARE TO BE CONSTRUCTED AS COMPLETE AND OPERABLE SYSTEMS AND SHALL BE BID WITH THIS INTENT. THE CONTRACTOR SHALL VISIT THE SITE, READ ALL THE RELEVANT DOCUMENTS, AND BECOME FAMILIAR WITH THE TYPE OF CONSTRUCTION AND WORK TO BE ACCOMPLISHED. SHOULD ANY ERROR, OMISSION, OR CONFLICT EXIST IN EITHER THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE SUBMITTING THEIR BID PRICE SO A CHANGE CAN BE ISSUED IN A PRE-BID ADDENDUM. OTHERWISE, THE CONTRACTOR AND/OR EQUIPMENT SUPPLIERS SHALL SUPPLY THE PROPER MATERIALS AND LABOR TO INSTALL COMPLETE AND OPERABLE SYSTEMS INCLUSIVE OF THE ORIGINAL BID. WHEN EACH ELECTRICAL SYSTEM IS COMPLETE, THE CONTRACTOR SHALL TEST AND CONFIRM ITS PROPER OPERATION. ANY INCOMPLETE SYSTEM SHALL BE MADE

COMPLETE AND OPERABLE PRIOR TO PROJECT CLOSEOUT.

THE ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE ELECTRICAL DOCUMENTS SO FAR AS ANY ELECTRICAL ITEMS THEY MAY CONTAIN. THE ELECTRICAL CONTRACTOR SHALL REFER TO AND COORDINATE WITH THEM. NO EXTRA COST SHALL BE ALLOWED FOR FAILURE TO COORDINATE THE CONTRACT DOCUMENTS WITH OTHER TRADES AND/OR IF EQUIPMENT DIMENSIONS ARE GREATER THAN

SPECIFIED AND/OR DIMENSIONED ON THE PLANS.

THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT, MATERIALS, AND LABOR FOR THE CONNECTIONS

OF ALL EQUIPMENT SHOWN ON THE PLANS - ARCHITECTURAL, MECHANICAL, ETC.

THIS PROJECT IS TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MOST RECENT LOCAL, STATE, AND NATIONAL CODES. IF AT ANY TIME DURING OR AFTER CONSTRUCTION SOMETHING IS FOUND TO BE INSTALLED IN VIOLATION OF THESE CODES LISTED ABOVE, IT SHALL BE CORRECTED BY THE CONTRACTOR.

WHERE A RACEWAY ENTERS A BUILDING OR STRUCTURE FROM THE OUTSIDE, IT SHALL BE SEALED AS PER

NEC 225.27.

ALL ELECTRICAL EQUIPMENT THAT IS LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING OR MAINTENANCE WHILE ENERGIZED SHALL BE FIELD OR FACTORY LABELED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS PER NEC 110.16. THE LABEL SHALL ALSO CONTAIN THE MAXIMUM AVAILABLE FAULT CURRENT AND THE DATE THE FAULT CURRENT CALCULATIONS WERE PERFORMED AS PER

NEC 110.24.

EACH DISCONNECTING MEANS SHALL BE LEGIBLY MARKED TO INDICATE ITS PURPOSE AND TO IDENTIFY THE

CIRCUIT SOURCE THAT SUPPLIES THE DISCONNECTING MEANS PER NEC 110.22.

ALL EQUIPMENT PROVIDED BY THE EC SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING AGENCY, ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, AND BE PROPERLY INSTALLED FOR

THE CONDITIONS AND SPACE THAT EQUIPMENT IS BEING INSTALLED WITHIN.

THE EC SHALL INSTALL A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN EACH CONDUIT RUN. CONDUIT SHALL NOT BE USED AS AN EQUIPMENT GROUNDING CONDUCTOR. THE EC SHALL GROUND THE ELECTRICAL

SYSTEM IN ACCORDANCE WITH LOCAL AND NATIONAL CODES.

CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE ROUTING REQUIRED.

THE EC SHALL ROUTE THE CONDUITS AS REQUIRED BY THE CONDITIONS OF THE INSTALLATION AND SHALL COORDINATE WITH DUCTWORK, PIPING, EQUIPMENT, BUILDING STRUCTURE, AND OTHER POTENTIAL

OBSTRUCTIONS.

THE CONTRACTOR SHALL ALLOW THE MOVEMENT, BEFORE ROUGH-IN, OF ANY ELECTRICAL PANEL, DEVICE, LUMINAIRE, ETC. A DISTANCE OF 10 FEET WITHOUT REQUIRING ADDITIONAL COST TO THE PROJECT.

THE EC SHALL SECURE ALL CONDUIT TO THE STRUCTURE AS IT IS SET IN PLACE USING INDUSTRY STANDARD METHODS AND PRACTICES. TO ASSURE ALL DEVICES ARE RIGIDLY SET, THE ELECTRICAL CONTRACTOR SHALL SECURE ALL DEVICE BOXES WITH BRACKETS, HANGERS, ETC. DESIGNED FOR THE APPLICATION.

MINIMUM SIZE CONDUIT SHALL BE 3/4" UNO. CONDUIT INSTALLED WITHIN THE BUILDING IN DRY LOCATIONS WITHIN WALL, CEILINGS, OR EXPOSED NOT SUBJECT TO PHYSICAL DAMAGE SHALL BE EMT WITH STEEL SET SCREW FITTINGS. IN EXTERIOR LOCATIONS (EXCEPT FOR THE SERVICE ENTRANCE) THE CONDUIT SHALL BE EMT WITH COMPRESSION GLAND TYPE FITTINGS. UNDERGROUND CONDUIT SHALL BE PVC (SCH. 40) WITH GRC ELBOWS AND RISERS WRAPPED IN CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE

SOIL.

FLEXIBLE CONDUIT SHALL BE LIMITED TO CONNECTIONS TO LIGHT FIXTURES AND FINAL CONNECTIONS TO MOTORS OR OTHER EQUIPMENT SUBJECT TO VIBRATION. LENGTHS OF FLEXIBLE OR SEAL-TITE CONDUIT

SHALL NOT BE GREATER THAN 72 INCHES.

ELECTRICAL CONTRACTOR SHALL PROVIDE ALL EMPTY CONDUITS WITH 200LB RATED NYLON PULL CORD.

BEFORE ANY ELECTRICAL CONDUIT, BOXES, ETC. ARE COVERED (FLOOR, CEILINGS, WALLS, ETC.), THEY SHALL

BE APPROVED BY THE INSPECTING OFFICER (INSPECTOR).

WHERE WIRE SIZE IS NOT SHOWN ON THE DRAWINGS FOR 20A, 120VAC BRANCH CIRCUITS, THE CIRCUIT SHALL CONSIST OF 2#12 (CU,THHN) + 1#12 (CU,THHN) GND IN 3/4" EMT CONDUIT. THIS WIRE SIZE SHALL BE INCREASED TO #10 (CU,THHN) FOR BRANCH CIRCUITS WITH OVERALL LENGTHS EXCEEDING 125' TO ACCOMMODATE FOR VOLTAGE DROP. REFER TO EQUIPMENT SCHEDULES, FEEDER SCHEDULES, AND NOTES

ON DRAWINGS FOR ALL OTHER BRANCH CIRCUIT AND FEEDER WIRE/CONDUIT SIZING.

CONDUCTORS SHALL BE COPPER, 600VAC RATED, TYPE THHN/THWN-2 UNO. CONDUCTORS UP TO #10AWG

SHALL BE SOLID AND CONDUCTORS #8AWG OR LARGER SHALL BE STRANDED.

METAL CLAD CABLING MAY BE USED BETWEEN DEVICES SUCH AS LIGHTING, RECEPTACLES, SWITCHES, ETC.

UNLESS OTHERWISE REQUIRED BY THE NEC. HOME RUNS SHALL BE INSTALLED IN CONDUIT. MC CABLE SHALL

NOT BE INSTALLED EXPOSED.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

EC SHALL CLEAN THE ENTIRE ELECTRICAL SYSTEM AFTER COMPLETION OF THE INSTALLATION. REMOVE ALL FINGER PRINTS, FOREIGN MATTER, PAINT, DIRT, GREASE, AND UN-NEEDED LABELS OR STICKERS FROM FIXTURES AND EQUIPMENT. REMOVE ALL RUBBISH AND DEBRIS ACCUMULATED DURING INSTALLATION FROM

THE PREMISES.

IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS FOR ALL DEVICES TO BE FLUSH MOUNTED AND CONDUIT/CABLING INSTALLED CONCEALED WITHIN WALLS/CEILINGS. IN AREAS WHERE CONDUIT MUST BE INSTALLED EXPOSED IT SHALL BE COORDINATED WITH THE ARCHITECT AND/OR ENGINEER. ALL EFFORTS SHALL

BE MADE TO CONCEAL WIRING METHODS.

ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH FIRE STOPPING, IE. 3M BRAND

CAULK, PUTTY, STRIP AND SHEET FORMS, DOW CORNING 3-6548 SILICONE RTV FOAM.

WHERE THE PREMISES WIRING SYSTEM HAS BRANCH CIRCUITS SUPPLIED FROM MORE THAN ONE NOMINAL VOLTAGE, EACH UNGROUNDED CONDUCTOR OF A BRANCH CIRCUIT SHALL BE IDENTIFIED BY PHASE OR LINE AND BY SYSTEM VOLTAGE CLASS AT ALL TERMINATION, CONNECTION, AND SPLICE POINTS. IDENTIFICATION

MEANS SHALL BE POSTED AT EACH BRANCH CIRCUIT PANELBOARD.

ALL CONDUCTORS SHALL BE COLOR-CODED AS FOLLOWS:

PHASE 208/120 480/277

PHASE A BLACK BROWN

PHASE B RED ORANGE

PHASE C BLUE YELLOW

NEUTRAL WHITE WHITE

GROUND GREEN GREEN

REMODEL NOTES:

THE EC SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE EXISTING POWER PANELS FROM WHICH NEW CIRCUITS ARE BEING FED. VERIFY EXISTING BRANCH CIRCUIT BREAKERS AND PROVIDE NEW

BRANCH CIRCUIT BREAKERS AS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM.

THE EC SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE TELECOM ROOM FROM WHICH NEW TELE/DATA OUTLETS WILL BE FED. VERIFY EXISTING PATCH PANEL SPACES AND PROVIDE NEW PATCH PANELS

AS NECESSARY TO LAND/TERMINATE NEW TELECOM CABLING.

THE EC SHALL MAINTAIN ELECTRICAL CONTINUITY TO REMAINING EQUIPMENT WHEN ANY EXISTING ELECTRICAL

EQUIPMENT IS REMOVED.

ALL DEVICES NOT SHOWN ON PLANS ARE EXISTING TO REMAIN IN PLACE AND FUNCTIONAL. IN THE EVENT THAT WIRING TO AN EXISTING DEVICE IS DAMAGED, WIRING MUST BE REPLACED AND DEVICE BROUGHT BACK TO FULL

OPERATION.

SITE NOTES:

UNDERGROUND CONDUIT FOR SITE LIGHTING SHALL BE BURIED 24" B.F.G. AND SHALL HAVE ONE (1) #10 THHN

GREEN GROUND CONDUCTOR TO GROUND ALL LUMINAIRES.

PRIOR TO TRENCHING IN ANY AREA, THE CONTRACTOR SHALL COORDINATE WITH COMMUNICATIONS/DATA, CABLE TV, GAS, AND WATER UTILITY PROVIDERS (BLUE STAKES), AND HAVE ALL UTILITIES IN THE AREA IDENTIFIED. IN ADDITION, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A SUBCONTRACTOR SPECIALIZING IN THE LOCATION OF UNDERGROUND STRUCTURES TO IDENTIFY ANY OBSTACLES IN THE PATH OF TRENCHING PRIOR TO COMMENCING WORK. DAMAGE TO ANY UNDERGROUND STRUCTURES SHALL BE REPAIRED BY THE

CONTRACTOR.

POWER NOTES:

ALL PANELBOARDS AND SWITCHBOARDS SHALL BE PERMANENTLY MARKED TO INDICATE EACH DEVICE OR

EQUIPMENT WHERE THEIR POWER ORIGINATES AS PER NEC 408.4B.

ELECTRICAL CONTRACTOR SHALL CONFIRM MINIMUM CODE (NEC) WORKING CLEARANCE BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS AND SHALL MOVE THE PANELS IF REJECTED BY AN INSPECTOR. IF CLEARANCE IS NOT POSSIBLE, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING.

WIRING DEVICES SHALL HAVE A NYLON COVER PLATE. COLOR SHALL BE COORDINATED WITH ARCHITECT.

EXT…