DEPARTMENT of PUBLIC SERVICES

ERIN MENDENHALL SEAN A. FYFE, AIA

MAYOR CITY ARCHITECT

ARCHITECTURE AND CONSTRUCTION MANAGEMENT DIVISION

P.O. BOX 145506

349 S 200 EAST, STE 100 WWW.SLCGOV.COM

SALT LAKE CITY, UT 84114-5506 TEL 801-535-7116 FAX 801-535-6093

September 28, 2026

ADDENDUM NO. 1 (DOCUMENT 00 91 14)

Job Name: RAC Playground with Shade Sails

Job No.: PRK21071

Attached are copies of Addendum No. 1.

Addendum No. 1 makes changes, corrections, deletions and additions to the initial Bidding Documents. In case of any conflict between the drawings, specifications and the attached Addendum, the Addendum shall govern.

The Addendum forms a part of the Contract Documents and modifies the original Bidding documents.

Acknowledge receipt of the Addendum in the space provided on page 1 of the Bid Form (Document 00 41 00).

Failure to do so may disqualify Bidder’s bid.

The addendum consists of twelve (12) pages of written addendum and plan sheets.

Sincerely, Sean A Fyfe, AIA

City Architect

SF:mm

Attachments cc: Nathan Johnsen

Jon Ruedas, ASLA, SITES, AP

Makaylah Maponga Megan Jones Shiotani

Vault

Addendum No. 1

00 91 14 - 1

DOCUMENT 00 91 14

ADDENDUM No. 1

PART 1 GENERAL

1.1 DOCUMENT INCLUDES

A. Changes to the Bid Drawings.

B. Responses to Questions from Bidders.

C. Minutes to Pre-Bid Conference with Attendee Log.

1.2 CONSTRUCTION CONTRACT

A. Job Name: RAC Playground with Shade Sails

Job No.: PRK21070

PART 2 CHANGES

2.1

2.2

2.3

2.4

2.5

2.6

CHANGES TO PRIOR ADDENDA

A. N/A.

CHANGES TO PROCUREMENT AND CONTRACTING REQUIREMENTS

A. None.

CHANGES TO GENERAL REQUIREMENTS

A. None.

CHANGES TO SPECIFICATIONS

A. None.

CHANGES TO DRAWINGS

A. See attached drawing revisions to LS002, LE101, C001, and LS503.

QUESTIONS FROM BIDDERS

A. Question from Bonfire: Do you have the height for the (3) three 16'X16' shade structures?

Answer: Two shade structures are 12’ height. The third is 14’ height. Refer to sheet LM101.

B. Question from Bonfire: On the references notes legend, the benches are listed as having backs. On the detail page they show as backless. Which one would you prefer?

Answer: The City would like to use a backed bench. See revision to detail attached.

2.7 MINUTES-NOTES FROM PRE-BID CONFERENCE WITH ATTENDEE LOG(S)

A. See attached Meeting Minutes from Pre-Bid Conference held September 22, 2026.

END OF ADDENDUM

SALT LAKE CITY

CORPORATION

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

DEPARTMENT OF COMMUNITY

AND NEIGHBORHOODS

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.Know what's below.

before you dig.Call

R

RAC

PLAYGROUND

WITH SHADE

SAILS

2280 N

ROSE PARK LN

DS

GW, MJ

PRK21071

100% DESIGN

DATE:

08/21/2025

NOTES

LS002

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PLANS APPROVED BY SALT LAKE CITY.

2. REFER TO EXISTING CONDITIONS SURVEY AND OTHER AVAILABLE DOCUMENTS FOR PROPERTY LIMITS, EXISTING

CONDITIONS, AND HORIZONTAL AND VERTICAL CONTROL.

3. THE LIMITS OF WORK OCCUR AS SHOWN ON PLANS.

4. VERIFY EXISTING SITE CONDITIONS INCLUDING, WALLS, VEGETATION FENCES, UTILITIES, PROPERTY LINES, LIMITS OF

ROADWAYS, CURBS AND GUTTERS, AND OTHER OBSTRUCTIONS THAT MAY AFFECT THE PROGRESS OF WORK.

5. OWNER TO RELOCATE EXISTING IRRIGATION. COORDINATE WITH OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION AND AFTER COMPLETION TO COORDINATE IRRIGATION SYSTEM UPDATES AND IRRIGATION

SCHEDULE FOR PLANT ESTABLISHMENT.

6. LOCATE UTILITIES AND MAINTAIN THEIR LOCATION DURING ALL PHASES OF WORK. DO NOT DAMAGE UTILITY LINES/STRUCTURES. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BEFORE STARTING ANY WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. RESTORATION OF UTILITIES DAMAGED BY

THE CONTRACTOR SHALL BE AT THE CONTRACTOR'S EXPENSE.

7. THOROUGHLY REVIEW THE SITE CONDITIONS, DRAWINGS, AND TECHNICAL SPECIFICATIONS PRIOR TO CONSTRUCTION. COMPLETE THE WORK OF THIS PROJECT IN ACCORDANCE WITH APPROVED DRAWINGS.

8. INFORMATION PROVIDED WITHIN THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENT IN ANY INSTANCE WHERE THE INFORMATION PROVIDED IN THE DRAWINGS CONFLICTS WITH THAT PROVIDED IN THE TECHNICAL SPECIFICATIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND SALT LAKE CITY OWNERS REPRESENTATIVE UPON THE DISCOVERY OF ANY PERCEIVED DISCREPANCIES BETWEEN INFORMATION

PROVIDED IN THE DRAWINGS AND TECHNICAL SPECIFICATIONS.

9. CONSTRUCTION INSTALLATION, MATERIALS, TESTING AND INSPECTION SHALL COMPLY WITH APPLICABLE CODES

AND ORDINANCES.

10. TAKE NECESSARY STEPS TO PROTECT AND MAINTAIN ALL FINISHED WORK FOR THE DURATION OF THE CONTRACT

UNTIL FINAL ACCEPTANCE.

11. THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING TO PROTECT PERSONS AND PROPERTY. DIRECT AND IMPLEMENT SAFETY OPERATIONS AND PROCEDURES TO PROTECT THE OWNER, OTHER CONTRACTORS, THE PUBLIC, AND OTHER FOR THE DURATION OF THE CONTRACT.

12. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

13. OBTAIN NECESSARY PERMITS FROM ALL JURISDICTIONS AS REQUIRED TO CONSTRUCT THE WORK OF THIS PROJECT.

14. THE WORK OF THIS CONTRACT WILL NOT BE CONSIDERED COMPLETE UNTIL ALL AREAS HAVE BEEN CLEANED OF

ALL DIRT AND DEBRIS AND ALL DAMAGED ITEMS ARE REPAIRED.

15. CONTRACTOR SHALL PRODUCE A CONSTRUCTION ACCESS STAGING PLAN AND SUBMIT TO DEPARTMENT OF PUBLIC

LANDS PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO MOBILIZATION.

16. REFER TO GEOTECHNICAL REPORT FOR ALL COMPACTION RECOMMENDATIONS. GEOTECHNICAL REPORT WAS

PROVIDED BY SALT LAKE CITY TO DIG STUDIO. NO SOIL TESTING WAS COMPLETED BY DIG STUDIO.

GENERAL NOTES

1. VERIFY EXISTING SITE INFORMATION INCLUDING, BUT NOT LIMITED TO STREET GRADES, UTILITIES, DRAINS, PROPERTY

LINES, LIMITS OF ROADWAYS, CURBS AND GUTTERS TAKEN FROM THE SURVEYOR'S DRAWINGS.

2. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES.

3. TAKE ALL DIMENSIONS FROM BACK OF CURB, FACE OF WALL, AND CENTERLINE OF TREES UNLESS OTHERWISE

NOTED.

4. ALL DIMENSIONS CALLED OUT AS 'EQUAL' ARE EQUIDISTANT MEASUREMENTS.

5. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. DO NOT SCALE DRAWINGS, IF THERE IS A QUESTION

REGARDING DIMENSIONS, CONTACT DIG STUDIO FOR VERIFICATION.

6. ALL ANGLES TO MATCH THOSE NOTED ON DRAWING AND ALL LINES OF PAVING TO BE PARALLEL UNLESS OTHERWISE

NOTED. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON DRAWINGS.

7. REFERENCE TO NORTH REFERS TO TRUE NORTH. REFERENCE TO SCALE IS FOR FULL SIZED DRAWINGS ONLY. DO

NOT SCALE FROM DRAWINGS.

8. SLEEVES AND CONDUITS SHALL BE INSTALLED A MINIMUM OF 18 INCHES BELOW FINISHED GRADE AND SHALL

EXTEND 12 INCHES BEYOND BACK OF CURBS, WALLS, AND PAVING.

9. COORDINATE AND FIELD VERIFY WITH LANDSCAPE ARCHITECT ALL SLEEVING LOCATIONS FOR ALL UTILITY, ELECTRICAL, AND IRRIGATION WITH PRIOR TO CONSTRUCTION. INFORM LANDSCAPE ARCHITECT OF ANY

DISCREPANCY IMMEDIATELY.

10. CONTRACTOR SHALL STAKE OUT ALL PLAYGROUND EQUIPMENT FALL ZONES PER DRAWINGS PRIOR TO INSTALLING

ANY AND ALL SURROUNDING SITE CONSTRUCTION.

LAYOUT NOTES

1. EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL GRADES AND LAYOUT LINES. HAVE OWNERS REPRESENTATIVE

REVIEW GRADE STAKES PRIOR TO FINAL GRADING.

2. ALL PROPOSED GRADES SHALL MEET AND BLEND WITH EXISTING GRADES AT PROJECT LIMITS AND AT CURBS, SIDEWALKS AND ROADWAYS. EXISTING ELEVATIONS INDICATED ON PLANS SHALL BE VERIFIED IN FIELD TO AS-BUILT

CONDITIONS.

3. EROSION CONTROL- CONTRACTOR TO PROVIDE PLAN TO THE CLIENT AND LANDSCAPE ARCHITECT PRIOR TO

CONSTRUCTION.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR 'ROUNDING OFF' ALL SHARP RIDGES EXISTING ON SITE WHETHER OR NOT SUCH CONDITIONS ARE INDICATED ON PLANS. ROUND TOPS AND TOES OF SLOPE TO PROVIDE SMOOTH TRANSITION TO EXISTING GRADE. BERMS AND LANDFORMS WILL BE SMOOTH AND ROUNDED VERTICAL CURVES

WITH NO SHARP TRANSITION IN GRADE.

5. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION WHEN IT BECOMES EVIDENT THAT UNFORSEEN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF SLC PROJECT MANAGER AND THE LANDSCAPE ARCHITECT FOR DECISION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO

FAILURE TO GIVE SUCH NOTIFICATION.

6. ALL LANDSCAPE GRADES ARE BASED UPON ELEVATIONS SHOWN ON THE SURVEY PROVIDED BY SALT LAKE CITY CORPORATION ENGINEERING DIVISION AND SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO

ACCOMPLISH ALL GRADING OPERATIONS.

8. MAINTAIN POSITIVE DRAINAGE, UNLESS SPECIFICALLY DESIGNED FOR PONDING, AT ALL TIMES. REFER TO CIVIL

ENGINEER'S DRAWINGS FOR DRAINAGE STRUCTURE LOCATIONS AND DETAILS.

9. ALL WALKS SHALL HAVE A MAXIMUM 1.8% CROSS SLOPE TO MEET ADA STANDARDS. ALL PAVING SHALL HAVE A MINIMUM 1.0% SLOPE FOR DRAINAGE IF NOT OTHERWISE INDICATED ON PLANS.MAXIMUM SLOPES ON WALKS SHALL

NOT EXCEED 4.8% IN THE DIRECTION OF TRAVEL, WITHOUT A HANDRAIL.

10. ELIMINATE ANGLED TRANSITION AT CHANGE OF GRADE ALONG PATHS BY ROUNDING TRANSITION AT GRADE BREAK.

11. NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING

GRADE AND THOSE SHOWN ON PLANS AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTO

SITE.

GRADING NOTES

1. ALL MATERIAL, EQUIPMENT, INSTALLATION AND CONSTRUCTION SHALL BE IN

ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES

AS APPLICABLE:

a. SALT LAKE CITY, STANDARDS AND DETAILS FOR ENGINEERING DIVISION

b. STORM DRAINAGE AND SANITARY SEWER CONSTRUCTION DETAIL AND TECHNICAL

SPECIFICATIONS

c. DEPARTMENT OF ENGINEERING STANDARD SPECIFICATIONS FOR CONSTRUCTION

GENERAL CONTRACT CONDITIONS

d. WASTEWATER MANAGEMENT DIVISION STANDARD DETAILS

e. TRAFFIC STANDARD DRAWINGS AND TRAFFIC ENGINEERING SERVICES PROJECT

SPECIALS

f. UTAH DEPARTMENT OF TRANSPORTATION (UDOT) STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION AND STANDARD PLANS, (M&S STANDARDS)

g. FEDERAL HIGHWAY ADMINISTRATION (FHWA), MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AND THE UTAH

SUPPLEMENT THERETO

h. AMERICAN ASSOCIATION OF STATE AND HIGHWAY TRANSPORTATION OFFICIALS

(AASHTO) ROADSIDE DESIGN GUIDE

2. THE CONTRACTOR SHALL HAVE ONSITE AT ALL TIMES, ONE COPY OF THE APPROVED

PLANS, ONE COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND

COPIES OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. THE

CONTRACTOR SHOULD UPLOAD A COPY OF ALL PERMITS TAKEN OUT INTO PROCORE.

3. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH

COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED ON THE PLANS OR

SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER

IMMEDIATELY.

PROJECT PLANS, SPECIFICATIONS & PERMIT NOTES

1. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND

UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS, UNLESS

OTHERWISE NOTED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG

THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION.

RESPONSIBILITIES FOR THE RELOCATION OF UTILITY LINES ARE AS NOTED IN THE

PROJECT SPECIAL PROVISIONS. THE CONTRACTOR SHALL COOPERATE WITH

COMPANIES TRYING TO COORDINATE THE RELOCATION EFFORT. LINES NOT

RELOCATED SHALL BE PROTECTED BY THE CONTRACTOR IN PLACE. THE

CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY NOTIFICATION CENTER

OF UTAH, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR

GRADING. CONTRACTOR SHALL SCHEDULE BLUE STAKES MARKING TO CONFIRM

ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO START OF CONSTRUCTION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING

CONSTRUCTION AND SHALL HOLD THE CITY AND ITS ENGINEERS HARMLESS FOR

DAMAGES ARISING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY

PROTECT EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE REPAIRED BY AND

AT THE EXPENSE OF THE CONTRACTOR.

3. THE CONTRACTOR IS REQUIRED TO RESET, ADJUST OR REPLACE ANY UTILITIES

THAT ARE IMPACTED BY CONSTRUCTION AND ARE DESIGNED TO REMAIN WITHIN

THE PROJECT LIMITS.

UTILITY NOTES

1. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN

THE LIMITS OF DISTURBANCE AND TOES OF SLOPE AS SHOWN ON THE PLANS AND

CROSS SECTION. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED

TO ORIGINAL CONDITIONS AT THE EXPENSE OF THE CONTRACTOR.

2. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. COST FOR DUST

PALLIATIVE SHALL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE

CONSIDERED INCIDENTAL TO THE WORK.

3. THE DEPTH OF RECONDITIONING AND FOR THE BASES OF CUTS AND FILLS SHALL BE

6 INCHES. THE PROJECT SPECIFIED MOISTURE DENSITY CONTROL SHALL BE

APPLIED FOR THE SPECIFIED DEPTH. THE EXCAVATION REQUIRED FOR COMPACTION

OF BASES OF CUTS AND FILLS WILL BE CONSIDERED SUBSIDIARY TO THAT

OPERATION AND WILL NOT BE PAID FOR SEPARATELY.

4. MOISTURE DENSITY CONTROL SHALL BE APPLIED FULL DEPTH FOR ALL

EMBANKMENTS.

5. DURING EACH PHASE OF CONSTRUCTION, THE CONTRACTOR SHALL SHAPE TO

DRAIN AND COMPACT THE WORK AREA TO A UNIFORM CROSS-SECTION. ELIMINATE

ALL RUTS AND LOW SPOTS THAT COULD HOLD WATER. AREAS AND FACILITIES

SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF WATER, SHALL BE

PROMPTLY DEWATERED AND RESTORED AT NO ADDITIONAL COST TO THE CITY.

6. ALL WORK SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKDAY.

NO OPEN HOLES ARE ALLOWED OVERNIGHT. IF OPEN OVERNIGHT EXCAVATIONS ARE

UNAVOIDABLE, CONTRACTOR SHALL COVER AND TAPE OFF ALL OPEN HOLES PRIOR

TO LEAVING THE CONSTRUCTION SITE OR ENSURE ALL OPEN HOLES ARE WITHIN A

FENCED, LOCKED, AND SECURED CONSTRUCTION SITE.

7. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED

MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES.

EARTHWORK & EXCAVATION NOTES

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM

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PARKING LOT

EXISTING TREE, TYP.

EXISTING

CONDITIONS

SALT LAKE CITY

CORPORATION

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

DEPARTMENT OF COMMUNITY

AND NEIGHBORHOODS

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.Know what's below.

before you dig.Call

R

PARKING

FIELD

FIELD

FIELD

FIELD

FIELD

FIELD

FIELD

FIELD

MAINT.

BLDG.

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GATE

KEYMAP - NTS

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LN

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NORTH

0 20' 40'10'

SCALE: 1" = 20'-0"

RAC

PLAYGROUND

WITH SHADE

SAILS

2280 N

ROSE PARK LN

DS

GW, MJ

PRK21071

100% DESIGN

DATE:

08/21/2025

LOCAL BENCHMARK: EXISTING STORM

DRAIN CATCH BASIN IN MAINTENANCE

YARD SOUTH OF PROPOSED BUILDING

ELEVATION = 4213.84

BENCHMARK

LIMIT OF WORK (L.O.W.) = 0.50ALOW

EXISTING TREE TO REMAIN

EXISTING BURIED WATER LINE

EXISTING BURIED STORM LINE

LE101

NOTES�

1. SURVEY PROVIDED BY SALT LAKE CITY. CONTRACTOR

SHALL CONFIRM ALL EXISTING SITE CONDITIONS

BEFORE STARTING ANY WORK ON SITE. ANY AND ALL

DISCREPANCIES MUST BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE CITY PROJECT MANAGER.

2. SALT LAKE CITY PARKS DEPARTMENT WILL MODIFY

IRRIGATION SYSTEM LAYOUT PRIOR TO

CONSTRUCTION START. CONTRACTOR SHALL

PROTECT ALL IRRIGATION DURING CONSTRUCTION

AND REPAIR AND REPLACE ANY DAMAGED OR

BROKEN SEGMENTS, PARTS, OR PIECES.

CONTRACTOR SHALL ENSURE ALL LANDSCAPING

AFFECTED BY CONSTRUCTION REMAINS WATERED IF

IRRIGATION SYSTEM IS SHUT OFF DURING

CONSTRUCTION PERIOD. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING WITH SALT LAKE

CITY PARKS DEPARTMENT AT THE END OF

CONSTRUCTION TO ENSURE ALL IRRIGATION SYSTEMS

ARE FUNCTIONING PROPERLY AND WERE NOT

AFFECTED BY CONSTRUCTION.

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PREPARER CONSULTANTS:

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SHEET IDENTIFIER:

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PROFESSIONAL SEAL:

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PROJECT #:

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CONTRACT #:

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PREPARER #:

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM

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ADDENDUM 1

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POWER/TELEPHONE LINE

POWER/TELE/COMM LINE

ROOF DRAIN LINE

SECONDARY WATER LINE

SANITARY SEWER LINE

STEAM LINE

STORM DRAIN LINE

TELEPHONE LINE

TELEPHONE/COMM LINE

UNDERDRAIN

UNDERGROUND COMMUNICATIONS

UNDERGROUND POWER LINE

UNDERGROUND TELEPHONE LINE

UNDERGROUND TELEVISION

WATER LINE

CONTOUR LINE

CURB & GUTTER (STD)

CURB & GUTTER (OUTFALL)

SECTION CORNER (FOUND)

SECTION CORNER (NOT FOUND)

STREET MONUMENT

BRASS CAP MONUMENT

POWER POLE

UTILITY POLE

GUY ANCHOR

POWER TRANSFORMER

TRAFFIC SIGNAL CABINET

LIGHT POLE

TELEPHONE RISER

TELEPHONE MANHOLE

TRAFFIC SIGNAL BOX

WATER MANHOLE

WATER VALVE

WATER METER

FIRE HYDRANT

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

STORM DRAIN MANHOLE

STORM DRAIN CURB INLET

STORM DRAIN CATCH BASIN

STORM DRAIN CLEANOUT

STORM DRAIN COMBO BOX

MAILBOX

SIGN

FLOW DIRECTION

SPOT ELEVATION

CONIFEROUS TREE

DECIDUOUS TREE

EXISTINGNEW EXISTINGNEW

ATMS

X X atms

ABBREVIATIONS

LEGEND

TV tv

C c

FO fo

F f

G g

IRR irr

OHP ohp

P p

P/C p/c

P/T p/t

P/T/C p/t/c

RD rd

SW sw

S s

ST st

SD sd

T t

T/C t/c

UGP ugp

W w

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ATMS ADVANCED TRAFFIC MGMT. SYSTEM

B&C BAR & CAP

BC BUILDING CORNER

BFG BOTTOM FINISH GRADE

BLUE BLUE STAKED ELECTRIC

BLUFO BLUE STAKED FIBER OPTIC

BLUG BLUE STAKED NATURAL GAS

BLUIRR BLUE STAKED IRRIGATION

BLUSD BLUE STAKED STORM DRAIN

BLUSS BLUE STAKED SANITARY SEWER

BLUT BLUE STAKED TELEPHONE

BLUW BLUE STAKED WATER

BM BENCHMARK

BOF BOTTOM OF FOOTING

BOB BOTTOM OF BOX

BOL BOLLARD

BOT BOTTOM

BOV BLOW-OFF VALVE

BOW BACK OF WALK

BW FINISH GRADE AT BOTTOM OF WALL

℄ CENTERLINE

CATV CABLE TELEVISION

CBR CONCRETE BARRIER

CC CURB CUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONST CONSTRUCTION

CMP CORRUGATED METAL PIPE

CP CONTROL POINT

CTREE CONIFEROUS TREE

CUFT CUBIC FOOT

CUYD CUBIC YARD

DEL DELINEATOR

DIA or Ø DIAMETER

DIP DUCTILE IRON PIPE

DTREE DECIDUOUS TREE

DYL DOUBLE YELLOW LINE

E EAST

EB ELECTRIC BOX

EGL ENERGY GRADE LINE

ELEV ELEVATION

EM ELECTRIC METER

EMH ELECTRIC MANHOLE

EOA EDGE OF ASPHALT

EOC EDGE OF CONCRETE

EOG EDGE OF GRAVEL

EOL EDGE OF LAWN

EX or EXIST EXISTING

F FIRE

FC FOUNDATION CORNER

FD FOUND or FOUNDATION DRAIN

FDC FIRE DEPT. CONNECTION

FDMN FOUND MONUMENT

FDSC FOUND SECTION CORNER

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOW LINE

FNC FENCE

FNCCL CHAIN LINK FENCE

FNCIRN IRON FENCE

FNCVYL VINYL FENCE

FNCWD WOOD FENCE

FNCWR WIRE FENCE

FO FIBER OPTIC

FOW FRONT OF WALK

FT FEET

G NATURAL GAS

GAR GARAGE

GB GRADE BREAK

GL GROUND LIGHT

GM GAS METER

GMH GAS MANHOLE

GUY GUY WIRE

GV GAS VALVE

HDPE HIGH DENSITY POLYETHYLENE

HG HEADGATE

HGL HYDRAULIC GRADE LINE

HP HIGH POINT

HW HEADWALL or HIGH WATER

HWY HIGHWAY

ICO IRRIGATION CLEANOUT

ICV IRRIGATION CONTROL VALVE

IE INVERT ELEVATION

IRR IRRIGATION

LF LINEAR FEET

LIP LIP OF GUTTER

LP LOW POINT or LIGHT POLE

MAX MAXIMUM

MIN MINIMUM

MON MONUMENT

MP METAL PIPE

MW MONITORING WELL

N NORTH

NG NATURAL GROUND

NGRET NG AT RETAINING WALL

NR NAIL & RIBBON

NW NAIL & WASHER

NTS NOT TO SCALE

OG ORIGINAL GROUND

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHP OVERHEAD POWER

OHT OVERHEAD TELEPHONE

OHTV OVERHEAD TELEVISION

⅊ PROPERTY LINE

PB POWER BOX

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVE

PI POINT OF INTERSECTION

PM PARKING METER

PP POWER POLE

PRC POINT OF REVERSE CURVE

PRK PARKING STRIPE

POC POINT OF CONNECTION

PT POINT OF TANGENCY

PWR POWER

PVC POLYVINYL CHLORIDE PIPE

R RANGE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REV REVISION

ROW RIGHT-OF-WAY

RR RAILROAD

S SOUTH

SAD SEE ARCHITECTURAL DRAWINGS

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDCO STORM DRAIN CLEOUNOUT BOX

SDMH STORM DRAIN MANHOLE

SEC SECTION

SPECS SPECIFICATIONS

SLB&M SALT LAKE BASE & MERIDIAN

SQ SQUARE

SQFT SQUARE FEET

SQYD SQUARE YARD

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

ST STEAM

STA STATION

STD STANDARD

STM STORM

SYL SOLID YELLOW LINE

SWL SOLID WHITE LINE

T TOWNSHIP

TBC TOP BACK OF CURB

TELE TELEPHONE

TFC TOP FACE OF CURB

TFG TOP FINISH GRADE

TL TREE LINE

TMH TELEPHONE MANHOLE

TOA TOP OF ASPHALT

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOG TOP OF GRATE

TOE TOE OF SLOPE

TOP TOP OF SLOPE or TOP OF PIPE

TOW TOP OF WALL

TR TELEPHONE RISER

TV TELEVISION

TW FINISH GRADE AT TOP OF WALL

TRANS TRANSFORMER

TSP TRAFFIC SIGNAL POLE

TSB TRAFFIC SIGNAL BOX

UD UNDERDRAIN

UGC UNDERGROUND COMMUNICATIONS

UGP UNDERGROUND POWER

UGT UNDERGROUND TELEPHONE

UGTV UNDERGROUND TELEVISION

U.N.O. UNLESS NOTED OTHERWISE

UP UTILITY POLE

VCP VITRIFIED CLAY PIPE

VP VERTICAL PIPE

W WEST or WATER

WM WATER METER

WMH WATER MANHOLE

WS WATER SURFACE

WTR WATER

WV WATER VALVE

WW WATERWAY

1.1 COMPLIANCE

1. ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS, SPECIFICATIONS AND

REQUIREMENTS.

2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT

DOCUMENTS AND THE MOST RECENT, ADOPTED EDITIONS OF THE FOLLOWING: INTERNATIONAL

BUILDING CODE (IBC), THE INTERNATIONAL PLUMBING CODE, STATE DRINKING WATER

REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, ADA ACCESSIBILITY

GUIDELINES.

3. ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS. ANY REVISIONS MUST HAVE PRIOR

WRITTEN APPROVAL.

1.2 PERMITTING AND INSPECTIONS

1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING

SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION

OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED THOROUGHLY REVIEWED

PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

2. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR

INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF CONSTRUCTION

REQUIRING OBSERVATION.

3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE, CITY, COUNTY OR STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATE INSPECTIONS.

1.3 COORDINATION & VERIFICATION

1. ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF

ANY DISCREPANCIES 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 DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT BEEN BROUGHT TO THE ATTENTION

OF THE ARCHITECT/ENGINEER.

2. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY

QUESTIONS BEFOREHAND. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS

THAT CAN BE EASILY OBSERVED.

3. CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO:

LANDSCAPE PLANS, SITE ELECTRICAL SITE LIGHTING PLANS AND ELECTRICAL SERVICE TO THE BUILDING(S), MECHANICAL PLANS FOR LOCATION OF SERVICES TO THE BUILDING(S), INCLUDING FIRE PROTECTION, ARCHITECTURAL SITE PLAN FOR DIMENSIONS, ACCESSIBLE ROUTES, ETC., NOT

SHOWN ON CIVIL PLANS.

4. CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE, GAS SERVICE, CABLE, ETC. TO BUILDING WITH THE APPROPRIATE UTILITY COMPANY. FOR TELEPHONE, CONTRACTOR TO

FURNISH CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE, AS REQUIRED.

1.4 SAFETY AND PROTECTION

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION,

2. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA

REQUIREMENTS.

3. CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING

SHORING AND BRACING OF EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OR

WORKERS AND PUBLIC.

4. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND

PRIVATE PROPERTY, ROADWAYS, AND UTILITY IMPROVEMENTS. DAMAGE TO EXISTING

IMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT

HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS.

5. 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.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE

APPROPRIATE GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR

STAGING OUTSIDE OF THE PROJECT LIMITS.

7. CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG

PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. ALL CONSTRUCTION

SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL CONFORM TO THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION.

8. CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS.

9. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY

STANDARDS.

10. 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. SUBMIT A STORM WATER POLLUTION PREVENTION PLAN, IF REQUIRED.

11. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT

DELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE

TRAVELING PUBLIC.

12. 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.

13. 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. CONSTRUCTION TRAFFIC SHALL BE LIMITED

TO ONE APPROACH TO THE SITE. THE APPROACH SHALL BE DESIGNATED BY THE OWNER OR

GOVERNING AGENCY.

14. THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTS

FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION

SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE

EXPENSE OF THE CONTRACTOR.

1.5 MATERIALS

1. SITE CONCRETE SHALL BE A MINIMUM 6.5 BAG MIX, 4000 P.S.I. @ 28 DAYS, 4" MAXIMUM SLUMP WITH

5 + OR - 1% AIR ENTRAINMENT, UNLESS SPECIFIED OTHERWISE. -SEE SPECIFICATION

A. SLABS-ON-GRADE WILL BE TYPICALLY SCORED (1/4 THE DEPTH) AT INTERVALS NOT TO EXCEED

THEIR WIDTH OR 12 TIMES THEIR DEPTH, WHICHEVER IS LESS. SCORING WILL BE PLACED TO

PREVENT RANDOM CRACKING. FULL DEPTH EXPANSION JOINTS WILL BE PLACED AGAINST ANY

OBJECT DEEMED TO BE FIXED, CHANGES IN DIRECTION AND AT EQUAL INTERVALS NOT TO

EXCEED 50 FEET.

B. CONCRETE WATERWAYS, CURBWALLS, MOWSTRIPS, CURB AND GUTTER, ETC. WILL TYPICALLY

BE SCORED (1/4 THE DEPTH AT INTERVALS NOT TO EXCEED 10 FEET AND HAVE FULL DEPTH

EXPANSION JOINTS AT EQUAL SPACING NOT TO EXCEED 50 FEET.

C. UNLESS OTHERWISE NOTED, ALL SLABS-ON-GRADE WILL HAVE A MINIMUM 8" TURNED-DOWN

EDGE TO HELP CONTROL FROST HEAVE.

D. UNLESS OTHERWISE NOTED, ALL ON-GRADE CONCRETE WILL BE PLACED ON A MINIMUM 4"

GRAVEL BASE OVER A WELL COMPACTED (90%) SUBGRADE.

E. ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED OR BROOMED. ANY

"PLASTERING" OF NEW CONCRETE WILL BE DONE WHILE IT IS STILL "GREEN".

F. ALL JOINTS (CONTROL, CONSTRUCTION OR EXPANSION JOINTS, ETC.) WILL BE SEALED WITH A

ONE PART POLYURETHANE SEALANT (SEE SPECIFICATION).

2. ASPHALTIC CONCRETE PAVEMENT SHALL BE A MINIMUM 3" OVER 8" OF COMPACTED (95%) ROAD

BASE OVER PROPERLY PREPARED AND COMPACTED (90%) SUBGRADE, UNLESS NOTED

OTHERWISE. -SEE SPECIFICATIONS, AND DETAIL 'D1' SHEET C5.01

A. ASPHALT COMPACTION SHALL BE A MINIMUM 96% (MARSHALL DESIGN).

B. SURFACE COARSE SHALL BE ½ " MINUS. MIX DESIGN TO BE SUBMITTED FOR APPROVAL AT

LEAST TWO WEEKS PRIOR TO ANTICIPATED PAVING SCHEDULE.

C. AC PAVEMENT TO BE A ¼" ABOVE LIP OF ALL GUTTER AFTER COMPACTION.

D. THICKNESSES OVER 3" WILL BE LAID IN TWO LIFTS WITH THE FIRST LIFT BEING AN APPROVED

3/4" MINUS DESIGN.

1.6 GRADING / SOILS

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

AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT, WHICH BY REFERENCE ARE A

PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE

PRECEDENCE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, OR IN THE

SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN

THE SOILS REPORT AND THESE PLANS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE

SOILS REPORT.

3. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557, EXCEPT UNDER BUILDING FOUNDATIONS WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2%

ABOVE NOR 3% BELOW OPTIMUM.

4. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITH THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS

AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT.

5. SITE CLEARING SHALL INCLUDE THE LOCATING AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC.

6. ALL EXISTING VALVES, MANHOLES, ETC. SHALL BE RAISED OR LOWERED TO GRADE AS REQUIRED.

1.7 UTILITIES

1. 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 EITHER DIRECT OR THROUGH

BLUE STAKE TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION.

2. CONTRACTOR TO VERIFY BY POTHOLING BOTH THE VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLING ANY NEW LINES. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS

WORK FORCE.

3. CONTRACTOR MUST START AT LOW END OF ALL NEW GRAVITY UTILITY LINES. MECHANICAL

SUB-CONTRACTOR MUST BE PROVIDED CIVIL SITE DRAWINGS FOR COORDINATION AND TO CHECK THE FLOW FROM THE LOWEST POINT IN BUILDING TO THE FIELD VERIFIED CONNECTION AT THE EXISTING MAIN. NO EXTRA COMPENSATION IS TO BE PAID TO THE CONTRACTOR FOR WORK HAVING

TO BE REDONE DUE TO FAILURE TO COMPLY WITH THESE REQUIREMENTS.

4. CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, TYPE, AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY POTHOLING A MINIMUM OF 300 FEET AHEAD, PIPELINE CONSTRUCTION TO AVOID CONFLICTS WITH DESIGNED PIPELINE GRADE AND ALIGNMENT. EXISTING UTILITY INFORMATION

SHOWN ON PLANS OR OBTAINED FROM UTILITY COMPANIES OR BLUE STAKED MUST BE ASSUMED

AS APPROXIMATE, REQUIRING FIELD VERIFICATION.

5. CULINARY WATER AND FIRE SERVICE LINES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL

GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS.

6. SANITARY SEWER MAINS AND LATERALS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL

GOVERNING MUNICIPALITY SEWER DISTRICT STANDARDS AND SPECIFICATIONS.

7. STORM SEWER TO BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING MUNICIPALITY

STANDARDS AND SPECIFICATIONS.

8. ALL STORM DRAIN AND IRRIGATION CONDUITS SHALL BE INSTALLED WITH WATER TIGHT JOINTS

AND CONNECTIONS.

9. ALL STORM DRAIN PIPE PENETRATIONS INTO BOXES SHALL BE CONSTRUCTED WITH WATER TIGHT

SEALS ON THE OUTSIDE AND GROUTED SMOOTH WITH A NON-SHRINK GROUT ON THE INSIDE.

CONDUITS SHALL BE CUT OFF FLUSH WITH THE INSIDE OF THE BOX.

10. NO CHANGE IN THE DESIGN OF UTILITIES AS SHOWN WILL BE MADE BY THE CONTRACTOR WITHOUT

THE WRITTEN APPROVAL OF THE GOVERNING MUNICIPALITY, OR OTHER AUTHORITY HAVING

JURISDICTION OVER THAT UTILITY.

11. ALL STORM DRAIN CONDUITS AND BOXES SHALL BE CLEAN AND FREE OF ROCKS, DIRT, AND

CONSTRUCTION DEBRIS PRIOR TO FINAL INSPECTION.

1.8 SURVEY CONTROL

1. CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER THE

SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR THE ALIGNMENT AND

GRADE OF EACH MAIN AND/OR FACILITY AS SHOWN ON THE PLANS. THE STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITH CUTS AND/OR

FILLS TO THE APPROVED GRADE OF THE MAIN AND OR FACILITY AS SHOWN ON THE PLANS.

2. THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS FOR VERIFICATION PURPOSES.

3. CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL

MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE.

1.9 AMERICAN DISABILITIES ACT

1. PEDESTRIAN / ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS:

*ROUTES SHALL HAVE A 2.08% (1:48) MAXIMUM CROSS SLOPE.

*ROUTES SHALL HAVE A 5.00% (1:20) MAXIMUM RUNNING SLOPE.

*RAMPS SHALL HAVE A 8.33% (1:12) MAXIMUM RUNNING SLOPE.

2. ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.08% (1:48) MAXIMUM SURFACE

SLOPE IN ANY DIRECTION.

3. THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS. IN THE EVENT OF A

DISCREPANCY IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT/ENGINEER PRIOR TO ANY CONSTRUCTION.

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1. COMPLIANCE

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT

DOCUMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING

CODE, UTAH DRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND

SPECIFICATIONS, AND SLC PUBLIC UTILITIES MODIFICATIONS TO APWA STANDARD PLANS AND APPROVED MATERIALS AND SLC PUBLIC UTILITIES APWA SPECIFICATIONS MODIFICATIONS. THE

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

OTHERWISE NOTED AND APPROVED IN WRITING BY THE SALT LAKE CITY DIRECTOR OF PUBLIC

UTILITIES.

2. COORDINATION

THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL APPROPRIATE GOVERNMENT AND PRIVATE

ENTITIES ASSOCIATED WITH THE PROJECT. THE FOLLOWING MUST BE CONTACTED 48-HOURS PRIOR

TO CONSTRUCTION AS APPLICABLE TO THE PROJECT:

PUBLIC UTILITIES

- BACKFLOW PREVENTION - 483-6795

DEVELOPMENT REVIEW ENGINEERING - 483-6781

- INSPECTIONS, PERMITS, CONTRACTS & AGREEMENTS - 483-6727

- PRETREATMENT - 799-4002

- STORM WATER - 483-6751

SLC DEPARTMENTS

- ENGINEERING - PUBLIC WAY PERMITS AND ISSUES - 535-6248

- ENGINEERING - SUBDIVISIONS - 535-6159

- FIRE DEPARTMENT - 535-6636

PERMITS AND LICENSING (BLDG SERVICES) - 535-7752

- PLANNING AND ZONING - 535-7700

- TRANSPORTATION - 535-6630

- ALL OTHER POTENTIALLY IMPACTED GOVERNING AGENCIES OR ENTITIES

- ALL WATER USERS INVOLVED IN WATER MAIN SHUTDOWNS

- APPLICABLE SEWER, WATER AND DRAINAGE DISTRICTS

- BLUESTAKES LOCATING SERVICES - 532-5000

- COUNTY FIRE DEPARTMENT - 743-7231

- COUNTY FLOOD CONTROL - 468-2779

- COUNTY HEALTH DEPARTMENT - 385-468-3913

- COUNTY PUBLIC WAY PERMITS - 468-2241

- HOLLADAY CITY - 272-9450

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

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

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

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

- UTAH STATE ENGINEER - 538-7240

3. SCHEDULE

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

ENGINEERING OR SALT LAKE COUNTY REGULATIONS AS APPLICABLE FOR WORKING WITHIN THE

PUBLIC WAY.

4. PERMITS, FEES AND AGREEMENTS

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

APPLICABLE FEES PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT SALT LAKE CITY

ENGINEERING (535-6248) FOR PERMITS AND INSPECTIONS REQUIRED FOR ANY WORK CONDUCTED WITHIN SALT LAKE CITY'S PUBLIC RIGHT-OF-WAY. APPLICABLE UTILITY PERMITS MAY INCLUDE MAINLINE EXTENSION AGREEMENTS AND SERVICE CONNECTION PERMITS. ALL UTILITY WORK MUST

BE BONDED. ALL CONTRACTORS MUST BE LICENSED TO WORK ON CITY UTILITY MAINS.

CONSTRUCTION SITES MUST BE IN COMPLIANCE WITH THE UTAH POLLUTION DISCHARGE

ELIMINATION SYSTEM (UPDES) STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES (538-6923). A

COPY OF THE PERMIT'S STORM WATER POLLUTION PREVENTION PLAN MUST BE SUBMITTED TO

PUBLIC UTILITIES FOR REVIEW AND APPROVAL. ADDITIONAL WATER QUALITY AND EROSION CONTROL

MEASURES MAY BE REQUIRED. THE CONTRACTOR MUST ALSO COMPLY WITH SALT LAKE CITY'S

CLEAN WHEEL ORDINANCE.

5. ASPHALT AND SOIL TESTING

THE CONTRACTOR IS TO PROVIDE MARSHALL AND PROCTOR TEST DATA 24-HOURS PRIOR TO USE.

CONTRACTOR IS TO PROVIDE COMPACTION AND DENSITY TESTING AS REQUIRED BY SALT LAKE CITY

ENGINEERING, UDOT, SALT LAKE COUNTY OR OTHER GOVERNING ENTITY. TRENCH BACKFILL

MATERIAL AND COMPACTION TESTS ARE TO BE TAKEN PER APWA STANDARD SPECIFICATIONS,

SECTION 330520 - BACKFILLING TRENCHES, OR AS REQUIRED BY THE SLC PROJECT ENGINEER IF NATIVE MATERIALS ARE USED. NO NATIVE MATERIALS ARE ALLOWED WITHIN THE PIPE ZONE. THE MAXIMUM LIFTS FOR BACKFILLING EXCAVATIONS IS 8-INCHES. ALL MATERIALS AND COMPACTION TESTING IS TO BE PERFORMED BY A LAB RECOGNIZED AND ACCEPTED BY SALT LAKE COUNTY PUBLIC

WORKS AND/OR SALT LAKE CITY ENGINEERING.

6. TRAFFIC CONTROL AND HAUL ROUTES

TRAFFIC CONTROL MUST CONFORM TO THE MOST CURRENT EDITION OF SALT LAKE CITY TRAFFIC CONTROL MANUAL - PART 6 OF “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” FOR SALT LAKE

COUNTY AND STATE ROADS. SLC TRANSPORTATION MUST APPROVE ALL PROJECT HAUL ROUTES

(535-7129). THE CONTRACTOR MUST ALSO CONFORM TO UDOT, SALT LAKE COUNTY OR OTHER

APPLICABLE GOVERNING ENTITIES REQUIREMENTS FOR TRAFFIC CONTROL.

7. SURVEY CONTROL

CONTRACTOR MUST PROVDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR ALIGNMENT AND GRADE OF EACH MAIN AND/OR FACILITY AS APPROVED. THE STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITH CUTS AND/OR FILLS TO THE GRADE OF THE MAIN AND/OR FACILITY AS APPROVED. IN ADDITION, THE CONTRACTOR AND/OR SURVEYOR SHALL PROVIDE TO SALT LAKE CITY PUBLIC UTILITIES CUT SHEETS FILLED OUT COMPLETELY AND CLEARLY SHOWING THE PERTINENT GRADES, ELEVATIONS AND CUT/FILLS ASSOCIATED WITH THE FIELD STAKING OF THE MAIN AND/OR FACILITY. THE CUT SHEET FORM IS AVAILABLE AT THE CONTRACTS AND AGREEMENTS

OFFICE AT PUBLIC UTILITIES. ALL MAINS AND LATERALS NOT MEETING MINIMUM GRADE

REQUIREMENTS AS SPECIFIED BY ORDINANCE OR AS REQUIRED TO MEET THE MINIMUM REQUIRED

FLOWS OR AS APPROVED MUST BE REMOVED AND RECONSTRUCTED TO MEET DESIGN GRADE. THE

CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS UNTIL PUBLIC UTILITY SURVEYORS

COMPLETE FINAL MEASUREMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING,

MAINTAINING, OR RESTORING ALL MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE.

CONTACT THE COUNTY SURVEYOR (468-2028) FOR MONUMENT LOCATIONS AND CONSTRUCTION

REQUIREMENTS. ALL ELEVATIONS SHALL BE REFERENCED TO SALT LAKE CITY DATUM UNLESS NOTED

OTHERWISE ON THE PLANS.

8. ASPHALT GUARANTEE

THE CONTRACTOR SHALL REMOVE, DISPOSE OF, FURNISH AND PLACE PERMANENT ASPHALT PER

SALT LAKE CITY ENGINEERING, UDOT, COUNTY, OR OTHER GOVERNMENT STANDARDS AS

APPLICABLE TO THE PROJECT. THE CONTRACTOR SHALL GUARANTEE THE ASPHALT RESTORATION

FOR A PERIOD AS REQUIRED BY THE GOVERNING ENTITY.

9. TEMPORARY ASPHALT

IF THE CONTRACTOR CHOOSES TO WORK WITHIN THE PUBLIC WAY WHEN HOT MIX ASPHALT IS NOT

AVAILABLE, THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE APPROPRIATE GOVERNING

ENTITY PRIOR TO INSTALLING TEMPORARY ASPHALT SURFACING MATERIAL. WITHIN SALT LAKE CITY, WHEN PERMANENT ASPHALT BECOMES AVAILABLE, THE CONTRACTOR SHALL REMOVE THE

TEMPORARY ASPHALT, FURNISH AND INSTALL THE PERMANENT ASPHALT. THE CONTRACTOR SHALL GUARANTEE THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE GOVERNING ENTITY

FROM THE DATE OF COMPLETION.

10. SAFETY

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

11. 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 OF THE PUBLIC UTILITIES DIRECTOR.

12. 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.

13. 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.

14. WATER, FIRE, SANITARY SEWER AND STORM DRAINAGE UTILITIES

A. INSPECTIONS -

IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE ANY WATER, SEWER, BACKFLOW

AND DRAINAGE INSPECTION 48-HOURS IN ADVANCE TO WHEN NEEDED. CONTACT 483-6727 TO

SCHEDULE INSPECTIONS.

B. 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 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.

C. UTILITY LOCATIONS -

CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND

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

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

MATERIAL AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY POTHOLING A MINIMUM OF

300-FEET AHEAD OF SCHEDULED CONSTRUCTION IN ORDER TO IDENTIFY POTENTIAL

CONFLICTS AND PROBLEMS WITH FUTURE CONSTRUCTION ACTIVITIES. EXISTING UTILITY

INFORMATION OBTAINED FROM SLC PUBLIC UTILITIES' MAPS MUST BE ASSUMED AS

APPROXIMATE AND REQUIRING FIELD VERIFICATION. CONTACT BLUE STAKES OR

APPROPRIATE OWNER FOR COMMUNICATION LINE LOCATIONS.

D. 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.

E. FIELD CHANGES -

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

CONSTRUCTION PLANS/DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE SLC PUBLIC

UTILITIES DIRECTOR. CHANGES TO HYDRANT LOCATIONS AND/OR FIRE LINES MUST BE

REVIEWED AND APPROVED BY THE SALT LAKE CITY OR SALT LAKE COUNTY FIRE DEPARTMENT

(AS APPLICABLE TO THE PROJECT) AND PUBLIC UTILITIES.

F. 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 SLC PUBLIC UTILITIES PROJECT ENGINEER.

G. PUBLIC NOTICE FOR WATER MAIN SHUT DOWNS -

THROUGH THE SLC PUBLIC UTILITIES INSPECTOR AND WITH THE PUBLIC UTILITIES PROJECT

ENGINEER APPROVAL, SLC PUBLIC UTILITIES MUST BE CONTACTED AND APPROVE ALL WATER

MAIN SHUTDOWNS. ONCE APPROVED THE CONTRACTOR MUST NOTIFY ALL EFFECTED USERS

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

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

REQUIRE LONGER NOTICE PERIODS.

H. 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 SLC PUBLIC UTILITIES APPROVAL IS

REQUIRED. ADDITIONAL CONSTRUCTION MEASURES WILL BE REQUIRED FOR THESE

CONDITIONS.

I. SALVAGE -

ALL METERS MUST BE RETURNED TO PUBLIC UTILITIES, AND AT PUBLIC UTILITIES REQUEST

ALL SALVAGED PIPE AND/OR FITTINGS MUST BE RETURNED TO SLC PUBLIC UTILTIES (483-6727)

LOCATED AT 1530 SOUTH WEST TEMPLE.

J. SEWER MAIN AND LATERAL CONSTRUCTION REQUIREMENTS -

SLC PUBLIC UTILITIES MUST APPROVE ALL SEWER CONNECTIONS. ALL SEWER LATERALS

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

REQUIREMENTS. ALL 8-INCH AND LARGER SEWER CONNECTIONS MUST BE PETITIONED FOR AT

PUBLIC UTILTIES (483-6762) AND CONNECTED AT A MANHOLE. INSIDE DROPS IN MANHOLES

ARE NOT ALLOWED. A MINIMUM 4-FOOT BURY DEPTH IS REQUIRED ON ALL SEWER MAINS AND

LATERALS. CONTRACTOR SHALL INSTALL INVERT COVERS IN ALL SEWER MANHOLES WITHIN

THE PROJECT AREA.

CONTRACTOR TO PROVIDE AIR PRESSURE TESTING OF SEWER MAINS IN ACCORDANCE WITH

PIPE MANUFACTURERS RECOMMENDATIONS AND SALT LAKE CITY PUBLIC UTILITIES

REQUIREMENTS. ALL PVC SEWER MAIN AND LATERAL TESTING SHALL BE IN ACCORDANCE

WITH UNI-BELL UN-B-6-98 RECOMMENDED PRACTICE FOR LOW PRESSURE AIR TESTING OF

INSTALLED SEWER PIPE. CONTRACTOR SHALL PROVIDE SEWER LATERAL WATER TESTING AS

REQUIRED BY THE SALT LAKE CITY PUBLIC UTILITIES PROJECT ENGINEER OR INSPECTOR. A

MINIMUM OF 9-FEET OF HEAD PRESSURE IS REQUIRED AS MEASURED VERTICALLY FROM THE

HIGH POINT OF THE PIPELINE AND AT OTHER LOCATIONS ALONG THE PIPELINE AS

DETERMINED BY THE SLC PUBLIC UTILITIES PROJECT ENGINEER OR INSPECTOR. TESTING

TIME WILL BE NO LESS THAN AS SPECIFIED FOR THE AIR TEST DURATION IN TABLE I ON PAGE 12 OF UNI-B-6-98. ALL PIPES SUBJECT TO WATER TESTING SHALL BE FULLY VISIBLE TO THE

INSPECTOR DURING TESTING. TESTING MUST BE PERFORMED IN THE PRESENCE OF A SLC

PUBLIC UTILITIES REPRESENTATIVE. ALL VISIBLE LEAKAGE MUST BE REPAIRED TO THE

SATISFACTION OF THE SLC PUBLIC UTILITIES ENGINEER OR INSPECTOR.

K. WATER AND FIRE MAIN AND SERVICE CONSTRUCTION REQUIREMENTS -

SLC PUBLIC UTILITIES MUST 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 SLC PUBLIC UTILITIES

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 AS PER SLC APPROVED DETAIL DRAWINGS AND

SPECIFICATIONS. ALL EXPOSED NUTS AND BOLTS WILL BE COATED WITH CHEVRON FM1

GREASE PLUS MINIMUM 8 MIL THICKNESS PLASTIC. PROVIDE STAINLESS STEEL NUTS, BOLTS

AND WASHERS FOR HIGH GROUNDWATER/ SATURATED CONDITIONS AT FLANGE FITTINGS,

ETC.

ALL WATERLINES INSTALLATIONS AND TESTING TO BE IN ACCORDANCE WITH AWWA SECTIONS

C600, C601, C651, C206, C200, C900, C303 AWWA MANUAL M11 AND ALL OTHER…