3-200-22054-Deseret Peaks-Site Work (Civil Landscape) Bid Package 2 27Apr2026.pdf

FLOOR OR POINT ELEVATION

KEY NOTE

WALL TYPE

DOOR NUMBER

WINDOW NUMBER

FIXTURE TAG

REVISION TAG

DETAIL

BUILDING SECTION

ROOM NAME & NUMBER

WALL SECTION

X-XX

XXX

A101

SIM

Room name

A101

SIM

XXX

INTERIOR ELEVATIONA101

1Ref

R e f

R e f

1Ref

A101

Ref

Re f

Re f

Ref

BUILDING ELEVATION

BUILDING GRID LINES

A

X

CONCRETE MASONRY UNIT

BRICK VENEER

STONE VENEER

CONCRETE

GYPSUM BOARD OR GROUT

MORTAR

BATT INSULATION

RIGID INSULATION

PLYWOOD

ROUGH WOOD-CONTINUOUS

ROUGH WOOD-BLOCKING

WOOD TRIM

STEEL

GRAVEL

EARTH

E.I.F.S.

B1

A101

SIM

@ AT

A.B. ANCHOR BOLT

ABV. ABOVE

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISHED FLOOR

A.I.A. AMERICAN INSTITUTE OF

ARCHITECTS

ALUM. ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECT / ARCHITECTURAL

A.S.T.M. AMERICAN SOCIETY FOR

TESTING MATERIALS

BD BOARD

BLDG. BUILDING

B.M. BENCHMARK

BITUM. BITUMINOUS

B.O. BOTTOM OF

BOT. BOTTOM

B.P. BASE PLATE

BRG. BEARING

BTWN. BETWEEN

C.J. CONSTRUCTION JOINT

CENTER LINE

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

CONST. CONSTRUCTION

COORD. COORDINATE

CER. CERAMIC

C.P. CAP PLATE

C.T.J. CONTRACTION JOINT

DBL. DOUBLE

D.B.A. DEFORMED BAR ANCHOR

DEPT. DEPARTMENT

DFT./DTL. DETAIL

DIA. / Ø DIAMETER

DTL. DETAIL

DWGS. DRAWINGS

EA. EACH

E.F. EACH FACE

E.J. EXPANSION JOINT

ELECT. ELECTRICAL

EL/ELEV. ELEVATION

EQ. EQUAL

E.S. EACH SIDE

E.W. EACH WAY

EXIST. EXISTING

EXPAN. EXPANSION

EXT. EXTERIOR

E.W.C. ELECTRIC WATER COOLER

F.D. FLOOR DRAIN

FDN./FDTN FOUNDATION

O.H. OVERHEAD

O.H.D. OVERHEAD DOOR

OPP. OPPOSITE

O.W.S.J. OPEN WEB STEEL JOIST

OZ. OUNCE

PART. PARTITION

PERP PERPENDICULAR

PDR. CT. POWDER COAT/COATED

P.C.F. POUNDS PER CUBIC FOOT

P.L.F. POUNDS PER LINEAR FOOT

PL PLATE

PLUMB. PLUMBING

PROT. PROTECT/PROTECTION

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PTD. PAINTED

QTY. QUANTITY

R.D. ROOF DRAIN

RAD. RADIUS

RFINF. REINFORCED

REQ'D. REQUIRED

RM ROOM

R.O. ROUGH OPENING

SCHED SCHEDULE

SHR. SHOWER

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION

STC SOUND TRANSMISSION COEFFICIENT

S.D.I. STEEL DECK INSTITUTE

S.J.I. STEEL JOIST INSTITUTE

STIFF. STIFFENER

STRUCT. STRUCTURAL

STD. STANDARD

SUPER. SUPERVISOR

SUSP. SUSPENDED

THRU. THROUGH

T.O. TOP OF

T.O.A. TOP OF ASPHALT

T.O.C. TOP OF CURB

T.O.F. TOP OF FOOTING

T.O.S. TOP OF SLAB OR SIDEWALK

T.O.W. TOP OF WALL

T.P.O. THERMO

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE.

VNR. VENEER

W/ WITH

WD. WOOD

W.W.F. WELDED WIRE FABRIC

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

FIN. FINISH

FLR. FLOOR

FT. FEET

FTG. FOOTING

GA. GAGE/GAUGE

GAL. GALLON

GALV. GALVANIZED

GPM GALLONS PER MINUTE

GND. GROUND

GOVT. GOVERNMENT

GWB GYPSUM WALL BOARD

GYP. BD. GYPSUM WALL BOARD

H.C. HANDICAPPED

HDW. HARDWARE

HR. HOUR

H.S.A. HEADED STUD ANCHOR

H.M. HOLLOW METAL

HORIZ. HORIZON

HT. HEIGHT

HVAC HEATING/VENTIALTION/AIR

CONDITIONING

HYD HYDRANT

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

IN. INCHES

INFO. INFORMATION

INSUL. INSULATION

LAV LAVATORY

LT. LIGHT

LT WT LIGHT WEIGHT

MAINT. MAINTENANCE

MANUF. MANUFACTURER

MAX. MAXIMUM

MAT MATERIAL

M.C.J. MASONRY CONTROL JOINT

MECH. MECHANICAL

MFGR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTL. METAL

NO. NUMBER

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

# NUMBER

O.F.C.I. OWNER FURNISHED,

CONTRACTOR INSTALLED

O.F.O.I. OWNER FURNISHED,

OWNER INSTALLED

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

PROJECT NO.

SHEET TITLE:

Pl o t D a te

Architecture Interior Design Landscape Architecture Land Planning Construction Management

7927 So. Highpoint Parkway, Suite 300

Sandy, Utah 84094

ph. 801.269.0055 fax 801.269.1425 www.thinkaec.com

The designs shown and described herein including all technical drawings, graphic representation & models thereof, are proprietary & can not be copied, duplicated, or commercially exploited in whole or in part without the sole and express written permission from THINK Architecture, inc.

These drawings are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice.

SHEET NUMBER:

REVISIONS:

DATE:

2026 THINK ARCHITECTURE INC.

/2

/2

:2

:3

A M

D

ES

ER

ET

P

EA

K C

O M

PL

EX

S

IT

E D

EV

EL

O

PM

EN

T

U T-

2, G

RA

N

TS

V

IL

LE

, U T

APRIL 27, 2026

22-054

COVER SHEET

G000

-0 4-

-B

ID

P

A C

KA

G

E

BI

D

P A

C

KA

G E

ARCHITECT:

7927 SOUTH HIGH POINT WAY, SUITE 300

SANDY, UT 84094

801.269.0055

THINK ARCHITECTURE

CIVIL ENGINEER:

MECHANICAL ENGINEER:

ELECTRICAL ENGINEER:

PROJECT TEAM

BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE

PLUMBING CODE: 2021 INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE: 2020 NATIONAL ELECTRIC CODE

ACCESSIBILITY: 2021 ANSI A117.1

STRUCTURAL ENGINEER:

1295 N STATE ST

OREM, UT 84057

801.222.0922

CKR ENGINEERS

560 S 100 W ST#1,

PROVO, UT 84601

(435).554.7771

BRENKMAN & COMPANY

2332 W. 12600 S., SUITE F

RIVERTON, UT 84065

801.566.0503

ROCKY MOUNTAIN CONSULTING ENGINEERS, INC.

556 WEST JACK FROST WAY

SARATOGA SPRINGS, UT 84045

801.884.6010

ADVANCED CIVIL ENGINEERING, PLLC

NORTH

VICINITY MAPGOVERNING BUILDING CODES & INFORMATION

BUILDING: RESTROOM BUILDING

USE: PUBLIC RESTROOM USE

OCCUPANCY TYPE: U

BUILDING TYPE: V-B

FIRE SPRINKLERS: NO

ALLOWABLE AREA: 5,500 SF

ALLOWABLE HEIGHT: 40 FEET (1 STORY)

ACTUAL AREA: LEVEL 1: 1,185 SF

ACTUAL HEIGHT: 15'-7"

DRAWING INDEX

OCCUPANT LOAD: SEE G002

EXIT REQUIREMENTS: SEE G002

EXITS PROVIDED: SEE G002

MATERIALS: CMU, WOOD TRUSSES

ABBREVIATIONS GRAPHIC SYMBOLS/ MATERIAL LEGENDS

DESERET PEAKS SPORTS AND ENTERTAINMENT

COMPLEX

SITE DEVELOPMENT PACKAGE

BID PACKAGE #2

DEFERRED SUBMITTALS ARE THOSE PORTIONS OF DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF THE PERMIT APPLICATION AND HAVE RECEIVED PRIOR APPROVAL FROM THE BUILDING

OFFICIAL TO BE DEFERRED.

THE DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT AND GENERAL CONTRACTOR WITHIN SIX WEEKS TO COMMMENCEMENT OF CONSTRUCTION TO THIS PORTION OF

WORK.

DEFERRED SUBMITTAL PROCESS:

1. THE DEFERRED SUBMITTAL SHALL FIRST BE REVIEWED BY THE GENERAL CONTRACTOR FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THE SUBMITTAL MUST BE REVIEWED, APPROVED, STAMPED AND SIGNED BY THE GENERAL CONTRACTOR BEFORE BEING SUBMITTED TO THE ARCHITECT.

2. THE GENERAL CONTRACTOR SHALL DIGITALLY SUBMIT DEFERRED SUBMITTALS TO THE ARCHITECT.

3. THE DEFERRED SUBMITTAL ITEMS WILL BE REVIEWED BY THE ENGINEER OR ARCHITECT IN RESPONSIBLE CHARGE. THE ENGINEER OR ARCHITECT WILL ATTACH A LETTER TO THE SUBMITTAL

STATING THAT THE DEFERRED ITEM IS IN CONFORMANCE WITH THE DESIGN OF THE STRUCTURE.

4. THE APPROVED SUBMITTALS WILL BE RETURNED TO THE GENERAL CONTRACTOR. TWO SETS OF THE DEFERRED SUBMITTAL ARE THEN SUBMITTED TO THE CITY FOR REVIEW.

5. THE GENERAL CONTRACTOR SHALL MAINTAIN ONE SET OF THE APPROVED SUBMITTAL ON SITE FOR REFERENCE BY THE CITY INSPECTOR.

6. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

7. SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS FOR STRUCTURAL DEFERRED SUBMITTALS.

DEFERRED SUBMITTAL ITEMS

1. PRE-FABRICATED STRUCTURAL TRUSSES, INCLUDING DESIGN DRAWINGS AND CALCULATIONS.

DEFERRED SUBMITTAL REQUIREMENTS

OWNER & MUNICIPAL DRAWING APPROVALS

OWNER:

CITY PLANNING & ZONING DEPARTMENT:

DATE:

DATE:

CITY BUILDING DEPARTMENT: DATE:

CITY ENGINEER:

CITY FIRE DEPARTMENT:

DATE:

DATE:

CITY POLICE DEPARTMENT: DATE:

PROJECT SITE

SPECIAL INSPECTIONS REQUIREMENTS

SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH IBC 2021 CHAPTER 17, SECTION 1704.

SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE REGISTERED

DESIGN PROFESSIONALS IN RESPONSIBLE CHARGE. (2021 IBC SECTION 1704.2.4).

SEE PROJECT MANUAL / SPECIFICATIONS, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL GENERAL NOTES FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS.

OWNER:

47 S. MAIN STREET

TOOELE, UT 84074

435.843.4000

TOOELE COUNTY

LANDSCAPE ARCHITECT:

7927 SOUTH HIGH POINT WAY, SUITE 300

SANDY, UT 84094

801.269.0055

THINK ARCHITECTURE

MECHANICAL CODE: 2021 INTERNATIONAL MECHANICAL CODE

FIRE CODE: 2021 INTERNATIONAL FIRE CODE

ENERGY CONSERVATION: 2021 INTERNATIONAL ENERGY CONSERVATION CODE

BUILDING AREAS

BUILDING AREA - FINISHED

AREA FINISHED

BUILDING AREA - UNFINISHED

AREA UNFINISHED

CITY APPROVAL STAMP

2930 UT-112 GRANTSVILLE, UTAH 84029

SEAL

CIVIL

SHEET # SHEET NAME # DATE

C001 SHEET INDEX, LEGEND, & ABREVIATIONS

C002 CIVIL ENGINEER NOTES

C003 GRANTSVILLE CITY NOTES

C100 OVERALL TOPOGRAPHIC SURVEY

CD101 CIVIL DETAILS - SHEET 1/16

CD102 CIVIL DETAILS - SHEET 2/16

CD103 CIVIL DETAILS - SHEET 3/16

CD104 CIVIL DETAILS - SHEET 4/16

CD105 CIVIL DETAILS - SHEET 5/16

CD106 CIVIL DETAILS - SHEET 6/16

CD107 CIVIL DETAILS - SHEET 7/16

CD108 CIVIL DETAILS - SHEET 8/16

CD109 CIVIL DETAILS - SHEET 9/16

CD110 CIVIL DETAILS - SHEET 10/16

CD111 CIVIL DETAILS - SHEET 11/16

CD112 CIVIL DETAILS - SHEET 12/16

CD113 CIVIL DETAILS - SHEET 13/16

CD114 CIVIL DETAILS - SHEET 14/16

CD115 CIVIL DETAILS - SHEET 15/16

CD116 CIVIL DETAILS - SHEET 16/16

FG101 FINISH GRADING PLAN - OVERALL

FG102 FINISH GRADING PLAN - SHEET 1/11

FG103 FINISH GRADING PLAN - SHEET 2/11

FG104 FINISH GRADING PLAN - SHEET 3/11

FG105 FINISH GRADING PLAN - SHEET 4/11

FG106 FINISH GRADING PLAN - SHEET 5/11

FG107 FINISH GRADING PLAN - SHEET 6/11

FG108 FINISH GRADING PLAN - SHEET 7/11

FG109 FINISH GRADING PLAN - SHEET 8/11

FG110 FINISH GRADING PLAN - SHEET 9/11

FG111 FINISH GRADING PLAN - SHEET 10/11

FG112 FINISH GRADING PLAN - SHEET 11/11

LANDSCAPE

SHEET # SHEET NAME # DATE

LS100 SUBGRADE EXHIBIT

LS100.1 OVERALL SITE DEVELOPMENT

LS101 SITE DEVELOPMENT

LS103 SITE DEVELOPMENT

LS104 SITE DEVELOPMENT

LS105 SITE DEVELOPMENT

LS106 SITE DEVELOPMENT

LS107 SITE DEVELOPMENT

LS102 SITE DEVELOPMENT

LS108 SITE DEVELOPMENT

LS109 SITE DEVELOPMENT

LS110 FENCING EXHIBIT

LS501 SITE DEVELOPMENT DETAILS

LANDSCAPE

SHEET # SHEET NAME # DATE

LS502 SITE DEVELOPMENT DETAILS

LP100 OVERALL PLANTING PLAN

LP101 PLANTING PLAN

LP102 PLANTING PLAN

LP103 PLANTING PLAN

LP104 PLANTING PLAN

LP105 PLANTING PLAN

LP106 PLANTING PLAN

LP107 PLANTING PLAN

LP108 PLANTING PLAN

LP109 PLANTING PLAN

LP500 PLANTING PLAN SCHEDULES & DETAILS

LP200 PLANTING PLAN ALTERNATE 1

LP201 PLANTING PLAN ALTERNATE 2

LP202 PLANTING PLAN ALTERNATE 3

LP203 PLANTING PLAN ALTERNATE 4

LP204 PLANTING PLAN ALTERNATE 4

LP205 PLANTING PLAN ALTERNATE 5

LP206 PLANTING PLAN ALTERNATE 5

LI100 OVERALL IRRIGATION PLAN

LI101 IRRIGATION PLAN

LI102 IRRIGATION PLAN

LI103 IRRIGATION PLAN

LI104 IRRIGATION PLAN

LI105 IRRIGATION PLAN

LI106 IRRIGATION PLAN

LI107 IRRIGATION PLAN

LI108 IRRIGATION PLAN

LI109 IRRIGATION PLAN

LI150 IRRIGATION DETAILS

LI151 IRRIGATION DETAILS

LI152 IRRIGATION DETAILS

LI200 IRRIGATION PLAN ALTERNATE 1

LI201 IRRIGATION PLAN ALTERNATE 3

LI202 IRRIGATION PLAN ALTERNATE 4

LI203 IRRIGATION PLAN ALTERNATE 4

LI204 IRRIGATION PLAN ALTERNATE 5

LI205 IRRIGATION PLAN ALTERNATE 5

A dv an ce d C iv il

En gi ne er in g, P

LL

C Se rv in g th e In te rm ou nt ai n

W es t Ph on e:

(8

) 8

Fa x:

(8

) 3 w w w .a dv an ce dc iv ile ng in ee rin g.

co m (p ro fe ss io na l l im ite d lia bi lit y co m pa ny

D

ES

ER

ET

P

EA

K C

O M

PL

EX

PH

A

SE

PR

EP

A

R

ED

F O

R

TH

IN

K A

R C

H

IT

EC

TU

R E

PR

O

JE

C

T A

D D

R

ES

S:

W H

W Y

, T O

O

EL

E, U

TA

H

PR

O

JE

C T

LO

C

A

TI

O N

SE

C

1, T

3S , R

5W , S

LB

M

ABBREVIATIONSLEGENDINDEX OF DRAWINGS

SH

EE

T

IN

D

EX

LE

G

EN

D

A B

R

EV

IA

TI

O N

S

CIVIL ENGINEER'S SITE & UTILITY NOTES

1. COMPLIANCE:

ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE MOST RECENT EDITIONS

OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, UTAH DRINKING WATER

REGULATIONS, APWA STANDARDS & SPECIFICATIONS, AND TOOELE COUNTY PUBLIC

WORKS STANDARD PLANS AND CONSTRUCTION SPECIFICATIONS. THE CONTRACTOR IS

REQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS

OTHERWISE NOTED AND APPROVED IN WRITING BY THE GOVERNING AUTHORITY.

2. CONTACT:

THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL APPROPRIATE GOVERNMENT AND

PRIVATE ENTITIES ASSOCIATED WITH THE PROJECT. PROVIDE 48-HOURS NOTICE PRIOR

TO CONSTRUCTION AND INSPECTION, AS APPLICABLE TO THE PROJECT

3. PERMITS, FEES AND AGREEMENTS

CONTRACTOR MUST OBTAIN ALL THE NECESSARY PERMITS AND AGREEMENTS, AND PAY

ALL APPLICABLE FEES PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT CITY PUBLIC

WORKS REGARDING PERMITS AND INSPECTIONS REQUIRED FOR WORK CONDUCTED

WITHIN THE 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.

4. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NOTES

CONSTRUCTION SITES MUST BE IN COMPLIANCE WITH THE UTAH POLLUTION DISCHARGE

ELIMINATION SYSTEM (UPDES) STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES.

A COPY OF THE PERMIT'S STORM WATER POLLUTION PREVENTION PLAN MUST BE KEPT

ONSITE AT ALL TIMES. EROSION AND SEDIMENT CONTROL MEASURES WILL BE

CONSTRUCTED AS SHOWN ON THE SWPPP. THE SWPPP IS CONSIDERED A DYNAMIC

DOCUMENT AND MUST CHANGE AS CONDITIONS WARRANT. ADDITIONAL WATER QUALITY

AND EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE

CONDITIONS.

5. SAFETY

THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY OF THE PROJECT, AND

SHALL MEET ALL OSHA, STATE, COUNTY AND OTHER GOVERNING ENTITY

REQUIREMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO

LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND

TRENCHES, AND FOR THE PROTECTION OF WORKERS.

6. TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL MUST CONFORM TO THE MOST CURRENT EDITION OF

MUTCD PART 6 "TEMPORARY TRAFFIC CONTROL" AND CITY CONSTRUCTION

SPECIFICATIONS. ALL TRAFFIC LANE CLOSURES AND PEDESTRIAN ROUTE CLOSURES

MUST BE APPROVED BY CITY, COUNTY, OR STATE AGENCIES A MINIMUM OF 24 HOURS

PRIOR TO BEGINNING WORK. THE CONTRACTOR MUST ALSO CONFORM TO CITY, UDOT,

COUNTY, OR OTHER APPLICABLE GOVERNING ENTITIES REQUIREMENTS FOR TRAFFIC

CONTROL. MAINTAIN EMERGENCY ACCESS TO THE SITE AND ACCESS TO SURROUNDING

FIRE HYDRANTS AT ALL TIMES.

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 UTILITY AND SITE IMPROVEMENT. THE CONTRACTOR WILL BE

RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS,

REFERENCE MARKS, AND PROPERTY MARKERS WITHIN THE PROJECT SITE. CONTACT

THE COUNTY SURVEYOR FOR MONUMENT LOCATIONS. ALL ELEVATIONS SHALL BE

REFERENCED TO THE BENCHMARK ELEVATION AS PROVIDED ON THE APPROVED PLANS.

8. QUALITY CONTROL

WHERE TWO OR MORE STANDARDS ARE SPECIFIED AND THE STANDARDS ESTABLISH

DIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY

LEVELS, COMPLY WITH THE CITY PUBLIC WORKS SPECIFICATION FIRST AND THE MOST

STRINGENT REQUIREMENT SECOND. REFER UNCERTAINTIES AND REQUIREMENTS TO

THE PROJECT ENGINEER FOR CLARIFICATION.

9. DUST CONTROL

THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO THE

GOVERNING ENTITY STANDARDS. USE OF HYDRANT WATER OR PUMPING FROM

CITY-OWNED CANALS OR STORM DRAINAGE FACILITIES IS NOT ALLOWED FOR DUST

CONTROL ACTIVITIES WITHOUT WRITTEN APPROVAL BY THE PUBLIC WORKS DIRECTOR.

10. DEWATERING

ALL ON-SITE DEWATERING ACTIVITIES MUST BE APPROVED IN WRITING BY PUBLIC

UTILITIES. PROPOSED OUTFALL LOCATIONS AND ESTIMATED FLOW VOLUME

CALCULATIONS MUST BE SUBMITTED TO PUBLIC UTILITIES FOR REVIEW AND APPROVAL.

ADEQUATE MEASURES MUST BE TAKEN TO REMOVE ALL SEDIMENT PRIOR TO

DISCHARGE. PUBLIC UTILITIES MAY REQUIRE ADDITIONAL MEASURES FOR SEDIMENT

CONTROL AND REMOVAL.

THE CONTRACTOR MUST KEEP ALL EXCAVATIONS FREE FROM GROUNDWATER BY

DEWATERING. THE CONTRACTOR MUST DISPOSE OF WATER SO AS NOT TO CAUSE A

MENACE TO PUBLIC HEALTH, OR BECOME A NUISANCE. THE GROUNDWATER SHALL BE

DRAWN DOWN TO 12" BELOW THE MINIMUM EXCAVATION. DEWATERING SHALL

CONTINUE UNTIL FILL HAS BEEN PLACED AND COMPACTED A MINIMUM OF 24" ABOVE THE

STATIC GROUNDWATER LEVEL. THE CONTRACTOR SHALL CONFORM TO BEST

MANAGEMENT PRACTICES FOR REMOVING GROUNDWATER AS PER THE UPDES PERMIT.

11. PROJECT LIMITS

THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE

APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND

EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. IT IS

THE CONTRACTORS RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM

THE APPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR

WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS.

12. DAMAGE TO EXISTING UTILITIES

THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE, CAUSED BY ANY

CONDITION INCLUDING SETTLEMENT, TO EXISTING UTILITIES FROM WORK PERFORMED

AT OR NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL TAKE ALL MEASURES

NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE ROADWAYS AND UTILITY

FACILITIES. DAMAGE TO EXISTING FACILITIES CAUSED BY THE CONTRACTOR, MUST BE

REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE, TO THE SATISFACTION OF THE

OWNER OF SAID FACILITIES.

13. UTILITY LOCATIONS

CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND

SERVICE LATERALS, AND FOR REPAIRING ALL DAMAGE THAT OCCURS TO THE UTILITIES

DUE TO THE CONTRACTOR'S ACTIVITIES. CONTRACTOR IS TO VERIFY LOCATION, DEPTH,

SIZE, MATERIAL AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY POTHOLING IN

ORDER TO IDENTIFY POTENTIAL CONFLICTS, AND PROBLEMS WITH FUTURE

CONSTRUCTION ACTIVITIES. EXISTING UTILITY INFORMATION SHOWN ON THE DRAWINGS

WAS OBTAINED FROM PUBLIC UTILITIES' MAPS AND MUST BE ASSUMED AS

APPROXIMATE; REQUIRING FIELD VERIFICATION. CONTACT BLUE STAKES OR

APPROPRIATE OWNER FOR COMMUNICATION, GAS, TELEPHONE, FIBER OPTIC, CABLE,

AND/OR PRIVATE UTILITY LOCATIONS.

14. UTILITY RELOCATIONS

FOR UTILITY CONFLICTS REQUIRING MAINLINE RELOCATIONS, THE CONTRACTOR MUST

NOTIFY THE APPLICABLE UTILITY COMPANY, OR USER, A MINIMUM OF 2-WEEKS IN

ADVANCE. A ONE-WEEK MINIMUM NOTIFICATION IS REQUIRED FOR CONFLICTS

REQUIRING THE RELOCATION OF SERVICE LATERALS. ALL RELOCATIONS ARE SUBJECT

TO APPROVAL FROM THE APPLICABLE UTILITY COMPANY AND/OR USER.

15. FIELD CHANGES

NO ROADWAY, UTILITY ALIGNMENT OR GRADE CHANGES ARE ALLOWED FROM THE

APPROVED CONSTRUCTION PLANS/DOCUMENTS WITHOUT WRITTEN APPROVAL FROM

THE PUBLIC WORKS DIRECTOR. CHANGES TO HYDRANT LOCATIONS AND/OR FIRE LINES

MUST BE REVIEWED AND APPROVED BY THE FIRE DEPARTMENT (AS APPLICABLE TO THE

PROJECT) AND PUBLIC WORKS.

16. PUBLIC NOTICE TO PROJECTS IN THE PUBLIC WAY

FOR APPROVED PROJECTS THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND

DISTRIBUTE WRITTEN NOTICE TO ALL RESIDENTS LOCATED WITHIN THE PROJECT AREA

AT LEAST 72-HOURS PRIOR TO CONSTRUCTION. WORK TO BE CONDUCTED WITHIN

COMMERCIAL OR INDUSTRIAL AREAS MAY REQUIRE A LONGER NOTIFICATION PERIOD,

AND ADDITIONAL CONTRACTOR COORDINATION WITH PROPERTY OWNERS. THE

WRITTEN NOTICE IS TO BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR CITY

ENGINEER.

17. PUBLIC NOTICE FOR WATER MAIN SHUT DOWNS

THE PUBLIC WORKS DEPARTMENT AND CITY ENGINEER MUST APPROVE ALL WATER MAIN

SHUTDOWNS. ONCE APPROVED, THE CONTRACTOR MUST NOTIFY ALL AFFECTED USERS

BY WRITTEN NOTICE A MINIMUM OF 48-HOURS (RESIDENTIAL) AND 72-HOURS

(COMMERCIAL/INDUSTRIAL) PRIOR TO THE WATER MAIN SHUT DOWN. PUBLIC WORKS

MAY REQUIRE LONGER NOTICE PERIODS.

18. WATER AND SEWER SEPARATION

IN ACCORDANCE WITH UTAH'S DEPARTMENT OF HEALTH REGULATIONS, A MINIMUM

TEN-FOOT HORIZONTAL AND 1.5-FOOT VERTICAL (WITH WATER ON TOP) SEPARATION IS

REQUIRED. IF THESE CONDITIONS CANNOT BE MET, STATE AND PUBLIC WORKS

APPROVAL IS REQUIRED. ADDITIONAL CONSTRUCTION MEASURES WILL BE REQUIRED

FOR THESE CONDITIONS.

19. SEWER MAIN AND LATERAL CONSTRUCTION REQUIREMENTS

PUBLIC WORKS MUST INSPECT ALL SEWER CONNECTIONS. ALL SEWER LATERALS

6-INCHES AND SMALLER MUST WYE INTO THE MAINS PER PUBLIC WORKS

REQUIREMENTS. A MINIMUM 4-FOOT BURY DEPTH IS REQUIRED ON ALL SEWER MAINS

AND LATERALS.

THE CONTRACTOR MUST PROVIDE AIR PRESSURE TESTING OF SEWER MAINS IN

ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS AND PUBLIC WORKS

REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE SEWER LATERAL WATER TESTING

AS REQUIRED BY THE PUBLIC WORKS DIRECTOR OR INSPECTOR. ALL PIPES SUBJECT TO

WATER TESTING SHALL BE FULLY VISIBLE TO THE INSPECTOR DURING TESTING.

TESTING MUST BE PERFORMED IN THE PRESENCE OF A PUBLIC WORKS

REPRESENTATIVE. ALL VISIBLE LEAKAGE MUST BE REPAIRED TO THE SATISFACTION OF

THE PUBLIC WORKS ENGINEER OR INSPECTOR.

20. WATER AND FIRE MAIN AND SERVICE CONSTRUCTION REQUIREMENTS

PUBLIC WORKS MUST INSPECT AND APPROVE ALL FIRE AND WATER SERVICE

CONNECTIONS. A MINIMUM 3-FOOT SEPARATION IS REQUIRED BETWEEN ALL WATER AND

FIRE SERVICE TAPS INTO THE MAIN. ALL CONNECTIONS MUST BE MADE MEETING PUBLIC

WORKS REQUIREMENTS. A 5-FOOT MINIMUM BURY DEPTH (FINAL GRADE TO TOP OF PIPE)

IS REQUIRED ON ALL WATER/FIRE LINES UNLESS OTHERWISE APPROVED BY PUBLIC

UTILITIES. WATER LINE THRUST BLOCK AND RESTRAINTS ARE REQUIRED AS PER PUBLIC

WORKS STANDARDS DRAWINGS AND CONSTRUCTION SPECIFICATIONS. ALL EXPOSED

NUTS AND BOLTS WILL BE COATED WITH CHEVRON FM1 GREASE, PLUS A MINIMUM 8 MIL

THICKNESS PLASTIC. PROVIDE STAINLESS STEEL NUTS, BOLTS, AND WASHERS FOR HIGH

GROUNDWATER/ SATURATED CONDITIONS AT FLANGE FITTINGS, ETC.

ALL WATERLINE INSTALLATIONS AND TESTING TO BE ACCOMPLISHED IN ACCORDANCE

WITH PUBLIC WORKS STANDARDS AND SPECIFICATIONS, INCLUDING UTAH STATE

DRINKING WATER STANDARDS, AWWA SPECIFICATIONS, AND ALL OTHER APPLICABLE

UPWS, ASTM, AND ANSI SPECIFICATIONS RELEVANT TO THE INSTALLATION AND

COMPLETION OF THE PROJECT.

ALL NEW WATER MAINS OR APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE

WITH AWWA STANDARD C651-99. THE SPECIFICATION SHALL INCLUDE DETAILED

PROCEDURES FOR THE ADEQUATE FLUSHING, DISINFECTION, AND MICROBIOLOGICAL

TESTING OF ALL WATER MAINS. ON ALL NEW AND EXTENSIVE DISTRIBUTION SYSTEM

CONSTRUCTION, EVIDENCE OF SATISFACTORY DISINFECTION SHALL BE PROVIDED TO

THE UTAH DIVISION OF DRINKING WATER. SAMPLES FOR COLIFORM ANALYSES SHALL BE

COLLECTED AFTER DISINFECTION IS COMPLETE AND THE SYSTEM IS REFILLED WITH

POTABLE WATER. A STANDARD HETEROTROPHIC PLATE COUNT IS ADVISABLE. THE USE

OF WATER FOR CULINARY PURPOSES SHALL NOT COMMENCE UNTIL THE

BACTERIOLOGIC TESTS INDICATE THE WATER TO BE FREE FROM CONTAMINATION.

CONTRACTOR IS TO INSTALL WATER SERVICE LINES, METER YOKES, AND/OR

ASSEMBLIES AND METER BOXES WITH LIDS LOCATED AS APPROVED ON THE PLANS, AND

PER APPLICABLE PUBLIC UTILITIES DETAIL DRAWINGS. METER BOXES ARE TO BE

PLACED IN THE PARK STRIPS PERPENDICULAR TO THE WATERMAIN SERVICE TAP

CONNECTION. ALL WATER METERS, CATCH BASINS, CLEANOUT BOXES, MANHOLES,

DOUBLE CHECK VALVE DETECTOR ASSEMBLIES, REDUCED PRESSURE DETECTOR

ASSEMBLIES, AND BACKFLOW PREVENTION DEVICES MUST BE LOCATED OUTSIDE OF ALL

APPROACHES, DRIVEWAYS, PEDESTRIAN WALKWAYS, AND OTHER TRAVELED WAYS

UNLESS OTHERWISE APPROVED ON PLANS.

BACKFLOW PREVENTERS ARE REQUIRED ON ALL IRRIGATION AND FIRE SPRINKLING TAPS

PER PUBLIC UTILITIES AND FIRE DEPARTMENT REQUIREMENTS.

21. GENERAL WATER, SEWER AND STORM DRAIN REQUIREMENTS

NO CHANGE IN DESIGN OF UTILITY LOCATION OR GRADE WILL BE MADE BY THE

CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF CITY PUBLIC WORKS OR OTHER

AUTHORITY HAVING JURISDICTION OVER THAT UTILITY.

NO SUBSTITUTES IN PIPE DIAMETER DIFFERENT FROM THOSE SHOWN ON THIS PLAN

WILL BE PERMITTED UNLESS SUBMITTED TO AND APPROVED BY THE CITY PUBLIC

WORKS, OR OTHER AUTHORITY HAVING JURISDICTION OVER THAT UTILITY.

ALL MANHOLES, HYDRANTS, VALVES, CLEAN-OUT BOXES, CATCH BASINS, METERS, ETC.

MUST BE RAISED OR LOWERED TO FINAL GRADE PER PUBLIC WORKS STANDARDS, AND

INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BE CONSTRUCTED ON ALL

MANHOLES, CLEANOUT BOXES, CATCH BASINS AND VALVES PER PUBLIC WORKS

STANDARDS. ALL MANHOLE, CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE

MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE BOX, AND GROUTED OR

SEALED. ALL MANHOLE, CLEANOUT BOX OR CATCH BASIN DISCONNECTIONS MUST BE

REPAIRED AND GROUTED WATERTIGHT.

CONTRACTOR SHALL NOT ALLOW ANY SURFACE WATER, GROUNDWATER OR DEBRIS TO

ENTER THE NEW, OR EXISTING PIPE DURING CONSTRUCTION.

22. TRENCH BACKFILL

PIPE BEDDING AND TRENCH BACKFILL SHALL CONFORM TO PUBLIC WORKS STANDARDS.

PLACE BACKFILL IN 8-INCH MAXIMUM LIFTS AND COMPACT TO 95% MAXIMUM DRY

DENSITY AS PER ASTM D1557. THE PIPE SHALL BE LAID ON 6-INCH MINIMUM SAND BED.

THE BACKFILL MATERIAL FOR THE PIPE ZONE SHALL BE A-1 SOILS, FREE FROM STONES,

CLODS AND OTHER DELETERIOUS MATERIALS.

THE BOTTOM OF ALL UTILITY TRENCHES SHALL BE COMPACTED THOROUGHLY PRIOR TO

PLACING PIPE. IF ROCK IS ENCOUNTERED AT DESIGN GRADE, OR A SOFT OR SOGGY

BOTTOM IS ENCOUNTERED, THE TRENCH BOTTOM SHALL BE OVEREXCAVATED AND

SUITABLE MATERIAL PLACED AND COMPACTED TO BOTTOM OF TRENCH GRADE.

COMPACTION REPORTS ON ALL TRENCHES SHALL BE SUBMITTED TO THE PROJECT

ENGINEER, CITY ENGINEER, AND/OR OWNER'S REPRESENTATIVE BY THE MATERIALS

TESTER, WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY

THE GEOTECHNICAL REPORT, IN ACCORDANCE WITH EARTHWORK SPECIFICATIONS AND

PUBLIC WORKS SPECIFICATIONS.

23. SITE CONSTRUCTION

ALL EXISTING ASPHALT TO BE CUT SHALL BE SAW CUT IN NEAT STRAIGHT LINES BY THE

CONTRACTOR PRIOR TO EXCAVATION.

GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

EXISTING CONDITIONS ON SITE. CONTRACTORS SHALL HAVE VISITED AND BECOME

FAMILIAR WITH THE PROJECT SITE.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE SITE CLEANUP

INCLUDING DEBRIS, SCRAP, AND WASTE FROM SUBCONTRACTORS, AND INSTALLERS.

BEFORE BEGINNING ANY CUTTING OR DEMOLITION, THE CONTRACTOR SHALL HAVE

REVIEWED THE SITE AND CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE CONTINUING.

CONTRACTOR SHALL PROVIDE PAVEMENT MARKINGS JUST PRIOR TO PROJECT

COMPLETION. PAINT STRIPING SHALL CONSIST OF PAINTED LINES AND SYMBOLS IN

ACCORDANCE WITH MUTCD STANDARDS & SPECIFICATIONS.

24. CONCRETE

ALL WORK SHALL CONFORM TO ACI AND ADA STANDARDS & SPECIFICATIONS.

FINE BROOM FINISH REQUIRED ON EXTERIOR FLATWORK.

25. GRADING/EARTHWORK

NO GRADE CHANGES WILL BE PERMITTED FROM THAT SHOWN AND APPROVED ON THIS

PLAN WITHOUT RESUBMITTING THE PROPOSED CHANGES TO THE OWNER AND/OR HIS

REPRESENTATIVE.

COMPACTION OF MATERIALS PLACED AT THE SITE SHOULD EQUAL OR EXCEED THE

FOLLOWING DENSITIES WHEN COMPARED TO THE MAXIMUM DRY DENSITY AS DETERMINED

BY ASTM D-1557:

FOOTINGS = (SEE STRUCTURAL DRAWINGS)

PAVEMENT = 95%

LANDSCAPING = 90%

NO GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THIS PROJECT. IF DURING SITE

PREPARATION, THE SUBSURFACE SOIL CONDITIONS ARE FOUND UNSUITABLE FOR THE

PROPOSED CONSTRUCTION, MODIFICATIONS MAY BE NECESSARY, OR AS REQUIRED BY

THE OWNER'S TESTING LABORATORY.

ALL SURFACE MATERIALS SUCH AS VEGETATION (INCLUDING THE ROOT ZONE), TOPSOIL,

DEBRIS, NON-ENGINEERED FILL, BOULDERS LARGER THAN 12-INCHES, AND ANY OTHER

DELETERIOUS MATERIAL SHALL BE REMOVED FROM WITHIN ROADWAYS OR BUILDING

PADS. STRIPPED SOILS ARE CONSIDERED UNSUITABLE FOR STRUCTURAL FILL.

AFTER SURFACE MATERIALS HAVE BEEN REMOVED, THE EXPOSED SUBGRADE SHALL BE

SCARIFIED TO A MINIMUM DEPTH OF 8-INCHES AND COMPACTED TO THE REQUIREMENTS

OF STRUCTURAL FILL. OF SOFT OR LOOSE SOILS ARE ENCOUNTERED DURING THE

SCARIFYING AND COMPACTION PROCESS, THEY MUST BE COMPLETELY REMOVED AND

REPLACED WITH STRUCTURAL FILL TO A MAXIMUM DEPTH OF TWO-FEET.

ALL WALL FOOTINGS SHALL BE SUPPORTED ON FIRM UNDISTURBED SOILS OR UPON FIRM

NATURAL SOILS EXTENDING TO FIRM NATURAL SOILS. IF FIRM UNDISTURBED SOILS

BECOME LOOSE OR DISTURBED, THEY SHALL BE REMOVED AND REPLACED WITH

STRUCTURAL FILL PRIOR TO PLACING OF CONCRETE. THE OWNER'S TESTING

LABORATORY SHALL OBSERVE THE NATURAL SOILS AT THE TIME OF FOOTING EXCAVATION,

PRIOR TO PLACEMENT OF FORMWORK OR REINFORCING STEEL, TO DETERMINE THE

SUITABILITY OF THE NATURAL SOILS FOR SUPPORTING THE FOOTINGS.

STRUCTURAL FILL, IF REQUIRED, SHALL CONSIST OF GRANULAR SOILS CLASSIFIED AS GW,

GP, SW, SP IN ACCORDANCE WITH ASTM D-2487. THESE GRANULAR SOILS SHALL CONSIST

OF 3-INCH MINUS, CLEAN, GRANULAR SOIL WITH NO MORE THAN 30% RETAINED ON THE

3/4-INCH SIEVE AND NO MORE THAN 12% PASSING THE #200 SIEVE.

WHERE REQUIRED, STRUCTURAL FILL PLACED BELOW FOOTINGS, ROADWAYS, AND SLAB

ON GRADE SHALL BE PLACED IN MAXIMUM 8-INCH LOOSE LIFTS AND COMPACTED TO AT

LEAST 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 AND SHALL BE

COMPACTED TO A MOISTURE CONTENT WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT.

COMPACTION OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY THE OWNER'S

TESTING LABORATORY TO INSURE THAT THE ABOVE REQUIREMENTS ARE ACHIEVED.

26. PAVEMENT

PAVEMENT MATERIALS SHOULD MEET THE UTAH DEPARTMENT OF TRANSPORTATION

SPECIFICATIONS FOR GRADATION & QUALITY. (1/2" AGGREGATE REQUIRED IN PARKING

AREAS)

27. AS-BUILT DRAWINGS

THE CONTRACTOR MUST MAINTAIN A SET OF COMPLETE PLANS ON THE SITE AT ALL TIMES.

THE CONTRACTOR MUST MARK IN RED INK DEVIATIONS FROM THE APPROVED SET OF

DRAWINGS, INCLUDING:

ALIGNMENT OR GRADE CHANGES

DRAINAGE CHANGES SUCH AS LOCATION, FLOWLINE, STRUCTURE, SIZE, ETC.

SURFACE CHANGES SUCH AS DITCHES, PAVING, CURBS, SIDEWALKS, ETC.

UTILITY CHANGES, RELOCATIONS, OR CONFLICTS

ITEMS OR UTILITIES NOT SHOWN ON THE APPROVED SET OF PLANS

LIST ALTERNATE CONSTRUCTION METHODS

STRUCTURAL CONFLICTS OR RELOCATION OF EXISTING WALLS, UTILITY POLES, ETC.

THE CONTRACTOR MUST PROVIDE THE PROJECT ENGINEER OR COUNTY'S

REPRESENTATIVE WITH A COMPLETE SET OF AS-BUILT PLANS FOR COUNTY RECORDS.

A dv an ce d C iv il

En gi ne er in g, P

LL

C Se rv in g th e In te rm ou nt ai n

W es t Ph on e:

(8

) 8

Fa x:

(8

) 3 w w w .a dv an ce dc iv ile ng in ee rin g.

co m (p ro fe ss io na l l im ite d lia bi lit y co m pa ny

C

IV

IL

E

N G

IN

EE

R N

O

TE

S D

ES

ER

ET

P

EA

K

C O

M

PL

EX

PH

A

SE

PR

EP

A R

ED

F

O R

TH

IN

K

A R

C H

IT

EC

TU

R

E

PR

O

JE

C T

A D

D R

ES

S:

W

H W

Y

, T

O O

EL

E, U

TA

H

PR

O

JE

C

T

LO

C A

TI

O

N

SE

C

1, T 3S

, R 5W

, S

LB

M

CIVIL BID PACKAGE #2 - REVISED 04/27/2026

an ce d C iv il

En gi ne er in g, P

LL

C Se rv in g th e In te rm ou nt ai n

W es t Ph on e:

(8

) 8

Fa x:

(8

) 3 w w w .a dv an ce dc iv ile ng in ee rin g.

co m (p ro fe ss io na l l im ite d lia bi lit y co m pa ny

Grantsville City General Notes

1. All work done or improvements installed within Grantsville City including but not limited to excavation, construction, roadwork and utilities shall conform to the Grantsville City Construction Standards and Specifications, City Municipal Code, the latest edition of the APWA Manual of Standard Specifications and Manual of Standard Plans, the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and any state or federal regulations and permit requirements of various governing bodies. The contractor is responsible to have a copy of these specifications and to know and conform to the appropriate codes, regulations, drawings, standards and specifications.

2. The existence and location of any overhead or underground utility lines, pipes, or structures shown on these plans are obtained by a research of the available records. Existing utilities are located on plans only for the convenience of the Contractor. The contractor shall bear full responsibility for the protection of utilities and the engineer bears no responsibility for utilities not shown on the plans or not in the location shown on the plans. This includes all service laterals of any kind. The Contractor shall, at his own expense, locate all underground and overhead interferences, which may affect his operation during construction and shall take all necessary precautions to avoid damage of the same. The Contractor shall use extreme caution when working near overhead utilities so as to safely protect all personnel and equipment, and shall be responsible for all cost and liability in connection therewith.

3. The Contractor shall take all precautionary measures necessary to protect existing utility lines, structures, survey monuments and street improvements which are to remain in place, from damage, and all such improvements or structures damaged by the Contractor's operations shall be repaired or replaced satisfactory to the City Engineer and owning utility company at the expense of the Contractor.

4. All construction shall be as shown on these plans, any revisions shall have the prior written approval of the City Engineer and Public Works Director.

5. Permits are required for any work in the public way. The Contractor shall secure all permits and inspections required for this construction.

6. Curb, gutter, and sidewalk, found to be unacceptable per City Standards and APWA shall be removed and replaced.

7. Contractor shall provide all necessary horizontal and vertical transitions between new construction and existing surfaces to provide for proper drainage and for ingress and egress to new construction. The extent of transitions to be as shown on plans.

8. Any survey monuments disturbed shall be replaced and adjusted per Tooele County Surveyors requirements.

9. All privacy walls, new or existing, are only shown on civil plans for the purpose of reviewing grading relationships; flood control and sight distance at intersections. All walls shall have a minimum 2 ft x 2 ft x 30 inch deep spot footings. Bottom of all footings on all walls shall be a minimum of 30 inches below finished grade. Walls greater than 6 feet require a separate permit and inspection by the Building Department.

10. All construction materials per APWA must be submitted and approved by the City Engineer prior to the placement of asphalt within City Right of Way. Grantsville Public Works will approve pipe zone material to be placed.

11. Request for inspection by the Grantsville City Engineering Dept. shall be made by the contractor at least 48 hours before the inspection services will be required.

12. Work in public way, once begun, shall be prosecuted to completion without delay as to provide minimum inconvenience to adjacent property owners and to the traveling public. Please see Code 17 General Provisions for more details.

13. The Contractor shall take all necessary and proper precautions to protect adjacent properties from any and all damage that may occur from storm water runoff and/or deposition of debris resulting from any and all work in connection with construction.

14. Power poles and/or other existing facilities not in proper location based on proposed improvements shown hereon will be relocated at no expense to the Grantsville City. Power lines and all other aerial utilities are to be buried and poles removed as determined by the City Engineer.

15. Curb and gutter with a grade of less than four-tenths of one percent shall be constructed by forming. Each joint shall be checked for a grade prior to construction and water tested as soon as possible after construction.

16. Contractor to follow Grantsville City Noise Ordinance Standards Code Ordinance 2018-19

17. Contractors are responsible for all OSHA requirements on the project site.

18. A UPDES (Utah Pollutant Discharge Elimination System) permit is required for all construction activities as per state law as well as providing a Storm Water Pollution Prevention Plan to the City.

19. All City maintained utilities including; waterline, fire hydrants, streetlight wiring, and storm drain must be in public right of way or in recorded easements.

20. Contractor shall work Grantsville City regular working hours of Monday through Friday 7:00 am to 4:00 pm

21. Prior to 90% bond release, a legible as-built drawing must be submitted to the Grantsville City stamped and signed by a professional engineer. As-builts must show all changes and actual field locations of storm drainage, waterlines, irrigation, street lighting, and power. As-builts will be held to the same standard as approved design drawings, no "redlined plans" allowed. In the absence of changes, copies of the approved drawings will be required stating "installed as per drawings". As-built drawings for new developments shall be submitted to the City in the following formats and quantities prior to the 90% bond release: 1 .dxf copy, 1 .pdf copy, and 1 GIS Shape file containing the same.

22. Filter fabric wrapped around an inlet grate is not an acceptable inlet sediment barrier. See Grantsville City Construction Standards and Specifications for details of approved storm water BMPs which specifically states the utilization of an Oil Water Snout Separator.

23. Asphalt paving is not allowed without a written exception from the Engineering Department and Public Works Department below an ambient temperature of 50 degrees and rising.

24. To ensure proper planting, protection and irrigation of trees, mitigating risk of tree failure or future damage to infrastructure, contractors are required to follow the standards and specifications of the ISA - International Society of Arboriculture.

25. When a proposed development borders a collector, minor collector or arterial street and is required to construct collector street fencing along the back of sidewalk, the development shall also be required put in a concrete mow strip from the back of sidewalk to underneath the fence panels. Concrete mow strips shall also be required between the sidewalk and fencing along the rear of double frontage lots.

26. Concrete for all surface improvements including but not limited to; sidewalk, driveway entrances, pedestrian ramps, curb and gutter, water ways, manhole, vault and valve collars, and any other cast in place surface concrete features shall be constructed with minimum 4,500 psi concrete.

27. Culinary Water and Sewer service laterals shall be marked on the top back of curb and lip of curb at their actual location of crossing the curb and gutter. Pins or stamps shall be used and must be installed while the concrete is still wet and will readily accept the marker. Grinding marking due to dry cement is not allowed.

Grantsville City Traffic Notes

1. When a designated "Safe Route To School" is encroached upon by a construction work zone the safe route shall be maintained in a manner acceptable to Grantsville City.

2. If the improvements necessitate the obliteration, temporary obstruction, temporary removal or relocation of any existing traffic pavement marking, such pavement marking shall be restored or replaced with like materials to the satisfaction of the City Engineer, Public Works Director or designee.

3. The street Sign Contractor shall obtain street names and block numbering from the Planning Department prior to construction.

4. The Contractor shall be responsible for providing and installing all permanent signs shown on the plans. Street name signs shall conform in their entirety to current City Standards and the latest Manual of Uniform Traffic Control Devices (MUTCD) manual. All other signs shall be standard size unless otherwise specified on the plans. All sign posts shall be installed in accordance with the current City Standards and the latest Manual of Uniform Traffic Control Devices (MUTCD) manual.

5. All permanent traffic control devices called for hereon shall be in place and in final position prior to allowing any public traffic onto the portions of the road(s) being improved hereunder, regardless of the status of completion of paving or other off-site improvements called for per approved construction drawings unless approved by the City Engineer & Public Works Director.

6. The Contractor shall be responsible for notifying Utah Transit Authority (UTA) if applicable, if the construction interrupts or relocates a bus stop or has an adverse effect on bus service on that street to arrange for temporary relocation of stop.

7. Before any work is started in the right-of-way, the contractor shall install all advance warning signs for the construction zone. The contractor shall install temporary stop signs at all new street encroachments into existing public streets. All construction signing, barricading, and traffic delineation shall conform to the Manual of Uniform Traffic Control Devices (MUTCD) per the current edition adopted by UDOT and be approved by the Grantsville City before construction begins. Traffic control plans shall be submitted as part of the engineering construction package and approved by the Grantsville City Engineer and Public Works Director.

8. All signs larger than 36" X 36" or 1296 square inches per sign pole shall be mounted on a Slip Base system per UDOT standard drawing SN 10B (detail drawing attached to standard drawings) with a "Z" bar backing. Signs of this size are not allowed to be mounted on a yielding pole.

9. Sign components such as sheeting, EC film, inks, letters and borders are all required to be from the same manufacturer. Only EC film may be used to achieve color. Vinyl EC film is not accepted.

10. All new roundabouts, crosswalks, stop bars and legends shall be installed with Paint and Glass Bead.

11. Paving asphalt binder grade shall be PG 58-28 unless otherwise approved by the City Engineer.

Asphalt aggregate size shall be ½ inch for residential and collector roads. No more than 15% RAP (reclaimed asphalt pavement) by weight will be allowed in the asphalt mix design for the paving of public and private streets. Up to the 15 percent will be allowed with no change in the specific binder grade. The asphalt mix design shall have no more than 3½ % air voids.

12. Potholing: All potholes must be saw cut square and have a minimum size of 1 square foot or remove and retain round core. When repairing a pothole, sand or pea gravel meeting Grantsville City standards shall be placed over the exposed utility to a depth of 6 inches. The pothole shall be filled with flow fill, and the round core shall be replaced in the flow fill, with epoxy seal applied around the joint. For larger cuts, following the pea gravel will be flowable fill up to 1 inch below the bottom edge of the existing asphalt. The remaining portion of the hole shall be filled with asphalt, which will have an overall thickness of the existing asphalt plus 1 inch.

13. All fill within the public right of way shall be A-1-a, with the exception of top soil in the park strip for landscaping and trench backfill. Trench backfill material under pavements or surface improvements shall be clean, nonclumping, granular and flowable, 3" minus, A-1-a soils according to AASHTO 145 soil Classification System. Lime treated flowable fills, if approved, shall have a 28-day strength of 65 PSI.

14. All traffic road closures involving 1 or more lanes of traffic must receive prior approval from the City Engineer, Public Works Director or his/her representative. VMS PCMS boards must be placed a minimum of 7 days in advance of any lane closure on collector, minor collector or arterial street. VMS PCMS boards must also be placed in advance of any lane closures on a subdivision street per the City Engineer's direction.

15. Roundabouts, including their ingress and egress, shall be constructed with concrete pavement.

Engineer shall design cross section and submit to the City for review and approval.

Grantsville City Grading Notes

1. In the event that any unforeseen conditions not covered by these notes are encountered during grading operations, the Owner and City Engineer shall be immediately notified for direction.

2. It shall be the responsibility of the Contractor to perform all necessary cuts and fills within the limits of this project and the related off-site work, so as to generate the desired subgrade, finish grades and slopes shown.

3. Contractor shall take full responsibility for all excavation. Adequate shoring shall be designed and provided by the Contractor to prevent undermining of any adjacent features or facilities and/or caving of the excavation.

4. The Contractor is warned that an earthwork balance was not necessarily the intent of this project.

Any additional material required or leftover material following earthwork operations becomes the responsibility of the Contractor.

5. Contractor shall grade the pavement area subgrade to the lines (horizontal) and elevations (vertical) shown on the plans within a tolerance of 0.1 + to 0.1 -.

6. All cut and fill slopes shall be protected until effective erosion control has been established.

7. The Contractor shall obtain all necessary permits for construction water from Grantsville City Engineering and Utilities Department.

8. The Contractor shall maintain the streets, sidewalks and all other public right-of way in a clean, safe and usable condition. All spills of soil, rock or construction debris shall be promptly removed from the publicly owned property during construction and upon completion of the project. All adjacent property, private or public shall be maintained in a clean, safe and usable condition.

9. In the event that any temporary construction item is required that is not shown on these drawings, the Developer agrees to provide and install such item at his own expense and at the direction of the City Engineer. Temporary construction includes ditches, berms, road signs and barricades, etc.

10. All grading work shall conform to the soils report as prepared by the Soils Engineer and approved by the City Engineer, and as shown on these plans.

11. All quality control testing shall be performed by an independent licensed and Certified third-party testing service.

Grantsville City Fire Department Notes

1. On any new home or building installation, accessible fire hydrants shall be installed before combustible construction commences and said fire hydrants shall be in good working order with an adequate water supply.

2. Contractor shall call the Public Works Department and Engineering Department for underground inspection, pressure and flush verification of all fire hydrants and fire lines before back filling.

3. Painting of the curbs and hydrant and any work necessary for protection of hydrants from physical damage shall be approved before being constructed. Hydra-finders will be installed per Grantsville City Standards detail.

4. A flow test must be witnessed by the Fire Department prior to occupancy for verification of required on-site water supply.

5. All on-site fire main materials must be U.L. listed and A.W.W.A. approved.

6. The turning radius for any fire apparatus access road and/or fire lane, public or private, shall be not less than forty-eight feet (48') outside radius equaling 96' or larger and twenty-two feet (22') inside radius and shall be paved.

7. A fire apparatus road shall be required when any portion of an exterior wall of the first story is located more than one-hundred fifty feet (150') from Fire Department vehicle access roads and/or fire lanes, public or private, in excess of one hundred fifty feet (150') in length shall be provided with an approved turn around area. Contractor/Engineer shall follow latest International Fire Code regulations at all times in regards to distance.

8. Access roads shall be marked by placing approved signs at the start of the designated fire lane, one sign at the end of the fire lane and width signs at intervals of one-hundred feet (100') along all designated fire lanes. Signs to be placed on both sides of an access roadway if needed to prevent parking on either side. Signs shall be installed at least 5', measured from the bottom edge of the sign to the near edge of pavement. Where parking or pedestrian movements occur, the clearance to the bottom of the sign shall be at least 7'. The curb along or on the pavement or cement if curb is not present, shall be painted with red weather resistant paint in addition to the signs.

9. Electrically controlled access gates shall be provided with an approved emergency vehicle detector/receiver system. Said system shall be installed in accordance with the Grantsville City F.D.

approval. Gates are only allowed with prior approval.

10. All private underground fire lines that service automatic fire sprinkler systems shall be no smaller than eight (8) inches in diameter and have a Post Indicator Valve (PIV) between the water main and the building. If a PIV isn't feasible due to site constraints, a Water Indicator Valve (WIV) may be used with the approval of the City Engineer or Fire Code Official. For a WIV to be allowed, another valve must be installed on the fire service line back at the connection to the water main, which will be maintained by the City as part of its culinary water system. All fire lines material shall be Ductile Iron. (Ductile Iron from the PIV to the building shall be permitted or Ductile Iron from the main water line to the WIV).

11. Post Indicator Valves (PIV) shall be between 6 and 40 feet from buildings not exceeding three stories or equivalent in height and between 30 and 40 feet on buildings in excess of three or more stories in height or equivalent.

12. Roads and accesses shall be designed and maintained to support the imposed loads of fire apparatus. Surface shall be paved before the application of combustible material.

13. All new buildings equipped with a Fire Department Connection (FDC) must have inlets secured with Knox brand locking FDC cap(s) with a swivel collar. All new buildings are also required to have a Knox brand key lock box mounted on the exterior building, such that Fire Department personnel may gain access in case of an emergency.

Grantsville City Water Notes

1. The following Grantsville City Water Notes are intended for general water standards only and are not all inclusive. The City has included the Culinary Water Design and Construction Standards within the City Construction Standards and Specifications.

2. No work shall begin until the water plans have been released for construction by the Engineering Department. Following water plan approval, forty-eight (48) hour notice shall be given to the Engineering Department and the Public Works Department prior to the start of construction. Notice must be given by 2:00 P.M. the business day prior to an inspection.

3. All work within Grantsville City shall conform to Grantsville City Standards and Specifications, AWWA and APWA.

4. For Residential Developments - The developer shall purchase and install meter boxes and setters according to City Standards on newly developed lots and real property at the time of water main installation.

Water meters will be supplied and installed by the Grantsville Utilities Department (at Developer's expense).

The developer shall also provide the site address, lot number, meter size and pay meter fees prior to building permit approval. The developer should also pay for rental of a hydrant meter, and/or use the Grantsville City Public Water Standpipe located by the Public Works Building.

5. For Commercial and Condominium Developments - The developer shall purchase and install meter boxes and setters according to City Standards. Water meters will be supplied by Grantsville City Public Works Department (at Developer's expense) and installed by Developer.

6. All water facilities shall be filled, disinfected, pressure tested, flushed, filled and a series of Bac-T testing performed by the City shall be obtained prior to commissioning the new water line to the Grantsville City Culinary Water…