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

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ARCHITECT'S INFORMATION:

PROJECT NAME:

REVISIONS:

NO. DATE DESCRIPTION

L a s t P lo tt e d

26185370

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TITLE SHEET

GI-001

PARK ENTRANCE UPDATES

UTAH STATE FAIRPARK

155 NORTH 1000 WEST

SALT LAKE CITY, UTAH 84116

JUNE 17, 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. 26185370

BHB CONSULTING ENGINEERS

2766 SOUTH MAIN STREET / SALT LAKE CITY, UTAH

84115 801.355.5656 / www.bhbengineers.com

STRUCTURAL ENGINEER

ROCKY MOUNTAIN

CONSULTING ENGINEERS

2332 W.12600 S. / RIVERTON, UTAH 84065

801.566.0503 / www.rmceut.com

ELECTRICAL ENGINEERCIVIL ENGINEER

1470 SOUTH 600 WEST / WOODS CROSS, UTAH 84087

801.298.2236 / www.entellus.com

ENTELLUS

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

07/08/2026

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. THE CONTRACTOR IS TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE

EXTENT OF WORK AND COORDINATE ALL TRADES.

2. ALL DIMENSIONS ARE TO BE FIELD VERIFIED - ANY VARIATIONS IN

DIMENSIONS ARE TO BE REVIEWED WITH THE ARCHITECT.

3. WHERE EXISTING WALLS ARE REMOVED PATCH REMAINING WALLS AS

REQUIRED FOR FLUSH FINISHED APPEARANCE.

4. THIS CONTRACTOR IS RESPONSIBLE FOR PATCHING/ REPAIRING ALL

IMPERFECTIONS IN ALL NEW AND EXISTING WALLS AFFECTED BY THIS

CONTRACT, INCLUDING HOLES, DENTS, BUMPS WAVES ETC. IT IS THE

CONTRACTORS RESPONSIBILITY TO VISIT THE JOB SITE PRIOR TO BIDDING

AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SUCH WORK, THAT WILL

BE REQUIRED.

5. CORRIDORS SHALL NOT BE USED FOR STORAGE OF MATERIALS OR

STAGING OF THE WORK.

6. PATCH AND REPAIR WALLS AT OUTLETS AND AT OTHER OPENINGS

REQUIRED BY THIS REMODELING.

7. GRID LINES ARE ORIGINAL BUILDING GRID LINES.

8. PROTECT EXTG. FINISHES FROM DAMAGE.

9. DO NOT SCALE DRAWINGS. STATED & WRITTEN DIMENSIONS GOVERN. THE

GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND

SHALL BE RESPONSIBLE FOR THEIR ACCURACY. NO EXTRA CHARGE OR

COMPENSATION SHALL BE ALLOWED BECAUSE OF DIFFERENCE BETWEEN

ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS, UNLESS

THEY CONTRIBUTE TO A CHANGE IN THE SCOPE OF THE WORK. ANY

DIFFERENCE WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE

ARCHITECT FOR DECISION PRIOR TO ORDERING, MANUFACTURING, OR

PROCEEDING WITH THE WORK. HORIZONTAL DIMENSIONS INDICATED ARE

TO/FROM FACE OF FINISH, UNLESS NOTED OTHERWISE. VERTICAL

DIMENSIONS ARE FROM TOP OF FLOOR SLAB EXCEPT WHERE NOTED TO BE

ABOVE FINISHED FLOOR (AFF). DIMENSIONS ARE NOT ADJUSTABLE

WITHOUT A APPROVAL OF ARCHITECT UNLESS NOTED +/-.

10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK REGARDLESS

OF THE LOCATION OF THE INFORMATION IN THE DOCUMENTS. THE

GENERAL CONTRACTOR SHALL UTILIZE THE CONSTRUCTION DRAWINGS

AND WRITTEN SPECIFICATIONS FOR ALL REQUIRED INFORMATION TO

PROVIDE COMPLETE CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN

DRAWINGS MAY NOT BE INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN

SPECIFICATIONS MAY NOT BE INCLUDED IN DRAWINGS.

11. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE

NOT INTENDED. THE GENERAL CONTRACTOR IS TO CLARIFY WITH THE

ARCHITECT ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK.

12. THE CONTRACTOR IS TO PROVIDE DUST WALL AS REQUIRED TO PERFORM

NEW WORK - COORDINATE LOCATION OF DUST WALLS WITH OWNER.

13. CONTRACTOR'S STAGING AREA IS TO BE PROVIDED WITH A SECURE,

LOCKED, 6'-0" (PER IBC 3306) TALL TEMPORARY CHAIN LINK FENCE. STAGING

AREA SHALL NOT BLOCK DOORS, DOCKS, SIDEWALKS ETC. ALL GAPS IN

FENCE TO BE MAINTAINED LESS THAN 4". REMOVE AND SECURE ALL

LADDERS AT THE END OF EACH DAY. DUMPSTER MUST BE KEPT IN LOCKED

FENCED AREA. COORDINATE LOCATION OF STAGING WITH OWNER.

SAFETY COMPLIANCE AND REQUIREMENTS:

THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2021, CHAPTER 33, "SAFEGUARDS DURING CONSTRUCTION," AS WELL AS TO OTHER APPLICABLE REGULATIONS, SUCH AS OSHA STANDARDS. THIS INCLUDES BUT IS NOT LIMITED TO, IMPLEMENTING VARIOUS SAFETY MEASURES, SUCH AS TEMPORARY BARRIERS, FALL PROTECTION SYSTEMS, AND DESIGNATED SAFE ACCESS AND EGRESS ROUTES. ADDITIONALLY, PROPER HANDLING PROCEDURES FOR HAZARDOUS MATERIALS, A COMPREHENSIVE SAFETY PLAN, ADEQUATE LIGHTING AND VENTILATION, REGULAR INSPECTIONS, THOROUGH TRAINING, AND STRICT ADHERENCE TO ALL RELEVANT SAFETY REGULATIONS MUST ALSO BE DONE AS REQUIRED BY THE SCOPE OF THIS PROJECT. THE CONTRACTOR MUST DEMONSTRATE A PROACTIVE APPROACH TO SAFETY, ENSURING THAT ALL NECESSARY MEASURES ARE IN PLACE TO PROTECT WORKERS, VISITORS, AND THE GENERAL PUBLIC THROUGHOUT THE CONSTRUCTION PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR FULLY UNDERSTANDING AND COORDINATING ALL APPLICABLE REQUIREMENTS AS WELL AS ALL SAFETY MEANS & METHODS AS THEY PERTAIN TO THIS PROJECT. FAILURE TO COMPLY WITH THESE REQUIREMENTS MAY RESULT IN INJURIES OR DAMAGES, FOR WHICH THE CONTRACTOR WILL BE HELD LIABLE. ALL COSTS AND TIME ASSOCIATED WITH THESE REQUIREMENTS MUST BE REFLECTED IN THE CONTRACTOR'S BID AND SHALL NOT

INCUR ADDITIONAL COST TO THE OWNER.

SITE WORK DIGGING REQUIREMENTS:

WHEN CONDUCTING EXTERIOR OR SITE WORK, AS TO MINIMIZE POTENTIAL DAMAGE TO EXISTING UNDERGROUND UTILITIES AND BURIED INFRASTRUCTURE, THE CONTRACTOR HOLDS THE RESPONSIBILITY OF ENSURING THE SITE IS BLUE STAKED BEFORE ENGAGING IN ANY DIGGING, TRENCHING, OR EXCAVATING ACTIVITIES, IRRESPECTIVE OF WHETHER THESE ACTIONS ARE EXPLICITLY SPECIFIED IN THE PROJECT PLANS. ADDITIONALLY, THE CONTRACTOR IS ACCOUNTABLE FOR EXERCISING DUE DILIGENCE BY INVESTIGATING AREAS THAT REQUIRE DIGGING BUT WERE NOT MARKED DURING THE BLUE STAKES PROCESS. THIS CAN BE ACHIEVED THROUGH METHODS LIKE POTHOLING

AND/OR HYDROVAC EXCAVATION OR SIMILAR METHODS.

WORK REQUIREMENTS

AND LIMITATIONS

A. CLEANING OF CONSTRUCTION RELATED DUST / DEBRIS IN AREAS MEANT TO BE

OPERATIONAL DURING CONSTRUCTION, MUST BE DONE DAILY.

B. 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.

C. CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING BUILDING /

SITE 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.

D. 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"

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

Assembly Hours

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

N.A.

2021 2009 ANSI 117.1

PARKING LOT REHABILITATION AND PARKING ENTRANCE

PROJECT FOR AN OVERALL LARGER COMPLEX OF BUILDINGS -

CODE ANALYSIS IS NOT APPLICABLE TO THIS PROJECT

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

26185370

D

E

CODE OFFICIAL STAMP:

DRAWINGS ARE INTENDED TO BE PRINTED AND VIEWED IN COLOR

01 6/17/26 PERMIT SET

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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

GI-004 ADA GENERAL REQUIREMENTS

CIVIL:

CE101 NOTES & LEGEND

CE102 CITY NOTES

CE300 DEMOLITION PLAN

CE400 SITE PLAN

CE401 SITE PLAN CONT.

CE500 GRADING PLAN

CE906 DETAIL SHEET

STRUCTURAL:

S-001 GENERAL STRUCTURAL NOTES

S-002 SPECIAL INSPECTIONS

S-010 LEGENDS AND NOTES

S-101 FOOTING AND FOUNDATION PLANS

S-501 DETAILS

S-601 SCHEDULES

S-602 SCHEDULES

ARCHITECTURAL:

AE-101 SITE PLAN - DEMOLITION

AE-102 SITE PLAN - NEW

AE-201 ELEVATIONS

AE-301 SECTIONS

AE-401 ENLARGED SITE PLAN AREAS

AE-402 ENLARGED VEHICLE ENTRY

AE-501 DETAILS

AE-502 DETAILS

AE-503 DETAILS

AE-504 DETAILS / SIGN SCHEDULE

ELECTRICAL:

E000 ELECTRICAL GENERAL SHEET

E001 ELECTRICAL SITE PLAN

E401 ENLARGED ELECTRICAL PLAN

E501 ELECTRICAL DETAILS

E601 ELECTRICAL SCHEDULES

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

MFR manufacturer

MIN minimum

MISC miscellaneous

MO masonry opening

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 tread

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

WS wet stack

WSCT wainscot

WT weight

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

E le v a to r in s p e c to r, i f a p p lic a b le

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

R e p o rt o f th e d is in fe c ti o n o f th e p o ta b le w a te r s y s te m I P

C

A

C e rt if ic a te o f C o m p lia n c e f ro m t h e a p p ro v e d f a b ri c a to r, i f a p p lic a b le

IB

C

.2

.2

A s ta m p e d a n d s ig n e d f in a l re p o rt f ro m t h e s tr u c tu ra l e n g in e e r w h e n s tr u c tu ra l o b s e rv a ti o n i s r e q u ir e d b y I B

C

A n N

F R

C C e rt if ic a te f o r fe n e s tr a ti o n w it h o u t th e N

F R

C l a b e l.

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 to r a n d t h e m e c h a n ic a l e n g in e e r w h e n s m o k e c o n tr o l is r e q u ir e d

T h e r e p o rt s m u s t c o m p ly w it h I B

C

.1

.8

.3

N .A

N .A

N .A

N

.A

N .A

N

.A

G E

N E

R A

L D

F C

M N

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E S

C

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G O

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G B

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S T

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D F

C M

T A

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IC

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E O

F C

O M

P L

IA

N C

E F

R O

M T

H E

A P

P R

O V

E D

F A

B R

IC

A

T O

R

IF

P P

L

IC

A B

L E

IB

C

.2

.2

A

S

IG

N E

D F

IN

A

L O

B S

E R

V A

T

IO

N R

E P

O R

T F

R O

M T

H E

S T

R U

C T

U R

A L E

N G

IN

E

R

W

E

N S

T R

U C

T U

R A

L O

B S

E R

V A

T

IO

N I S

R E

Q U

IR

E

D B

Y I B

C

H O

T W

O R

K

Q

U

IR

E M

E N

T S

N O

T E

T H

A T

T H

E S

T A

T E

O F

U T

A H

D

F C

M R

E Q

U

IR

A

IN

IN

G T

E S

T

IN

G A

N D

P E

R M

IT

S

F O

R E

V E

R Y

O N

E T

H

IL

L P

E R

F O

R M

H O

T W

O R

K S

O N

S T

A T

E P

R O

J E

C T

S

V

IS

IT

E U

R L I N

D

IC

A T

E D

B E

L O

W F

O R

M O

R E

I N

F O

R M

A T

IO

N h tt p s /d fc m

.u ta h .g o v /c o n s tr u c ti o n -m a n a g e m e n t/ b u ild in g -o ff ic ia l/ h o t-w o rk s

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

26185370

D

E

CODE OFFICIAL STAMP:

DRAWINGS ARE INTENDED TO BE PRINTED AND VIEWED IN COLOR

01 6/17/26 PERMIT SET

/1

/2

:4

:3

A

M

P A

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A N

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S U

T A

H S

T A

T E

F A

IR

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A R

K

N

O R

T H

W

E S

T S

A L T

L A

K E

C

IT

Y

U T

A H

DFCM FORMS

GI-003

X

X

X X

X

X

X X

X

X

X X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

(A) CIRCULAR (B) T-SHAPED

A

X

VERTICAL CHANGES IN LEVEL BEVELED CHANGES IN LEVEL

60" MIN. 60" MIN.

M

IN

M

IN

12" MIN. 36" MIN. 12" MIN.

16" to 18"

60" min.

/4

/4

/2

FLOOR LINE

PAPER TOWEL

DISPENSER &

TRASH

(UNOBSTRUCTED)

PAPER TOWEL

DISPENSER

(UNOBSTRUCTED)

TOILET SEAT

COVERS

(UNOBSTRUCTED)

SANITARY NAPKIN

VENDOR

(UNOBSTRUCTED)

SOAP DISPENSER BABY CHANGING

STATION

(UNOBSTRUCTED)

HAND DRYER

(UNOBSTRUCTED)

M A

X

N

T R

O L S

M A

X

M A

X

N

T R

O L S

M A

X

WALL LINE

M A

X

N

T R

O L S

FLOOR LINE

1' - 3" 1' - 3"

2' - 6"

CLEAR MIN.

ACCESSIBLE

URINAL (STYLE

MAY VARY)

FACE OF WALL

VENEER OR

PARTITION

FLOOR LINE

M

IN

3' - 6" MIN.

4' - 6" MIN.

1' - 0" MAX.

GRAB BAR

7" - 9"

-1

/2

M

IN

C

L E

A R

1' - 6"

WALL LINE

1' - 0" MIN.1' - 0" MIN.

WHERE SPACE

PERMITS, EXTEND

GRAB BAR ON

TRANSFER SIDE

12" MIN.

TOILET STYLE

MAY VARY

1' - 6"

60" MIN. CLEAR

3' - 6" MIN.

M

IN

C

L E

A R

CLEAR

FLOOR

SPACE

M

IN

FLOOR LINE

FRAMED MIRROR - 38"

MAX. TO REFLECTIVE

SURFACE (NOT

BOTTOM OF FRAME)

SOAP

DISPENSER

ACCESSIBLE

LAVATORY W/

ADA FAUCET W/

ADA LEVER

HANDLES

PIPE INSULATION

AT ALL EXPOSED

PIPES

CLEAR

FLOOR

SPACE

WALL LINE

M A

X

C L E

A R

1' - 5" MAX.

M

IN

8"

11"

M A

X

M

IN

2' - 6" MIN.

M A

X

M A

X

8"

11"

5" MAX.

FLOOR LINE

1' - 3" MIN.

H

IG

T

IN

4' - 0"

" CLEAR

FLOOR

SPACE

WALL LINE

WATER CLOSET LOCATION

/ CLEAR FLOOR SPACE

ELECTRIC WATER COOLER

ACCESSIBLE URINAL

ACCESSIBLE LAVATORY

ACCESSIBLE TOILET STALL

WHEELCHAIR TURNING SPACE

MISC. ACCESSORIES MOUNTING HEIGHT

ACCESSIBLE CHANGES IN LEVEL

3' - 4"

3'

4"

SANITARY

NAPKIN

DISPOSAL

TOILET PAPER

M A

X

FULL LENGTH

MIRROR

1'

6" 4'

6"

6'

0"

1' - 6"

FIRE

EXTINGUISHER

CABINET

4'

1/

" M A

X

4'

1/

" M

A X

3'

2" M

A X

" M

IN

. C

LE

A

R A

C C

E S

S

6" MIN.

BOTTOM OF

PARTITION MUST

HAVE A MIN. TOE

CLEARANCE OF

9" ABOVE FINISH

FLOOR ON THE

FRONT AND AT

LEAST ONE SIDE

(EXCLUSIVE OF

PARTITION

SUPPORT

MEMBERS)

M

IN

MIN.

2' - 6"

CLEAR

FLOOR

SPACE

WALL LINE

1'

5"

1' - 3" 1' - 3" back wall seat wall control wall

CONTROLS IN TRANSFER-TYPE SHOWER

control wall control wall

LOCATION OF SHOWER SPRAY UNIT

SPACING OF GRAB BARSRECTANGULAR SHOWER

COMPARTMENT SEAT

L-SHAPED SHOWER

COMPARTMENT SEAT

TRANSFER-TYPE SHOWER COMPARTMENT WITH GRAB BARS

m in

48" min.

36"

18" m a x

15" max.

m in

1 1/2"

2 1/2" max.

m a x

15"-16"

/2 m a x

22"-23"

15"-16"

2 1/2" max.

/2 m a x

CL

CL

SHOWER ROD AND CURTAIN

FLOOR LINE

CEILING LINE

DIVIDING SHOWER

WALLS

6'

8"

SHOWER ROD

SHOWER CURTAIN

ACCESSIBLE SHOWERS

A B

S O

L U

T E

D

IM

ABSOLUTE DIM.

1' - 0"

MIN.

SHOWERS AND ALL RELATED COMPONENTS MUST FULLY COMPLY

WITH THE REQUIREMENTS OF "TRANSFER-TYPE SHOWER

COMPARTMENTS" AS STATED IN ICC/ANSI A117.1-2003

M

IN

F

O R

W A

L L H

U N

G T

O

IL

E T

M

IN

F

O R

F L O

U

N T

E D

T O

IL

E

T

CHARACTER HEIGHT

LIBRARY

/8

9" 9"

SIGNAGE AT DOORS

WALL OR GLASS

AT SIDELITE AS

OCCURS

WALL OR GLASS

AT SIDELITE AS

OCCURS

SIGN TYPE

VARIES - SEE

DOOR SCHEDULE

SIGN TYPE

VARIES - SEE

DOOR SCHEDULE

48" MIN. TO 60" MAX.

TO BASELINE OF

BRAILE / BASELINE

HIGHEST RAISED

CHARACTER

48" MIN. TO 60" MAX.

TO BASELINE OF

BRAILE / BASELINE

HIGHEST RAISED

CHARACTER

C O

O R

D

W

F

IX

T U

R

C C

E S

S O

R

IE

S

Q 'D

C O

O R

D

W

F

IX

T U

R

C C

E S

S O

R

IE

S

Q 'D

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

26185370

D

E

CODE OFFICIAL STAMP:

DRAWINGS ARE INTENDED TO BE PRINTED AND VIEWED IN COLOR

01 6/17/26 PERMIT SET

/1

/2

:4

:3

A

M

P A

R K

E N

T R

A N

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U P

D A

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S U

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H S

T A

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F A

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P

A R

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N

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T H

W

E S

T S

A L T

L A

K E

C

IT

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U T

A H

ADA GENERAL

REQUIREMENTS

GI-004N

O

T E

T

H E

I N

F O

R M

A T

IO

N

O N

T H

IS

S

H E

E T

I N

D

IC

A T

E S

G E

N E

R A

L A

D A

D E

S

IG

Q U

IR

E

M E

N T

S A

N D

I S

F O

R R

E F

E R

E N

C E

O N

L Y

A

N Y

D

IS

C R

E P

A N

C

IE

B

T W

E E

N T

H

IS

S H

E E

T A

N D

T H

E R

E S

T O

F T

H E

D E

S

IG

N D

R A

W

IN

G S

A

B E

C O

N S

T R

U C

T E

D A

S I N

D

IC

A T

E D

I N

T H

E D

E S

IG

N

D R

A W

IN

G

S

IF

Y Q

U E

S T

IO

N

S A

R

IS

E D

U E

T O

D

IS

C R

E P

A N

C

IE

S O

R M

IS

S

F O

R M

A T

IO

N

C O

N T

A C

T T

H E

A R

C H

IT

E

C T

P R

IO

R

T O

P E

R F

O R

M

R K

P R

O V

ID

E

B L O

C K

IN

G

B

A C

K

IN

G A

S R

E Q

U

IR

E D

F O

R A

L L W

A L L

U N

T E

D A

C C

E S

S O

R

IE

S F

IX

T

U R

E S

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

GRADING NOTES

Know what'sbelow.

before you dig.Call www.bluestakes.org

BLUE STAKES OF UTAH

1-800-662-4111

UTILITY NOTIFICATION CENTER, INC.

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MONUMENT

PUBLIC UTILITY EASEMENT

EXISTING INDEX CONTOUR

EXISTING MINOR CONTOUR

PROPOSED CONTOUR

SECTION CORNER

PROPOSED FENCE

CENTER LINE OF ROAD

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

ADA PARKING

STREET LIGHT

1. CONSTRUCTION EXIT IS TO BE CONSTRUCTED AT TIME OF ENTRY TO SITE.

2. CLEAR AND GRUB AREAS FOR SEDIMENT MEASURES.

3. INSTALL SILT FENCES.

4. COMPLETE CLEARING OF SITE AND BEGIN ROUGH GRADING.

5. FILL AREAS SHALL BE FILLED IN 12 INCH MAXIMUM LIFTS AND COMPACTED TO AT LEAST 95%

MAXIMUM DENSITY.

6. DRAINAGE WILL BE CONTROLLED AND GROUND SLOPED SO AS TO DIRECT RUNOFF TO

SEDIMENT CONTROLLED INLETS.

7. INSTALL REMAINDER OF STORM DRAIN.

8. INSTALL UTILITY LINES, WATER, ETC.

9. INSTALL CURBS, WALKS, ETC., AND STABILIZE ALL DISTURBED AREAS.

10. INSTALL BASE COURSE.

11. REMOVE SEDIMENT CONTROL MEASURES, CLEAN OUT TEMPORARY SEDIMENTATION BASINS

AND REGRADE, CLEAN OUT SEDIMENT TRAPS AND CONVERT THEM TO STORM WATER

MANAGEMENT STRUCTURES.

12. PAVE SITE.

13. OWNER TO BE RESPONSIBLE TO CHECK CLEAN OUT INLET BOXES FOR SEDIMENT AND OIL

AND CLEAN AS NECESSARY

1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS

AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS

REPORT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND

REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING

IT WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL

EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED

PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER

BUILDING FOUNDATION WHERE IT SHALL BE 95% MIN. OF MAXIMUM

DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED

2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A

COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS

ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS

WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN

COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS AND THE

RECOMMENDATIONS SET FORTH IN THE SOILS. REPORT.

2. THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING

EROSION CONTROL FOR CONSTRUCTION OF THE PROJECT. SPECIFIC DETAILS

SHOWN SHALL BE USED IN COMBINATION WITH OTHER ACCEPTED LOCAL

PRACTICES.

3. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN

THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION

AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT

HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO

ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN ON THESE

PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY

ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO

VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF

CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR

AND ASSUMED INCLUDED IN THE CONTRACT.

4. IF AT ANY TIME DURING CONSTRUCTION ANY UNFAVORABLE GEOLOGICAL

CONDITIONS ARE ENCOUNTERED, WORK IN THAT AREA WILL STOP UNTIL

APPROVED CORRECTIVE MEASURES ARE OBTAINED FROM THE ENGINEER.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS/HER OWN ESTIMATE

OF EARTHWORK QUANTITIES.

6. WHERE NEW CURB AND GUTTER IS BEING CONSTRUCTED ADJACENT TO

EXISTING ASPHALT OF CONCRETE PAVEMENT, THE FOLLOWING SHALL APPLY:

· PRIOR TO PLACEMENT OF ANY CONCRETE THE CONTRACTOR SHALL HAVE

A LICENSED SURVEYOR VERIFY THE GRADE AND CROSS SLOPE OF THE

CURB AND GUTTER FORMS.

· THE CONTRACTOR SHALL SUBMIT THE SLOPE AND GRADES TO THE

ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF CONCRETE.

· THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY

SECTION WHICH DOES NOT CONFORM TO THE DESIGN OR TYPICAL CROSS

SECTION.

· THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CURB AND GUTTER

POURS WITHOUT THE APPROVAL OF THE ENGINEER.

1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED

AND MAINTAINED IN ACCORDANCE WITH THE STANDARDS AND

REGULATIONS OF THE LOCAL GOVERNING MUNICIPALITY.

2. ALL SEDIMENT CONTROL MEASURES TO BE ADJUSTED TO MEET FIELD

CONDITIONS AT THE TIME OF CONSTRUCTION AND CONSTRUCTED PRIOR TO

ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON

BALANCE OF SITE.

3. DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL

STRUCTURES MUST BE PROVIDED TO INSURE INTENDED PURPOSE IS

ACCOMPLISHED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEDIMENT

LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN

WORKING CONDITION AT THE END OF EACH WORKING DAY.

4. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS WILL BE PROTECTED

TO PREVENT TRACKING OF MUD ONTO PUBLIC WAYS.

5. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAINAGE

SYSTEM THROUGH THE USE OF SANDBAGS, STRAW BALES, SILT FENCES,

GRAVEL, BOARDS, AND OTHER APPLICABLE METHODS.

6. ALL DISTURBED AREAS OUTSIDE OF ROADWAYS, PARKING LOTS, SIDEWALKS

AND OR BUILDING FOOTPRINTS SHALL BE SEEDED, SODDED AND/OR

MULCHED.

7. IF SITE IS READY TO RECEIVE FINAL COVER DURING THE NON-PLANTING

SEASON, THEN IT SHALL BE PROTECTED BY MULCHING. THE MULCH WILL

REMAIN UNTIL THE NEXT PLANTING SEASON AS DEFINED BY THE LOCAL

GOVERNING MUNICIPALITY.

8. RE-VEGETATE ALL DENUDED AREAS AS PER THE STANDARDS AND

REGULATIONS OF THE LOCAL GOVERNING MUNICIPALITY.

9. THE CONTRACTOR AGREES THAT:

A. THEY SHALL BE RESPONSIBLE TO CLEAN THE JOB SITE AT THE END OF EACH

PHASE OF WORK.

B. THEY SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE OF ALL TRASH,

SCRAP AND UNUSED MATERIAL AT THEIR OWN EXPENSE IN A TIMELY

MANNER.

C. THEY SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A NEAT, SAFE AND

ORDERLY MANNER AT ALL TIMES.

D. THEY SHALL BE RESPONSIBLE TO KEEP MATERIALS, EQUIPMENT, AND TRASH

OUT OF THE WAY OF OTHER CONTRACTORS SO AS NOT TO DELAY THE JOB.

FAILURE TO DO SO WILL RESULT IN A DEDUCTION FOR THE COST OF CLEAN

UP FROM FINAL PAYMENT.

E. THEY SHALL BE RESPONSIBLE FOR THEIR OWN SAFETY, TRAFFIC CONTROL.

PERMITS, RETESTING AND REINSPECTION AT THEIR OWN EXPENSE.

F. UNLESS OTHERWISE NOTED ALL EXCESS SOILS AND MATERIALS SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LAWFULLY

DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE.

G. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS,

FLAG-MEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY.

1. ALL SERVICE LATERALS SHALL BE EXTENDED 2 FEET PAST THE 10 FOOT P.U.E.

2. ALL CONSTRUCTION SHALL COMPLY WITH LOCAL GOVERNING MUNICIPALITY

DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS

3. LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE

LOCATIONS. CONTRACTOR IS TO FIELD VERIFY CONNECTION POINTS WITH

EXISTING UTILITIES, INCLUDING LOCATIONS AND INVERT ELEVATIONS OF

ALL EXISTING STRUCTURES OR PIPES, BEFORE STAKING OR CONSTRUCTING

ANY NEW UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE

CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO

REMAIN.

4. CONTRACTOR IS RESPONSIBLE TO EXPOSE ALL UTILITY SERVICES STUBBED

INTO PROJECT PROPERTY AND GIVE ENTELLUS. 48 HOURS PRIOR NOTICE SO

ENTELLUS CAN VERIFY DEPTHS AND INVERT ELEVATIONS TO DETERMINE IF

CONFLICTS EXIST. ALSO ANY EXISTING UTILITIES THAT RUN ACROSS

PROJECT PROPERTY WHICH MAY CAUSE POTENTIAL CONFLICT NEED TO BE

EXPOSED AND LOCATED BOTH HORIZONTALLY AND VERTICALLY.

CONTRACTOR PROCEEDS AT OWN RISK IF ENTELLUS IS NOT NOTIFIED TO

FIELD VERIFY THE ABOVE MENTIONED CONDITIONS.

5. CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL

DRAWINGS WHERE APPLICABLE.

6. NO GROUNDWATER OR DEBRIS TO BE ALLOWED TO ENTER THE NEW PIPE

DURING CONSTRUCTION. THE OPEN END OF ALL PIPES IS TO BE

COVERED AND EFFECTIVELY SEALED AT THE END OF EACH DAYS WORK.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL PIPE OF

ADEQUATE CLASSIFICATION WITH SUFFICIENT BEDDING TO MEET ALL

REQUIREMENTS AND RECOMMENDATIONS FOR H-20 LOAD REQUIREMENTS.

8. ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE

WITH LOCAL GOVERNING MUNICIPALITY STANDARDS & SPECIFICATIONS.

9. ALL SEWER LINES AND LATERALS ARE TO BE SDR 35 PVC PIPE.

10. SEWER LATERALS WILL BE INSTALLED AT A UNIFORM SLOPE OF NOT LESS

THAN 2% GRADE AND THEY SHALL HAVE A MINIMUM OF 4 FEET OF COVER,

UNLESS OTHERWISE NOTED.

11. ALL NEW CULINARY AND IRRIGATION WATER CONSTRUCTION TO BE DONE

IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS &

SPECIFICATIONS.

12. WATER LINES TO BE PVC C-900. WATER LINES SHALL BE A MINIMUM

OF 10' HORIZONTALLY FROM SEWER MAINS. CROSSINGS SHALL MEET

STATE HEALTH STANDARDS. (MECHANICAL JOINTS REQUIRED WHEN

LESS THAN 18" VERTICAL OR 10' HORIZONTAL SEPARATION FROM

SEWER LINES.)

13. ALL WATER LINES SHALL BE 8" MINIMUM SIZE AND SERVICE LATERALS

SHALL BE 1-1/2" MINIMUM UNLESS OTHERWISE NOTED.

14. WATER SERVICE LATERALS TO INCLUDE ALL BRASS SADDLE; CORP.

STOP LATERAL, DOUBLE CHECK VALVE AND BACKFLOW PREVENTION

DEVICE, AND SHUTOFF VALVE IN BOX NEAR BUILDING EDGE.

15. ALL WATER LINES SHALL BE A MINIMUM 48" BELOW FINISH GROUND

TO TOP OF PIPE. ALL VALVE BOXES AND MANHOLES SHALL BE RAISED

OR LOWERED TO FINISH GRADE AND SHALL INCLUDE A CONCRETE

COLLAR IN PAVED AREAS.

16. CONTRACTOR TO NOTIFY PUBLIC UTILITIES FOR CHLORINE TEST PRIOR

TO FLUSHING LINES, CHLORINE LEFT IN PIPE 24 HOURS MINIMUM WITH

25 PPM RESIDUAL. ALL TURNING OF MAINLINE VALVES, CHLORINATION,

FLUSHING, PRESSURE TESTING, BACTERIA TESTING, ETC. TO BE

COORDINATED WITH LOCAL GOVERNING MUNICIPALITY. ALL TESTS TO BE

IN ACCORDANCE WITH AWWA STANDARDS.

17. BOTTOM FLANGE OF FIRE HYDRANTS TO BE SET TO APPROXIMATELY

4" INCHES ABOVE BACK OF CURB ELEVATION. HYDRANTS TO INCLUDE

TEE, 6" LINE VALVE, AND HYDRANT COMPLETE TO MEET CITY

STANDARDS.

18. ALL NEW STORM DRAIN/LAND DRAIN CONSTRUCTION TO BE DONE IN

ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS &

SPECIFICATIONS.

19. ALL STORM WATER CONVEYANCE PIPING TO BE RCP - CLASS 3 OR

EQUAL, UNLESS OTHERWISE NOTED.

20. CONTRACTOR IS TO SUBMIT SITE PLAN/SUBDIVISION PLAT TO DOMINION

ENERGY GAS FOR DESIGN OF GAS SERVICE TO BUILDINGS/LOTS.

CONTRACTOR TO COORDINATE WITH DOMINION ENERGY GAS FOR

CONTRACTOR LIMITS OF WORK VERSUS DOMINION ENERGY GAS LIMITS.

21. ALL GAS LINE TAPS TO BE HDPE WITH COPPER TRACER WIRE AND

DETECTA TAPE. TERMINATE TRACER WIRE AT APPROVED LOCATIONS.

22. ALL GAS LINE TAPS, VALVES AND CAPS TO BE FUSED USING

ELECTRO-FUSION TECHNOLOGY.

23. ALL ELECTRICAL CONDUITS/LINES TO BE PVC SCH 40 OR BETTER.

24. ALL PHONE AND TV CONDUITS TO BE PVC SCH 40 OR BETTER.

25. CONTRACTOR IS TO SUBMIT SITE PLAN/SUBDIVISION PLAT TO COMCAST FOR

DESIGN OF CABLE TV SERVICE TO BUILDINGS/LOTS. CONTRACTOR TO

COORDINATE WITH COMCAST FOR CONTRACTOR LIMITS OF WORK VERSES

COMCAST LIMITS.

26. CONTRACTOR IS TO COORDINATE LOCATIONS OF NEW TELEPHONE SERVICE

TO NEW BUILDINGS OR LOTS WITH CENTURYLINK. A PVC CONDUIT,

PLYWOOD BACKBOARD, AND GROUND WIRE IS REQUIRED FOR SERVICE

THROUGH PROPERTY. COORDINATE SIZES AND LOCATION WITH

CENTURYLINK.

27. ALL UTILITIES ARE TO BE INSTALLED IN ACCORDANCE WITH THE

CORRESPONDING AGENCY/DISTRICT STANDARDS AND SPECIFICATIONS:

WATER - WASHINGTON CITY

SEWER - WASHINGTON CITY

STORM DRAIN - WASHINGTON CITY

IRRIGATION - WASHINGTON CITY

ELECTRICAL - ROCKY MOUNTAIN POWER

TELEPHONE - CENTURYLINK

NATURAL GAS - ENBRIDGE GAS

30.82 30.82

PROPOSED MINOR CONTOUR

EXISTING FENCE

LOT OR BOUNDARY LINE

EXISTING BUILDING

PROPOSED BUILDING

EXISTING ASPHALT

PROPOSED ASPHALT

EXISTING CONCRETE

PROPOSED CONCRETE

EXISTING CURB & GUTTER

PROPOSED CURB & GUTTER

ABBREVIATIONSUTILITY NOTES

1. ALL IMPROVEMENTS SHALL COMPLY WITH THE STANDARDS AND REGULATIONS OF THE LOCAL

GOVERNING MUNICIPALITY. CONTACT THE PUBLIC WORKS OFFICE BEFORE BEGINNING.

2. CONTRACTOR TO FIELD VERIFY LOCATION, SIZE, AND AVAILABILITY OF EXISTING UTILITIES.

UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT

HIS/HER EXPENSE. SEE UTILITY NOTE 3.

3. ALL DIMENSIONS ARE IN FOOT UNITS AND ARE TO THE TOP BACK OF CURB UNLESS SHOWN

OR NOTED OTHERWISE.

4. PROVIDE HANDICAP RAMPS AT ENDS OF WALKWAYS. END 0.1' ABOVE FLOWLINE OF CURB.

5. CURB AND GUTTER SHALL BE AS PER APWA STD DWG NO 205 TYPE A.

6. UTILITY INFORMATION INDICATED ON DRAWING IS BASED UPON VISUAL OBSERVATION OR

INFORMATION FURNISHED BY MUNICIPAL AUTHORITIES WHICH MAY NOT BE VALID. LATERAL

LOCATIONS AND ELEVATIONS ARE ASSUMED. SEE UTILITY NOTE 3.

7. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A QUALIFIED SOILS ENGINEER

WHO SHALL VERIFY THAT ALL FILL HAS BEEN PLACED IN ACCORDANCE WITH PROVISIONS IN

CURRENT INTERNATIONAL BUILDING CODE.

8. COMPACTION TEST REPORTS SHALL BE MADE AVAILABLE TO THE ENGINEER WITHIN 24

HOURS OF A REQUEST. FINAL REPORTS AS SPECIFIED IN CURRENT INTERNATIONAL

BUILDING CODE SHALL BE SUBMITTED TO THE ENGINEER WITHIN TEN DAYS AFTER

COMPLETION OF GRADING.

9. ALL STORM DRAIN PIPE SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S

RECOMMENDATIONS AND THE LOCAL GOVERNING MUNICIPALITY'S STANDARDS AND

SPECIFICATIONS.

10. STORM DRAIN PIPE WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE

RIGHT-OF-WAY OWNER'S SPECIFICATIONS.

PRIVATE STORM DRAIN PIPE OPTIONS SHALL CONSIST OF THE FOLLOWING MATERIALS.

1. PVC PIPE, ASTM D3034, SDR 35, BELL & SPIGOT TYPE.

2. RCP PIPE, CLASS 3, BELL & SPIGOT TYPE.

3. HIGH DENSITY CORRUGATED POLYETHYLENE SMOOTH

INTERIOR PIPE, ASTM D3350 WITH WATERTIGHT JOINTS.

11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CHECK CONDITIONS AT THE SITE

BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY

DISCREPANCIES.

12. TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION UNLESS SPECIFICALLY DETAILED.

WHERE NO DETAILS ARE GIVEN, CONSTRUCTION WILL BE AS FOR SIMILAR WORK. DO NOT

SCALE DRAWINGS.

13. ANY OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED.

14. PIPE BEDDING SHALL BE 3/8" MAXIMUM AGGREGATE. USE 3/4" MAXIMUM SIZE ROAD BASE

FOR BACKFILL MATERIAL. COMPACT TO 95% STANDARD PROCTOR DENSITY. MAXIMUM LIFT 8

INCHES.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PUBLIC AND OSHA STANDARDS.

16. ALL WORK SHALL COMPLY WITH THE AMERICAN PUBLIC WORKS ASSOCIATION UTAH CHAPTER

(APWA) MANUAL OF STANDARD SPECIFICATIONS 2007 EDITION WITH ALL PERTINENT

SUPPLEMENTS AND AMENDMENTS AND THE MANUAL OF STANDARD PLANS 2007 EDITION.

SAID STANDARD SPECIFICATIONS AND PLANS SHALL BE THE REQUIREMENTS.

17. IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND

MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THE WORK TO BE

COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR

SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR

AMBIGUITIES WHICH EXIST IN THE PLANS OR SPECIFICATIONS. THE ENGINEER'S

INTERPRETATION THEREOF SHALL BE CONCLUSIVE. THE CONTRACTOR SHALL BE HELD

RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORITY FROM

THE OWNER AND/OR ENGINEER.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND

TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL

CONFORM TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS. ALL TESTING AND

INSPECTION SHALL BE PAID FOR BY THE OWNER; ALL RE-TESTING AND/OR REINSPECTION

SHALL BE PAID FOR BY THE CONTRACTOR.

19. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS-BUILT RECORD

DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL MECHANICAL; ELECTRICAL

AND INSTRUMENTATION EQUIPMENT; PIPING AND CONDUITS; STRUCTURES AND OTHER

FACILITIES. THE AS-BUILTS OF THE ELECTRICAL SYSTEM SHALL INCLUDE THE STREET LIGHT

LAYOUT PLAN SHOWING LOCATION OF LIGHTS, CONDUITS, CONDUCTORS, POINTS OF

CONNECTIONS TO SERVICES, PULLBOXES, AND WIRE SIZES. AS-BUILT RECORD DRAWINGS

SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL

IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE

PREPARED AND SUBMITTED BY THE CONTRACTOR.

20. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO ENGINEER, ONE SET OF NEATLY MARKED AS-BUILT RECORD DRAWINGS SHOWING THE INFORMATION

REQUIRED ABOVE. AS-BUILT RECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETE

AS-BUILT RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS

REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL

ACCEPTANCE.

GENERAL NOTES

EROSION CONTROL

SEQUENCE OF CONSTRUCTION

x x x

X X X

DOWNWARD GRADE

LEGEND

PROPOSED WATER LINE

EXISTING WATER LINE

WTR WTR

VALVE

WATER METER

FIRE HYDRANT

BLOWOFF

PROPOSED SEWER LINE

EXISTING SEWER LINESS SS

SS SS

SEWER MANHOLE

WATER MANHOLE

WTR WTR

PROPOSED IRRIGATION LINE

EXISTING IRRIGATION LINEIRR IRR

IRR IRR

VALVE

IRRIGATION METER

BLOWOFF

IRRIGATION MANHOLE

PROPOSED LAND DRAIN

EXISTING LAND DRAINLD LD

LD LD

LAND DRAIN MANHOLE

POWER POLEPWR

TELEPHONE POLETEL

UTILITY POLEUTIL

PROPOSED STORM DRAIN

EXISTING STORM DRAINSD SD

SD SD

STORM DRAIN MANHOLE

CATCH BASIN / CLEANOUT

CURB INLET

PROPOSED FIBER OPTIC

EXISTING FIBER OPTICFO FO

FO FO

EXISTING NATURAL GASGAS GAS

PROPOSED NATURAL GASGAS GAS

EXISTING POWERPWR PWR

PROPOSED POWERPWR PWR

EXISTING OVERHEAD POWEROHP OHP

PROPOSED OVERHEAD POWEROHP OHP

EXISTING TELEPHONETEL TEL

PROPOSED TELEPHONETEL TEL

EXISTING UNDERGROUND POWERUGP UGP

PROPOSED UNDERGROUND POWERUGP UGP

WM

TEE

ELBOW

REDUCER

TEE

ELBOW

REDUCER

BUILDABLE AREA SETBACK

STREET SIGN

SSSS

LD LD

SDSD

THRUST BLOCK

THRUST BLOCK

UTIL

TEL

PWR

WW

IRR IRR

IRR

HPS HIGH POINT STATION

ID INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

IRR IRRIGATION

IRRMH IRRIGATION MANHOLE

K RADIUS OF CURVATURE

L LENGTH

LAT LATERAL SERVICE

LD LAND DRAIN

LDMH LAND DRAIN MANHOLE

LF LINEAL FEET

LG LIP OF GUTTER

LP LOW POINT

LP LIGHT POLE

LPE LOW POINT ELEVATION

MECH MECHANICAL

MH MANHOLE

MON MONUMENT

NE NORTHEAST

NW NORTHWEST

OD OUTSIDE DIAMETER

OHP OVERHEAD POWER

OSHA OCCUPATIONAL SAFETY AND

HEALTH

ADMINISTRATION

PC POINT OF CURVATURE

PCC PORTLAND CONCRETE CEMENT

PI POINT OF INFLECTION

PL PROPERTY LINE

PPM PARTS PER MILLION

PROP PROPERTY

PT POINT OF TANGENCY

PUE PUBLIC UTILTIY EASEMENT

PUE&DE PUBLIC UTILITY EASEMENT &

DRAINAGE EASEMENT

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INFLECTION

R RADIUS

RC REBAR & CAP

RCL ROADWAY CENTERLINE

RCP REINFORCED CONCRETE PIPE

ROW RIGHT OF WAY

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SDR STANDARD DIMENSION RATIO

SE SOUTHEAST

SEC SECONDARY, SECTION

SL STREET LIGHT

SLB&M SALT LAKE BASE & MERIDIAN

SPEC SPECIFICATION

SPP STEEL PIPE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

STD STANDARD

SW SECONDARY WATER

SW SOUTHWEST

SWL SECONDARY WATERLINE

SWPPP STORMWATER POLLUTION

PREVENTION PLAN

TAN TANGENT

TB THRUST BLOCK

TBC TOP BACK OF CURB

TBW TOP BACK OF WALK

TEL TELEPHONE

TCW TOP OF CURBWALL

TOA TOP OF ASPHALT

TOC TOP OF CONCRETE

TOE TOE OF SLOPE OR WALL

TOG TOP OF GRATE

TOW TOP OF WALL

UTIL UTILITY

UD UNDERDRAIN

UGP UNDERGROUND POWER

UP UTILITY POLLE

VC VERTICAL CURVE

W WEST, WATER

W2 SECONDARY WATER

WL WATERLINE

WM WATER METER

WP WORK POINT

LEGEND

ABBREVIATIONS

DIAMETER

DELTA

° DEGREES

' MINUTES, FEET

" SECONDS, INCHES

ADA AMERICAN DISABILITIES ACT

ADS CORRUGATED BLACK PLASTIC PIPE

APWA AMERICAN PUBLIC WORKS ASSOCIATION

ARCH ARCHITECT, ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AWWA AMERICAN WATER WORKS ASSOCIATION

B&C BAR & CAP

BLA BOUNDARY LINE AGREEMENT

BLDG BUILDING

BM BENCHMARK

BND BOUNDARY

BOW BACK OF WALK

BRG BEARING

BV BUTTERFLY VALVE

C&G CURB AND GUTTER

CB CATCH BASIN

CH CHORD

CHB CHORD BEARING

CI CAST IRON

CIP CAST IN PLACE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

COMM COMMUNICATIONS

CONC CONCRETE

CONST CONSTRUCTION

CUL CULINARY

CW CULINARY WATER

CWL CULINARY WATERLINE

DEMO DEMOLITION

DI DUCTILE IRON

DIAM DIAMETER

DIST DISTANCE

DWG DRAWING

E EAST, ELECTRICITY, ELECTRICAL

EASE EASEMENT

EG EXISTING GRADE

EL ELBOW

ELEC ELECTRICAL

ELEV ELEVATION

EOA EDGE OF ASPHALT

EVC END VERTICAL CURVE

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

EX EXISTING

FF FIELD FENCE

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOWLINE

FND FOUNDATION

FP FIRE PROTECTION

FTG FOOTING

G GAS, NATURAL GAS

GB GRADE BREAK

GV GATE VALVE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

HP HIGH POINT

HPE HIGH POINT ELEVATION

PROPOSED RETAINING WALL

EXISTING RETAINING WALL

EXISTING ROCK WALL

PROPOSED ROCK WALL

1.5%

CE101

NOTES & LEGEND

COPYRIGHT:

© 2022 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

26185370

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01 06/17/26 PERMIT SET

Entellus e

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1470 South 600 West Woods Cross, UT 84010 Phone 801.298.2236 www.Entellus.com

1061017

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

Know what'sbelow.

before you dig.Call www.bluestakes.org

BLUE STAKES OF UTAH

1-800-662-4111

UTILITY NOTIFICATION CENTER, INC.

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1. COMPLIANCE:

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, UTAH DRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, AND SLC PUBLIC UTILITIES MODIFICATIONS TO APWA STANDARD PLANS AND APPROVED MATERIALS AND SLC PUBLIC UTILITIES APWA SPECIFICATIONS MODIFICATIONS. THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED IN WRITING BY THE SALT LAKE CITY DIRECTOR OF PUBLIC UTILITIES.

2. COORDINATION:

THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL APPROPRIATE GOVERNMENT AND PRIVATE ENTITIES ASSOCIATED WITH THE PROJECT. THE FOLLOWING MUST BE CONTACTED 48-HOURS PRIOR TO CONSTRUCTION AS APPLICABLE TO THE PROJECT:

PUBLIC UTILITIES:

BACKFLOW PREVENTION - 483-6795

DEVELOPMENT REVIEW ENGINEERING - 483-6781

INSPECTIONS, PERMITS, CONTRACTS & AGREEMENTS - 483-6727

PRETREATMENT - 799-4002

STORM WATER - 483-6721

SLC DEPARTMENTS:

ENGINEERING - PUBLIC WAY PERMITS AND ISSUES - 535-6248

ENGINEERING - SUBDIVISIONS - 535-6159

FIRE DEPARTMENT - 535-6636

PERMITS AND LICENSING (BLDG SERVICES) - 535-7752

PLANNING AND ZONING - 535-7700

TRANSPORTATION - 535-6630

- ALL OTHER POTENTIALLY IMPACTED GOVERNING AGENCIES OR ENTITIES

- ALL WATER USERS INVOLVED IN WATER MAIN SHUTDOWNS

- APPLICABLE SEWER, WATER AND DRAINAGE DISTRICTS

- BLUESTAKES LOCATING SERVICES - 532-5000

- COUNTY FIRE DEPARTMENT - 743-7231

- COUNTY FLOOD CONTROL - 468-2779

- COUNTY HEALTH DEPARTMENT - 385-468-3913

- COUNTY PUBLIC WAY PERMITS - 468-2241

- HOLLADAY CITY - 272-9450

- SALT LAKE COUNTY HIGHWAY DEPARTMENT - 468-3705 OR 468-2156

- THE UTAH TRANSIT AUTHORITY FOR RE-ROUTING SERVICE - 262-5626

- UNION PACIFIC RAILROAD CO., SUPERINTENDENTS OFFICE - 595-3405

- UTAH DEPARTMENT OF TRANSPORTATION, REGION #2 - 975-4800

- UTAH STATE ENGINEER - 538-7240

3. SCHEDULE

PRIOR TO CONSTRUCTION THE CONTRACTOR WILL PROVIDE, AND WILL UPDATE AS CHANGES OCCUR, A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS AND SALT LAKE CITY ENGINEERING OR SALT LAKE COUNTY REGULATIONS AS

APPLICABLE FOR WORKING WITHIN THE PUBLIC WAY.

4. PERMITS, FEES AND AGREEMENTS

CONTRACTOR MUST OBTAIN ALL THE NECESSARY PERMITS AND AGREEMENTS AND PAY ALL APPLICABLE FEES PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT SALT LAKE CITY ENGINEERING (535-6248) FOR PERMITS AND INSPECTIONS REQUIRED FOR ANY WORK CONDUCTED WITHIN SALT LAKE CITY'S PUBLIC RIGHT-OF-WAY. APPLICABLE UTILITY PERMITS MAY INCLUDE MAINLINE EXTENSION AGREEMENTS AND SERVICE CONNECTION PERMITS. ALL UTILITY WORK MUST BE BONDED. ALL CONTRACTORS

MUST BE LICENSED TO WORK ON CITY UTILITY MAINS.

CONSTRUCTION SITES MUST BE IN COMPLIANCE WITH THE UTAH POLLUTION DISCHARGE ELIMINATION SYSTEM (UPDES) STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES (538-6923). A COPY OF THE PERMIT'S STORM WATER POLLUTION PREVENTION PLAN MUST BE SUBMITTED TO PUBLIC UTILITIES FOR REVIEW AND APPROVAL. ADDITIONAL WATER QUALITY AND EROSION CONTROL MEASURES MAY BE REQUIRED. THE CONTRACTOR MUST ALSO COMPLY WITH SALT LAKE CITY'S CLEAN WHEEL

ORDINANCE.

5. ASPHALT AND SOIL TESTING

THE CONTRACTOR IS TO PROVIDE MARSHALL AND PROCTOR TEST DATA 24-HOURS PRIOR TO USE. CONTRACTOR IS TO PROVIDE COMPACTION AND DENSITY TESTING AS REQUIRED BY SALT LAKE CITY ENGINEERING, UDOT, SALT LAKE COUNTY OR OTHER GOVERNING ENTITY. TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER APWA STANDARD SPECIFICATIONS, SECTION 330520 - BACKFILLING TRENCHES, OR AS REQUIRED BY THE SLC PROJECT ENGINEER IF NATIVE MATERIALS ARE USED. NO NATIVE MATERIALS ARE ALLOWED WITHIN THE PIPE ZONE. THE MAXIMUM LIFTS FOR BACKFILLING EXCAVATIONS IS 8-INCHES. ALL MATERIALS AND COMPACTION TESTING IS TO BE PERFORMED BY A LAB RECOGNIZED AND ACCEPTED BY

SALT LAKE COUNTY PUBLIC WORKS AND/OR SALT LAKE CITY ENGINEERING.

6. TRAFFIC CONTROL AND HAUL ROUTES

TRAFFIC CONTROL MUST CONFORM TO THE MOST CURRENT EDITION OF SALT LAKE CITY TRAFFIC CONTROL MANUAL - PART 6 OF “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” FOR SALT LAKE COUNTY AND STATE ROADS. SLC TRANSPORTATION MUST APPROVE ALL PROJECT HAUL ROUTES (535-7129). THE CONTRACTOR MUST ALSO CONFORM TO UDOT, SALT LAKE COUNTY OR OTHER APPLICABLE GOVERNING ENTITIES REQUIREMENTS FOR TRAFFIC CONTROL.

7. SURVEY CONTROL

CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR ALIGNMENT AND GRADE OF EACH MAIN AND/OR FACILITY AS APPROVED. THE STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITH CUTS AND/OR FILLS TO THE GRADE OF THE MAIN AND/OR FACILITY AS APPROVED. IN ADDITION, THE CONTRACTOR AND/OR SURVEYOR SHALL PROVIDE TO SALT LAKE CITY PUBLIC UTILITIES CUT SHEETS FILLED OUT COMPLETELY AND CLEARLY SHOWING THE PERTINENT GRADES, ELEVATIONS AND CUT/FILLS ASSOCIATED WITH THE FIELD STAKING OF THE MAIN AND/OR FACILITY. THE CUT SHEET FORM IS AVAILABLE AT THE CONTRACTS AND AGREEMENTS OFFICE AT PUBLIC UTILITIES. ALL MAINS AND LATERALS NOT MEETING MINIMUM GRADE REQUIREMENTS AS SPECIFIED BY ORDINANCE OR AS REQUIRED TO MEET THE MINIMUM REQUIRED FLOWS OR AS APPROVED MUST BE REMOVED AND RECONSTRUCTED TO MEET DESIGN GRADE. THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS UNTIL PUBLIC UTILITY SURVEYORS COMPLETE FINAL MEASUREMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE. DEPENDING ON THE LOCATION OF THE PROJECT; CONTACT THE COUNTY SURVEYOR FOR SECTION CORNER MONUMENTS (801-468-2028) AND/OR THE SALT LAKE CITY SURVEYOR (801-535-7973) FOR SALT LAKE CITY MONUMENTS AND CONSTRUCTION REQUIREMENTS. ALL ELEVATIONS SHALL BE REFERENCED TO SALT LAKE CITY DATUM UNLESS NOTED OTHERWISE ON THE PLANS.

8. ASPHALT GUARANTEE

THE CONTRACTOR SHALL REMOVE, DISPOSE OF, FURNISH AND PLACE PERMANENT ASPHALT PER SALT LAKE CITY ENGINEERING, UDOT, COUNTY, OR OTHER GOVERNMENT STANDARDS AS APPLICABLE TO THE PROJECT. THE CONTRACTOR SHALL GUARANTEE THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE GOVERNING ENTITY.

9. TEMPORARY ASPHALT

IF THE CONTRACTOR CHOOSES TO WORK WITHIN THE PUBLIC WAY WHEN HOT MIX ASPHALT IS NOT AVAILABLE, THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE APPROPRIATE GOVERNING ENTITY PRIOR TO INSTALLING TEMPORARY ASPHALT SURFACING MATERIAL. WITHIN SALT LAKE CITY, WHEN PERMANENT ASPHALT BECOMES AVAILABLE, THE CONTRACTOR SHALL REMOVE THE TEMPORARY ASPHALT, FURNISH AND INSTALL THE PERMANENT ASPHALT. THE CONTRACTOR SHALL GUARANTEE THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE GOVERNING ENTITY FROM THE DATE OF COMPLETION.

10. SAFETY

THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA, STATE, COUNTY AND OTHER GOVERNING…