2-PART IV - DRAWINGS.pdf

PDF 4 MB Posted Feb 19, 2026

Attached to: Stockton Town- Soldier Canyon Water Line
Solicitation number: RA26-98
Issued by: Tooele County, Utah

About this file

Written by GovTribe AI · Feb 19, 2026

This is a construction drawings document for the Soldier Canyon Water Line Project being procured by Stockton Town in Utah. The project involves the design and construction of a water line infrastructure system connecting Soldier Canyon Well No. 2 to the existing water treatment plant and town distribution system. The drawings package includes general civil details, specifications, abbreviations, symbols, and a water line plan showing pipe routing, fittings, valves, thrust blocks, and trench details. The project requires installation of 8-inch and 10-inch PVC C900 DR18 pipe and 8-inch and 6-inch ductile iron Class 350 pipe with a minimum depth of 4 feet to the top of pipe. Key construction requirements include pressure testing at 165 PSI minimum for two hours with zero leakage, chlorination testing per AWWA C651 standards, and coordination with Stockton Town for existing utility connections. Construction work hours are limited to 7:00 AM to 7:00 PM, and contractors must maintain a maximum open trench length of 300 feet during working hours. Bids are to be submitted online through the Utah Public Procurement Place or in person at Stockton Town Hall by March 5, 2026 at 4:00 PM local time.

The drawings specify that all pipe, fittings, and valves must be NSF 61 compliant for culinary water use and installed according to manufacturer recommendations using only new, first-quality materials. Contractors are responsible for obtaining all necessary permits, complying with OSHA safety standards for trench excavations, providing dewatering measures, and protecting existing improvements. The contract requires coordination with Stockton Town for water shut-downs at least 48 hours in advance, with notification to residents and businesses at least 48 hours prior to construction. Abandonment of existing waterlines must follow specific procedures including plugging with concrete and complete disconnection from the working system. All questions regarding the bidding documents must be submitted by March 2, 2026 at 5:00 PM through the online portal or to eneil@bowencollins.com. The drawings were prepared by Eric W. Neil (PE License 7702647) and dated February 17, 2026, with design services provided by Bowen Collins Engineering.

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Other files

File	Type	Posted
3-PART III - TECHNICAL SPECIFICATIONS.pdf	PDF	Feb 19, 2026
1-PART II - CONDITIONS OF THE CONTRACT.pdf	PDF	Feb 19, 2026
4-PART I - BIDDING DOCUMENTS (1).pdf	PDF	Feb 19, 2026

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DRAWINGS

UTAH

WASATCH

SALT

LAKE

RICH

WEBER

SAN JUAN

SUMMIT

DAGGETT

UINTAH

DUCHESNE

GRAND

CARBON

SEVIER

CACHE

BOX ELDER

TOOELE

JUAB

MILLARD

UTAH

MORGAN

SANPETE

PIUTE

WAYNE

EMERY

BEAVER

IRON

GARFIELD

KANE

DAVIS

WASHINGTON

WYOMING

C O

A D

IDAHO

ARIZONA

PROJECT LOCATION MAP

INTERSTATE

MOAB

ST. GEORGE

OGDEN

CEDAR CITY

LOGAN

TOOELE

PARK CITY

PROVO

WENDOVER

TREMONTON

SALT LAKE CITY

DELTA

P:\Stockton Town\824-24-01 Stockton Well\2.0 Design Phase\2.7 Drawings\2.7.2 Sht\8242401_G-01 - WATER LINE.dwg Plotted: 2/17/2026 5:22 PM By: Eric Neil

N S

N O

C R

O N

. B Y

N E

H O

N O

D R

C T

N U

R D

SHEET OF

DRAWING NO.

C H

D R

DRAWINGS FOR CONSTRUCTION OF THE

SOLDIER CANYON WATER LINE PROJECT

STOCKTON TOWN

PROJECT

LOCATION

01 07

G-01

Y M

O F

D R

G S, A N

C T

N 82 4-

-0

O N

PROJECT VICINITY MAPPROJECT LOCATION MAP

STOCKTON TOWN

PROJECT

LOCATION

INDEX OF DRAWINGS

SHT NO. DWG NO. DESCRIPTION

02/17/2026

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INTERSTATE

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INTERSTATE

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INTERSTATE

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INTERSTATE

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INTERSTATE

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INTERSTATE

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INTERSTATE

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INTERSTATE

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INTERSTATE

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INTERSTATE

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CIVIL

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IMAGE: BING 2015

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SOLDIER CANON RD

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COPPER ST

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GENERAL

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PROJECT LOCATION, INDEX OF DRAWINGS, AND VICINITY MAP

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ABBREVIATIONS

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SYMBOLS

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GENERAL NOTES

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CIVIL

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WATER LINE PLAN

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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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GENERAL CIVIL DETAILS - 2

P:\Stockton Town\824-24-01 Stockton Well\2.0 Design Phase\2.7 Drawings\2.7.2 Sht\8242401_G-02 - WATER LINE.dwg Plotted: 2/17/2026 5:20 PM By: Eric Neil

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SHEET OF

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D R

STA

PROFESS

G I NEER

02 07

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N S

-0

O N

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AASHTO

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AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS

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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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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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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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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

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AMERICAN WATER WORKS ASSOCIATION

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BELL & SPIGOT

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BEGIN CURVE, BOLT CIRCLE

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BLIND FLANGE, BUTTERFLY VALVE

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BFG

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BELOW FINISH GRADE

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BFP

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BACK FLOW PREVENTER

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BFV

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BUTTERFLY VALVE

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BHD

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BULKHEAD

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BHP

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BRAKE HORSEPOWER

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BLDG

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BUILDING

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BLK

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BLACK OR BLOCK

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BLKG

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BLOCKING

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BLT

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BOLT

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BEAM, BENCH MARK

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BLOW-OFF ASSEMBLY, BLOW-OFF

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BOT

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BOTTOM

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BPS

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BOOSTER PUMPING STATION

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BPV

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BACK PRESSURE VALVE

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BRK

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BRICK

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BTU

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BRITISH THERMAL UNIT

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BTWN

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BETWEEN

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BUR

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BUILT-UP ROOFING

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BVC

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BEGIN VERTICAL CURVE

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BVCE

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BEGIN VERTICAL CURVE ELEVATION

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BVCS

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BEGIN VERTICAL CURVE STATION

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BACK WASH, FILTER BACKWASH

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CENTIGRADE OR CELSIUS

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CAB

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CABINET

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CAP

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CAPACITY

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CARV

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COMBINATION AIR RELEASE VALVE

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CATCH BASIN

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CENTER TO CENTER

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CCP

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CONCRETE CYLINDER PIPE

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CEILING DIFFUSER CHEMICAL DRAIN AND VENT

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CER

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CERAMIC

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CFH

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CUBIC FEET PER HOUR

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CFM

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CUBIC FEET PER MINUTE

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CFR

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CODE OF FEDERAL REGULATIONS

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CFS

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CUBIC FEET PER SECOND

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CHLORINE GAS

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CGB

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CORD GRIP BUSHING

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CHBD

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CHALKBOARD

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CHEM

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CHEMICAL

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CHG

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CHANGE

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CHKD PL

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CHECKERED PLATE

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CAST IRON

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CIP

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CAST IRON PIPE

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CISP

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CAST IRON SOIL PIPE

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CONSTRUCTION JOINT

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CJP

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COMPLETE JOINT PENETRATION

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CHLORINATOR, CHAIN LINK, CENTERLINE 0R CHLORINE

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CLR

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CLEAR, CLEARANCE

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CLST

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CEMENT LINED STEEL PIPE

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CLSM

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CONTROLLED LOW STRENGTH MATERIAL

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CENTIMETER

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CML & C

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CEMENT MORTAR LINED AND COATED

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CMP

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CORRUGATED METAL PIPE

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CMU

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CONCRETE MASONRY UNIT

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CLEANOUT

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COL

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COLUMN

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COMM

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COMMUNICATION

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COMB

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COMBINED

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CONC

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CONCRETE, CONCENTRIC

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COND

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CONDENSER, CONDENSATE

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CONN

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CONNECTION

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CONST

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CONSTRUCTION, CONSTRUCT

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CONT

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CONTINUED, CONTINUOUS, CONTINUATION

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COORD

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COORDINATE

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COP

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COPPER

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COTG

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CLEAN-OUT TO GRADE

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CPLG

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COUPLING

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CPS

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CULINARY PUMP STATION

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CPVC

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CHLORINATED POLYVINYL CHLORIDE

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CAST STEEL OR CAUSTIC SODA

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CTRD

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CENTERED

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CTR

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CENTER

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CTSK

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COUNTERSUNK

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CU FT

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CUBIC FOOT

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CU IN

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CUBIC INCH

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CU YD

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CUBIC YARD

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CULV

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CULVERT

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CHECK VALVE

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COLD WATER

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CWO

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CHAIN WHEEL OPERATOR

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CYL

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CYLINDER

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PENNY

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DBA

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DEFORMED ANCHOR

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DBL

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DOUBLE

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DIRECT CURRENT

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DEG

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DEGREE

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DEMO

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DEMOLITION, DEMOLISH

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DEQ

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DEPARTMENT OF ENVIRONMENTAL QUALITY

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DET

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DETAIL

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DUCTILE IRON, DROP INLET

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DIA

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DIAMETER

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DIAG

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DIAGONAL

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DIAPH

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DIAPHRAGM

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DIFF

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DIFFUSER

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DIM

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DIMENSION

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DIP

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DUCTILE IRON PIPE

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DIR

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DIRECTION

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DISCH

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DISCHARGE

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DIST

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DISTANCE

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DIV

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DIVISION

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D-LOAD

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LOADING CONDITION FOR RCP

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DMPR

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DAMPER

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DOWN, DECANT

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DOT

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DEPARTMENT OF TRANSPORTATION

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DAMP PROOFING

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DOOR, DRAIN

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DRENCH SHOWER & EYE WASH, DOWNSPOUT

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DWG

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DRAWING

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DWL

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DOWEL

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E(UG)

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ELECTRICAL (UNDERGROUND)

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E(OH)

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ELECTRICAL (OVERHEAD POWER)

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EAST

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EACH

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EXPANSION BOLT

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END CURVE

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ECC

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ECCENTRIC

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EACH FACE, EXHAUST FAN

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EFF

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EFFLUENT

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EXISTING GRADE

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ELEVATION

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ELB

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ELBOW

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ELEV

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ELEVATION

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ELEC

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ELECTRICAL, ELECTRONIC

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EMB

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EMBEDMENT

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EMER

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EMERGENCY

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ENCL

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ENCLOSURE

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ENG

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ENGINE

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ENGR

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ENGINEER

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EDGE OF PAVEMENT

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EPDM

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ETHYL PROPYLENE DIENE MONOMER

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EPS

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EXPANDED POLYSTYRENE

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EQUAL

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EQL SP

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EQUALLY SPACED

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EQUIP

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EQUIPMENT

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ETC

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ETCETERA

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EVAP

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EVAPORATOR

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EVC

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END VERTICAL CURVE

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EVCE

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END VERTICAL CURVE ELEVATION

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EVCS

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END VERTICAL CURVE STATION

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EACH WAY, EYE WASH

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EXH

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EXHAUST

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EXIST

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EXISTING

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EXP ANR

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EXPANSION BOLT, ANCHOR

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EXP JT

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EXPANSION JOINT

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EXT

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EXTERIOR, EXTENSION, EXTERNAL

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FAHRENHEIT, FACE

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F TO F

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FACE TO FACE

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FAB

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FABRICATION, FABRICATE, OR FABRICATED

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FLAT BAR

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FLEXIBLE COUPLING

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FCA

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FLANGE COUPLING ADAPTER

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FCO

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FLOOR CLEANOUT

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FLOOR DRAIN

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FDN

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FOUNDATION

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FDR

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FEEDER

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FEXT

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FIRE EXTINGUISHER

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FLAT FACE, FAR FACE, FINISH FLOOR

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FINISH GRADE, FLOW GLASS

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FIRE HYDRANT

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FLR

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FLOOR

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FLOW LINE

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FLEX

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FLEXIBLE

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FLG

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FLANGE

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FORCE MAIN (SANITARY SEWER)

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FND

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FOUND

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FNSH

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FINISH

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FIBER OPTIC

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FRP

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FIBERGLASS REINFORCED PLASTIC

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FINISH WATER

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FWR

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FINISH WATER RESERVOIR

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GAS

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GAGE, GAUGE

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GAL

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GALLON

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GALV

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GALVANIZED

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GEN

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GENERATOR

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GFI

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GROUND FAULT INTERRUPTER

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GALVANIZED IRON

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GIS

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GEOGRAPHIC INFORMATION SYSTEM

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GLASS

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GLAZ

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GLAZING

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GLV

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GLOBE VALVE

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GND

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GROUND

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GPD

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GALLONS PER DAY

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GPH

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GALLONS PER HOUR

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GPM

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GALLONS PER MINUTE

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GRADE

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GR BRK

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GRADE BREAK, GRADE CHANGE

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GRTG

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GRATING

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GRV

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GROOVED

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GSP

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GALVANIZED STEEL PIPE

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GATE VALVE

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GYP

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GYPSUM BOARD

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HEIGHT

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HAS

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HEADED ANCHOR STUD

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HOSE BIBB

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HUB DRAIN

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HDPE

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HIGH DENSITY POLYETHYLENE

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HDR

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HEADER

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HDW

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HARDWARE

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HEX

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HEXAGONAL

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HGR

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HANGER

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HOLLOW METAL

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HORIZ

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HORIZONTAL

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HORSEPOWER, HIGH PRESSURE,HEAT PUMP, HIGH POINT

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HEATING RETURN, HOUR, HOSE RACK

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HIGH STRENGTH

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HSS

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HOLLOW STRUCTURAL SECTION

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HTG

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HEATING

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HTR

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HEATER

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HOSE VALVE

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HVAC

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HEATING, VENTILATING AND AIR CONDITIONING

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HWL

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HIGH WATER LEVEL

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HWO

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HANDWHEEL OPERATED

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HYD

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HYDRANT, HYDRAULIC

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ICFM

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INLET CUBIC FEET PER MINUTE

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INSIDE DIAMETER

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INVERT ELEVATION

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INSIDE FACE

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INCH

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IN LB

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INCH-POUND

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INFL

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INFLUENT

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INSUL

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INSULATING

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INVT

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INVERT

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IOB

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INLET OUTLET BYPASS

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IPS

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IRON PIPE SIZE

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IRR

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IRRIGATION

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JORDAN AQUEDUCT

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JOINT

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JTS

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JOINTS

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JVWTP

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JORDAN VALLEY WATER TREATMENT PLANT

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KELVIN, KILO OR THOUSAND POUNDS

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KILOGRAM

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KILOVOLT

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KILOWATT

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KWH

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KILOWATT HOUR

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LEFT OR LITER

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LAB

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LABORATORY

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LAV

AutoCAD SHX Text

LAVATORY

AutoCAD SHX Text

POUND

AutoCAD SHX Text

LENGTH OF CURVE

AutoCAD SHX Text

LINEAR FEET

AutoCAD SHX Text

LENGTH OR LONG

AutoCAD SHX Text

LEFT HAND

AutoCAD SHX Text

LIP

AutoCAD SHX Text

LIP OF GUTTER

AutoCAD SHX Text

LIVE LOAD

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LLV

AutoCAD SHX Text

LONG LEG VERTICAL

AutoCAD SHX Text

LOL

AutoCAD SHX Text

LENGTH OF LINE

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

LONG RADIUS

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

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MACHINE BOLT

AutoCAD SHX Text

MCC

AutoCAD SHX Text

MOTOR CONTROL CENTER

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MECH

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MECHANICAL, MECHANISM

AutoCAD SHX Text

MEMB

AutoCAD SHX Text

MEMBRANE

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MET

AutoCAD SHX Text

METAL

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MFR

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

MILLION GALLONS

AutoCAD SHX Text

MGD

AutoCAD SHX Text

MILLION GALLONS PER DAY

AutoCAD SHX Text

MANHOLE, MONORAIL HOIST

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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

MECHANICAL JOINT

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

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MTR

AutoCAD SHX Text

MOTOR

AutoCAD SHX Text

MWS

AutoCAD SHX Text

MAXIMUM WATER SURFACE

AutoCAD SHX Text N

AutoCAD SHX Text

NORTH

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NAVD

AutoCAD SHX Text

NORTH AMERICAN VERTICAL DATUM

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NBS

AutoCAD SHX Text

NATIONAL BUREAU OF STANDARDS

AutoCAD SHX Text

NORMALLY CLOSED

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NORTHEAST

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NEC

AutoCAD SHX Text

NATIONAL ELECTRIC CODE

AutoCAD SHX Text

NEMA

AutoCAD SHX Text

NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION

AutoCAD SHX Text

NEAR FACE

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NFPA

AutoCAD SHX Text

NATIONAL FIRE PROTECTION ASSOCIATION

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NIC

AutoCAD SHX Text

NOT IN CONTRACT

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

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NEAR SIDE

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NSF

AutoCAD SHX Text

NATIONAL SANITATION FOUNDATION

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NTS

AutoCAD SHX Text

NOT TO SCALE

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NORTHWEST

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O TO O

AutoCAD SHX Text

OUT TO OUT

AutoCAD SHX Text

ON CENTER, OVER-CROSSING

AutoCAD SHX Text

OUTSIDE DIAMETER, OVERALL DIMENSION

AutoCAD SHX Text

OUTSIDE FACE, OVERFLOW

AutoCAD SHX Text

OFS

AutoCAD SHX Text

OVERFLOW STRUCTURE

AutoCAD SHX Text

OVERHEAD

AutoCAD SHX Text

OPER

AutoCAD SHX Text

OPERATOR, OPERATING

AutoCAD SHX Text

OPNG

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OPENING

AutoCAD SHX Text

OPP

AutoCAD SHX Text

OPPOSITE

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ORIG

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ORIGINAL

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OVHD

AutoCAD SHX Text

OVERHEAD

AutoCAD SHX Text

OUNCE

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

PLAIN END, POLYELECTROLYTE POLYMER, POLYETHYLENE

AutoCAD SHX Text

PRESSURE GAUGE

AutoCAD SHX Text pH

AutoCAD SHX Text

HYDROGEN ION CONCENTRATION

AutoCAD SHX Text

PLANT INFLUENT, POINT OF INTERSECTION

AutoCAD SHX Text

PJF

AutoCAD SHX Text

PREMOLDED JOINT FILLER

AutoCAD SHX Text

PLATE, PROPERTY LINE, PLACE

AutoCAD SHX Text

PLYWD

AutoCAD SHX Text

PLYWOOD

AutoCAD SHX Text

PUMP, PROPELLER METER

AutoCAD SHX Text

POB

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text

POTASSIUM PERMANGANATE

AutoCAD SHX Text

PPD

AutoCAD SHX Text

POUNDS PER DAY

AutoCAD SHX Text

PPH

AutoCAD SHX Text

POUNDS PER HOUR

AutoCAD SHX Text

PPM

AutoCAD SHX Text

PARTS PER MILLION

AutoCAD SHX Text

PAIR

AutoCAD SHX Text

PRC

AutoCAD SHX Text

POINT OF REVERSE CURVE

AutoCAD SHX Text

PREFAB

AutoCAD SHX Text

PREFABRICATED

AutoCAD SHX Text

PRI

AutoCAD SHX Text

PRIMARY

AutoCAD SHX Text

PRV

AutoCAD SHX Text

PRESSURE REGULATING/REDUCING VALVE

AutoCAD SHX Text

PRESSURE SWITCH, PUMP STATION

AutoCAD SHX Text

PSF

AutoCAD SHX Text

POUNDS PER SQUARE FOOT

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PSI

AutoCAD SHX Text

POUNDS PER SQUARE INCH

AutoCAD SHX Text

PSIG

AutoCAD SHX Text

POUNDS PER SQUARE INCH GAUGE

AutoCAD SHX Text

POINT OF TANGENT, PRESSURE TREATED

AutoCAD SHX Text

PTDF

AutoCAD SHX Text

PRESSURE TREATED DOUGLAS FIR

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

PVC

AutoCAD SHX Text

POLYVINYL CHLORIDE

AutoCAD SHX Text

PVI

AutoCAD SHX Text

POINT OF VERTICAL INTERSECTION

AutoCAD SHX Text

POTABLE WATER

AutoCAD SHX Text

RAD

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

REINFORCED CONCRETE

AutoCAD SHX Text

RCP

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

ROOF DRAIN OR ROAD

AutoCAD SHX Text

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

AutoCAD SHX Text

REINF

AutoCAD SHX Text

REINFORCE, REINFORCED

AutoCAD SHX Text

REQD

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

REV

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

ROOF, RAISED FACE

AutoCAD SHX Text

RND

AutoCAD SHX Text

ROUND

AutoCAD SHX Text

RPM

AutoCAD SHX Text

REVOLUTIONS PER MINUTE

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RADIUS POINT

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RAW SEWAGE

AutoCAD SHX Text

RST

AutoCAD SHX Text

REINFORCING STEEL, RESET

AutoCAD SHX Text

REGULATING TANK, RADIOGRAPHIC, RIGHT

AutoCAD SHX Text

ROOF VENT

AutoCAD SHX Text R/W

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

RAW WATER

AutoCAD SHX Text S

AutoCAD SHX Text

SOUTH, SECOND

AutoCAD SHX Text

SAMPLE, SAMPLE LINE

AutoCAD SHX Text

SCFM

AutoCAD SHX Text

STANDARD CUBIC FEET PER MINUTE

AutoCAD SHX Text

SCH

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

SECT

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SHT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SIM

AutoCAD SHX Text

SIMILAR

AutoCAD SHX Text

SLP

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SPACING, STATIC PRESSURE

AutoCAD SHX Text

SPA

AutoCAD SHX Text

SPACED

AutoCAD SHX Text

SPEC

AutoCAD SHX Text

SPECIFIED, SPECIFICATION

AutoCAD SHX Text

SPECS

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text

SPG

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

SPKR

AutoCAD SHX Text

SPEAKER

AutoCAD SHX Text

SPLY

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

SPRT

AutoCAD SHX Text

SUPPORT

AutoCAD SHX Text

SQUARE

AutoCAD SHX Text

SQ FT

AutoCAD SHX Text

SQUARE FOOT

AutoCAD SHX Text

SUPPLY REGISTER

AutoCAD SHX Text

SANITARY SEWER, SERVICE SINK

AutoCAD SHX Text

SST

AutoCAD SHX Text

STAINLESS STEEL

AutoCAD SHX Text

STA

AutoCAD SHX Text

STATION

AutoCAD SHX Text

STD

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

STIFF

AutoCAD SHX Text

STIFFENER

AutoCAD SHX Text

STL

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

STRL

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

SUC

AutoCAD SHX Text

STRUCTURAL UNDERDRAIN COLLECTOR

AutoCAD SHX Text

SWA

AutoCAD SHX Text

SOUTHWEST AQUEDUCT

AutoCAD SHX Text

SYM

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

SYMM

AutoCAD SHX Text

SYMMETRICAL

AutoCAD SHX Text

SYS

AutoCAD SHX Text

SYSTEM

AutoCAD SHX Text T

AutoCAD SHX Text

THICKNESS, TOP, TOILET

AutoCAD SHX Text T&B

AutoCAD SHX Text

TOP AND BOTTOM

AutoCAD SHX Text T&G

AutoCAD SHX Text

TONGUE AND GROOVE

AutoCAD SHX Text

TAN

AutoCAD SHX Text

TANGENT

AutoCAD SHX Text

TBC

AutoCAD SHX Text

TOP BACK OF CURB

AutoCAD SHX Text

TBM

AutoCAD SHX Text

TEMPORARY BENCH MARK

AutoCAD SHX Text

TDH

AutoCAD SHX Text

TOTAL DYNAMIC HEAD

AutoCAD SHX Text

TECH

AutoCAD SHX Text

TECHNICAL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

TEMP

AutoCAD SHX Text

TEMPERATURE, TEMPORARY

AutoCAD SHX Text

THK

AutoCAD SHX Text

THICK

AutoCAD SHX Text

THR'D

AutoCAD SHX Text

THREADED

AutoCAD SHX Text

TANK

AutoCAD SHX Text

TOP OF

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TOC

AutoCAD SHX Text

TOP OF CONCRETE

AutoCAD SHX Text

TOG

AutoCAD SHX Text

TOP OF GRADE

AutoCAD SHX Text

TELEPHONE POLE, TURNING POINT

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

UBC

AutoCAD SHX Text

UNIFORM BUILDING CODE

AutoCAD SHX Text

UNDERDRAIN

AutoCAD SHX Text

UNDERGROUND

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UNIT HEATER

AutoCAD SHX Text

UNDERWRITERS LABORATORIES

AutoCAD SHX Text

UNO

AutoCAD SHX Text

UNLESS NOTED OTHERWISE

AutoCAD SHX Text

USBR

AutoCAD SHX Text

U.S. BUREAU OF RECLAMATION

AutoCAD SHX Text V

AutoCAD SHX Text

VALVE, VENT, VOLT, VACUUM

AutoCAD SHX Text

VAR

AutoCAD SHX Text

VARIES, OR VARIABLE

AutoCAD SHX Text

VERTICAL CURVE

AutoCAD SHX Text

VCP

AutoCAD SHX Text

VITRIFIED CLAY PIPE

AutoCAD SHX Text

VERT

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

VIC

AutoCAD SHX Text

VICTAULIC COUPLING

AutoCAD SHX Text

VOL

AutoCAD SHX Text

VOLUME

AutoCAD SHX Text

VPI

AutoCAD SHX Text

VERTICAL POINT OF INFLECTION

AutoCAD SHX Text

VSS

AutoCAD SHX Text

VOLATILE SUSPENDED SOLIDS

AutoCAD SHX Text

VTC

AutoCAD SHX Text

VENT THROUGH CEILING

AutoCAD SHX Text

VTR

AutoCAD SHX Text

VENT THROUGH ROOF

AutoCAD SHX Text W

AutoCAD SHX Text

WEST, WASTE, WIDE FLANGE (BEAM)

AutoCAD SHX Text W/

AutoCAD SHX Text

WITH

AutoCAD SHX Text W/O

AutoCAD SHX Text

WITHOUT

AutoCAD SHX Text

WATER COLUMN OR WATER CLOSET

AutoCAD SHX Text

WCO

AutoCAD SHX Text

WALL CLEANOUT

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

WATER HEATER

AutoCAD SHX Text

WATER STOP, WATER SURFACE

AutoCAD SHX Text

WSP

AutoCAD SHX Text

WELDED STEEL PIPE

AutoCAD SHX Text

WSTP

AutoCAD SHX Text

WATER STOP

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

WWM

AutoCAD SHX Text

WELDED WIRE MESH

AutoCAD SHX Text

XMFR

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

XMTR

AutoCAD SHX Text

TRANSMITTER

AutoCAD SHX Text

EXTRA STRONG

AutoCAD SHX Text

YARD

AutoCAD SHX Text

YARD PIPING

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

ERIC W. NEIL

7702647

P:\Stockton Town\824-24-01 Stockton Well\2.0 Design Phase\2.7 Drawings\2.7.2 Sht\8242401_G-03 - WATER LINE.dwg Plotted: 2/17/2026 5:19 PM By: Eric Neil

N S

N O

C R

O N

. B Y

N E

H O

N O

D R

C T

N U

R D

SHEET OF

DRAWING NO.

C H

D R

STA

PROFESS

G I NEER

03 07

G-03

26SY

-0

O N

AutoCAD SHX Text A

AutoCAD SHX Text C-10

AutoCAD SHX Text 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

AutoCAD SHX Text

ATMS

AutoCAD SHX Text

CTV

AutoCAD SHX Text C(ug)

AutoCAD SHX Text

COMM

AutoCAD SHX Text P(ug)

AutoCAD SHX Text

OHP

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

IRR

AutoCAD SHX Text

PETRO

AutoCAD SHX Text

AutoCAD SHX Text T(ug)

AutoCAD SHX Text

TEL

AutoCAD SHX Text W

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

AutoCAD SHX Text

AutoCAD SHX Text 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

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

AutoCAD SHX Text

PIPE ANCHOR

AutoCAD SHX Text

LIQUID SURFACE EL

AutoCAD SHX Text

AREA DRAIN

AutoCAD SHX Text M M

AutoCAD SHX Text D M

AutoCAD SHX Text P M

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text B

AutoCAD SHX Text

PULSATION DAMPENER

AutoCAD SHX Text

PIPE SUPPORT (IN PLAN ONLY)

AutoCAD SHX Text

CONDENSATE TRAP

AutoCAD SHX Text

ROTAMETER

AutoCAD SHX Text

ORIFICE PLATE AND FLANGES

AutoCAD SHX Text

PROPELLER METER

AutoCAD SHX Text

DENSITY METER

AutoCAD SHX Text

MAGNETIC METER

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THERMOMETER

AutoCAD SHX Text

FLAME ARRESTER

AutoCAD SHX Text

INJECTOR OR EDUCTOR

AutoCAD SHX Text

BLOWER OR COMPRESSOR

AutoCAD SHX Text

METERING PUMP

AutoCAD SHX Text

BUBBLER LEVEL CONTROL

AutoCAD SHX Text

HOSE BIBB (H/B)

AutoCAD SHX Text

ANGLE VALVE

AutoCAD SHX Text

SLUICE GATE

AutoCAD SHX Text

SLIDE GATE

AutoCAD SHX Text

STOP GATE

AutoCAD SHX Text T

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

BACKWATER VALVE

AutoCAD SHX Text

CHANGE IN PIPING MATERIAL

AutoCAD SHX Text

24" RCP-RW

AutoCAD SHX Text

FHC

AutoCAD SHX Text

UNIT HEATER

AutoCAD SHX Text

FIRE EXTINGUISHER

AutoCAD SHX Text

FIRE HOSE CABINET

AutoCAD SHX Text

DEFLECTING DAMPER

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

WCO

AutoCAD SHX Text

WCO

AutoCAD SHX Text P

AutoCAD SHX Text

REDUCER OR INCREASER

AutoCAD SHX Text

QUICK DISCONNECT COUPLER

AutoCAD SHX Text

FLOW TUBE

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

STRAINER

AutoCAD SHX Text

CUT PIPE

AutoCAD SHX Text

BLIND FLANGE

AutoCAD SHX Text

CAPPED END OR PLUGGED END

AutoCAD SHX Text

UNION

AutoCAD SHX Text

FLEXIBLE COUPLING

AutoCAD SHX Text

MECHANICAL TYPE COUPLING

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

FLANGED ADAPTER COUPLING

AutoCAD SHX Text

SLEEVE-TYPE COUPLING

AutoCAD SHX Text

DIAPHRAGM VALVE

AutoCAD SHX Text

PRESSURE RELIEF VALVE

AutoCAD SHX Text

NEEDLE VALVE

AutoCAD SHX Text

FLOAT OPERATED VALVE

AutoCAD SHX Text

MULTIPORT VALVE - 4 WAY

AutoCAD SHX Text

MULTIPORT VALVE - 3 WAY

AutoCAD SHX Text

SOLENOID VALVE

AutoCAD SHX Text

TEMPERATURE CONTROL VALVE

AutoCAD SHX Text M

AutoCAD SHX Text

BACK-PRESSURE VALVE

AutoCAD SHX Text

PRESSURE REGULATING VALVE

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

DRAIN TRAP

AutoCAD SHX Text

FLOOR SINK

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

HUB DRAIN

AutoCAD SHX Text

BLOW OFF ASSEMBLY

AutoCAD SHX Text

CLEANOUT TO GRADE

AutoCAD SHX Text

FLOOR CLEANOUT

AutoCAD SHX Text

WALL CLEANOUT

AutoCAD SHX Text

PRESSURE CLEANOUT TO GRADE

AutoCAD SHX Text

COTG

AutoCAD SHX Text

FCO

AutoCAD SHX Text

FCO

AutoCAD SHX Text

PCOTG

AutoCAD SHX Text

COTG

AutoCAD SHX Text

SPAN

AutoCAD SHX Text 24 X 12

AutoCAD SHX Text 12 X 24

AutoCAD SHX Text

CFM

AutoCAD SHX Text

CFM

AutoCAD SHX Text

CFM

AutoCAD SHX Text

CFM

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

AIR TURNING VANES IN DUCT

AutoCAD SHX Text

PLASTIC, RUBBER OR NEOPRENE

AutoCAD SHX Text

GRATING

AutoCAD SHX Text

CHECKERED PLATE

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text

FLANGED FITTING

AutoCAD SHX Text

WELDED FITTING

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TOE

AutoCAD SHX Text

TOP

AutoCAD SHX Text

PRESSURE SWITCH

AutoCAD SHX Text

PRESSURE GAUGE

AutoCAD SHX Text

ROOM THERMOSTAT

AutoCAD SHX Text T

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

GLOBE VALVE

AutoCAD SHX Text

LUBRICATED PLUG VALVE

AutoCAD SHX Text

ECCENTRIC PLUG VALVE

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

GATE VALVE, BURIED WITH VALVE BOX

AutoCAD SHX Text

ALUMINUM OR METAL DECKING

AutoCAD SHX Text

SAND

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

INSULATION

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

MASONRY

AutoCAD SHX Text

(2) THIS DETAIL IS IDENTIFIED AS:

AutoCAD SHX Text

(1) DETAIL IDENTIFICATION SHOWN ON DRAWING AS:

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DISCIPLINE

AutoCAD SHX Text C-01

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

DUCT (FIRST DIMENSION DUCT SIDE SHOWN, SECOND DIMENSION DUCT SIDE NOT SHOWN)

AutoCAD SHX Text

SUPPLY OR OUTSIDE AIR DUCT (FIRST DIMENSION, DUCT WIDTH)

AutoCAD SHX Text

EXHAUST OR RETURN AIR DUCT (FIRST DIMENSION, DUCT WIDTH)

AutoCAD SHX Text

CEILING SUPPLY DIFFUSER (SIZE IN INCHES)

AutoCAD SHX Text CEILING RETURN OR EXHAUST AIR GRILLE OR REGISTER (SIZE IN INCHES, WIDTH X HEIGHT)

AutoCAD SHX Text

EXHAUST OR RETURN AIR GRILLE OR REGISTER (SIZE IN INCHES, WIDTH X HEIGHT)

AutoCAD SHX Text

SUPPLY GRILLE OR REGISTER (SIZE IN INCHES, WIDTH X HEIGHT)

AutoCAD SHX Text

BUTTERFLY VALVE, BURIED WITH VALVE BOX

AutoCAD SHX Text

ECCENTRIC PLUG VALVE, BURIED WITH VALVE BOX

AutoCAD SHX Text

LUBRICATED PLUG VALVE, BURIED WITH VALVE BOX

AutoCAD SHX Text

MOTOR OPERATOR FOR VALVES (M = ELECTRIC, P = PNEUMATIC, H = HYDRAULIC)

AutoCAD SHX Text

PROGRESSIVE CAVITY, POSITIVE DISPLACEMENT PUMP

AutoCAD SHX Text

CENTRIFUGAL OR TURBINE PUMP OR FAN

AutoCAD SHX Text

AIR VACUUM AND AIR RELEASE ASSEMBLY

AutoCAD SHX Text

PRESSURE GAUGE WITH DIAPHRAGM SEAL

AutoCAD SHX Text

PRESSURE SWITCH WITH DIAPHRAGM SEAL

AutoCAD SHX Text

FLANGED ADAPTER - SET SCREW TYPE

AutoCAD SHX Text

SCREWED, SOCKET-WELD, BELL AND SPIGOT OR HUBLESS FITTING

AutoCAD SHX Text

MECHANICAL-TYPE FITTING (GROOVED)

AutoCAD SHX Text

MUD VALVE

AutoCAD SHX Text

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

AutoCAD SHX Text

EQUIPMENT NUMBER (SEE EQUIPMENT SCHEDULE)

AutoCAD SHX Text

(2) THIS SECTION IS IDENTIFIED AS:

AutoCAD SHX Text

(1) SECTION CUT SHOWN ON DRAWING AS:

AutoCAD SHX Text

SECTION LETTER

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

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SECTION LETTER

AutoCAD SHX Text

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

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DETAIL NUMBER

AutoCAD SHX Text

DRAWING NUMBER WHERE THE DETAIL IS SHOWN

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

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

AutoCAD SHX Text

SECTION IDENTIFICATION

AutoCAD SHX Text

TYPICAL DETAIL IDENTIFICATION

AutoCAD SHX Text

INDIVIDUAL DRAWING NUMBER

AutoCAD SHX Text NOTES: A. IF PLAN AND SECTION (OR DETAIL CALL-OUT AND DETAIL) ARE 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 DRAWINGS. FOR ELECTRICAL SYMBOLS SHOWN ON ELECTRICAL DRAWINGS. FOR WELDING SYMBOLS USE AMERICAN WELDING SOCIETY STANDARD SYMBOLS. SEE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL.

AutoCAD SHX Text

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

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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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THERMOSTATIC TRAP

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EXPANSION JOINT

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EXPANSION LOOP

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ECCENTRIC REDUCER OR INCREASER

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SOLENOID SHIELD

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METER

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REVISION WORK

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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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DETAIL IDENTIFICATION

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KNIFE VALVE

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SECTION

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SCALE: AS DESIGNATED

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DETAIL

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NTS

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DRAWING IDENTIFICATION SYSTEM

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LETTER

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DISCIPLINE

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GENERAL

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CIVIL

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GENERAL CIVIL DETAILS

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TO BE REMOVED OR ABANDONED

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ERIC W. NEIL

P:\Stockton Town\824-24-01 Stockton Well\2.0 Design Phase\2.7 Drawings\2.7.2 Sht\8242401_G-04 - WATER LINE.dwg Plotted: 2/17/2026 5:19 PM By: Eric Neil

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1. SYMBOLS FOR STRUCTURES, PIPE, ETC. USED FOR IDENTIFICATION ARE SHOWN SYMBOLS FOR STRUCTURES, PIPE, ETC. USED FOR IDENTIFICATION ARE SHOWN IN LEGENDS AND SHALL BE FOLLOWED THROUGHOUT THE PLANS WHENEVER APPLICABLE. NOT ALL OF THE VARIOUS COMPONENTS SHOWN IN THESE LEGENDS ARE NECESSARILY USED IN THE PROJECT. 2. SCALE OF THE DRAWINGS OR DETAILS ARE SHOWN IN TITLE BLOCK OR SCALE OF THE DRAWINGS OR DETAILS ARE SHOWN IN TITLE BLOCK OR DIRECTLY UNDER THE PLAN OR DETAIL. THE SIZE OF THE ORIGINAL PLOTTED DRAWINGS IS 22"X34". CARE SHOULD BE TAKEN TO VERIFY THE SCALE BAR IN THE TITLE BLOCK AREA TO DETERMINE THE SCALE OF REDUCED REPRODUCTIONS. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PERFORM CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PERFORM CONSTRUCTION ACTIVITIES PER THE CONTRACT DOCUMENTS. ANY ADDITIONS, DELETIONS, OR MODIFICATIONS SHALL FIRST MEET WITH THE WRITTEN APPROVAL OF THE ENGINEER AND THE OWNER. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMIT(S) AND COMPLY WITH ALL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMIT(S) AND COMPLY WITH ALL REQUIREMENTS OF GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE THE CONTRACTOR SHALL KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE ESTABLISHED RIGHTS-OF-WAY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO, VEHICLES AND EQUIPMENT, LIMITS OF TRENCH EXCAVATION, AND EXCAVATED MATERIAL AND BACKFILL STORAGE. IF THE CONTRACTOR REQUIRES ADDITIONAL CONSTRUCTION EASEMENTS, IT SHALL BE SOLELY THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SUCH EASEMENTS FROM INDIVIDUAL PROPERTY OWNERS. 6. UTILITY LOCATIONS: UTILITY LOCATIONS: CONTRACTOR SHALL CONTACT BLUE STAKES TO LOCATE EXISTING UTILITIES. ALL UTILITY LOCATIONS, SHOWN ON DRAWINGS, ARE APPROXIMATE AND ARE NOT INCLUSIVE OF ALL EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTHS OF UTILITIES IN THE FIELD BY POT HOLING A MINIMUM OF TWO WEEKS TIME OR 200-FEET AHEAD OF TWO WEEKS TIME OR 200-FEET AHEAD OF AHEAD OF PIPELINE CONSTRUCTION TO AVOID CONFLICTS WITH DESIGNED PIPELINE GRADE AND ALIGNMENT. IF A CONFLICT ARISES RESULTING FROM THE CONTRACTOR NEGLECTING TO POT HOLE UTILITIES, THE CONTRACTOR TO RESOLVE THE CONFLICT WITHOUT ADDITIONAL COST OR CLAIM TO THE OWNER. CONTRACTOR SHALL POT HOLE CRITICAL LOCATIONS AND OBTAIN ALL CRITICAL LOCATIONS AND OBTAIN ALL AND OBTAIN ALL EXISTING PIPE O.D. PRIOR TO ORDERING OR OBTAINING MATERIALS REQUIRED FOR CONNECTIONS TO EXISTING PIPING. UTILITY SHUT-DOWNS AND OTHER WORK WILL NOT BE SCHEDULED OR ALLOWED UNTIL THIS IS ACCOMPLISHED AND MATERIALS ARE ON SITE AND APPROVED FOR USE BY STOCKTON TOWN. 8. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE WHICH ARE TO REMAIN IN PLACE. ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED TO ORIGINAL OR BETTER CONDITION TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 9. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING SERVICE LINES FOR GAS, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING SERVICE LINES FOR GAS, SEWER, WATER, AND OTHER UTILITIES AND REPAIRING DAMAGE TO SUCH LINES AS A RESULT OF THE CONTRACTOR'S OPERATIONS. SERVICE CONNECTIONS FOR UTILITIES ARE NOT SHOWN ON THE DRAWINGS. 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMANCE WITH LOCAL AND 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. 11. CONTRACTOR SHALL NOT DESTROY, REMOVE, OR DISTURB ANY EXISTING CONTRACTOR SHALL NOT DESTROY, REMOVE, OR DISTURB ANY EXISTING SURVEY MONUMENTS WITHOUT AUTHORIZATION OF CONTROLLING AGENCY. NO PAVEMENT CUTTING OR REMOVAL SHALL BEGIN UNTIL ALL SURVEY MARKERS OR MONUMENT POINTS THAT HAVE THE POTENTIAL OF BEING DISTURBED BY THE CONSTRUCTION OPERATIONS HAVE BEEN PROPERLY REFERENCED BY A REGISTERED LAND SURVEYOR. ALL SURVEY MONUMENTS OR POINTS DISTURBED BY THE CONTRACTOR SHALL BE ACCURATELY RESET BY A REGISTERED LAND SURVEYOR AFTER ALL RESTORATION AND RESURFACING HAS BEEN COMPLETED. 12. TRENCHING OPERATIONS SHALL BE PERFORMED SO AS TO PROTECT EXISTING TRENCHING OPERATIONS SHALL BE PERFORMED SO AS TO PROTECT EXISTING SITE FEATURES. TRENCH SUPPORTS AND DEWATERING (NOTE 13) SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. MAXIMUM OPEN TRENCH DURING WORKING HOURS SHALL BE 300 FEET. ALL TRENCHES SHALL BE BACKFILLED AND/OR PLATED DURING NON-WORKING HOURS, PER EXCAVATION PERMIT REQUIREMENTS. 13. DEWATERING: GROUND WATER AND SURFACE WATER CONTROL SHALL BE DEWATERING: 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. THE CONTRACTOR SHALL NOT RELY ON OWNER SUPPLIED PROCTOR, GROUND WATER AND/OR SURFACE WATER DATA. CONTRACTOR SHALL OBTAIN DEWATERING PERMIT AS NECESSARY. 14. AERIAL PHOTOS IN DRAWINGS: AERIAL PHOTOS IN DRAWINGS: THE AERIAL PHOTOS PROVIDED AS BACKGROUND IN THESE DRAWINGS ARE PROVIDED TO HELP CLARIFY THE WORK SITE. HOWEVER, THE PHOTOS DEPICT CONDITIONS AS THEY EXISTED IN 2025. PRESENT DAY CONDITIONS MAY VARY FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. BID SHALL INCLUDE ALL WORK REQUIRED TO COMPLETE THE PROJECT. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF EXCAVATIONS, AND ANY DAMAGE OF UTILITIES RESULTING FROM SETTLEMENT. 16. CONTRACTOR SHALL PREVENT ANY GROUND WATER OR DEBRIS FROM ENTERING CONTRACTOR SHALL PREVENT ANY GROUND WATER OR DEBRIS FROM ENTERING NEW PIPES DURING CONSTRUCTION. THE ENDS OF THE PIPES SHALL BE SEALED AT THE END OF EACH WORKDAY. 17. PROFILE DRAWINGS ARE HORIZONTAL PROJECTIONS OF THE PIPELINE PROFILE DRAWINGS ARE HORIZONTAL PROJECTIONS OF THE PIPELINE CENTERLINE, UNLESS OTHERWISE NOTED. 18. LAY PIPE TO DEPTH AND ALONG HORIZONTAL ALIGNMENT AS DEFINED IN LAY PIPE TO DEPTH AND ALONG HORIZONTAL ALIGNMENT AS DEFINED IN THESE DRAWINGS. CONTRACTOR SHALL NOT DEVIATE FROM PROPOSED ALIGNMENT OR GRADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. AVOID HIGH AND LOW POINTS EXCEPT WHERE DESIGNED. 19. CONTRACTOR SHALL BACKFILL TRENCH AREAS WHERE NEW WATERLINES CROSS CONTRACTOR SHALL BACKFILL TRENCH AREAS WHERE NEW WATERLINES CROSS UNDER EXISTING BURIED UTILITIES WITH FLOWABLE FILL (SOIL CEMENT BACKFILL) IN ACCORDANCE WITH APWA STANDARDS, WHERE MECHANICAL COMPACTION CANNOT BE ADEQUATELY PERFORMED. 20. ALL BURIED REBAR, FITTINGS, COUPLINGS, VALVES AND MECHANICAL JOINT ALL BURIED REBAR, FITTINGS, COUPLINGS, VALVES AND MECHANICAL JOINT NUTS AND BOLTS ARE TO BE COATED WITH NON OXIDE GREASE CHEVRON FM 2 OR APPROVED EQUAL, COVERED WITH 8 MIL POLYETHYLENE SHEETING, AND TAPE WRAPPED WITH AWWA C209 OR 214, 70 MIL MIN THICKNESS. 21. UNLESS NOTED OTHERWISE, ALL WATER MAIN SHALL BE 8-INCH AND 10-INCH UNLESS NOTED OTHERWISE, ALL WATER MAIN SHALL BE 8-INCH AND 10-INCH PVC C900 DR18 PIPE, AND 8-INCH AND 6-INCH DUCTILE IRON CLASS 350 PIPE. SIZE OF FITTINGS SHOWN ON THE PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, AND SHALL BE DUCTILE IRON FITTINGS. DUCTILE IRON FITTINGS SHALL HAVE MEGALUGS ON ALL MECHANICAL JOINTS. 22. CONTRACTOR SHALL PROTECT ADJACENT PRESSURE PIPELINES AND PROVIDE CONTRACTOR SHALL PROTECT ADJACENT PRESSURE PIPELINES AND PROVIDE TEMPORARY THRUST RESTRAINT AS NECESSARY DURING CONSTRUCTION INCLUDING EXISTING VALVES, TEES, BENDS, ETC.. ALL NEW PRESSURE PIPE AND FITTINGS SHALL HAVE THRUST RESTRAINED JOINTS, THRUST BLOCKS, THRUST TIES OR OTHER APPROVED THRUST RESTRAINT. THRUST PROTECTION SHALL BE ADEQUATE FOR THE TEST PRESSURE SPECIFIED. 23. ALL FITTINGS REQUIRED FOR THE COMPLETION OF THE WORK ARE NOT SHOWN ALL FITTINGS REQUIRED FOR THE COMPLETION OF THE WORK ARE NOT SHOWN IN THE DRAWINGS. MAXIMUM PIPE JOINT DEFLECTION SHALL BE 1-DEGREE. ADDITIONAL FITTINGS REQUIRED TO MAINTAIN THE ALIGNMENT SHOWN IN THE PLANS SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 24. MINIMUM DEPTH OF NEW PIPE: 4 FEET TO TOP OF PIPE UNLESS MINIMUM DEPTH OF NEW PIPE: 4 FEET TO TOP OF PIPE UNLESS OTHERWISE NOTED. 25. COORDINATE CONNECTION OF EXISTING WATER MAINS WITH STOCKTON TOWN. COORDINATE CONNECTION OF EXISTING WATER MAINS WITH STOCKTON TOWN. OPERATION OF ALL EXISTING MAIN LINE VALVES TO BE COORDINATED THROUGH STOCKTON TOWN 48-HOURS IN ADVANCE OF SHUTDOWN. CONNECTIONS TO SOME WATERLINES SERVING COMMERCIAL AREAS MAY REQUIRE NIGHT OR WEEKEND SHUTDOWNS. CONTRACTOR TO PERFORM NIGHT OR WEEKEND WORK IN THESE AREAS AT NO ADDITIONAL COST TO OWNER. STOCKTON TOWN DOES NOT GUARANTEE WATER SHUT-DOWNS. CONTRACTOR TO DEVISE PLANS TO AVOID WORK STOPPAGES IN THE EVENT A SHUT-DOWN DOES NOT GO AS PLANNED CONTRACTOR SHALL SUBMIT FOR REVIEW A SEQUENTIAL PLAN FOR CONNECTION, TESTING, AND FLUSHING OF ALL NEW WATER MAINS, HYDRANTS, AND SERVICE CONNECTIONS. 27. CONTRACTOR SHALL PERFORM CHLORINATION TEST, PRESSURE TEST, AND CONTRACTOR SHALL PERFORM CHLORINATION TEST, PRESSURE TEST, AND BACTERIA TEST. ALL WATERLINES INSTALLED SHALL BE DISINFECTED IN ACCORDANCE WITH THE "AMERICAN WATER WORKS ASSOCIATION STANDARD FOR DISINFECTING WATER MAINS" (AWWA C651). ALL CHLORINATED WATER SHALL BE DISPOSED OF IN ACCORDANCE WITH THE UTAH DEPT OF ENVIRONMENTAL QUALITY RULES AND REQUIREMENTS FOR SURFACE DISCHARGE AND COORDINATED WITH STOCKTON TOWN. 28. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN A WORKMANLIKE AND ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN A WORKMANLIKE AND SAFE MANNER AND IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND JOB-SITE RELATED CONSTRUCTION CONDITIONS AND REQUIREMENTS. OBTAIN PERMITS, INSPECTIONS AND APPROVALS AS REQUIRED BY JURISDICTIONAL AGENCIES AND PAY ALL ASSOCIATED FEES. CONTRACTOR AND INSTALLERS SHALL BE LICENSED AS REQUIRED BY STATE AND LOCAL JURISDICTIONS, AND BONDED AS DETERMINED BY PROJECT REQUIREMENTS. 29. PRESSURE TEST ALL PIPELINES TO 165 PSI MINIMUM FOR TWO HOURS WITH PRESSURE TEST ALL PIPELINES TO 165 PSI MINIMUM FOR TWO HOURS WITH ZERO LEAKAGE. IN THE CASE OF PIPELINES THAT FAIL TO PASS THE LEAKAGE TEST, THE CONTRACTOR SHALL DETERMINE THE CAUSE OF THE EXCESSIVE LEAKAGE, SHALL TAKE CORRECTIVE MEASURES NECESSARY TO REPAIR THE LEAKS, AND SHALL AGAIN TEST THE PIPELINES, ALL AT NO COST TO THE OWNER. 30. WORKING PRESSURE FOR THE SYSTEM IS LESS THAN 90 PSI WITH TEST WORKING PRESSURE FOR THE SYSTEM IS LESS THAN 90 PSI WITH TEST PRESSURE OF 165 PSI. ALL FLANGES, VALVES, FITTINGS, THRUST BLOCKS, ETC. SHALL BE RATED APPROPRIATELY. 31. ALL PIPE, FITTINGS, AND VALVES SHALL BE NSF 61 COMPLIANT FOR CULINARY ALL PIPE, FITTINGS, AND VALVES SHALL BE NSF 61 COMPLIANT FOR CULINARY WATER USE. 32. CONTRACTOR TO PROVIDE AND DISTRIBUTE APPROVED WRITTEN NOTICE OF CONTRACTOR TO PROVIDE AND DISTRIBUTE APPROVED WRITTEN NOTICE OF CONSTRUCTION ACTIVITIES TO ALL RESIDENTS AND BUSINESSES LOCATED IN THE CONSTRUCTION AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. WRITTEN NOTICE SHALL BE APPROVED BY THE ENGINEER PRIOR TO DISTRIBUTION. 33. CONTRACTOR SHALL PROVIDE AND UPDATE A CONSTRUCTION SCHEDULE FOR CONTRACTOR SHALL PROVIDE AND UPDATE A CONSTRUCTION SCHEDULE FOR WORKING IN THE PUBLIC RIGHT-OF-WAY PRIOR TO CONSTRUCTION. 34. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTROL OF DRAINAGE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTROL OF DRAINAGE AND EROSION DURING CONSTRUCTION AT CONSTRUCTION SITE, STAGING, AND SPOILS AREA. CONTRACTOR SHALL SUBMIT STORM RUNOFF CONTROL PLAN FOR APPROVAL BY ENGINEER AND OBTAIN A SWPPP PERMIT FROM THE UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY. 35. ABANDONING EXISTING WATERLINE: ABANDONING EXISTING WATERLINE: REMOVE ABANDONED PIPE WHERE UNCOVERED OR DISTURBED BY CONSTRUCTION.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 19, 2026.