8-2-DA27003-26290480 Plans.pdf

CONTACT: E-MAIL:

PHONE: INTERNET:

OWNER

Utah DFCM 43145 South 2700 West, Fl. 3

Taylorsville, UT 84129

801.960.7647

Randy Mellor rmellor@utah.gov http://www.dfcm.utah.gov

CONTACT: E-MAIL:

PHONE: INTERNET:

AGENCY

Utah National Guard 12953 South Minuteman Drive

Draper, UT 84020

801.471.9696

Jonathan Butler jonathan.d.butler21.nfg@army.mil http://www.guard.utah.gov

CONTACT: E-MAIL:

PHONE: INTERNET:

ARCHITECT

Architectural NEXUS, Inc.

2505 East Parleys Way

Salt Lake City, UT 84109

801.924.5000

Stephen Springer sspringer@archnexus.com http://www.archnexus.com

CONTACT: E-MAIL:

PHONE: INTERNET:

MECHANICAL ENGINEER

Colvin Engineering 505 East South Temple, Suite 100

Salt Lake City, UT 84102

801.505.5417

Mike Dallon mike.dallon@lynkengineers.com http://www.cea-ut.com

CONTACT: E-MAIL:

PHONE: INTERNET:

ELECTRICAL ENGINEER

Colvin Engineering 505 East South Temple, Suite 100

Salt Lake City, UT 84102

801.698.2875

Tyler Squire tyler.squire@lynkengineers.com http://www.cea-ut.com

NEXUS PROJECT #: DFCM PROJECT #: 26290480

VICINITY MAP

PROJECT

LOCATION

PROJECT DESCRIPTION:

DFCM APPROVAL

UTAH NATIONAL GUARD

CAMP WILLIAMS

WASH RACK

17800 S REDWOOD RD

(AT CORNER OF MAINTENANCE AVE. & SUPPLY ST.)

BLUFFDALE, UTAH 84065

PERMIT SET

06.18.2026

25061

The UTNG Camp Williams Wash Rack project includes the construction of a new vehicle wash facility located at Camp Williams in Bluffdale, Utah. The project consists of a covered, open pre-engineered metal building (PEMB) structure housing two pull-through wash bays designed to accommodate military and support vehicles. Each wash bay will be equipped with integrated drainage systems connected to settling basins for the collection and treatment of wash water. The facility will also include mechanical systems to condition the wash bays and mitigate freezing conditions during winter operations.

The scope of work further includes associated site development and infrastructure improvements necessary to support the facility, including grading, paving, utilities, storm drainage, erosion control, and tie-ins to existing systems. Work also encompasses foundations, structural systems, plumbing, mechanical, and electrical installations, along with all appurtenant components required for a complete and operational wash rack facility in accordance with the contract documents.

CONTACT: E-MAIL:

PHONE: INTERNET:

STRUCTURAL ENGINEER

Structural Design Studio 2225 East Murray Hollady Rd., Suite 100

Salt Lake City, UT 84117

801.274.3950

Jake Merkley jake@structuralds.com http://www.structuralds.com

CONTACT: E-MAIL:

PHONE: INTERNET:

CIVIL ENGINEER

Ensign Engineering 45 West 10000 South, Ste 500

Sandy, UT 84070

801.255.0529

Koby Morgan kmorgan@ensignutah.com https://www.ensignutah.com

SEE GI101

DESIGN CRITERIA

APPLICABLE CODES

DEFERRED SUBMITTALS

PRE-ENGINEERED METAL BUILDING (PEMB)

METAL CATWALK AND STAIRS

SEISMIC RESTRAINTS

HIGH PRESSURE WASH AND BLOW DOWN SYSTEM

DUPLEX SUMP PUMP SYSTEM (ABI 2)

BID PACKAGE GENERAL NOTES

A. THIS BID PACKAGE SHALL BE BID IN ITS ENTIRETY. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS,

TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS

BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE

AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR

IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.

B. AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK OF ALL

SUB-CONTRACTORS, TRADES AND SUPPLIERS, THE CONTRACTOR SHALL ENDEAVOR

TO IDENTIFY AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS

BETWEEN THE WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS

TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED

WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY

THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT.

C. IN CASE OF ANY DISCREPANCY WITHIN THE CONTRACT DOCUMENTS, THE MOST

STRINGENT REQUIREMENT OR MOST COSTLY OPTION SHALL APPLY, UNLESS

CLARIFICATION IS SOUGHT IN WRITING AND RECEIVED FROM THE ARCHITECT PRIOR

TO BIDDING. THE CONTRACTOR SHALL BRING ANY KNOWN DISCREPANCIES TO THE

ATTENTION OF THE ARCHITECT AS SOON AS POSSIBLE, AND IN ANY EVENT, PRIOR TO

COMMENCING AFFECTED WORK.

D. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS

BETWEEN VENDOR DRAWINGS AND THE CONTRACT DOCUMENTS. THE LATEST

VENDOR DRAWINGS SHALL GOVERN AND BE VERIFIED WITH THE OWNER AND THE

ARCHITECT.

E. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE IN ESTABLISHING AND

COORDINATING THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSED

ELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS

ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES. QUANTITIES ARE TO

BE PROVIDED AS SHOWN ON DRAWINGS OF OTHER DISCIPLINES, BUT LOCATIONS

SHOWN ON OTHER DRAWINGS ARE SUBJECT TO COORDINATION WITH THE

ARCHITECTURAL DRAWINGS WHERE SUCH ITEMS ARE SHOWN, UNLESS OTHERWISE

NOTED ON THE ARCHITECTURAL DRAWINGS.

F. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK AT THE APPROXIMATE

LOCATION SHOWN, DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. NOT

ALL ELEMENTS OF THE DRAWINGS MAY BE DRAWN TO EXACT SCALE. ALL REQUIRED

DIMENSIONS ARE SHOWN OR MAY BE DERIVED FROM THOSE SHOWN ON THE

DRAWINGS, SCHEDULES AND SPECIFICATIONS. IF DIMENSIONS ARE NOT PRESENT, THE

ARCHITECT IS TO BE NOTIFIED SO THAT A CLARIFICATION CAN BE ISSUED. DIMENSIONS

ARE TO BE COORDINATED WITH ALL DISCIPLINES, VENDORS AND OWNER-FURNISHED

EQUIPMENT, FURNITURE AND DEVICES TO ASSURE PROPER PLACEMENT AND

WARRANTY REQUIREMENTS.

G. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND

REGULATIONS. SEE THE GI-SERIES SHEETS FOR PARTIAL REGULATORY INFORMATION,

INCLUDING CODE COMPLIANCE TABLES, RATED ASSEMBLY TYPES AND TYPICAL

ACCESSIBILITY CLEARANCE AND COMPLIANCE REQUIREMENTS.

H. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR

COMPATIBILITY WITH NEW CONSTRUCTION, AND COORDINATE ANY DISCREPANCIES

WITH THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

APPROVALS

Jonathan D. Butler, CFMO Manager Date

801.274.3950 :: structuralds.com

LANOISSEF

O

R P

ENG I N

E

E R

JACOB L.

MERKLEY

7937030

OETATS

F UTAH

06/18/2026

No.

8182456

TYLER

SQUIRE

L

IC

E N

S E D

PROFESS IONAL

E N G

I N E

E R

STATE OF UTAH

06/18/2026

P R

O

FESS IONA L ENG

IN

E

E R

S

T A T E O F UT A

H

No. 318584-2202

Michael E. Dallon

06/18/2026

MATCH LINE

A1 / Axxx

MATCH LINE TAG

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED

NEW WALL

BREAK LINE

CENTER LINE SYMBOL

0' x' y' z'

REVISION DESIGNATION

ELEVATION SYMBOL

REVISION NUMBER

ELEVATION ABOVE DATUM

ELEVATION DESCRIPTION

DRAWING SYMBOL LEGEND

CASEWORK TYPE DESIGNATION

CDS NUMBER (M DENOTES

MODIFICATION - SEE SHEET

A551 FOR MODIFIED MILLWORK

ELEVATIONS AND DETAILS)

AWS STANDARD CDS NUMBERING SYSTEM

WIDTH

HEIGHT DEPTH

NORTH ARROW

PLAN NORTH

GRAPHIC SCALES

ROUND BREAK LINE

REVISION CLOUD

SLOPE INDICATION

##" / 12"

DETAIL REFERENCE

A2 A401

A1

A3

INTERIOR ELEVATIONS

DETAIL NUMBER

SHEET NUMBER

A1 A501

DETAIL REFERENCE

DETAIL NUMBER

SHEET NUMBER

A1 A201

EXTERIOR ELEVATION REFERENCE

SHEET NUMBER

DETAIL NUMBER

A1 A302

WALL SECTION REFERENCE

SHEET NUMBER

DETAIL NUMBER

A1 A301

BUILDING SECTION REFERENCE

DETAIL NUMBER

SHEET NUMBER

ROOM DESIGNATION (FLOOR PLAN)

ROOM NUMBER

ROOM NAME

A1 A301

DETAIL NUMBER

SHEET NUMBER

ROOM DESIGNATION (REFLECTED

CEILING PLAN)

CEILING HEIGHT ABOVE FINISH FLOOR

ROOM NUMBER

GLASS TYPE DESIGNATION

KEYED NOTE DESIGNATION

ASSEMBLY TYPE DESIGNATION

EQUIPMENT DESIGNATION

WINDOW DESIGNATION

DOOR DESIGNATION

GLASS TYPE

EQUIPMENT NAME

KEY NOTE NUMBER

WINDOW TYPE

DOOR NUMBER

ASSEMBLY TYPE (FLOOR, WALL, CEILING, ROOF)

MATERIAL TYPE DESIGNATION

FINISH TYPE

SEE AI601 FINISH LEGEND

RISE

RUN

TRUE NORTH

CL

DETAIL / SHEET NUMBER

Room Name

EQUIPMENT MARK#####

DESCRIPTION

100'-0"

T.O. WALL

###M #W

#H

#D

MODIFICATION DESCRIPTION

xx" = 1'-0" GRAPHIC SCALE

A1 A301

12"

LIST OF ABBREVIATIONS

THE PRECEDING LIST OF ABBREVIATIONS

IS PRESENTED AS A GENERAL GUIDE AND

DOES NOT NECESSARILY SHOW ALL

ABBREVIATIONS USED. OTHER

GENERALLY ACCEPTED ABBREVIATIONS

MAY BE FOUND AMONG THE DRAWINGS -

SOME ABBREVIATIONS SHOWN ABOVE

MAY NOT BE USED WITHIN THIS DRAWING

SET.

A

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

APC ACOUSTICAL PANEL CEILING

AD AREA DRAIN

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ANOD ANODIZED

ARCH ARCHITECT

@ AT

B

BD BOARD

BLDG BUILDING

BO BOTTOM OF

C

C CELSIUS

CH COAT HOOK

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CG CORNER GUARD

CI CONTINUOUS INSULATION

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CT CERAMIC TILE

CTJ CONSTRUCTION JOINT

D

D DEEP

DEG DEGREE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DWGS DRAWINGS

E

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EOS EDGE OF SLAB

ERD EXISTING ROOF DRAIN

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

F

F FAHRENHEIT

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FDC FIRE DEPARTMENT CONNECTION

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FE FINISHED EDGE

FG FINISH GRADE

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FND FOUNDATION

FO FINISHED OPENING

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FRG FIBER REINFORCED GYPSUM

FSP FIRE STANDPIPE

FT FEET

FV FIELD VERIFY

G

GA GAUGE

GALV GALVANIZED

GFRC GLASS-FIBER-REINFORCED

CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H HIGH

HB HOSE BIBB

HDR HEADER

HM HOLLOW METAL

HR HOUR

HT HEIGHT

I

ID INSIDE DIAMETER; INSIDE DIMENSION

IN INCH

INFO INFORMATION

INT INTERIOR

J

JAN JANITOR

K (NOT USED)

L

LAB LABORATORY

LAV LAVATORY

LBS POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

M

MACH RM MACHINE ROOM

MAX MAXIMUM

MFR MANUFACTURER

MECH MECHANICAL

MEZZ MEZZANINE

MIN MINIMUM

MO MASONRY OPENING

N

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER;

OUTSIDE DIMENSION

OFD OVERFLOW DRAIN

OH DR OVERHEAD DOOR

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OPH OPPOSITE HAND

OPP OPPOSITE

OFOI OWNER FURNISHED, OWNER INSTALLED

ORIG ORIGINAL

P

P LAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PR PAIR

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

Q

QT QUARRY TILE

R

R RISER

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIDGERATOR

REQD REQUIRED

REV REVISION

RH RELATIVE HUMIDITY

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

RWL RAIN WATER LEADER

S

S SMOKE DETECTOR

SAM SELF ADHESIVE MEMBRANE

SCHED SCHEDULE

SECT SECTION

SIM SIMILAR

SPEC SPECIFICATION

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

T

T TREAD

TEL TELEPHONE

TEMP TEMPORARY

THK THICK

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB; TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

TO TOP OF

U

UL UNDERWRITER'S LABORATORIES

UNO UNLESS NOTED OTHERWISE

V

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W

W/ WITH

W/O WITHOUT

WD WOOD

WH WALL HYDRANT

WP WORKING POINT

WRB WEATHER RESISTIVE BARRIER

X,Y,Z (NOT USED)

CAST-IN-PLACE CONCRETE

CONCRETE MASONRY UNIT

PRECAST CONCRETE / GLASS FIBER

REINFORCED CONCRETE (GFRC)

BRICK VENEER

RIGID INSULATION

BATT INSULATION

CONTINUOUS MATERIAL

NON CONTINUOUS MATERIAL

(BLOCKING)

GYPSUM BOARD

PLYWOOD

UNDISTURBED EARTH

GRAVEL

HATCH LEGEND

NOTE: HATCHING ANGLES MAY VARY DUE TO ANGLE OF WALL DRAWN, WHILE HATCHING PATTERN REMAINS SIMILAR.

BACKFILL OR FILL

EXTERIOR SHEATHING

RECEPTACLE

OUTLET

UNOBSTRUCTED

THERMOSTAT

UNOBSTRUCTED

SWITCH

RECEPTACLES AND SWITCH MOUNTING HEIGHTS

UNOBSTRUCTED FIRE

ALARM PULL BOX

"M

IN

.36

"M

IN

"M

AX

"M

AX

FIRE EXTINGUISHER

A. DETAILS AND DIAGRAMS ON THIS SHEET ARE

PROVIDED AS A MINIMUM DEMONSTRATION OF

ACCESSIBILITY REQUIREMENTS BASED ON THE 2009

ICC / ANSI A117.1 STANDARDS. SEE THE

AFOREMENTIONED STANDARD FOR A

COMPREHENSIVE COLLECTION OF DETAILS AND

BUILDING BLOCKS. SEE PROJECT SPECIFIC DETAILS

FOR ADDITIONAL INFORMATION. VERIFY WITH

ARCHITECT ANY DIFFERENCES OR DISCREPANCIES

BEFORE PROCEEDING WITH CONSTRUCTION.

B. PROVIDE BACKING / SUPPORT FOR ALL MOUNTED

FIXTURES, AND/OR EQUIPMENT. COORDINATE WITH

FLOOR PLANS, AND INTERIOR ELEVATIONS. REFER TO

MANUFACTURER'S RECOMMENDATIONS WHERE

APPLICABLE.

C. DO NOT SCALE DRAWINGS.

GENERAL NOTES - ACCESSIBILITY

T

CR H IT

E

A

IC

E

L

NS E D

C

O UT

HS

TE

TA

F

A

DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

DFCM APPROVAL

123456

E

D

C

B

A

Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

D F

C M

P R

O J E

C T

N O

06-18-26

STEPHEN M.

No. 7655609-0301

SPRINGER

/1

/2

:1

:3

P M

A u to d e sk

D o c s:

U T

N G

C W

W a sh R a c k _r

/A R

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_2

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G C

W W a sh

R a c k

_2

.r v t

GENERAL

INFORMATION

AN

S R

E D

W O

O D

R D

(A T

C O

R N

E R

O F

M A

IN

T

E N

A N

C E

A V

E

S

U P

P L

Y S

T

B L

U F

F D

A L

E U

T A

H

U T

A H

N A

T

IO

N A

L G

U A

R D

25061

06.18.2026

PERMIT SET

GI001

AN

C A

M P

W

IL

L

IA

M S

W A

S H

R A

C K

3/8" = 1'-0"GI001

A6 MISC. MOUNTING HEIGHTS

GENERAL:

GI000 COVER SHEET

GI001 GENERAL INFORMATION

GI101 CODE ANALYSIS

GI102 SPECIAL INSPECTIONS & TESTING

GI501 ASSEMBLY TYPES

CIVIL/SITE:

C001 GENERAL NOTES

C002 GENERAL NOTES

C100 DEMOLITION PLAN

C200 SITE PLAN

C300 GRADING PLAN

C301 DRAINAGE PLAN

C400 UTILITY PLAN

C401 SANITARY SEWER UTILITY PLAN

C500 EROSION CONTROL PLAN

C600 DETAILS

C601 DETAILS

C602 DETAILS

C603 PUMP DETAILS

C604 PUMP DETAILS

AS101 ARCHITECTURAL SITE PLAN

STRUCTURAL:

S001 GENERAL STRUCTURAL NOTES

S002 GENERAL STRUCTURAL NOTES

S101 FOOTING + FOUNDATION PLAN

S121 ROOF FRAMING PLAN

S301 STRUCTURAL SCHEDULES

S302 STRUCTURAL SCHEDULES

S501 STRUCTURAL DETAILS

S521 STRUCTURAL DETAILS

ARCHITECTURAL:

AC101 LEVEL 01 OVERALL SLAB CONTROL PLAN

AE101 LEVEL 01 OVERALL FLOOR PLAN & AXON

AE121 LEVEL 01 OVERAL RCP & ROOF PLAN

AE201 BUILDING ELEVATIONS & SECTIONS

AE501 ARCHITECTURAL PLAN DETAILS

AE601 DOOR SCHEDULE AND DETAILS

MECHANICAL:

M001 MECHANICAL LEGEND, SYMBOLS & ABBREVIATIONS

MH101 LEVEL 1 MECHANICAL PLANS BASE & ABI 2

MH501 MECHANICAL DETAILS

MH601 MECHANICAL SCHEDULES

MP101 LEVEL 1 PIPING PLANS BASE & ABI 1

PLUMBING:

P001 PLUMBING LEGEND, SYMBOLS, ABBREVIATIONS, & SCHEDULES

PL101 UNDERGROUND & LEVEL 1 PLUMBING PLANS BASE & ABI 2

PL501 PLUMBING DETAILS ANS SCHEDULES

ELECTRICAL:

E-001 ELECTRICAL LEGEND, SYMBOLS & ABBREVIATIONS

ED100 ELECTRICAL DEMO SITE

ES100 ELECTRICAL SITE

EP101 LEVEL 1 POWER PLANS BASE & ABI 2

EL101 LEVEL 1 LIGHTING PLANS BASE & ABI 2

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

E-701 ELECTRICAL ONE-LINES

SHEET INDEX

# Date Revision

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

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

d) Unlimited Area Building: Yes ______ No ______ Code Section: ______ a a

3) Three Story: A (3)______

2) Two Story: A (2)______

1) One Story: ______

c) Total Allowable Area for:

1_< Allowable Area

Actual Area

b) Sum of the Ratio Calculations for Mixed Occupancies:

a)

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:

e) Drinking Fountains: ______ Service Sinks: ______

d) Bath Tubs or Showers: ______

c) 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: ______

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 ______

Guildelines

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

A. Occupancy and Group: ________ ________ ________ ________ ________

International Fuel Gas Code

Type of Sprinkler System (IBC 903.3.1)__________________

0.25I =f F P 30W

b) Urinals - Required (m) ______ (f) ______ Provided (m) ______ (f) _____

(table 503): ____________________________________________

CODE ANALYSIS

APPLICABLE CODES

Year Year

528 SF

PUMP HOUSE

5809 SF

WASH RACK

EXIT ACCESS TRAVEL DISTANCE PER

TABLE 1017.2, WITHOUT SPRINKLERS:

OCCUPANCY

MAX. TRAVEL

DISTANCE

UTILITY / MISC. SERVICES (U) 300'

TRAVEL DISTANCE

COMMON PATH OF TRAVEL

COMMON PATH OF TRAVEL DISTANCE PER

TABLE 1006.2.1, WITHOUT SPRINKLERS:

OCCUPANCY

MAX. TRAVEL

DISTANCE

UTILITY / MISC. SERVICES 75'

PATH OF TRAVEL

EGRESS

NUMBER OF OCCUPANTS PER

EXIT/EGRESS PATH

OCCUPANCY TAG

ROOM NAME

Name

000 SF

A-3 000

ROOM AREA

OCCUPANCY TYPE

OCCUPANCY LOAD FACTOR

PER TABLE 1004.5 / 1004.6

OCCUPANT LOAD

FIRE EXTINGUISHERS

COORDINATE TYPE AND LOCATION

WITH LOCAL FIRE MARSHALL

FE

FIRE EXTINGUISHER; CLASS A-B-C

FEC

FIRE EXTINGUISHER CABINET; CLASS A-B-C

(UTNG CW WASH RACK)

ICC/ANSI A117.1-2009

N/A

X X

N/A

D 105

NO

WASH RACK: 13,872 SF | PUMP HOUSE: 11,858 SF

N/A

N/A

NO NO

X

Utah Amendments, Title 15A Current

0 0 0 0

N/A

OTHER CRITERIA

DFCM DESIGN CRITERIA AND GUIDELINES AND GENERAL CONDITIONS

NOTE: THESE DRAWINGS COMPLY WILL ALL THE REQUIREMENTS OF THE DFCM DESIGN CRITERIA AND GUIDELINES

NOTE: THESE DRAWINGS COMPLY WITH THE UTNG CONSTRUCTION GUIDELINES

NO

U

1 25'-0"

N/A N/A

N/A

N/A

N/A N/A N/A

N/A

N/A

WASH RACK: 5,809 SF | PUMP HOUSE: 528 SF

8,500 SF

(table 506.2)

WASH RACK

Aa = 8,500 + (8,500 x .632) Aa = 13,872 SF

WASH RACK

lf = [269 / 305 - 0.25] (30/30) lf = 0.632

Aa = At + (NS x lf)

PUMP HOUSE

lf = [65.3 / 101.3 - 0.25] (30/30) lf = 0.395

PUMP HOUSE

Aa = 8,500 + (8,500 x .395) Aa = 11,858 SF

A. SEE WALL TYPES ON FLOOR PLANS AND RATED WALL

ASSEMBLIES IN GI500s SHEET SERIES FOR SPECIFIC

WALL CONSTRUCTION TO ACHIEVE THE RATINGS

SHOWN ON THIS PLAN.

GENERAL NOTES - REGULATORY PLANS

NONSTRUCTURAL COMPONENT CHECKLIST

ITEM DESCRIPTION

ON CONSTR.

DOCUMENTS

DEFERRED

SUBMITTAL COMMENTS

ARCHITECTURAL COMPONENTS:

NONE

MEP COMPONENTS:

MECHANICAL EQUIPMENT (I.E. HVAC, FANS,

AIR HANDLERS, BOILERS, FURNACES, TANKS,

CHILLERS, WATER HEATERS, HEAT

EXCHANGERS, EVAPORATORS, ENGINES,

TURBINES, PUMPS, COMPRESSORS, MFR

EQUIPMENT, ETC.)

ELECTRICAL EQUIPMENT (I.E. GENERATORS,

BATTERIES, INVERTERS, TRANSFORMERS, MCC,

PANEL BOARDS, SWITCH GEAR, CABINETS,

ETC.)

LIGHTING FIXTURES

PIPING & CONDUIT SYSTEMS

NOTES:

1. Deferred submittals for seismic restraint of nonstructural components must be submitted to the DFCM Building Official a minimum of two weeks prior to the planned installation in order to allow for plan review and forwarding to inspectors. In the event that the submittal is deficient additional time may become necessary.

2. When seismic restraint of non-structural components is installed prior to receiving DFCM approval it shall not be covered or concealed until receiving both plan review and inspection approval. Further, installers are proceeding at their own risk until plan review and inspection approval occurs.

3. The requirements for seismic restraint of nonstructural components cannot be satisfied by a general reference to Design Manuals.

The design professional may utilize these manuals as a basis of their design, but must provide all supporting documentation to ensure that the design conforms to the requirements of ASCE 7-05, Chapter 13.

4. Submittals must include details of the proposed seismic restraint of nonstructural components. These details must show specific information relating to the materials, type, size, and locations of anchorages; materials used for bracing; attachment requirements of bracing to structure and component; and locations of transverse and longitudinal sway bracing and rod stiffeners. Submittals may also require structural calculations, engineering reports, test data, and/or specifications to ensure code compliance.

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DFCM APPROVAL

123456

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Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

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CODE ANALYSIS

CG

S R

E D

W O

O D

R D

(A T

C O

R N

E R

O F

M A

IN

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E N

A N

C E

A V

E

S

U P

P L

Y S

T

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F D

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U T

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N A

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U A

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25061

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PERMIT SET

GI101

SS

C A

M P

W

IL

L

IA

M S

W A

S H

R A

C K

1/8" = 1'-0"GI101

A6 LEVEL 01 - AREA PLAN

EGRESS PATH LENGTHS

PATH #

COMMON PATH

OF TRAVEL

LONGEST PATH

OF TRAVEL

TAG DESCRIPTION #

FE CLASS A-B-C; SURFACE MOUNT 1

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NEXUS PROJ. #:

DFCM APPROVAL

123456

E

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A

Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

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06-18-26

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No. 7655609-0301

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SPECIAL

INSPECTIONS &

TESTING

CG

S R

E D

W O

O D

R D

(A T

C O

R N

E R

O F

M A

IN

T

E N

A N

C E

A V

E

S

U P

P L

Y S

T

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U F

F D

A L

E U

T A

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U T

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25061

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PERMIT SET

GI102

SS

C A

M P

W

IL

L

IA

M S

W A

S H

R A

C K

A. WALL HEIGHT: ALL NEW INTERIOR WALL ASSEMBLIES ARE

CONTINUOUS TO BOTTOM OF DECK UNLESS NOTED OTHERWISE.

REFER TO THE LEGENDS ON THIS SHEET AND COORDINATE WITH

PLANS.

B. BACKING / SUPPORT: WALL TYPES DESCRIBED ON THIS SHEET DO

NOT ACCOUNT FOR REQUIRED BACKING. CONTRACTOR TO

PROVIDE BACKING / SUPPORT FOR ALL MOUNTED FIXTURES,

EQUIPMENT, ETC. REFER TO MANUFACTURER'S

RECOMMENDATIONS WHERE APPLICABLE.

C. STRUCTURAL SHEATHING: REFER TO STRUCTURAL DRAWINGS FOR

STRUCTURAL SHEATHING REQUIREMENTS AND ATTACHMENTS.

D. SEISMIC BRACING: PROVIDE SEISMIC BRACING AT ALL WALL TYPES

THAT DO NOT EXTEND TO DECK.

E. PENETRATIONS: PENETRATIONS SHALL HAVE A FINISHED

APPEARANCE WITH APPROPRIATE TRIMS AND ESCUTCHEONS.

F. LISTED ASSEMBLIES: RATED ASSEMBLIES PROVIDED PER G500s

SHEET SERIES.

G. INFORMATION IN THE LEGENDS BELOW IS FOR REFERENCE ONLY

AND DOES NOT OVERRIDE THE CONTENTS OF THE DETAILS ON THIS

SHEET.

H. DO NOT SCALE DRAWINGS.

GENERAL NOTES -

WALL TYPE ASSEMBLIES

XS#1.1

PREFIX: 'X' FOR EXTERIOR CORE WALL

CONSTRUCTION TYPE (SEE BELOW)

STRUCTURE THICKNESS (TO NEAREST No.)

FIRE RATING (AS NEEDED, SEE BELOW)

EXTERIOR WALL TAG LEGEND

CONSTRUCTION TYPES

CONCRETE C

MASONRY M

STEEL STUDS S

C-H (SHAFTWALL) STUD H

WOOD STUDS W

TOP OF WALL MODIFIERS

(U) = UNDERSIDE / BOTTOM OF CEILING

WALL EXTENDS TO UNDERSIDE OF

CEILING. TERMINATE WITH "J" MOULD AT

GYP. BOARD WALLS.

EXAMPLE

LINE OF STRUCTURE ABV. TYP.

CEILING, TYP.

SUBSTRATE, TYP.

FIRE RATING

1 HOUR 1

2 HOUR 2

3 HOUR 3

4 HOUR 4

NO RATING NOT SHOWN

TYPE (AS NEEDED)

(C) = 6" ABOVE CEILING

WALLS WILL TERMINATE AT 6" ABOVE THE HIGHEST

ADJOINING CEILING (UNLESS OTHERWISE NOTED)

OR 1 FULL COURSE ABOVE FOR MASONRY WALLS.

(H) = PARTIAL HEIGHT

REFER TO DRAWINGS FOR TOP OF

WALL ELEVATION

(S) = ONE SUBSTRATE TO STRUCTURE

SUBSTRATE BOARD WILL TERMINATE TO BOTTOM

OF DECK ON ONE SIDE AND THE OTHER SIDE SHALL

TERMINATE AT 6" ABOVE ADJOINING CEILING

(UNLESS OTHERWISE NOTED). TERMINATE 1 FULL

COURSE ABOVE FOR MASONRY WALLS.

(N) = NO SUBSTRATES TO STRUCTURE

SUBSTRATE BOARDS WILL TERMINATE AT 6" ABOVE

ADJOINING CEILING (UNLESS OTHERWISE NOTED)

OR 1 FULL COURSE ABOVE FOR MASONRY WALLS.

BRACING, TYP.

DETAILS PROVIDED PER A700s SHEET SERIES.

STUDS, TYP.

6" A

BV

6"

A

BV

6" A

BV

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

C# N/A N/A N/A N/A

CAST-IN-PLACE CONCRETE WALL;

COORDINATE WITH STRUCTURAL

FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

WALL TYPE:

M8 N/A N/A N/A N/A

CONCRETE MASONRY UNIT. SEE

STRUCTURAL FOR SIZE

C8 = 8" C12 = 12" C24 = 24"

FLOOR TYPE: FIRE RATING:

FIRE TEST:

SOUND RATING: TEST:

N/A

N/A

N/A N/AFG#

CAST-IN-PLACE CONCRETE;

COORDINATE WITH STRUCTURAL

COMPACTED GRAVEL SUB-BASE

VA

R

IE

S

AND/OR CIVL

FG5 = 5"

FG8 = 8"

FG8.5 = 8.5"

ROOF TYPE:

FIRE RATING:

SOUND RATING: TEST:RS3 N/A

N/A N/A

ROOF TYPE:

FIRE RATING:

SOUND RATING: TEST:RS2 N/A

N/A N/A

STANDING SEAM METAL ROOF.

COLOR: COLONIAL RED

PEMB MAIN FRAME

PEMB PERLIN

STANDING SEAM METAL ROOF.

COLOR: COLONIAL RED

SELF ADHERED HIGH-TEMP ICE &

WATER SHIELD

1/2" COVER BOARD

METAL DECK; COORDINATE WITH

STRUCTURAL

STEEL BEAM. COORDINATE WITH

STRUCTURAL

A. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL DECKING

REQUIREMENTS AND ATTACHMENTS.

B. INFORMATION SUPPLIED ON THIS SHEET IS SUPPLIED AS A BASE

CASE AND IS SUPERCEDED BY LOCATION SPECIFIC DETAIL

DRAWINGS.

C. ALL FIRE RATED ASSEMBLIES TO BE CONTINUOUS; FIRE CAULK

AND/OR FIRE SAFING TO BE PROVIDED AT ALL ASSEMBLY

TERMINATIONS.

D. ALL EXPOSED INTERIOR CONCRETE IS TO BE SEALED UNLESS

NOTED OTHERWISE.

E. INFORMATION IN THE LEGEND BELOW IS FOR REFERENCE ONLY

AND DOES NOT OVERRIDE THE CONTENTS OF THE DETAILS ON

THIS SHEET.

F. DO NOT SCALE DRAWINGS.

GENERAL NOTES -

HORIZONTAL ASSEMBLIES

RC#1.1

PREFIX: 'R' FOR ROOF

CONSTRUCTION TYPE (SEE BELOW)

STRUCTURE THICKNESS (TO NEAREST No.)

FIRE RATING (AS NEEDED, SEE BELOW)

ROOF TAG LEGEND

CONSTRUCTION TYPES

COMPOSITE CONC. C

STEEL DECK S

WOOD JOIST / TRUSS W

POST-TENSIONED CONC. P

CONC. WAFFLE SLAB F

FIRE RATING

TYPE (AS NEEDED)

FC#2.1

PREFIX: 'F' FOR FLOOR

CONSTRUCTION TYPE (SEE BELOW)

STRUCTURE THICKNESS (TO NEAREST No.)

FIRE RATING (AS NEEDED, SEE BELOW)

FLOOR TAG LEGEND

CONSTRUCTION TYPES

CONCRETE C

CONCRETE, S.O.G G

CONCRETE PAD P

STEEL JOIST / TRUSS S

WOOD JOIST / TRUSS W

METAL DECK W/ SUBSTRATE D

FIRE RATING

TYPE (AS NEEDED)

1 HOUR 1

2 HOUR 2

3 HOUR 3

4 HOUR 4

NO RATING NOT SHOWN

1 HOUR 1

2 HOUR 2

3 HOUR 3

4 HOUR 4

NO RATING NOT SHOWN

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DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

DFCM APPROVAL

123456

E

D

C

B

A

Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

D F

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06-18-26

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No. 7655609-0301

SPRINGER

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ASSEMBLY

TYPES

CG

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(A T

C O

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M A

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25061

06.18.2026

PERMIT SET

GI501

SS

C A

M P

W

IL

L

IA

M S

W A

S H

R A

C

DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

DFCM APPROVAL

123456

E

D

C

B

A

Architectural NEXUS, Inc.

2505 East Parleys Way Salt Lake City, Utah 84109 T 801.924.5000 http://www.archnexus.com

Original drawings remain the property of the Architect and as such the Architect retains total ownership and control. The design represented by these drawings is sold to the client for a one time use, unless otherwise agreed upon in writing by the Architect.

© ARCH NEXUS All Rights Reserved

D

FC

M P

R O

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C

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O . 2

DATE:

DRAWN BY:

CHECKED BY:

NEXUS PROJ. #:

BP

25061

06.18.2026

KM

# Date Revision

BENCHMARK

SURVEY MONUMENT IN CAMP WILLIAMS

ENTRANCE ROAD, SECTION 34, TOWNSHIP 4

SOUTH, RANGE 1 WEST,

SALT LAKE BASE AND MERIDIAN

BENCHMARK ELEVATION = 4833.50

WWW.ENSIGNENG.COM

SANDY

45 W 10000 S, Suite 500 Sandy, UT 84070 Phone: 801.255.0529

LAYTON

Phone: 801.547.1100

TOOELE

Phone: 435.843.3590

CEDAR CITY

Phone: 435.865.1453

RICHFIELD

Phone: 435.896.2983

ENSIGN PROJECT #14497

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.

Know what'sbelow.

before you dig.Call

R

S

R

ED

W O

O D

R D

(A T

C O

R N

ER

O

F M

A

IN

TE

N

A N

C E

A

VE

S

U

PP

LY

S

T.

B

LU

FF

D

A

LE

, U

TA

H

PERMIT SET

U

TA

H N

A

TI

O N

A L

G U

A R

D

C A

M P

W

IL

LI

A

M S

W A

SH

R

A C

K

GENERAL

NOTES

C001

ABBREVIATIONS

NOTE: MAY CONTAIN ABBREVIATIONS THAT ARE NOT USED IN THIS PLAN SET.

1. ALL CONSTRUCTION MUST STRICTLY FOLLOW THE STANDARDS AND SPECIFICATIONS SET FORTH BY: DFCM, UNIFIED FACILITIES CRITERIA (UFC), 2018 IBC, 2020 NEC, ANSI, THE DESIGN ENGINEER, UTNG CONSTRUCTION GUIDELINES, APWA, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.). THE ORDER LISTED ABOVE IS ARRANGED BY SENIORITY. THE LATEST EDITION OF ALL STANDARDS AND SPECIFICATIONS MUST BE ADHERED TO. IF A CONSTRUCTION PRACTICE IS NOT SPECIFIED BY ANY OF THE

LISTED SOURCES, CONTRACTOR MUST CONTACT DESIGN ENGINEER FOR DIRECTION.

2. CONTRACTOR TO STRICTLY FOLLOW THE MOST CURRENT COPY OF THE SOILS REPORT FOR THIS PROJECT. ALL GRADING INCLUDING BUT NOT LIMITED TO CUT, FILL, COMPACTION, ASPHALT SECTION, SUBBASE, TRENCH EXCAVATION/BACKFILL, SITE

GRUBBING, AND FOOTINGS MUST BE COORDINATED DIRECTLY WITH SOILS REPORT.

3. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING, AND BRING UP ANY QUESTIONS BEFORE SUBMITTING BID.

4. CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE CITY, STATE, OR COUNTY REGULATIONS FOR

WORKING IN THE PUBLIC WAY.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY STANDARDS. WET DOWN DRY

MATERIALS AND RUBBISH TO PREVENT BLOWING.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACE IMPROVEMENTS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF OR DAMAGE TO EXISTING UTILITIES.

8. THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL MATERIALS TO COMPLETE THE PROJECT.

9. UNLESS OTHERWISE NOTED, ALL ON-GRADE CONCRETE WILL BE PLACED ON A MINIMUM 4" GRAVEL BASE OVER A WELL COMPACTED

(95 % DENSITY PER ASTM D-1557) SUB GRADE.

10. ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED, OR BROOMED. ANY "PLASTERING" OF NEW CONCRETE WILL BE

DONE WHILE IT IS STILL "GREEN".

11. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

12. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. CONTRACTOR SHALL START

INSTALLATION AT LOW POINT OF ALL NEW GRAVITY UTILITY LINES.

13. ALL DIMENSIONS, GRADES, AND UTILITY DESIGN SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCH

NOTIFICATION HAS NOT BEEN GIVEN.

14. NO CHANGE IN DESIGN LOCATION OR GRADE WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THE

PROJECT ENGINEER.

15. NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND MONUMENT REFERENCE MARKS WITHIN THE PROJECT SITE. CONTACT THE CITY OR COUNTY SURVEYOR FOR MONUMENT LOCATIONS AND

CONSTRUCTION DETAILS.

17. EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEY AND/OR UTILITY MAPPING PROVIDED TO THE ENGINEER, AND THEREFORE UTILITIES MAY NOT BE LOCATED CORRECTLY, EITHER HORIZONTALLY OR VERTICALLY, AND MAY NOT BE ALL INCLUSIVE. CONTRACTOR IS REQUIRED TO FOLLOW THE PROCEDURE

OUTLINED BELOW:

17.1. CONTRACTOR IS REQUIRED TO LOCATE AND POTHOLE ALL EXISTING UTILITY LINES (BOTH HORIZONTALLY AND VERTICALLY) THAT AFFECT THE PROJECT CONSTRUCTION, EITHER ON-SITE OR OFF-SITE, AND DETERMINE IF THERE ARE ANY CONFLICTS WITH THE DESIGN OF THE SITE AS SHOWN ON THE APPROVED PLANS PRIOR TO ANY CONSTRUCTION. IF IT IS DETERMINED THAT CONFLICTS EXIST BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSED CONSTRUCTION) THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO CORRECT THE CONFLICTS BEFORE ANY WORK CAN BEGIN.

IF THE CONTRACTOR FAILS TO FOLLOW THIS ABSOLUTE REQUIREMENT AND CONFLICTS ARISE DURING CONSTRUCTION THE

CONTRACTOR WILL BEAR THE SOLE RESPONSIBILITY TO FIX THE CONFLICTS.

17.2. CONTRACTOR IS REQUIRED TO VERIFY THAT PROPER COVER AND PROTECTION OF EXISTING UTILITY LINES IS MAINTAINED OR ATTAINED WITHIN THE DESIGN ONCE VERIFICATION OF THE EXISTING UTILITIES IS COMPLETED AS OUTLINED IN 16.1 ABOVE.

17.3. IN ADDITION TO 16.1 AND 16.2 ABOVE THE CONTRACTOR WILL VERIFY DEPTHS OF UTILITIES IN THE FIELD BY "POTHOLING" A MINIMUM OF 300 FEET AHEAD OF PROPOSED PIPELINE CONSTRUCTION TO AVOID POTENTIAL CONFLICTS WITH DESIGNED

PIPELINE ALIGNMENT AND GRADE AND EXISTING UTILITIES.

17.4. IF A CONFLICT ARISES BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSED CONSTRUCTION) AS DETERMINED UNDER 16.1, 16.2 OR 16.3 THE CONTRACTOR WILL NOTIFY THE ENGINEER IMMEDIATELY TO

RESOLVE THE CONFLICT.

17.5. IF A CONFLICT ARISES BETWEEN EXISTING UTILITIES AND DESIGN UTILITIES (OR ANOTHER ASPECT OF PROPOSED CONSTRUCTION) RESULTING FROM THE CONTRACTOR'S NEGLIGENCE TO IDENTIFY AND/OR “POTHOLE” EXISTING UTILITIES AS REQUIRED IN 16.1, 16.2 AND 16.3 ABOVE, THE CONTRACTOR WILL BE REQUIRED TO RESOLVE THE CONFLICT WITHOUT

ADDITIONAL COST OR CLAIM TO THE OWNER OR ENGINEER.

18. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO

OWNER.

19. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION.

20. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE

SAWCUT TO A CLEAN, SMOOTH EDGE.

21. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST RECENT, ADOPTED EDITION OF ADA ACCESSIBILITY

GUIDELINES.

22. CONTRACTOR SHALL, AT THE TIME OF BIDDING AND THROUGHOUT THE PERIOD OF THE CONTRACT, BE LICENSED IN THE STATE OF

UTAH AND SHALL BE BONDABLE FOR AN AMOUNT REQUIRED BY THE OWNER.

23. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL WATER, POWER, SANITARY FACILITIES AND TELEPHONE SERVICES AS

REQUIRED FOR THE CONTRACTOR'S USE DURING CONSTRUCTION.

24. 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

RE-TESTING AND/OR RE-INSPECTION SHALL BE PAID FOR BY THE CONTRACTOR.

25. IF EXISTING IMPROVEMENTS NEED TO BE DISTURBED AND/OR REMOVED FOR THE PROPER PLACEMENT OF IMPROVEMENTS TO BE CONSTRUCTED BY THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE. COST OF REPLACING OR REPAIRING EXISTING IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND/OR REPLACEMENT. THERE WILL BE NO EXTRA COST DUE TO THE CONTRACTOR FOR REPLACING OR

REPAIRING EXISTING IMPROVEMENTS.

26. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE PLANS OR SPECIFICATIONS, SAID FACILITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SUBJECT TO

THE APPROVAL OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY.

27. CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL STRUCTURES AND OTHER FACILITIES. 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. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER ONE SET OF NEATLY MARKED RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. RECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETE 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.

28. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE

FIRST QUALITY ARE TO BE USED.

29. CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER PROVISIONS NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 4' OR MORE. FOR EXCAVATIONS 4 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH INDUSTRIAL COMMISSION OF UTAH SAFETY ORDERS SECTION 68 - EXCAVATIONS AND SECTION 69 - TRENCHES, ALONG

WITH ANY LOCAL CODES OR ORDINANCES.

30. ALL EXISTING GATES AND FENCES TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL GATES AND FENCES FROM

DAMAGE.

31. ALL EXISTING TREES ARE TO REMAIN UNLESS OTHERWISE NOTED ON PLANS. PROTECT ALL TREES FROM DAMAGE.

32. ASPHALT MIX DESIGN MUST BE SUBMITTED AND APPROVED BY THE GOVERNING AGENCY PRIOR TO THE PLACEMENT.

33. CONTRACTORS ARE RESPONSIBLE FOR ALL OSHA REQUIREMENTS ON THE PROJECT SITE.

34. A UPDES (UTAH POLLUTANT DISCHARGE ELIMINATION SYSTEM) PERMIT IS REQUIRED FOR ALL CONSTRUCTION ACTIVITIES 1 ACRE OR

MORE AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN.

1. EXISTING UTILITY INFORMATION SHOWN IS FOR INFORMATIONAL PURPOSES ONLY. IT IS DERIVED FROM ON-SITE SURVEY AND MAY NOT BE LOCATED CORRECTLY AND IS NOT ALL INCLUSIVE. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES

WITHIN THE PROJECT LIMITS BEFORE BEGINNING DEMOLITION/CONSTRUCTION.

2. THERE MAY BE BURIED UTILITIES WITHIN THE LIMITS OF DISTURBANCE THAT ARE NOT SHOWN ON THE PLANS DUE TO LACK OF MAPPING OR RECORD INFORMATION. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN UNEXPECTED UTILITIES ARE

DISCOVERED.

3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING UTILITIES AND IMPROVEMENTS WHETHER OR NOT SHOWN ON THESE PLANS. THE FACILITIES AND IMPROVEMENTS ARE BELIEVED TO BE CORRECTLY SHOWN BUT THE CONTRACTOR IS REQUIRED TO SATISFY HIMSELF AS TO THE COMPLETENESS AND ACCURACY OF THE LOCATIONS. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, FROM HIS OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS.

1. TRAFFIC CONTROL AND STRIPING TO CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).

2. BARRICADING AND DETOURING SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CURRENT M.U.T.C.D.

3. NO STREET SHALL BE CLOSED TO TRAFFIC WITHOUT WRITTEN PERMISSION FROM THE APPROPRIATE AGENCY, EXCEPT

WHEN DIRECTED BY LAW ENFORCEMENT OR FIRE OFFICIALS.

4. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE

MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK.

5. DETOURING OPERATIONS FOR A PERIOD OF SIX CONSECUTIVE CALENDAR DAYS, OR MORE, REQUIRE THE INSTALLATION OF TEMPORARY STREET STRIPING AND REMOVAL OF INTERFERING STRIPING BY SANDBLASTING. THE DETOURING STRIPING PLAN OR CONSTRUCTION TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE GOVERNING AGENCY FOR REVIEW AND

APPROVAL.

6. ALL TRAFFIC CONTROL DEVICES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT THE END OF THE WORK TO THE

SATISFACTION OF THE GOVERNING AGENCY.

7. TRAFFIC CONTROL DEVICES (TCDs) SHALL REMAIN VISIBLE AND OPERATIONAL AT ALL TIMES.

8. 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 BY THESE PLANS.

9. THE CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARY

TO INSURE THE SAFETY OF WORKERS AND VISITORS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTAH TRANSIT AUTHORITY (UTA) 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.

TRAFFIC CONTROL AND SAFETY NOTES

GRADING AND DRAINAGE NOTES

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

RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL RELATED ADDENDUMS.

2. THE CONTRACTOR SHALL STRIP AND CLEAR THE TOPSOIL, MAJOR ROOTS AND ORGANIC MATERIAL FROM ALL PROPOSED BUILDING AND PAVEMENT AREAS PRIOR TO SITE GRADING. (THE TOPSOIL MAY BE STOCKPILED FOR LATER USE IN

LANDSCAPED AREAS.)

3. THE CONTRACTOR SHALL REMOVE ALL ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIALS PRIOR TO PLACING GRADING FILL OR BASE COURSE. THE AREA SHOULD BE PROOF-ROLLED TO IDENTIFY ANY SOFT AREAS. WHERE SOFT AREAS ARE ENCOUNTERED, THE CONTRACTOR SHALL REMOVE THE SOIL AND REPLACE WITH COMPACTED FILL.

4. ALL DEBRIS PILES AND BERMS SHOULD BE REMOVED AND HAULED AWAY FROM SITE OR USED AS GENERAL FILL IN

LANDSCAPED AREAS.

5. THE CONTRACTOR SHALL CONSTRUCT THE BUILDING PAD TO THESE DESIGN PLANS AS PART OF THE SITE GRADING CONTRACT, AND STRICTLY ADHERE TO THE SITE PREPARATION AND GRADING REQUIREMENTS OUTLINED IN THE

GEOTECHNICAL REPORT.

6. THE CONTRACTOR SHALL GRADE THE PROJECT SITE TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING

ASPHALT, CURB AND GUTTER, AND ADJOINING SITE IMPROVEMENTS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND DEBRIS ON ADJACENT STREETS WHEN EQUIPMENT IS

TRAVELING THOSE STREETS.

8. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CONDITIONS AND RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT AND TAKE ALL NECESSARY PRECAUTIONS AND RECOMMENDED PROCEDURES TO ASSURE SOUND GRADING

PRACTICES.

9. THE CONTRACTOR SHALL TAKE APPROPRIATE GRADING MEASURES TO DIRECT STORM SURFACE RUNOFF TOWARDS CATCH

BASINS.

10. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON ON-SITE SURVEY. IT SHALL BE THE CONTRACTORS' FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR

DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.

11. 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.

12. 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.

13. THE GRADING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE OWNER TO PROVIDE FOR THE REQUIREMENTS OF THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND ASSOCIATED PERMIT. ALL CONTRACTOR ACTIVITIES 1 ACRE OR MORE IN SIZE ARE REQUIRED TO PROVIDE A STORM WATER POLLUTION PREVENTION PLAN.

14. ALL CUT AND FILL SLOPES SHALL BE PROTECTED UNTIL EFFECTIVE EROSION CONTROL HAS BEEN ESTABLISHED.

15. THE USE OF POTABLE WATER WITHOUT A SPECIAL PERMIT FOR BUILDING OR CONSTRUCTION PURPOSES INCLUDING CONSOLIDATION OF BACKFILL OR DUST CONTROL IS PROHIBITED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY

PERMITS FOR CONSTRUCTION WATER FROM GOVERNING AGENCY.

16. THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER PUBLIC RIGHT-OF-WAYS 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.

UTILITY NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS, CITY AND STATE

REQUIREMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, UTAH DRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED BY THE

ENGINEER.

2. CONTRACTOR SHALL COORDINATE LOCATION OF NEW "DRY UTILITIES" WITH THE APPROPRIATE UTILITY COMPANY, INCLUDING BUT NOT LIMITED TO: TELEPHONE & INTERNET SERVICE, GAS SERVICE, CABLE, AND POWER.

3. EXISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS BASED ON ON-SITE SURVEY. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY BLUE STAKES AT 811 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK. THE CONTRACTOR SHALL RECORD THE BLUE STAKES ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER AND ENGINEER PRIOR TO ANY EXCAVATION. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DIRECTLY CONTACT ANY OTHER UTILITY COMPANIES THAT ARE NOT MEMBERS OF BLUE STAKES. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY

COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE PROJECT.

4. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT CONTRACTOR'S

EXPENSE.

5. TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER APWA STANDARD SPECIFICATIONS (CURRENT EDITION), SECTION 02320 - BACKFILLING TRENCHES, OR AS REQUIRED BY THE GEOTECHNICAL REPORT IF NATIVE MATERIALS ARE USED. NO NATIVE MATERIALS ARE ALLOWED IN THE PIPE ZONE. THE MAXIMUM LIFT FOR BACKFILLING EXCAVATIONS IS

DETERMINED BY THE GEOTECHNICAL RECOMMENDATIONS.

6. 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.

7. 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 CONTRACTOR'S 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.

8. 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 ROADWAY 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.

9. ALL WATER LINE AND SEWER LINE INSTALLATION AND TESTING TO BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCY'S

STANDARDS AND SPECIFICATIONS.

10. ALL MANHOLES, HYDRANTS, VALVES, CLEANOUT BOXES, CATCH BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TO FINAL GRADE PER APWA (CURRENT EDITION) STANDARDS AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BE CONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS, AND VALVES PER APWA 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.

11. CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE NEW OR EXISTING PIPE DURING

CONSTRUCTION.

12. SILT AND DEBRIS ARE TO BE CLEANED OUT OF ALL STORM DRAIN BOXES. CATCH BASINS ARE TO BE MAINTAINED IN A

CLEANED CONDITION AS NEEDED UNTIL AFTER THE FINAL BOND RELEASE INSPECTION.

13. CONTRACTOR SHALL CLEAN ASPHALT, TAR OR OTHER ADHESIVES OFF OF ALL MANHOLE LIDS AND INLET GRATES TO ALLOW

ACCESS.

14. EACH TRENCH SHALL BE EXCAVATED SO THAT THE PIPE CAN BE LAID TO THE ALIGNMENT AND GRADE AS REQUIRED. THE TRENCH WALL SHALL BE SO BRACED THAT THE WORKMEN MAY WORK SAFELY AND EFFICIENTLY. ALL TRENCHES SHALL BE

DRAINED SO THE PIPE LAYING MAY TAKE PLACE IN DEWATERED CONDITIONS.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES WITH WHICH TO REMOVE

PROMPTLY AND TO PROPERLY DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATION.

16. ALL SEWER LINES AND SEWER SERVICES SHALL HAVE A MINIMUM SEPARATION OF 10 FEET, EDGE TO EDGE, FROM THE WATER LINES. IF A 10 FOOT SEPARATION CAN NOT BE MAINTAINED, CONSTRUCT PER GOVERNING AGENCY'S MINIMUM

SEPARATION STANDARDS.

17. CONTRACTOR SHALL INSTALL THRUST BLOCKING AT ALL…