Volume 2 of 2 Drawings - svwater.com

SOUTH SEWER INTERCEPTOR CIPP PROJECT

Volume 2 of 2Drawings

CONTRACT DOCUMENTSFOR THE CONSTRUCTION OF

April 2021

For Information Regarding this Project Contact:Brent Packer, P.E.154 East 14075 SouthDraper, Utah 84020(801) 495-2224

© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS

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MIDVALE

INTERSTATE

SANDY CITY

U T A

WEST JORDAN CITY

PROJECTLOCATION

U T A

UTAH

WASATCH

SALTLAKE

RICHWEBER

SAN JUAN

SUMMIT DAGGETT

UINTAH

DUCHESNE

GRAND

CARBON

SEVIER

CACHE

BOX ELDER

TOOELE

JUAB

MILLARD

UTAH

MORGAN

SANPETE

PIUTE

WAYNE

EMERY

BEAVER

IRONGARFIELD

KANE

DAVISWYOMING

COLORADO

NEVADA

IDAHO

ARIZONA

PROJECT LOCATION MAP

WASHINGTON

ST. GEORGE

SALT LAKE CITY

OGDEN

PROVO

MOAB

PARK CITY

CEDAR CITY

LOGAN

INTERSTATE

DELTA

WENDOVER

TREMONTON

TOOELE

DRAWINGS FOR CONSTRUCTION OF THESOUTH SEWER INTERCEPTOR CIPP PROJECT

WEST JORDAN, UTAH

PROJECT VICINITY MAP

PROJECTLOCATION

REV

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DRAWING NO.

P:\south valley wrf\177-20-01 south sewer interceptor cipp project\2.0 design phase\2.7 drawings\sht\1772001_G-01.dwg Plotted: 4/8/2021 3:35 PM By: Sarah Duckworth

APPR

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BLUE STAKES OF UTAHUtility Notification Center, Inc.

1-800-662-4111www.bluestakes.org

Dig Safely. Know what'sbelow.Callbefore you dig.

CALL BEFORE YOU DIG.

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7200 S

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48

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INTERSTATE

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INTERSTATE

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300 E

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UNION PACIFIC

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9000 S

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CENTER STREET

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7800 S

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700 W

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1300 W

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SVWRF

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INTERSTATE

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JORDAN RIVER

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IMAGE: BING

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#343839

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BRENT L.

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PACKER

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INDEX OF DRAWINGS

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SHT NO

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DWG NO

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DESCRIPTION

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GENERAL

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01

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G-01

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INDEX OF DRAWINGS, PROJECT LOCATION & VICINITY MAPS

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02

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G-02

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ABBREVIATIONS

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03

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G-03

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LEGEND AND SYMBOLS

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G-04

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GENERAL AND PROJECT NOTES

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G-05

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PROJECT NOTES CONTINUED

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G-06

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OVERALL CONSTRUCTION ACCESS AND BYPASS MAP

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G-07

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JVWCD CONSTRUCTION ACCESS AND STAGING AREA MAP

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G-08

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KEY SHEET

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CIVIL

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C-01

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SEWER PIPELINE AND MANHOLE REHABILITATION - 1

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C-02

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C-03

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C-04

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C-05

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C-06

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C-07

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C-08

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C-09

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C-10

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48-IN AND 60-IN PIPE PLAN AND PROFILE

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GENERAL CIVIL DETAILS

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GC-01

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GENERAL CIVIL DETAILS - 1

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GC-02

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GC-03

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GC-04

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GENERAL STRUCTURAL DETAILS

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GS-01

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CONFLUENCE STRUCTURE REPAIR AND COATINGS DETAILS

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RECORD DRAWINGS

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RD-01

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EXISTING MANHOLE NO. 38985

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RD-02

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EXISTING SOUTH CONFLUENCE STRUCTURE

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RD-03

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EXISTING NORTH CONFLUENCE STRUCTURE - 1

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RD-04

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EXISTING NORTH CONFLUENCE STRUCTURE - 2

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RD-05

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EXISTING 90-IN PIPELINE - 1

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RD-06

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RD-07

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RD-08

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RD-09

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EXISTING HEADWORKS BUILDING - 1

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RD-10

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RD-11

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RD-12

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RD-13

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IT'S FREE AND IT'S THE LAW.

REV

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@

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AT

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AASHTO

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AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS

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AB

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ANCHOR BOLT

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ABBR

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ABBREVIATION

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ABS

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ACRYLONITRILE-BUTADIENE-STYRENE

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AC

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ASPHALTIC CONCRETE OR ALTERNATING CURRENT OR ACTIVATED CARBON

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ACI

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AMERICAN CONCRETE INSTITUTE

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ACP

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ASPHALTIC CONCRETE PAVEMENT

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ADDL

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ADDITIONAL

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ADJ

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ADJACENT OR ADJUSTABLE

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AER

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AERATION

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AFF

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ABOVE FINISH FLOOR

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AGGR

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AGGREGATE

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AH

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AIR HANDLER

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AIR CONT

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AIR CONDITIONING

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AISC

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AMERICAN INSTITUTE OF STEEL CONSTRUCTION

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AL

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ALUMINUM, ALUM

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ALTN

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ALTERNATIVE, ALTERNATE

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ANOD

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ANODIZED

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ANSI

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AMERICAN NATIONAL STANDARDS INSTITUTE

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APPROX

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APPROXIMATE

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APVD

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APPROVED

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ARCH

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ARCHITECTURAL

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ARV

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AIR RELEASE VALVE

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ASME

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AMERICAN SOCIETY OF MECHANICAL ENGINEERS

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ASTM

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AMERICAN SOCIETY FOR TESTING AND MATERIAL

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ASSY

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ASSEMBLY

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AUTO

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AUTOMATIC

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AUX

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AUXILIARY

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AVAR

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AIR VACUUM AND AIR RELEASE VALVE

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AWS

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AMERICAN WELDING SOCIETY

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AWWA

AutoCAD SHX Text

AMERICAN WATER WORKS ASSOCIATION

AutoCAD SHX Text

B & S

AutoCAD SHX Text

BELL & SPIGOT

AutoCAD SHX Text

BC

AutoCAD SHX Text

BEGIN CURVE, BOLT CIRCLE

AutoCAD SHX Text

BF

AutoCAD SHX Text

BLIND FLANGE, BUTTERFLY VALVE

AutoCAD SHX Text

BFG

AutoCAD SHX Text

BELOW FINISH GRADE

AutoCAD SHX Text

BFP

AutoCAD SHX Text

BACK FLOW PREVENTER

AutoCAD SHX Text

BFV

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text

BHD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BHP

AutoCAD SHX Text

BRAKE HORSEPOWER

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BLK

AutoCAD SHX Text

BLACK OR BLOCK

AutoCAD SHX Text

BLKG

AutoCAD SHX Text

BLOCKING

AutoCAD SHX Text

BLT

AutoCAD SHX Text

BOLT

AutoCAD SHX Text

BM

AutoCAD SHX Text

BEAM, BENCH MARK

AutoCAD SHX Text

BO

AutoCAD SHX Text

BLOW-OFF ASSEMBLY, BLOW-OFF

AutoCAD SHX Text

BOT

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

BPS

AutoCAD SHX Text

BOOSTER PUMPING STATION

AutoCAD SHX Text

BPV

AutoCAD SHX Text

BACK PRESSURE VALVE

AutoCAD SHX Text

BRK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BTU

AutoCAD SHX Text

BRITISH THERMAL UNIT

AutoCAD SHX Text

BTWN

AutoCAD SHX Text

BETWEEN

AutoCAD SHX Text

BUR

AutoCAD SHX Text

BUILT-UP ROOFING

AutoCAD SHX Text

BVC

AutoCAD SHX Text

BEGIN VERTICAL CURVE

AutoCAD SHX Text

BVCE

AutoCAD SHX Text

BEGIN VERTICAL CURVE ELEVATION

AutoCAD SHX Text

BVCS

AutoCAD SHX Text

BEGIN VERTICAL CURVE STATION

AutoCAD SHX Text

BW

AutoCAD SHX Text

BACK WASH, FILTER BACKWASH

AutoCAD SHX Text

C

AutoCAD SHX Text

CENTIGRADE OR CELSIUS

AutoCAD SHX Text

CAB

AutoCAD SHX Text

CABINET

AutoCAD SHX Text

CAP

AutoCAD SHX Text

CAPACITY

AutoCAD SHX Text

CARV

AutoCAD SHX Text

COMBINATION AIR RELEASE VALVE

AutoCAD SHX Text

CB

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CC

AutoCAD SHX Text

CENTER TO CENTER

AutoCAD SHX Text

CCP

AutoCAD SHX Text

CONCRETE CYLINDER PIPE

AutoCAD SHX Text

CD

AutoCAD SHX Text

CEILING DIFFUSER CHEMICAL DRAIN AND VENT

AutoCAD SHX Text

CER

AutoCAD SHX Text

CERAMIC

AutoCAD SHX Text

CFH

AutoCAD SHX Text

CUBIC FEET PER HOUR

AutoCAD SHX Text

CFM

AutoCAD SHX Text

CUBIC FEET PER MINUTE

AutoCAD SHX Text

CFR

AutoCAD SHX Text

CODE OF FEDERAL REGULATIONS

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CUBIC FEET PER SECOND

AutoCAD SHX Text

CG

AutoCAD SHX Text

CHLORINE GAS

AutoCAD SHX Text

CGB

AutoCAD SHX Text

CORD GRIP BUSHING

AutoCAD SHX Text

CHBD

AutoCAD SHX Text

CHALKBOARD

AutoCAD SHX Text

CHEM

AutoCAD SHX Text

CHEMICAL

AutoCAD SHX Text

CHG

AutoCAD SHX Text

CHANGE

AutoCAD SHX Text

CHKD PL

AutoCAD SHX Text

CHECKERED PLATE

AutoCAD SHX Text

CI

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text

CIP

AutoCAD SHX Text

CAST IRON PIPE

AutoCAD SHX Text

CISP

AutoCAD SHX Text

CAST IRON SOIL PIPE

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CONSTRUCTION JOINT

AutoCAD SHX Text

CJP

AutoCAD SHX Text

COMPLETE JOINT PENETRATION

AutoCAD SHX Text

CL

AutoCAD SHX Text

CHLORINATOR, CHAIN LINK, CENTERLINE 0R CHLORINE

AutoCAD SHX Text

CLR

AutoCAD SHX Text

CLEAR, CLEARANCE

AutoCAD SHX Text

CLST

AutoCAD SHX Text

CEMENT LINED STEEL PIPE

AutoCAD SHX Text

CLSM

AutoCAD SHX Text

CONTROLLED LOW STRENGTH MATERIAL

AutoCAD SHX Text

CM

AutoCAD SHX Text

CENTIMETER

AutoCAD SHX Text

CML & C

AutoCAD SHX Text

CEMENT MORTAR LINED AND COATED

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CMU

AutoCAD SHX Text

CONCRETE MASONRY UNIT

AutoCAD SHX Text

CO

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

COL

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

COMM

AutoCAD SHX Text

COMMUNICATION

AutoCAD SHX Text

COMB

AutoCAD SHX Text

COMBINED

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONCRETE, CONCENTRIC

AutoCAD SHX Text

COND

AutoCAD SHX Text

CONDENSER, CONDENSATE

AutoCAD SHX Text

CONN

AutoCAD SHX Text

CONNECTION

AutoCAD SHX Text

CONST

AutoCAD SHX Text

CONSTRUCTION, CONSTRUCT

AutoCAD SHX Text

CONT

AutoCAD SHX Text

CONTINUED, CONTINUOUS, CONTINUATION

AutoCAD SHX Text

COORD

AutoCAD SHX Text

COORDINATE

AutoCAD SHX Text

COP

AutoCAD SHX Text

COPPER

AutoCAD SHX Text

COTG

AutoCAD SHX Text

CLEAN-OUT TO GRADE

AutoCAD SHX Text

CPLG

AutoCAD SHX Text

COUPLING

AutoCAD SHX Text

CPS

AutoCAD SHX Text

CULINARY PUMP STATION

AutoCAD SHX Text

CPVC

AutoCAD SHX Text

CHLORINATED POLYVINYL CHLORIDE

AutoCAD SHX Text

CS

AutoCAD SHX Text

CAST STEEL OR CAUSTIC SODA

AutoCAD SHX Text

CTRD

AutoCAD SHX Text

CENTERED

AutoCAD SHX Text

CTR

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

CTSK

AutoCAD SHX Text

COUNTERSUNK

AutoCAD SHX Text

CU FT

AutoCAD SHX Text

CUBIC FOOT

AutoCAD SHX Text

CU IN

AutoCAD SHX Text

CUBIC INCH

AutoCAD SHX Text

CU YD

AutoCAD SHX Text

CUBIC YARD

AutoCAD SHX Text

CULV

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

CV

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

CW

AutoCAD SHX Text

COLD WATER

AutoCAD SHX Text

CWO

AutoCAD SHX Text

CHAIN WHEEL OPERATOR

AutoCAD SHX Text

CYL

AutoCAD SHX Text

CYLINDER

AutoCAD SHX Text

d

AutoCAD SHX Text

PENNY

AutoCAD SHX Text

DBA

AutoCAD SHX Text

DEFORMED ANCHOR

AutoCAD SHX Text

DBL

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

DC

AutoCAD SHX Text

DIRECT CURRENT

AutoCAD SHX Text

DEG

AutoCAD SHX Text

DEGREE

AutoCAD SHX Text

DEMO

AutoCAD SHX Text

DEMOLITION, DEMOLISH

AutoCAD SHX Text

DEQ

AutoCAD SHX Text

DEPARTMENT OF ENVIRONMENTAL QUALITY

AutoCAD SHX Text

DET

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

DI

AutoCAD SHX Text

DUCTILE IRON, DROP INLET

AutoCAD SHX Text

DIA

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

DIAG

AutoCAD SHX Text

DIAGONAL

AutoCAD SHX Text

DIAPH

AutoCAD SHX Text

DIAPHRAGM

AutoCAD SHX Text

DIFF

AutoCAD SHX Text

DIFFUSER

AutoCAD SHX Text

DIM

AutoCAD SHX Text

DIMENSION

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

DIR

AutoCAD SHX Text

DIRECTION

AutoCAD SHX Text

DISCH

AutoCAD SHX Text

DISCHARGE

AutoCAD SHX Text

DIST

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text

DIV

AutoCAD SHX Text

DIVISION

AutoCAD SHX Text

D-LOAD

AutoCAD SHX Text

LOADING CONDITION FOR RCP

AutoCAD SHX Text

DMPR

AutoCAD SHX Text

DAMPER

AutoCAD SHX Text

DN

AutoCAD SHX Text

DOWN, DECANT

AutoCAD SHX Text

DOT

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

DP

AutoCAD SHX Text

DAMP PROOFING

AutoCAD SHX Text

DR

AutoCAD SHX Text

DOOR, DRAIN

AutoCAD SHX Text

DS

AutoCAD SHX Text

DRENCH SHOWER & EYE WASH, DOWNSPOUT

AutoCAD SHX Text

DWG

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DWL

AutoCAD SHX Text

DOWEL

AutoCAD SHX Text

E(UG)

AutoCAD SHX Text

ELECTRICAL (UNDERGROUND)

AutoCAD SHX Text

E(OH)

AutoCAD SHX Text

ELECTRICAL (OVERHEAD POWER)

AutoCAD SHX Text

E

AutoCAD SHX Text

EAST

AutoCAD SHX Text

EA

AutoCAD SHX Text

EACH

AutoCAD SHX Text

EB

AutoCAD SHX Text

EXPANSION BOLT

AutoCAD SHX Text

EC

AutoCAD SHX Text

END CURVE

AutoCAD SHX Text

ECC

AutoCAD SHX Text

ECCENTRIC

AutoCAD SHX Text

EF

AutoCAD SHX Text

EACH FACE, EXHAUST FAN

AutoCAD SHX Text

EFF

AutoCAD SHX Text

EFFLUENT

AutoCAD SHX Text

EG

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EL

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

ELB

AutoCAD SHX Text

ELBOW

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELECTRICAL, ELECTRONIC

AutoCAD SHX Text

EMB

AutoCAD SHX Text

EMBEDMENT

AutoCAD SHX Text

EMER

AutoCAD SHX Text

EMERGENCY

AutoCAD SHX Text

ENCL

AutoCAD SHX Text

ENCLOSURE

AutoCAD SHX Text

ENG

AutoCAD SHX Text

ENGINE

AutoCAD SHX Text

ENGR

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

EP

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EPDM

AutoCAD SHX Text

ETHYL PROPYLENE DIENE MONOMER

AutoCAD SHX Text

EPS

AutoCAD SHX Text

EXPANDED POLYSTYRENE

AutoCAD SHX Text

EQ

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

EQL SP

AutoCAD SHX Text

EQUALLY SPACED

AutoCAD SHX Text

EQUIP

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

ETC

AutoCAD SHX Text

ETCETERA

AutoCAD SHX Text

EVAP

AutoCAD SHX Text

EVAPORATOR

AutoCAD SHX Text

EVC

AutoCAD SHX Text

END VERTICAL CURVE

AutoCAD SHX Text

EVCE

AutoCAD SHX Text

END VERTICAL CURVE ELEVATION

AutoCAD SHX Text

EVCS

AutoCAD SHX Text

END VERTICAL CURVE STATION

AutoCAD SHX Text

EW

AutoCAD SHX Text

EACH WAY, EYE WASH

AutoCAD SHX Text

EXH

AutoCAD SHX Text

EXHAUST

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXP ANR

AutoCAD SHX Text

EXPANSION BOLT, ANCHOR

AutoCAD SHX Text

EXP JT

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

EXT

AutoCAD SHX Text

EXTERIOR, EXTENSION, EXTERNAL

AutoCAD SHX Text

F

AutoCAD SHX Text

FAHRENHEIT, FACE

AutoCAD SHX Text

F TO F

AutoCAD SHX Text

FACE TO FACE

AutoCAD SHX Text

FAB

AutoCAD SHX Text

FABRICATION, FABRICATE, OR FABRICATED

AutoCAD SHX Text

FB

AutoCAD SHX Text

FLAT BAR

AutoCAD SHX Text

FC

AutoCAD SHX Text

FLEXIBLE COUPLING

AutoCAD SHX Text

FCA

AutoCAD SHX Text

FLANGE COUPLING ADAPTER

AutoCAD SHX Text

FCO

AutoCAD SHX Text

FLOOR CLEANOUT

AutoCAD SHX Text

FD

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

FDN

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

FDR

AutoCAD SHX Text

FEEDER

AutoCAD SHX Text

FEXT

AutoCAD SHX Text

FIRE EXTINGUISHER

AutoCAD SHX Text

FF

AutoCAD SHX Text

FLAT FACE, FAR FACE, FINISH FLOOR

AutoCAD SHX Text

FG

AutoCAD SHX Text

FINISH GRADE, FLOW GLASS

AutoCAD SHX Text

FH

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

FLR

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

FL

AutoCAD SHX Text

FLOW LINE

AutoCAD SHX Text

FLEX

AutoCAD SHX Text

FLEXIBLE

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLANGE

AutoCAD SHX Text

FM

AutoCAD SHX Text

FORCE MAIN (SANITARY SEWER)

AutoCAD SHX Text

FND

AutoCAD SHX Text

FOUND

AutoCAD SHX Text

FNSH

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

FO

AutoCAD SHX Text

FIBER OPTIC

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FIBERGLASS REINFORCED PLASTIC

AutoCAD SHX Text

FW

AutoCAD SHX Text

FINISH WATER

AutoCAD SHX Text

FWR

AutoCAD SHX Text

FINISH WATER RESERVOIR

AutoCAD SHX Text

G

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GA

AutoCAD SHX Text

GAGE, GAUGE

AutoCAD SHX Text

GAL

AutoCAD SHX Text

GALLON

AutoCAD SHX Text

GALV

AutoCAD SHX Text

GALVANIZED

AutoCAD SHX Text

GEN

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

GFI

AutoCAD SHX Text

GROUND FAULT INTERRUPTER

AutoCAD SHX Text

GI

AutoCAD SHX Text

GALVANIZED IRON

AutoCAD SHX Text

GIS

AutoCAD SHX Text

GEOGRAPHIC INFORMATION SYSTEM

AutoCAD SHX Text

GL

AutoCAD SHX Text

GLASS

AutoCAD SHX Text

GLAZ

AutoCAD SHX Text

GLAZING

AutoCAD SHX Text

GLV

AutoCAD SHX Text

GLOBE VALVE

AutoCAD SHX Text

GND

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

GPD

AutoCAD SHX Text

GALLONS PER DAY

AutoCAD SHX Text

GPH

AutoCAD SHX Text

GALLONS PER HOUR

AutoCAD SHX Text

GPM

AutoCAD SHX Text

GALLONS PER MINUTE

AutoCAD SHX Text

GR

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

GR BRK

AutoCAD SHX Text

GRADE BREAK, GRADE CHANGE

AutoCAD SHX Text

GRTG

AutoCAD SHX Text

GRATING

AutoCAD SHX Text

GRV

AutoCAD SHX Text

GROOVED

AutoCAD SHX Text

GSP

AutoCAD SHX Text

GALVANIZED STEEL PIPE

AutoCAD SHX Text

GV

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

GYP

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text

H

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

HAS

AutoCAD SHX Text

HEADED ANCHOR STUD

AutoCAD SHX Text

HB

AutoCAD SHX Text

HOSE BIBB

AutoCAD SHX Text

HD

AutoCAD SHX Text

HUB DRAIN

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE

AutoCAD SHX Text

HDR

AutoCAD SHX Text

HEADER

AutoCAD SHX Text

HDW

AutoCAD SHX Text

HARDWARE

AutoCAD SHX Text

HEX

AutoCAD SHX Text

HEXAGONAL

AutoCAD SHX Text

HGR

AutoCAD SHX Text

HANGER

AutoCAD SHX Text

HM

AutoCAD SHX Text

HOLLOW METAL

AutoCAD SHX Text

HORIZ

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

HP

AutoCAD SHX Text

HORSEPOWER, HIGH PRESSURE,HEAT PUMP, HIGH POINT

AutoCAD SHX Text

HR

AutoCAD SHX Text

HEATING RETURN, HOUR, HOSE RACK

AutoCAD SHX Text

HS

AutoCAD SHX Text

HIGH STRENGTH

AutoCAD SHX Text

HSS

AutoCAD SHX Text

HOLLOW STRUCTURAL SECTION

AutoCAD SHX Text

HTG

AutoCAD SHX Text

HEATING

AutoCAD SHX Text

HTR

AutoCAD SHX Text

HEATER

AutoCAD SHX Text

HV

AutoCAD SHX Text

HOSE VALVE

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

HEATING, VENTILATING AND AIR CONDITIONING

AutoCAD SHX Text

HWL

AutoCAD SHX Text

HIGH WATER LEVEL

AutoCAD SHX Text

HWO

AutoCAD SHX Text

HANDWHEEL OPERATED

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYDRANT, HYDRAULIC

AutoCAD SHX Text

ICFM

AutoCAD SHX Text

INLET CUBIC FEET PER MINUTE

AutoCAD SHX Text

ID

AutoCAD SHX Text

INSIDE DIAMETER

AutoCAD SHX Text

IE

AutoCAD SHX Text

INVERT ELEVATION

AutoCAD SHX Text

IF

AutoCAD SHX Text

INSIDE FACE

AutoCAD SHX Text

IN

AutoCAD SHX Text

INCH

AutoCAD SHX Text

IN LB

AutoCAD SHX Text

INCH-POUND

AutoCAD SHX Text

INFL

AutoCAD SHX Text

INFLUENT

AutoCAD SHX Text

INSUL

AutoCAD SHX Text

INSULATING

AutoCAD SHX Text

INVT

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

IOB

AutoCAD SHX Text

INLET OUTLET BYPASS

AutoCAD SHX Text

IPS

AutoCAD SHX Text

IRON PIPE SIZE

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRRIGATION

AutoCAD SHX Text

JA

AutoCAD SHX Text

JORDAN AQUEDUCT

AutoCAD SHX Text

JT

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

JTS

AutoCAD SHX Text

JOINTS

AutoCAD SHX Text

JVWTP

AutoCAD SHX Text

JORDAN VALLEY WATER TREATMENT PLANT

AutoCAD SHX Text

K

AutoCAD SHX Text

KELVIN, KILO OR THOUSAND POUNDS

AutoCAD SHX Text

KG

AutoCAD SHX Text

KILOGRAM

AutoCAD SHX Text

KV

AutoCAD SHX Text

KILOVOLT

AutoCAD SHX Text

KW

AutoCAD SHX Text

KILOWATT

AutoCAD SHX Text

KWH

AutoCAD SHX Text

KILOWATT HOUR

AutoCAD SHX Text

L

AutoCAD SHX Text

LEFT OR LITER

AutoCAD SHX Text

LAB

AutoCAD SHX Text

LABORATORY

AutoCAD SHX Text

LAV

AutoCAD SHX Text

LAVATORY

AutoCAD SHX Text

LB

AutoCAD SHX Text

POUND

AutoCAD SHX Text

LC

AutoCAD SHX Text

LENGTH OF CURVE

AutoCAD SHX Text

LF

AutoCAD SHX Text

LINEAR FEET

AutoCAD SHX Text

LG

AutoCAD SHX Text

LENGTH OR LONG

AutoCAD SHX Text

LH

AutoCAD SHX Text

LEFT HAND

AutoCAD SHX Text

LIP

AutoCAD SHX Text

LIP OF GUTTER

AutoCAD SHX Text

LL

AutoCAD SHX Text

LIVE LOAD

AutoCAD SHX Text

LLV

AutoCAD SHX Text

LONG LEG VERTICAL

AutoCAD SHX Text

LOL

AutoCAD SHX Text

LENGTH OF LINE

AutoCAD SHX Text

LP

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

LR

AutoCAD SHX Text

LONG RADIUS

AutoCAD SHX Text

LT

AutoCAD SHX Text

LIGHT, LEFT

AutoCAD SHX Text

LVL

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

LWL

AutoCAD SHX Text

LOW WATER LEVEL

AutoCAD SHX Text

LWR

AutoCAD SHX Text

LOWER

AutoCAD SHX Text

M

AutoCAD SHX Text

METER, MALE (PIPE THREAD)

AutoCAD SHX Text

MACH

AutoCAD SHX Text

MACHINE

AutoCAD SHX Text

MAN

AutoCAD SHX Text

MAGNETIC, MANUAL

AutoCAD SHX Text

MATL

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

MAX

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text

MB

AutoCAD SHX Text

MACHINE BOLT

AutoCAD SHX Text

MCC

AutoCAD SHX Text

MOTOR CONTROL CENTER

AutoCAD SHX Text

MECH

AutoCAD SHX Text

MECHANICAL, MECHANISM

AutoCAD SHX Text

MEMB

AutoCAD SHX Text

MEMBRANE

AutoCAD SHX Text

MET

AutoCAD SHX Text

METAL

AutoCAD SHX Text

MFR

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

MG

AutoCAD SHX Text

MILLION GALLONS

AutoCAD SHX Text

MGD

AutoCAD SHX Text

MILLION GALLONS PER DAY

AutoCAD SHX Text

MH

AutoCAD SHX Text

MANHOLE, MONORAIL HOIST

AutoCAD SHX Text

MI

AutoCAD SHX Text

MALLEABLE IRON

AutoCAD SHX Text

MID

AutoCAD SHX Text

MIDDLE

AutoCAD SHX Text

MIL

AutoCAD SHX Text

1/1,000 INCH

AutoCAD SHX Text

MIN

AutoCAD SHX Text

MINIMUM OR MINUTE

AutoCAD SHX Text

MISC

AutoCAD SHX Text

MISCELLANEOUS

AutoCAD SHX Text

MJ

AutoCAD SHX Text

MECHANICAL JOINT

AutoCAD SHX Text

MO

AutoCAD SHX Text

MASONRY OPENING

AutoCAD SHX Text

MPH

AutoCAD SHX Text

MILES PER HOUR

AutoCAD SHX Text

MTG

AutoCAD SHX Text

MOUNTING

AutoCAD SHX Text

MTL

AutoCAD SHX Text

METAL OR MATERIAL

AutoCAD SHX Text

MTR

AutoCAD SHX Text

MOTOR

AutoCAD SHX Text

MWS

AutoCAD SHX Text

MAXIMUM WATER SURFACE

AutoCAD SHX Text

N

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NAVD

AutoCAD SHX Text

NORTH AMERICAN VERTICAL DATUM

AutoCAD SHX Text

NBS

AutoCAD SHX Text

NATIONAL BUREAU OF STANDARDS

AutoCAD SHX Text

NC

AutoCAD SHX Text

NORMALLY CLOSED

AutoCAD SHX Text

NE

AutoCAD SHX Text

NORTHEAST

AutoCAD SHX Text

NEC

AutoCAD SHX Text

NATIONAL ELECTRIC CODE

AutoCAD SHX Text

NEMA

AutoCAD SHX Text

NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION

AutoCAD SHX Text

NF

AutoCAD SHX Text

NEAR FACE

AutoCAD SHX Text

NFPA

AutoCAD SHX Text

NATIONAL FIRE PROTECTION ASSOCIATION

AutoCAD SHX Text

NIC

AutoCAD SHX Text

NOT IN CONTRACT

AutoCAD SHX Text

NO

AutoCAD SHX Text

NUMBER OR NORMALLY OPEN

AutoCAD SHX Text

NOM

AutoCAD SHX Text

NOMINAL

AutoCAD SHX Text

NPT

AutoCAD SHX Text

NATIONAL PIPE THREAD

AutoCAD SHX Text

NS

AutoCAD SHX Text

NEAR SIDE

AutoCAD SHX Text

NSF

AutoCAD SHX Text

NATIONAL SCIENCE FOUNDATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NW

AutoCAD SHX Text

NORTHWEST

AutoCAD SHX Text

O TO O

AutoCAD SHX Text

OUT TO OUT

AutoCAD SHX Text

OC

AutoCAD SHX Text

ON CENTER, OVER-CROSSING

AutoCAD SHX Text

OD

AutoCAD SHX Text

OUTSIDE DIAMETER, OVERALL DIMENSION

AutoCAD SHX Text

OF

AutoCAD SHX Text

OUTSIDE FACE, OVERFLOW

AutoCAD SHX Text

OFS

AutoCAD SHX Text

OVERFLOW STRUCTURE

AutoCAD SHX Text

OH

AutoCAD SHX Text

OVERHEAD

AutoCAD SHX Text

OPER

AutoCAD SHX Text

OPERATOR, OPERATING

AutoCAD SHX Text

OPNG

AutoCAD SHX Text

OPENING

AutoCAD SHX Text

OPP

AutoCAD SHX Text

OPPOSITE

AutoCAD SHX Text

ORIG

AutoCAD SHX Text

ORIGINAL

AutoCAD SHX Text

OVHD

AutoCAD SHX Text

OVERHEAD

AutoCAD SHX Text

OZ

AutoCAD SHX Text

OUNCE

AutoCAD SHX Text

PC

AutoCAD SHX Text

PORTLAND CEMENT, POINT OF CURVE OR PRIMARY CLARIFIER

AutoCAD SHX Text

PCC

AutoCAD SHX Text

PORTLAND CEMENT CONCRETE

AutoCAD SHX Text

PCF

AutoCAD SHX Text

POUNDS PER CUBIC FOOT

AutoCAD SHX Text

PE

AutoCAD SHX Text

PLAIN END, POLYELECTROLYTE POLYMER, POLYETHYLENE

AutoCAD SHX Text

PG

AutoCAD SHX Text

PRESSURE GAUGE

AutoCAD SHX Text

pH

AutoCAD SHX Text

HYDROGEN ION CONCENTRATION

AutoCAD SHX Text

PI

AutoCAD SHX Text

PLANT INFLUENT, POINT OF INTERSECTION

AutoCAD SHX Text

PJF

AutoCAD SHX Text

PREMOLDED JOINT FILLER

AutoCAD SHX Text

PL

AutoCAD SHX Text

PLATE, PROPERTY LINE, PLACE

AutoCAD SHX Text

PLYWD

AutoCAD SHX Text

PLYWOOD

AutoCAD SHX Text

PM

AutoCAD SHX Text

PUMP, PROPELLER METER

AutoCAD SHX Text

POB

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text

PP

AutoCAD SHX Text

POTASSIUM PERMANGANATE

AutoCAD SHX Text

PPD

AutoCAD SHX Text

POUNDS PER DAY

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PPH

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POUNDS PER HOUR

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PPM

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PARTS PER MILLION

AutoCAD SHX Text

PR

AutoCAD SHX Text

PAIR

AutoCAD SHX Text

PRC

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POINT OF REVERSE CURVE

AutoCAD SHX Text

PREFAB

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PREFABRICATED

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PRI

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PRIMARY

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PRV

AutoCAD SHX Text

PRESSURE REGULATING/REDUCING VALVE

AutoCAD SHX Text

PS

AutoCAD SHX Text

PRESSURE SWITCH, PUMP STATION

AutoCAD SHX Text

PSF

AutoCAD SHX Text

POUNDS PER SQUARE FOOT

AutoCAD SHX Text

PSI

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POUNDS PER SQUARE INCH

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PSIG

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POUNDS PER SQUARE INCH GAUGE

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PT

AutoCAD SHX Text

POINT OF TANGENT, PRESSURE TREATED

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PTDF

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PRESSURE TREATED DOUGLAS FIR

AutoCAD SHX Text

PV

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PAVEMENT

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PVC

AutoCAD SHX Text

POLYVINYL CHLORIDE

AutoCAD SHX Text

PVI

AutoCAD SHX Text

POINT OF VERTICAL INTERSECTION

AutoCAD SHX Text

PW

AutoCAD SHX Text

POTABLE WATER

AutoCAD SHX Text

RAD

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

RC

AutoCAD SHX Text

REINFORCED CONCRETE

AutoCAD SHX Text

RCP

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

RD

AutoCAD SHX Text

ROOF DRAIN OR ROAD

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RDCR

AutoCAD SHX Text

REDUCER, REDUCING

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RECIRC

AutoCAD SHX Text

RECIRCULATION

AutoCAD SHX Text

RED

AutoCAD SHX Text

REDUCING

AutoCAD SHX Text

REF

AutoCAD SHX Text

REFERENCE, REFER

AutoCAD SHX Text

REG

AutoCAD SHX Text

REGULATING, REGISTER

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REINF

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REINFORCE, REINFORCED

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REQD

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REQUIRED

AutoCAD SHX Text

REV

AutoCAD SHX Text

REVISION

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RF

AutoCAD SHX Text

ROOF, RAISED FACE

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RND

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ROUND

AutoCAD SHX Text

RPM

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REVOLUTIONS PER MINUTE

AutoCAD SHX Text

RP

AutoCAD SHX Text

RADIUS POINT

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RS

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RAW SEWAGE

AutoCAD SHX Text

RST

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REINFORCING STEEL, RESET

AutoCAD SHX Text

RT

AutoCAD SHX Text

REGULATING TANK, RADIOGRAPHIC, RIGHT

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RV

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ROOF VENT

AutoCAD SHX Text

R/W

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

RW

AutoCAD SHX Text

RAW WATER

AutoCAD SHX Text

S

AutoCAD SHX Text

SOUTH, SECOND

AutoCAD SHX Text

SA

AutoCAD SHX Text

SAMPLE, SAMPLE LINE

AutoCAD SHX Text

SCFM

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STANDARD CUBIC FEET PER MINUTE

AutoCAD SHX Text

SCH

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

SD

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STORM DRAIN

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SECT

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SHT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SIM

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SIMILAR

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SLP

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SLOPE

AutoCAD SHX Text

SP

AutoCAD SHX Text

SPACING, STATIC PRESSURE

AutoCAD SHX Text

SPA

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SPACED

AutoCAD SHX Text

SPEC

AutoCAD SHX Text

SPECIFIED, SPECIFICATION

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SPECS

AutoCAD SHX Text

SPECIFICATIONS

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SPG

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SPACING

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SPKR

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SPEAKER

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SPLY

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SUPPLY

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SPRT

AutoCAD SHX Text

SUPPORT

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SQ

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SQUARE

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SQ FT

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SQUARE FOOT

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SR

AutoCAD SHX Text

SUPPLY REGISTER

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SS

AutoCAD SHX Text

SANITARY SEWER, SERVICE SINK

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SST

AutoCAD SHX Text

STAINLESS STEEL

AutoCAD SHX Text

STA

AutoCAD SHX Text

STATION

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STD

AutoCAD SHX Text

STANDARD

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STIFF

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STIFFENER

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STL

AutoCAD SHX Text

STEEL

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STRL

AutoCAD SHX Text

STRUCTURAL

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SUC

AutoCAD SHX Text

STRUCTURAL UNDERDRAIN COLLECTOR

AutoCAD SHX Text

SWA

AutoCAD SHX Text

SOUTHWEST AQUEDUCT

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SYM

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SYMBOL

AutoCAD SHX Text

SYMM

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SYMMETRICAL

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SYS

AutoCAD SHX Text

SYSTEM

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T

AutoCAD SHX Text

THICKNESS, TOP, TOILET

AutoCAD SHX Text

T&B

AutoCAD SHX Text

TOP AND BOTTOM

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T&G

AutoCAD SHX Text

TONGUE AND GROOVE

AutoCAD SHX Text

TAN

AutoCAD SHX Text

TANGENT

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TBC

AutoCAD SHX Text

TOP BACK OF CURB

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TBM

AutoCAD SHX Text

TEMPORARY BENCH MARK

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TDH

AutoCAD SHX Text

TOTAL DYNAMIC HEAD

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TECH

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TECHNICAL

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TEL

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TELEPHONE

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TEMP

AutoCAD SHX Text

TEMPERATURE, TEMPORARY

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THK

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THICK

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THR'D

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THREADED

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TK

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TANK

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TO

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TOP OF

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TOC

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TOP OF CONCRETE

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TOG

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TOP OF GRADE

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TP

AutoCAD SHX Text

TELEPHONE POLE, TURNING POINT

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TW

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TOP OF WALL

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TYP

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TYPICAL

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UBC

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UNIFORM BUILDING CODE

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UD

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UNDERDRAIN

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UG

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UNDERGROUND

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UH

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UNIT HEATER

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UL

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UNDERWRITERS LABORATORIES

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UNO

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UNLESS NOTED OTHERWISE

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USBR

AutoCAD SHX Text

U.S. BUREAU OF RECLAMATION

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V

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VALVE, VENT, VOLT, VACUUM

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VAR

AutoCAD SHX Text

VARIES, OR VARIABLE

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VC

AutoCAD SHX Text

VERTICAL CURVE

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VCP

AutoCAD SHX Text

VITRIFIED CLAY PIPE

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VERT

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VERTICAL

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VIC

AutoCAD SHX Text

VICTAULIC COUPLING

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VOL

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VOLUME

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VPI

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VERTICAL POINT OF INFLECTION

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VSS

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VOLATILE SUSPENDED SOLIDS

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VTC

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VENT THROUGH CEILING

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VTR

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VENT THROUGH ROOF

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W

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WEST, WASTE, WIDE FLANGE (BEAM)

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W/

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WITH

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W/O

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WITHOUT

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WC

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WATER COLUMN OR WATER CLOSET

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WCO

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WALL CLEANOUT

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WD

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WOOD

AutoCAD SHX Text

WH

AutoCAD SHX Text

WATER HEATER

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WS

AutoCAD SHX Text

WATER STOP, WATER SURFACE

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WSP

AutoCAD SHX Text

WELDED STEEL PIPE

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WSTP

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WATER STOP

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WT

AutoCAD SHX Text

WEIGHT

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WWM

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WELDED WIRE MESH

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XMFR

AutoCAD SHX Text

TRANSFORMER

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XMTR

AutoCAD SHX Text

TRANSMITTER

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XS

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EXTRA STRONG

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YD

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YARD

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YP

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YARD PIPING

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YR

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YEAR

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L

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I

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C

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E

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N

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S

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E

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D

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P

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R

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O

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F

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E

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S

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S

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I

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O

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N

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A

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L

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E

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N

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G

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I

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N

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E

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E

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R

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#343839

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BRENT L.

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S

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T

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A

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T

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E

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O

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F

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U

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T

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A

AutoCAD SHX Text

H

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PACKER

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A

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C-10

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ATMS CABLE COMMUNICATION BURIED COMMUNICATION OVERHEAD ELECTRICAL BURIED ELECTRICAL OVERHEAD FIBER OPTICS OVERHEAD FIBER OPTICS UNDERGROUND GAS IRRIGATION PETROLEUM LINE SANITARY SEWER STORM DRAIN TELEPHONE BURIED TELEPHONE OVERHEAD WATERLINE

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ATMS

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CTV

AutoCAD SHX Text

C(ug)

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COMM

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P(ug)

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OHP

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FO

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G

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IRR

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PETRO

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SS

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SD

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T(ug)

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TEL

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W

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CABLE BOX CATCH BASIN ELECTRICAL BOX HYDRANT GAS MANHOLE SEWER MANHOLE STORM DRAIN MANHOLE TELEPHONE MANHOLE WATER MANHOLE WATER METER

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WM

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SECTION LINE PROPERTY LINE EASEMENT PARCEL RIGHT-OF-WAY NEW ASPHALT EXISTING ASPHALT CENTERLINE CONTOUR LINE, FINISHED GRADE CONTOUR LINE, EXISTING GRADE FINISHED ELEVATION EXISTING ELEVATION CUT OR FILL SLOPE SILT FENCE FENCE RAILING DITCH CULVERT RIPRAP TREE LINE/VEGETATION EXISTING STRUCTURE OR FACILITY NEW STRUCTURE OR FACILITY FUTURE STRUCTURE OR FACILITY NEW PIPELINE (CIVIL SHEETS) NEW PIPELINE 10" DIA AND EXISTING UTILITY PIPELINE

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COORDINATE IDENTIFICATION ELEVATION INDICATOR SECTION CORNER BENCH MARK MONUMENT INDICATOR POTHOLE TEST HOLE BORING HOLE

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LIQUID SURFACE EL

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HOSE BIBB (H/B)

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SLUICE GATE

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SLIDE GATE

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STOP GATE

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CHANGE IN PIPING MATERIAL

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24" RCP-RW

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FE

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FHC

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UNIT HEATER

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FIRE EXTINGUISHER

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FIRE HOSE CABINET

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WCO

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WCO

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REDUCER OR INCREASER

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DRAIN TRAP

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FLOOR SINK

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FLOOR DRAIN

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HUB DRAIN

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BLOW OFF ASSEMBLY

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CLEANOUT TO GRADE

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FLOOR CLEANOUT

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WALL CLEANOUT

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PRESSURE CLEANOUT TO GRADE

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COTG

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FCO

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FCO

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PCOTG

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COTG

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SPAN

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PLASTIC, RUBBER OR NEOPRENE

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GRATING

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CHECKERED PLATE

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TOE

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TOP

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GATE VALVE

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ALUMINUM OR METAL DECKING

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SAND

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EARTH

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GRAVEL

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CONCRETE

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INSULATION

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STEEL

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MASONRY

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(2) THIS DETAIL IS IDENTIFIED AS:

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(1) DETAIL IDENTIFICATION SHOWN ON DRAWING AS:

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DISCIPLINE

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S-02

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THE DETAIL NAME IS OPTIONAL AND LOCATED HERE, FOLLOWING DETAIL CALLOUT

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WOOD (ROUGH FRAMING) OR, OPENING OR DEPRESSION IN SLAB OR WALL

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PIPE SIZE AND TYPE/FLUID ABBREVIATION (USE FOR EXISTING PIPE CALLOUT)

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EQUIPMENT NUMBER (SEE EQUIPMENT SCHEDULE)

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(2) THIS SECTION IS IDENTIFIED AS:

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(1) SECTION CUT SHOWN ON DRAWING AS:

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SECTION LETTER

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DRAWING NUMBER WHERE THE SECTION IS SHOWN (SEE NOTE A)

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SECTION LETTER

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DRAWING NUMBER WHERE THE SECTION CUT IS SHOWN (SEE NOTE A)

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DETAIL NUMBER

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DRAWING NUMBER WHERE THE DETAIL IS SHOWN

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DETAIL NUMBER

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DRAWING NUMBER WHERE THE DETAIL IS SHOWN (SEE NOTE A)

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SECTION IDENTIFICATION

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TYPICAL DETAIL IDENTIFICATION

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DRAWING IDENTIFICATION SYSTEM

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LETTER

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DISCIPLINE

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G

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GENERAL

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C

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CIVIL

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GC

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GENERAL CIVIL

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A

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ARCHITECTURAL

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GA

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GENERAL ARCHITECTURAL

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S

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STRUCTURAL

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GS

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GENERAL STRUCTURAL

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M

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MECHANICAL

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GM

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GENERAL MECHANICAL

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H

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HVAC

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E

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ELECTRICAL

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GE

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GENERAL ELECTRICAL DETAILS

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I

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INSTRUMENTATION

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RD

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RECORD DRAWING

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INDIVIDUAL DRAWING NUMBER

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NOTES: A. IF PLAN AND SECTION (OR DETAIL CALL-OUT AND IF PLAN AND SECTION (OR DETAIL CALL-OUT AND DETAIL) ARE SHOWN ON SAME DRAWING, DRAWING NUMBER IS REPLACED BY A HORIZONTAL LINE. B. ELECTRICAL SYMBOLS SHOWN ON ELECTRICAL ELECTRICAL SYMBOLS SHOWN ON ELECTRICAL DRAWINGS. FOR WELDING SYMBOLS USE AMERICAN WELDING SOCIETY STANDARD SYMBOLS. SEE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL.

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TYPICAL DETAIL NUMBER, SEE INDEX OF DRAWINGS FOR LOCATION OF GENERAL DRAWINGS

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4500

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4500

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TO BE CONSTRUCTED

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SMALLER (CIVIL SHEETS)

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PIPE CALLOUT (SEE PIPING SCHEDULE)

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1

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1

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REVISION WORK

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LIGHT POLE ONE LUMINAIRE LIGHT POLE TWO LUMINAIRS LIGHT POLE STREET LIGHT WITH BRACKET

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3

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A

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05

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05

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1

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REFERENCE TO NOTE

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COLUMN LINE GRID

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WINDOW TYPE

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DOOR NUMBER

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ROOM NUMBER

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POWER POLE TELEPHONE BOX

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TB

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X

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X

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DETAIL IDENTIFICATION

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Tv

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EB

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W

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S

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T

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D

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G

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FO(ug)

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SECTION

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SCALE: AS DESIGNATED

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A

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M-01,C-01...

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DETAIL

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SCALE: AS DESIGNATED

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1

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M-01,C-01...

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C

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2000

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TYPICAL DETAIL

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NTS

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3

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C-10

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R/W

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L

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I

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C

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E

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N

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S

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E

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D

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P

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O

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F

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E

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S

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S

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I

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O

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N

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A

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L

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E

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N

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G

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I

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N

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E

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E

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R

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#343839

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BRENT L.

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S

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T

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A

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T

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E

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O

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F

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U

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T

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A

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H

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PACKER

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P:\South Valley WRF\177-20-01 South Sewer Interceptor CIPP Project\2.0 Design Phase\2.7 Drawings\sht\1772001_G-04.dwg Plotted: 4/23/2021 12:48 PM By: Brent Packer

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GENERAL NOTES: GENERAL NOTES: 1. PERMITS: CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS: CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY : CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS (INCLUDING PERMIT FEES) AND COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF ALL GOVERNMENTAL ENTITIES HAVING JURISDICTION. A LAND DISTURBANCE PERMIT AND ENCROACHMENT PERMIT MAY BE OBTAINED FROM WEST JORDAN CITY ENGINEERING DIVISION [CINDY NIELSON (801) 569-5133]. A UTA RIGHT-OF-WAY ENTRY AGREEMENT, ROADWAY WORKER TRAINING DETAILS, RIGHT-OF-WAY ACCESS PERMIT, AND INSURANCE REQUIREMENTS MAY BE OBTAINED FROM UTA VIA THEIR WEBSITE HTTP://WWW.RIDEUTA.COM/DOING-BUSINESS/PROPERTY-MANAGEMENT. THE SURVEY MONUMENT PERMIT MAY BE OBTAINED BY THE SALT LAKE COUNTY SURVEYOR'S OFFICE. 2. TRAFFIC CONTROL PLAN: WHERE REQUIRED, CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN: WHERE REQUIRED, CONTRACTOR SHALL PREPARE : WHERE REQUIRED, CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN (PER MUTCD, WEST JORDAN CITY AND UDOT SPECIFICATIONS AND STANDARDS) BY A CERTIFIED TRAFFIC CONTROL TECHNICIAN TO WEST JORDAN CITY AND TO ALL GOVERNMENTAL ENTITIES HAVING JURISDICTION [I.E. UDOT, WEST JORDAN CITY, ETC.] FOR REVIEW AND APPROVAL 3 WEEKS PRIOR TO BEGINNING CONSTRUCTION AND PRIOR TO POTHOLING EXISTING UTILITIES IN ALL ROADWAYS. TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS PER DAY, 7 DAYS PER WEEK, THROUGHOUT THE DURATION OF THE PROJECT IN THE ROAD AND TRAIL RIGHT-OF-WAYS. A 24 HOUR EMERGENCY CONTACT PERSON SHALL BE IDENTIFIED IN THE TRAFFIC CONTROL PLAN. FLAGGERS MUST BE CERTIFIED. CONTRACTOR SHALL CONTACT AND COORDINATE WITH LOCAL RESIDENTS TO MINIMIZE INCONVENIENCE AND INTERRUPTION OF ACCESS. ONE WEEK BEFORE THE START OF THE PROJECT AND THROUGHOUT THE CONSTRUCTION IN THE ROAD AND TRAIL RIGHT-OF-WAYS, A SIGN OR MESSAGE BOARD SHALL BE PLACED ON EACH END OF THE PROJECT NOTIFYING THE PUBLIC OF PENDING ROAD AND TRAIL WORK. 3. EASEMENTS AND RIGHT-OF-WAY: CONTRACTOR SHALL KEEP ALL EASEMENTS AND RIGHT-OF-WAY: CONTRACTOR SHALL KEEP ALL : CONTRACTOR SHALL KEEP ALL CONSTRUCTION WORK WITHIN THE EXISTING ROAD RIGHT-OF-WAY OR EASEMENTS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLES AND EQUIPMENT, MATERIALS, TRENCH EXCAVATION AND BACKFILL MATERIALS. 4. EXISTING IMPROVEMENTS: CONTRACTOR SHALL TAKE NECESSARY MEASURES EXISTING IMPROVEMENTS: CONTRACTOR SHALL TAKE NECESSARY MEASURES : CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES, SPRINKLER SYSTEMS, DRIVEWAYS, SIGNS, FENCES, LANDSCAPING, TREES, RIPRAP, DITCHES, CREEKS, GATES, ASPHALT TRAILS, CURB AND GUTTER, SIDEWALK, MEDIANS, PAVEMENTS, ROADWAYS, RAMPS, AND ALL OTHER IMPROVEMENTS. ANY SUCH IMPROVEMENTS REMOVED OR DAMAGED BY CONTRACTOR'S ACTIVITY SHALL BE REPLACED OR REPAIRED TO ORIGINAL OR BETTER CONDITION ACCORDING TO THE SPECIFICATIONS OF THE GOVERNMENTAL ENTITY HAVING JURISDICTION, AT THE SOLE EXPENSE OF THE CONTRACTOR. 5. UTILITY FIELD VERIFICATION: CONTRACTOR SHALL FIELD VERIFY LOCATIONS, UTILITY FIELD VERIFICATION: CONTRACTOR SHALL FIELD VERIFY LOCATIONS, : CONTRACTOR SHALL FIELD VERIFY LOCATIONS, SIZES, AND INVERT ELEVATIONS OF EXISTING MANHOLES, PIPE SIZES AND OTHER UTILITIES BEFORE CONSTRUCTING ANY NEW SEWER LINES. 6. EXISTING UTILITIES: UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE EXISTING UTILITIES: UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE : UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS, AND SHOULD BE CONSIDERED APPROXIMATE AND FOR GENERAL INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE TO LOCATE AND PROTECT ALL UTILITIES IN THE PROJECT AREA, INCLUDING THOSE THAT MAY NOT BE SHOWN OR THAT MAY BE SHOWN INCORRECTLY. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY UTILITY DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS. RELOCATIONS AND/OR REPLACEMENTS OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE UTILITY OWNER. CONTRACTOR SHALL CONTACT, SCHEDULE, AND ESTABLISH UTILITY SHUT DOWN TIMES AND DETERMINE THE RELOCATION AND/OR REPLACEMENT REQUIREMENTS OF EXISTING UTILITIES PRIOR TO THE START OF ANY WORK. CONTRACTOR CAN BE PROVIDED PREVIOUS YEARS TRUNK SEWER CCTV PRODUCTION UPON REQUEST. PROJECT NOTES: PROJECT NOTES: 1. CONSTRUCTION SCHEDULE: CONTRACTOR SHALL PERFORM CONSTRUCTION CONSTRUCTION SCHEDULE: CONTRACTOR SHALL PERFORM CONSTRUCTION : CONTRACTOR SHALL PERFORM CONSTRUCTION WORK PER THE FOLLOWING REQUIREMENTS. NO SEWER CONSTRUCTION WORK SHALL BE PERFORMED OUTSIDE OF THE FOLLOWING REQUIREMENTS WITHOUT THE WRITTEN APPROVAL FROM WEST JORDAN CITY ENGINEERING AS NOTED BELOW. A. WORK SHALL BE PERFORMED DURING THE HOURS OF MONDAY - FRIDAY WORK SHALL BE PERFORMED DURING THE HOURS OF MONDAY - FRIDAY FROM 7:00 AM TO 10:00 PM UNLESS WRITTEN PERMISSION IS PROVIDED BY THE CITY ENGINEER. B. WEEKENDS OR HOLIDAYS: PERFORM NO WORK WITHOUT WRITTEN WEEKENDS OR HOLIDAYS: PERFORM NO WORK WITHOUT WRITTEN APPROVAL FROM WEST JORDAN CITY ENGINEERING EXCEPT REPAIR OR SERVICING OF EQUIPMENT, PROTECTION OF WORK, MAINTENANCE OR CURING OF CONCRETE, OR MAINTENANCE OF TRAFFIC. C. NIGHT WORK: NIGHT WORK: THERE IS A NOISE ORDINANCE WHICH PROHIBITS WORK ON CONSTRUCTION PROJECTS BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MONDAY THROUGH SATURDAY, AND BEFORE 9:00 AM ON SUNDAY. RELIEF FROM THE ORDINANCE CAN BE GRANTED BY CITY ENGINEERING ONLY IF IT CAN BE SHOWN THAT WORK DURING THESE HOURS BY ITS NATURE REQUIRES CONTINUOUS OPERATIONS. A REQUEST TO WORK BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM MONDAY THROUGH SATURDAY, AND BEFORE 9:00 AM ON SUNDAY MUST BE MADE FIVE CALENDAR DAY PRIOR TO WORK BEING PERFORMED AND SHALL BE APPROVED BY WEST JORDAN CITY ENGINEERING DIVISION [NATE NELSON (801) 569-5070]. IF WORK IS APPROVED, PROVIDE TRAFFIC CONTROL, SITE SAFETY, AND ADEQUATE LIGHTING FOR PERFORMING SATISFACTORY INSPECTION AND CONSTRUCTION OPERATIONS. 2. CONSTRUCTION STANDARDS AND SPECIFICATIONS: ALL WORK ON NEW AND CONSTRUCTION STANDARDS AND SPECIFICATIONS: ALL WORK ON NEW AND ALL WORK ON NEW AND EXISTING SANITARY SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN THE CONTRACT DOCUMENTS. 3. STAKING AND AS-BUILTS: CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND AS-BUILTS: CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION : CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING (INCLUDING, BUT NOT LIMITED TO, STAKING ALL EASEMENT BOUNDARY/LIMITS OF DISTURBANCE LINES) AND CONSTRUCTION REDLINED DRAWINGS DOCUMENTING ANY CHANGES TO THE PROJECT. 4. EXISTING MANHOLE SIZE: EXISTING MANHOLE SIZES AS SHOWN ON THE EXISTING MANHOLE SIZE: EXISTING MANHOLE SIZES AS SHOWN ON THE : EXISTING MANHOLE SIZES AS SHOWN ON THE CONSTRUCTION DRAWINGS, SEE GENERAL NOTE 5. 5. BUSINESS AND RESIDENTIAL ACCESS: CONTRACTOR SHALL BE RESPONSIBLE BUSINESS AND RESIDENTIAL ACCESS: CONTRACTOR SHALL BE RESPONSIBLE : CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY ACCESS FOR ALL BUSINESSES AND RESIDENTS IMPACTED BY CONSTRUCTION OF THE PROJECT. VEHICULAR ACCESS TO RESIDENTIAL PROPERTY MAY NOT BE BLOCKED FOR MORE THAN 24 HOURS. CONTRACTOR SHALL CONTACT AND COORDINATE WITH RESIDENTS TO MINIMIZE INCONVENIENCE IF VEHICULAR ACCESS WILL BE BLOCKED FOR UP TO 24 HOURS. 6. EXISTING PIPE LENGTHS AND MANHOLE DEPTHS: EXISTING PIPE LENGTHS EXISTING PIPE LENGTHS AND MANHOLE DEPTHS: EXISTING PIPE LENGTHS EXISTING PIPE LENGTHS AND MANHOLE DEPTHS AS SHOWN ON THE CONSTRUCTION DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL PIPE LENGTH AND MANHOLE DEPTH QUANTITIES FOR CIPP AND MANHOLE LINING. SEE GENERAL NOTE 5. 7. ROAD CLOSURES: IF ROAD CLOSURE IS NEEDED, ALL LOCAL CITIES, ROAD CLOSURES: IF ROAD CLOSURE IS NEEDED, ALL LOCAL CITIES, : IF ROAD CLOSURE IS NEEDED, ALL LOCAL CITIES, COUNTIES, EMERGENCY SERVICES (IE HOSPITALS), SCHOOL DISTRICTS, UTA, AND PROPERTY OWNERS SHALL BE NOTIFIED OF LANE LIMITATIONS AND/OR ROAD CLOSURES 14 DAYS PRIOR TO COMMENCEMENT OF LIMITATION OR CLOSURE. CENTRAL DISPATCH OF EACH AFFECTED AGENCY AND ADJOINING ENTITIES SHALL RECEIVE NOTIFICATION. 8. MAIL SERVICE: CONTRACTOR MAY NOT DISRUPT MAIL SERVICE TO RESIDENTS. MAIL SERVICE: CONTRACTOR MAY NOT DISRUPT MAIL SERVICE TO RESIDENTS. : CONTRACTOR MAY NOT DISRUPT MAIL SERVICE TO RESIDENTS. 9. SWPPP: CONTRACTOR SHALL PREPARE AND SUBMIT A SWPPP TO ALL SWPPP: CONTRACTOR SHALL PREPARE AND SUBMIT A SWPPP TO ALL CONTRACTOR SHALL PREPARE AND SUBMIT A SWPPP TO ALL GOVERNING ENTITIES HAVING JURISDICTION PRIOR TO CONSTRUCTION. THE CONTRACTOR AND ALL BEST MANAGEMENT PRACTICES SHALL ABIDE BY THE NEWEST CITY STANDARDS AND ALL REQUIREMENTS OF THE APPROVED PLAN. ALL BMPS SHALL BE REMOVED BY THE CONTRACTOR AT THE COMPLETION OF THE PROJECT AND AFTER CITY APPROVAL. SEE PROJECT NOTE 35 ON DRAWING NO. G-05. 10. CONFINED SPACE: CONTRACTOR SHALL BE REQUIRED TO MEET FEDERAL CONFINED SPACE: CONTRACTOR SHALL BE REQUIRED TO MEET FEDERAL CONTRACTOR SHALL BE REQUIRED TO MEET FEDERAL CONFINED SPACE IN CONSTRUCTION STANDARDS AS CONTAINED IN THE US DEPARTMENT OF LABOR, OSHA REGULATION 29 CFR, SUBPART AA. SVWRF HAS DETERMINED THAT ALL SANITARY SEWER MANHOLES, CONFLUENCE STRUCTURES, AND GRAVITY SEWERS ARE CONFINED SPACES. 11. MATERIAL DISPOSAL: EXISTING SANITARY SEWER MANHOLE GRADE RINGS, MATERIAL DISPOSAL: EXISTING SANITARY SEWER MANHOLE GRADE RINGS, EXISTING SANITARY SEWER MANHOLE GRADE RINGS, COLLARS, MANHOLES, AND PIPING THAT ARE REMOVED AND DISPOSED OF MUST COMPLY WITH DISPOSAL REQUIREMENTS FROM ALL FEDERAL, STATE AND LOCAL AGENCIES. SEWER CLEANING WASTE AND ANY LINING CURING WATER SHALL BE DISPOSED OF PER THE SPECIFICATIONS. 12. EXISTING PIPE AND MANHOLE MATERIAL: UNLESS OTHERWISE SHOWN, EXISTING PIPE AND MANHOLE MATERIAL: UNLESS OTHERWISE SHOWN, UNLESS OTHERWISE SHOWN, EXISTING PIPE AND MANHOLE MATERIAL IS REINFORCED CONCRETE. 13. DRAINAGE DITCH RESTORATION: CONTRACTOR SHALL RESTORE ANY EXISTING DRAINAGE DITCH RESTORATION: CONTRACTOR SHALL RESTORE ANY EXISTING CONTRACTOR SHALL RESTORE ANY EXISTING DRAINAGE DITCHES OR IRRIGATION PIPING DISTURBED BY SEWER CONSTRUCTION TO ORIGINAL OR BETTER CONDITION. IT IS THE CONTRACTORS RESPONSIBILITY TO ASSURE UNINTERRUPTED FLOW IN THE DRAINAGE DITCHES WITHIN THE CONSTRUCTION AREA. BYPASS PUMPING OR TEMPORARY REROUTING OF DITCH MAY BE REQUIRED AT NO ADDITIONAL COST TO SOUTH VALLEY WATER RECLAMATION FACILITY. 14. PIPE BEDDING AND TRENCH BACKFILL: PIPE BEDDING, BACKFILL MATERIALS, PIPE BEDDING AND TRENCH BACKFILL: PIPE BEDDING, BACKFILL MATERIALS, PIPE BEDDING, BACKFILL MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. NON WOVEN, NON-BIODEGRADABLE FILTER FABRIC (MIRAFI 140 N OR APPROVED EQUAL) WRAP AROUND THE PIPE ZONE IS REQUIRED 15. TESTING AND TV INSPECTION: SOUTH VALLEY WATER RECLAMATION FACILITY TESTING AND TV INSPECTION: SOUTH VALLEY WATER RECLAMATION FACILITY SOUTH VALLEY WATER RECLAMATION FACILITY WILL PROVIDE SOIL COMPACTION TESTING AND CIPP LINER TESTING BY A THIRD PARTY. CONTRACTOR SHALL PROVIDE MANHOLE LINING TESTING AND ALL OTHER TESTING WORK PERFORMED ON THE SANITARY SEWER SYSTEM. SEE SECTION 33 01 30.72, 33 01 30.72.A, AND 33 01 30.81 OF THE SPECIFICATIONS FOR TESTING, CCTV INSPECTION, AND ACCEPTANCE REQUIREMENTS. 16. BYPASS PUMPING: BYPASS PUMPING: A. CONTRACTOR SHALL PREPARE AND SUBMIT BYPASS PUMPING PLANS TO CONTRACTOR SHALL PREPARE AND SUBMIT BYPASS PUMPING PLANS TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING WORK. THESE PLANS SHALL MEET THE FOLLOWING REQUIREMENTS: 1) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL SEWER LINES AND LATERALS IN SERVICE AT ALL TIMES DURING CONSTRUCTION PER SPECIFICATIONS. ANY INTERRUPTION OF SEWER LINE SERVICE SHALL BE COORDINATED WITH PROPERTY OWNERS OR WITH THE OWNER OF THE SEWER LINE. 2) BYPASS PUMPING NEEDS OR OTHER MEANS MAY BE NECESSARY AND BYPASS PUMPING NEEDS OR OTHER MEANS MAY BE NECESSARY AND SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3) CONTRACTOR SHALL PROVIDE A PLAN TO PROTECT BYPASS PUMPING CONTRACTOR SHALL PROVIDE A PLAN TO PROTECT BYPASS PUMPING LINES USED DURING CONSTRUCTION WHEN CROSSING TRAILS, STREETS, ETC., AS PART OF THE BYPASS PUMPING PLAN. 4) BYPASS PLANS USING PUMPING EQUIPMENT SHALL INCLUDE BYPASS PLANS USING PUMPING EQUIPMENT SHALL INCLUDE CONTINUOUS (24 HR/DAY) MONITORING OF THE PUMPING EQUIPMENT, AS WELL AS, FULL PUMP EQUIPMENT REDUNDANCY. 5) PLAN SHALL ALSO INCLUDE PUMPING CALCULATIONS, PUMP CURVES, PLAN SHALL ALSO INCLUDE PUMPING CALCULATIONS, PUMP CURVES, PIPING INFO, THRUST RESTRAINT METHODS WHERE NEEDED, RAMPS, BRIDGES, AND/OR JERSEY BARRIERS, ETC. WHERE NEEDED, SIGN NOTIFICATIONS, TRAFFIC LIGHTS, AND/OR REFLECTIVE BARRICADES WHERE NEEDED, ETC. THE WORDING ON THE SIGNS SHALL BE APPROPRIATE FOR THE SITUATION. ALL RAMPS, BRIDGES, AND JERSEY BARRIERS SHALL BE IN COMPLIANCE WITH ADA REQUIREMENTS AND STANDARDS. 6) BYPASS PUMPING HOSES SHALL BE FUSED HDPE OR POLYURETHANE BYPASS PUMPING HOSES SHALL BE FUSED HDPE OR POLYURETHANE LAYFLAT HOSE BY MIDWEST HOSE AND SPECIALTY AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND GUIDELINES. 7) CONTRACTOR SHALL PROVIDE SPILL CONTAINMENT FOR ALL CONTRACTOR SHALL PROVIDE SPILL CONTAINMENT FOR ALL EQUIPMENT AND FUEL STORAGE AT THE PUMPING SITES. 8) RESTORATION OF ALL AREAS DISTURBED BY BYPASS PUMPING RESTORATION OF ALL AREAS DISTURBED BY BYPASS PUMPING OPERATIONS SHALL BE TO THE SATISFACTION OF PROPERTY OWNERS AND PER WEST JORDAN CITY STANDARDS. B. SEWER FLOWS ENTERING THE SOUTH CONFLUENCE STRUCTURE MAY BE DIVERTED TO THE EXISTING 48-INCH OR 54-INCH TRUNK LINES CONTROLLED BY GATES. OPERATION OF GATES ARE TO BE PERFORMED BY SVWRF. SIDE CONNECTION FLOWS ENTERING OUTFALL LINES DOWNSTREAM FROM THE SOUTH CONFLUENCE STRUCTURE WILL REQUIRE BYPASS PUMPING. C. AN OPTIONAL BYPASS ROUTE AT THE HEADWORKS BUILDING IS SHOWN ON DRAWING NOS. RD-09 TO RD-14. D. SEE DRAWING NO. G-06 FOR BYPASS FLOW DATA AND SEWER CONNECTIONS. 17. DEWATERING: GROUND WATER IS ANTICIPATED WITHIN FIVE FEET OF THE DEWATERING: GROUND WATER IS ANTICIPATED WITHIN FIVE FEET OF THE GROUND WATER IS ANTICIPATED WITHIN FIVE FEET OF THE SURFACE. GROUND WATER AND SURFACE WATER CONTROL SHALL BE PERFORMED AND RESPONSIBLY HANDLED BY THE CONTRACTOR ACCORDING TO, AND IN COMPLIANCE WITH, ALL LOCAL GOVERNING AUTHORITIES. HEAVY GROUND WATER AND/OR SURFACE WATER PUMPING MAY BE REQUIRED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE POTENTIAL PUMPING NEEDS. 18. PRE-CONSTRUCTION VIDEO & PROPERTY RESTORATION RELEASE FORMS: PRE-CONSTRUCTION VIDEO & PROPERTY RESTORATION RELEASE FORMS: CONTRACTOR SHALL PROVIDE A COPY OF THE VIDEO TO THE ENGINEER SHOWING ALL EXISTING SURFACE CONDITIONS PRIOR TO MOBILIZING AND BEGINNING WORK. ADEQUATE DETAIL OF THE SURFACES SHALL BE PROVIDED. AFTER DISTURBED AREAS ARE RESTORED TO ORIGINAL OR BETTER CONDITIONS, CONTRACTOR SHALL OBTAIN AND SUBMIT TO THE ENGINEER SIGNED PROPERTY RESTORATION RELEASE FORMS FROM EACH PROPERTY OWNER IMPACTED BY CONSTRUCTION. A COPY OF THE RELEASE FORM IS FOUND IN THE APPENDIX OF THE CONTRACT DOCUMENTS. 19. UNIMPROVED SURFACE RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE UNIMPROVED SURFACE RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE CONTRACTOR SHALL STRIP, STOCKPILE AND REPLACE EXISTING TOP SOIL (MINIMUM TOP 12 INCHES OF MATERIAL) WITHIN THE EXCAVATED AREA OR WITHIN ANY AREA DISTURBED BY TEMPORARY HAUL ROADS. CONTRACTOR SHALL GRADE AND RESTORE GROUND MATCHING OR EXCEEDING ORIGINAL LANDSCAPING CONDITIONS, THIS INCLUDES, BUT NOT LIMITED TO: TOPSOIL, SEED, GRASS, BUSHES, TREES, FENCES, SPRINKLERS, LANDSCAPE ROCKS, VEGETATION, ETC. COORDINATE WITH OWNER OF UNIMPROVED SURFACE PRIOR TO RESTORATION. 20. GRAVEL ROAD RESTORATION: CONTRACTOR SHALL GRADE AND RESTORE GRAVEL ROAD RESTORATION: CONTRACTOR SHALL GRADE AND RESTORE CONTRACTOR SHALL GRADE AND RESTORE SURFACE MATCHING OR EXCEEDING ORIGINAL GRAVEL ROAD CONDITIONS. PLACE AND COMPACT 6-INCH THICK MATERIAL MATCHING EXISTING GRAVEL MATERIAL PER THE SPECIFICATIONS AND MATCHING THE WIDTH OF THE EXISTING GRAVEL ROAD. COORDINATE WITH OWNER OF THE GRAVEL ROAD PRIOR TO RESTORATION. 21. DIRT ROAD RESTORATION: CONTRACTOR SHALL GRADE, RESTORE, AND DIRT ROAD RESTORATION: CONTRACTOR SHALL GRADE, RESTORE, AND CONTRACTOR SHALL GRADE, RESTORE, AND COMPACT SURFACE MATCHING OR EXCEEDING ORIGINAL DIRT ROAD CONDITIONS, THIS INCLUDES, BUT NOT LIMITED TO: SOIL, ETC. MATCH THE WIDTH OF THE EXISTING DIRT ROAD. COORDINATE WITH OWNER OF THE DIRT ROAD PRIOR TO RESTORATION. 22. ALFALFA FIELD RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE AND ALFALFA FIELD RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE AND CONTRACTOR SHALL STRIP, STOCKPILE AND REPLACE EXISTING TOP SOIL (MINIMUM TOP 24 INCHES OF MATERIAL) WITHIN THE EXCAVATED AREA OR WITHIN ANY AREA DISTURBED BY TEMPORARY HAUL ROADS. CONTRACTOR SHALL GRADE AND RESTORE GROUND MATCHING OR EXCEEDING ORIGINAL ALFALFA FIELD CONDITIONS, THIS INCLUDES, BUT NOT LIMITED TO: TOPSOIL, ETC. COORDINATE WITH OWNER OF THE ALFALFA FIELD PRIOR TO RESTORATION. 23. CORN FIELD RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE AND CORN FIELD RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE AND CONTRACTOR SHALL STRIP, STOCKPILE AND REPLACE EXISTING TOP SOIL (MINIMUM TOP 24 INCHES OF MATERIAL) WITHIN THE EXCAVATED AREA OR WITHIN ANY AREA DISTURBED BY TEMPORARY HAUL ROADS. CONTRACTOR SHALL GRADE AND RESTORE GROUND MATCHING OR EXCEEDING ORIGINAL CORN FIELD CONDITIONS, THIS INCLUDES, BUT NOT LIMITED TO: TOPSOIL, ETC. COORDINATE WITH OWNER OF THE CORN FIELD PRIOR TO RESTORATION. 24. LANDSCAPE RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE AND LANDSCAPE RESTORATION: CONTRACTOR SHALL STRIP, STOCKPILE AND CONTRACTOR SHALL STRIP, STOCKPILE AND REPLACE EXISTING TOP SOIL (MINIMUM TOP 12 INCHES OF MATERIAL) WITHIN THE EXCAVATED AREA OR WITHIN ANY AREA DISTURBED BY TEMPORARY HAUL ROADS. CONTRACTOR SHALL GRADE AND RESTORE GROUND MATCHING OR EXCEEDING ORIGINAL LANDSCAPING CONDITIONS, THIS INCLUDES, BUT NOT LIMITED TO: TOPSOIL, GRASS, CONCRETE CURBING, GRAVEL, TREES, FENCES, SPRINKLERS, LANDSCAPE ROCKS, BARK, VEGETATION, ETC. COORDINATE WITH OWNER ON LANDSCAPING PRIOR TO RESTORATION. 25. DISCREPANCIES, OMISSIONS AND CONFLICTS: THE CONTRACTOR SHALL NOTIFY DISCREPANCIES, OMISSIONS AND CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWING AND/OR SPECIFICATIONS BEFORE PRECEDING WITH RELATED WORK. 26. PROJECT COORDINATES: PROJECT COORDINATES ARE BASED ON THE UTAH PROJECT COORDINATES: PROJECT COORDINATES ARE BASED ON THE UTAH : PROJECT COORDINATES ARE BASED ON THE UTAH STATE PLANE COORDINATE SYSTEM 1983 UTAH CENTRAL ZONE, NAD83, US SURVEY FEET AND WERE ESTABLISHED USING THE STATE OF UTAH (TURN) GPS VRS NETWORK. THE AVERAGE CSF FOR THIS PROJECT IS 0.999708 OR 1.000292 FOR CONVERTING TO GROUND DISTANCES. ELEVATIONS ARE NAVD88 US SURVEY FEET. 27. FUGITIVE DUST CONTROL: CONTRACTOR SHALL SUBMIT A FUGITIVE DUST FUGITIVE DUST CONTROL: CONTRACTOR SHALL SUBMIT A FUGITIVE DUST CONTRACTOR SHALL SUBMIT A FUGITIVE DUST CONTROL PLAN TO ALL ENTITIES HAVING JURISDICTION AND TO THE OWNER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 28. MATERIAL CONDITION: INSTALL ALL MATERIALS ACCORDING TO MATERIAL CONDITION: INSTALL ALL MATERIALS ACCORDING TO INSTALL ALL MATERIALS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND STATE AND LOCAL REQUIREMENTS. USE ONLY NEW AND UNUSED MATERIALS. ALL MATERIALS SHALL BE PROVIDED BY MANUFACTURERS REGULARLY ENGAGED IN PRODUCING SAID ITEMS, AND WHICH SHALL BE FIRST QUALITY, HEAVY DUTY, COMMERCIAL/INDUSTRIAL GRADE, SUITABLE FOR THE INTENDED USE. 29. OFF-ROAD MANHOLE MARKERS: CONTRACTOR SHALL PROTECT ALL EXISTING OFF-ROAD MANHOLE MARKERS: CONTRACTOR SHALL PROTECT ALL EXISTING : CONTRACTOR SHALL PROTECT ALL EXISTING EXISTING EXISTING OFF-ROAD MANHOLE MARKERS AND RESTORE IF DISTURBED PER THE SPECIFICATIONS. 30. TREES: THE CONSTRUCTION AREA MAY CONTAIN SOME LARGE TREES THAT TREES: THE CONSTRUCTION AREA MAY CONTAIN SOME LARGE TREES THAT THE CONSTRUCTION AREA MAY CONTAIN SOME LARGE TREES THAT MAY AFFECT CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PRESERVE AND PROTECT TREES AND COORDINATE WITH CITY FORESTER. 31. OVERHEAD POWER LINES: CONTRACTOR SHALL COMPLY WITH SAFETY OVERHEAD POWER LINES: CONTRACTOR SHALL COMPLY WITH SAFETY CONTRACTOR SHALL COMPLY WITH SAFETY REQUIREMENTS FOR OPERATING CONSTRUCTION EQUIPMENT AND CONSTRUCTION ACTIVITIES BENEATH HIGH VOLTAGE POWER LINES. 32. NEW PIPE PROTECTION: CONTRACTOR SHALL IMPLEMENT MEASURES DURING NEW PIPE PROTECTION: CONTRACTOR SHALL IMPLEMENT MEASURES DURING CONTRACTOR SHALL IMPLEMENT MEASURES DURING CONSTRUCTION THAT WILL PREVENT RUNOFF, DEBRIS, AND SEDIMENT FROM ENTERING UNFINISHED PORTIONS OF THE NEW PIPE DURING CONSTRUCTION. 33. TRENCH SHORING: CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMANCE TRENCH SHORING: CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMANCE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMANCE WITH LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND TRENCHES. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PUBLIC AND PROTECTION OF PERSONNEL AND WORKERS. TRENCH SUPPORTS AND DEWATERING SHALL BE RESPONSIBILITY OF THE CONTRACTOR. 34. PIPE SLOPES AND LENGTHS: UNLESS OTHERWISE SHOWN, PIPE SLOPE AND PIPE SLOPES AND LENGTHS: UNLESS OTHERWISE SHOWN, PIPE SLOPE AND UNLESS OTHERWISE SHOWN, PIPE SLOPE AND DISTANCES SHOWN IN PROFILES ARE FROM INSIDE EDGE OF MANHOLE TO INSIDE EDGE OF MANHOLE. CONTRACTOR SHALL EXTEND PIPE INTO MANHOLE AS REQUIRED PER MANHOLE MANUFACTURER'S REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL PIPE LENGTH QUANTITIES. 35. TRAIL DETOUR PLAN: THE JORDAN RIVER TRAIL SHALL REMAIN OPEN AT ALL TRAIL DETOUR PLAN: THE JORDAN RIVER TRAIL SHALL REMAIN OPEN AT ALL THE JORDAN RIVER TRAIL SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. IF THE TRAIL CANNOT BE KEPT OPEN FOR ANY REASON THEN THE CONTRACTOR SHALL PREPARE AND SUBMIT A JORDAN RIVER PARKWAY TRAIL DETOUR PLAN (INCLUDING SIGNAGE) TO WEST JORDAN CITY ENGINEERING DIVISION FOR REVIEW AND APPROVAL 3 WEEKS PRIOR TO BEGINNING CONSTRUCTION. 36. SITE SECURITY: CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE SITE SECURITY: CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE PROJECT SITE. SEE SECTION 01 35 53- SECURITY FOR MORE INFORMATION.

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1523164.18

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SET MAG NAIL

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120

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7393171.61

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4289.82

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PROJECT NOTES CONTINUED: PROJECT NOTES CONTINUED: 37. EROSION CONTROL PLAN: EROSION CONTROL PLAN: A. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE, PROVIDE, THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE, PROVIDE, AND INCLUDE AN EROSION AND SEDIMENTATION CONTROL PLAN IN THE SWPPP (SEE PROJECT NOTE 9 ON DRAWING NO. G-04) MEETING THE FOLLOWING MINIMUM REQUIREMENTS: 1) MEASURES THAT MAY BE NECESSARY TO PREVENT MEASURES THAT MAY BE NECESSARY TO PREVENT SEDIMENTATION FROM BEING TRANSPORTED OFF THE PROJECT SITE ONTO ADJACENT PROPERTIES. 2) IT IS THE CONTRACTORS ULTIMATE RESPONSIBILITY TO IT IS THE CONTRACTORS ULTIMATE RESPONSIBILITY TO PROVIDE EROSION CONTROL MEETING THE REQUIREMENTS OF THE ENTITY HAVING JURISDICTION. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT IMPROVEMENTS FROM DAMAGE. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ADJACENT STREETS AND PROPERTIES AFFECTED BY CONSTRUCTION. 5) ALL CONSTRUCTION PERIOD BEST MANAGEMENT PRACTICES ALL CONSTRUCTION PERIOD BEST MANAGEMENT PRACTICES ARE TO BE INSPECTED AND MAINTAINED AT LEAST WEEKLY, ALSO BEFORE AND AFTER EACH STORM EVENT. 6) CONTRACTOR SHALL BE REQUIRED TO KEEP A RECORD OF CONTRACTOR SHALL BE REQUIRED TO KEEP A RECORD OF ALL INSPECTIONS AND MAINTENANCE ON SITE WITH THE STORM WATER POLLUTION PREVENTION PLAN. 7) STRAW WATTLE AND SILT FENCING SHALL GENERALLY BE STRAW WATTLE AND SILT FENCING SHALL GENERALLY BE PLACED AT ALL LOCATIONS WHERE EXISTING AND DISTURBED GRADES COULD DIRECT STORMWATER RUNOFF TOWARDS ADJACENT PROPERTIES TO THE PROJECT SITE, WETLANDS, WATER COURSES, SPRINGS, CREEKS, DITCHES OR RIVERS. SILT FENCING SHALL BE PLACED AND MAINTAINED BETWEEN ALL DISTURBED AREAS AND WETLANDS, WATER COURSES, SPRINGS, DITCHES, RIVERS, CREEKS, ETC. INSTALL AND MAINTAIN SILT FENCING AT AND AROUND LOCATIONS ADJACENT TO WETLANDS, WHERE SEWER BYPASS PUMPING EQUIPMENT ENTER AND CROSS WETLANDS, AND WHERE RUNOFF COULD POTENTIALLY ENTER THOSE WETLANDS. INCLUDE ENTIRETY OF ACCESS ROADS IN SWPPP. 8) STABILIZED CONSTRUCTION ENTRANCES SHALL BE STABILIZED CONSTRUCTION ENTRANCES SHALL BE CONSTRUCTED AND MAINTAINED AT LOCATIONS DETERMINED BETWEEN THE CONTRACTOR AND THE ENTITY HAVING JURISDICTION. MUD, NATURAL SOILS, DIRT, ETC., SHALL NOT BE TRACKED ONTO ANY LOCAL AND ADJACENT STREETS AND TRAILS. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY SUCH MATERIALS TRACKED ONTO THESE ROADS AND TRAILS. 9) ALL ON-GRADE AND DRAINAGE INLETS LOCATED WITHIN THE ALL ON-GRADE AND DRAINAGE INLETS LOCATED WITHIN THE PROJECT AREA SHALL BE PROTECTED FROM DEBRIS, MUD, SOILS, ETC. PER DETAILS AND/OR .

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P:\South Valley WRF\177-20-01 South Sewer Interceptor CIPP Project\2.0 Design Phase\2.7 Drawings\sht\1772001_G-06.dwg Plotted: 4/13/2021 2:18 PM By: Tim Anderson

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BYPASS FLOW DATA

POINT CONTRIBUTING FLOWPEAK FLOW HISTORICAL MAX FLOW

(MGD) (MGD)A SOUTH VALLEY SEWER DISTRICT 7.4 8B WEST JORDAN CITY 4.4 5.2

C SANDY SUBURBAN IMPROVEMENT DISTRICT 4.4 5D WEST JORDAN CITY 0.2 0.4E WEST JORDAN CITY 0.7 0.9F WEST JORDAN CITY 8.5 9.3G WEST JORDAN CITY 0.7 0.7H MIDVALE CITY 3.3 5.9I MIDVALE CITY, MIDVALLEY IMPROVEMENT

DISTRICT, WEST JORDAN CITY7.8 10

TOTAL 37.4 45.4NOTE: SEE PROJECT NOTE 16 ON DRAWING NO. G-04 FOR BYPASS PUMPING REQUIREMENTS AND EXISTING

HEADWORKS BUILDING RECORD DRAWINGS (DRAWING NOS. RD-09 TO RD-14) FOR OPTIONAL BYPASS PIPE ROUTING WITHIN THE HEADWORKS BUILDING.

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700 WEST

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1300 WEST

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9000 SOUTH

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7800 SOUTH

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JORDAN RIVER

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NORTH JORDAN CANAL

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JVWCD

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BINGHAM CREEK

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SOUTH SEWER INTERCEPTOR

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BIG BEND HABITAT RESTORATION PROJECT

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WEST JORDAN CITY

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EXISTING WWTP UTILITY WATER HYDRANT

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REHABILITATE SOUTH CONFLUENCE STRUCTURE

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REHABILITATE NORTH CONFLUENCE STRUCTURE

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SEE DRAWING G-07 FOR CONSTRUCTION ACCESS AND STAGING IN JVWCD PROPERTY

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IMAGE: HEXAGON HEXAGON

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LEGEND: REHABILITATE CONFLUENCE STRUCTURE JORDAN RIVER PARKWAY TRAIL WATER BODIES PROJECT ACCESS/ACCESS EASEMENT EXISTING FIRE HYDRANT (POTABLE WATER) (SEE NOTE 2) STAGING AREAS (SEE NOTE 1) EASEMENT BOUNDARY/LIMITS OF DISTURBANCE

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REHABILITATE

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PROPERTY OWNERS WITHIN EASEMENT: ROCKY MOUNTAIN POWER GREG MARK WEST JORDAN CITY GARDNER VILLAGE

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NOTES: 1. CONTRACTOR SHALL COORDINATE STAGING, CONTRACTOR SHALL COORDINATE STAGING, ACCESS ROUTES, STORAGE, AND PROPERTY RESTORATION WITH PROPERTY OWNERS (I.E. WEST JORDAN CITY) PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL CONTACT WEST JORDAN CITY CONTRACTOR SHALL CONTACT WEST JORDAN CITY PUBLIC WORKS DEPARTMENT AT (801) 569-5070 OR JORDAN VALLEY WATER CONSERVANCY DISTRICT AT (801) 565-4326 TO OBTAIN A METER PRIOR TO OBTAINING WATER FROM ANY OF THE CITY'S AND/OR DISTRICT'S FIRE HYDRANTS.

Volume 2 of 2 Drawings - svwater.com

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Transcript of Volume 2 of 2 Drawings - svwater.com