4-SOLDIER CANYON WELL NO. 2 - DRAWINGS (2) (1).pdf

PDF 13 MB Posted Mar 4, 2026

Attached to: Stockton Town- Soldier Canyon Well No. 2 Project
Solicitation number: RA26-104
Issued by: Tooele County, Utah

About this file

Written by GovTribe AI · Mar 4, 2026

Summary of Government File: Soldier Canyon Well No. 2 Project Drawings

This file consists of engineering drawings for the Soldier Canyon Well No. 2 Project issued by Stockton Town, Utah. The project involves the construction and development of a municipal water well facility. The solicitation is being conducted by Stockton Town with engineering support from Bowen Collins Engineering. Questions regarding the bidding documents must be submitted by March 23, 2026 at 5:00 PM to the engineer at https://utah.bonfirehub.com or eneil@bowencollins.com. Bids are due on Thursday, March 26, 2026 at 4:00 PM local time and may be submitted online through the Utah Public Procurement Place at https://utah.bonfirehub.com or in person at Stockton Town Hall, 18 North Johnson Street, Stockton, Utah 84071.

The file provided contains two engineering drawings related to the well project, which serve as technical specifications and design documentation for bidders. Specific pricing information, contract terms, funding amounts, and detailed project scope are not included in this drawing document and would be found in the primary bidding documents. Bidders are responsible for reviewing all solicitation materials to ensure full compliance with project requirements and procurement procedures established by Stockton Town.

View the file

Other files

File	Type	Posted
3-SOLDIER CANYON WELL NO. 2 - DRAWINGS (3).pdf	PDF	Mar 4, 2026
1-SOLDIER CANYON WELL NO. 2 PROJECT - SPECIFICATIONS (1).pdf	PDF	Mar 4, 2026
2-SOLDIER CANYON WELL NO. 2 - DRAWINGS (1) (1).pdf	PDF	Mar 4, 2026

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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.dwg Plotted: 2/25/2026 3:22 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 WELL NO. 2 PROJECT

STOCKTON TOWN

PROJECT

LOCATION

01 34

G-01

Y M

N 82

-0

R O

L N

O . 2

O N

T O

W N

PROJECT VICINITY MAPPROJECT LOCATION MAP

STOCKTON TOWN

PROJECT

LOCATION

02/27/2026 02/27/202602/2 7/2

P:\Stockton Town\824-24-01 Stockton Well\2.0 Design Phase\2.7 Drawings\2.7.2 Sht\8242401_G-02.dwg Plotted: 2/27/2026 4:03 PM By: Eric Neil

N S

N O

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O N

. B Y

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SHEET OF

DRAWING NO.

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D R

STA

PROFESS

G I NEER

02 37

G-02

F D

S 82 4-

-0

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L N

O . 2

O N

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INDEX OF DRAWINGS

SHT NO.DWG NO. DESCRIPTION

GENERAL

01 G-01 PROJECT LOCATION AND VICINITY MAPS

02 G-02 INDEX OF DRAWINGS

03 G-03 ABBREVIATIONS

04 G-04 SYMBOLS

05 G-05 GENERAL NOTES

ARCHITECTURAL

06 A-01 BUILDING ELEVATIONS

07 A-02 FINISH AND DOOR SCHEDULE

GENERAL ARCHITECTURAL DETAILS

08 GA-01 GENERAL ARCHITECTURAL DETAILS - 1

CIVIL

09 C-01 SITE AND UTILITY PLAN

10 C-02 GRADING AND EROSION CONTROL PLAN

GENERAL CIVIL DETAILS

11 GC-01 GENERAL CIVIL DETAILS - 1

12 GC-02 GENERAL CIVIL DETAILS - 2

13 GC-03 GENERAL CIVIL DETAILS - 3

STRUCTURAL

14 S-01 ROOFING PLAN, FOUNDATION PLAN,

15 S-02 STRUCTURAL ELEVATION, SECTIONS & DETAILS

16 S-03 ROOF SECTIONS

GENERAL STRUCTURAL DETAILS

17 GS-01 GENERAL STRUCUTRAL NOTES

18 GS-02 GENERAL STRUCTURAL NOTES & DETAILS

19 GS-03 GENERAL STRUCTURAL DETAILS

MECHANICAL

20 M-01 MECHANICAL PLAN

21 M-02 MECHANICAL SECTIONS

22 M-03 EQUIPMENT SCHEDULE AND WELL ISLOATION DETAILS

GENERAL MECHANICAL DETAILS

23 GM-01 GENERAL MECHANICAL DETAILS - 1

24 GM-02 GENERAL MECHANICAL DETAILS - 2

ELECTRICAL

25 E-01 ELECTRICAL LEGEND AND NOTES

26 E-02 WELL 2 ELECTRICAL SITE PLAN

27 E-03 WELL 2 LIGHTING PLAN

28 E-04 WELL 2 ELECTRICAL PLAN

29 E-05 WELL 2 POWER ONE-LINE DIAGRAM

30 E-06 WELL 2 CONTROL BLOCK DIAGRAM

31 E-07 WELL 2 PUMP CONTROL SCHEMATIC

32 E-08 WELL 1 ELECTRICAL SITE PLAN AND CONTROL BLOCK DIAGRAM

33 E-09 WATER TREATMENT PLANT ELECTRICAL SITE PLAN AND

CONTROL BLOCK DIAGRAM

34 E-10 WATER TANKS ELECTRICAL SITE PLAN AND CONTROL BLOCK

DIAGRAM

GENERAL ELECTRICAL DETAILS

35 GE-01 GENERAL ELECTRICAL DETAILS - 1

36 GE-02 GENERAL ELECTRICAL DETAILS - 2

37 GE-03 GENERAL ELECTRICAL DETAILS - 3

AutoCAD SHX Text

ERIC W. NEIL

AutoCAD SHX Text 7702647

P:\Stockton Town\824-24-01 Stockton Well\2.0 Design Phase\2.7 Drawings\2.7.2 Sht\8242401_GE-02.dwg Plotted: 2/26/2026 9:02 AM By: Eric Neil

N S

N O

C R

O N

. B Y

N E

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D R

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SHEET OF

DRAWING NO.

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03 37

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N S

-0

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O . 2

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W 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

AutoCAD SHX Text C

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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

AutoCAD SHX Text d

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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)

AutoCAD SHX Text E

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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

AutoCAD SHX Text F

AutoCAD SHX Text

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

AutoCAD SHX Text G

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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

AutoCAD SHX Text H

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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

AutoCAD SHX Text

JORDAN VALLEY WATER TREATMENT PLANT

AutoCAD SHX Text K

AutoCAD SHX Text

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

AutoCAD SHX Text L

AutoCAD SHX Text

LEFT OR LITER

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LAB

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LABORATORY

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LAV

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LAVATORY

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POUND

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LENGTH OF CURVE

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LINEAR FEET

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LENGTH OR LONG

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LEFT HAND

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LIP

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LIP OF GUTTER

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LIVE LOAD

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LLV

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LONG LEG VERTICAL

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LOL

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LENGTH OF LINE

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LOW POINT

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LONG RADIUS

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LIGHT, LEFT

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LVL

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LEVEL

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LWL

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LOW WATER LEVEL

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LWR

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LOWER

AutoCAD SHX Text M

AutoCAD SHX Text

METER, MALE (PIPE THREAD)

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MACH

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MACHINE

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MAN

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MAGNETIC, MANUAL

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MATL

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MATERIAL

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MAX

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MAXIMUM

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MACHINE BOLT

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MCC

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MOTOR CONTROL CENTER

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MECH

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MECHANICAL, MECHANISM

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MEMB

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MEMBRANE

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MET

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METAL

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MFR

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MANUFACTURER

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MILLION GALLONS

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MGD

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MILLION GALLONS PER DAY

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MANHOLE, MONORAIL HOIST

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MALLEABLE IRON

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MID

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MIDDLE

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MIL

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1/1,000 INCH

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MIN

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MINIMUM OR MINUTE

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MISC

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MISCELLANEOUS

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MECHANICAL JOINT

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MASONRY OPENING

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MPH

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MILES PER HOUR

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MTG

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MOUNTING

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MTL

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METAL OR MATERIAL

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MTR

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MOTOR

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MWS

AutoCAD SHX Text

MAXIMUM WATER SURFACE

AutoCAD SHX Text N

AutoCAD SHX Text

NORTH

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NAVD

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NORTH AMERICAN VERTICAL DATUM

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NBS

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NATIONAL BUREAU OF STANDARDS

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NORMALLY CLOSED

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NORTHEAST

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NEC

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NATIONAL ELECTRIC CODE

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NEMA

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NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION

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NEAR FACE

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NFPA

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NATIONAL FIRE PROTECTION ASSOCIATION

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NIC

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NOT IN CONTRACT

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NUMBER OR NORMALLY OPEN

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NOM

AutoCAD SHX Text

NOMINAL

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NPT

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NATIONAL PIPE THREAD

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NEAR SIDE

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NSF

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NATIONAL SANITATION FOUNDATION

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NTS

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NOT TO SCALE

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NORTHWEST

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O TO O

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OUT TO OUT

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ON CENTER, OVER-CROSSING

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OUTSIDE DIAMETER, OVERALL DIMENSION

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OUTSIDE FACE, OVERFLOW

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OFS

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OVERFLOW STRUCTURE

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OVERHEAD

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OPER

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OPERATOR, OPERATING

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OPNG

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OPENING

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OPP

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OPPOSITE

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ORIG

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ORIGINAL

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OVHD

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OVERHEAD

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OUNCE

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PORTLAND CEMENT, POINT OF CURVE OR PRIMARY CLARIFIER

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PCC

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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

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PUMP, PROPELLER METER

AutoCAD SHX Text

POB

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POINT OF BEGINNING

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POTASSIUM PERMANGANATE

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PPD

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POUNDS PER DAY

AutoCAD SHX Text

PPH

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POUNDS PER HOUR

AutoCAD SHX Text

PPM

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PARTS PER MILLION

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PAIR

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PRC

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POINT OF REVERSE CURVE

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PREFAB

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PREFABRICATED

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PRI

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PRIMARY

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PRV

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PRESSURE REGULATING/REDUCING VALVE

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PRESSURE SWITCH, PUMP STATION

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PSF

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POUNDS PER SQUARE FOOT

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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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POINT OF TANGENT, PRESSURE TREATED

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PTDF

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PRESSURE TREATED DOUGLAS FIR

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PAVEMENT

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PVC

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POLYVINYL CHLORIDE

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PVI

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POINT OF VERTICAL INTERSECTION

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POTABLE WATER

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RAD

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RADIUS

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REINFORCED CONCRETE

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RCP

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REINFORCED CONCRETE PIPE

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ROOF DRAIN OR ROAD

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RDCR

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REDUCER, REDUCING

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RECIRC

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RECIRCULATION

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RED

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REDUCING

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REF

AutoCAD SHX Text

REFERENCE, REFER

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REG

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REGULATING, REGISTER

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REINF

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REINFORCE, REINFORCED

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REQD

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REQUIRED

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REV

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REVISION

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ROOF, RAISED FACE

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RND

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ROUND

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RPM

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REVOLUTIONS PER MINUTE

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RADIUS POINT

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RAW SEWAGE

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RST

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REINFORCING STEEL, RESET

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REGULATING TANK, RADIOGRAPHIC, RIGHT

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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

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SAMPLE, SAMPLE LINE

AutoCAD SHX Text

SCFM

AutoCAD SHX Text

STANDARD CUBIC FEET PER MINUTE

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SCH

AutoCAD SHX Text

SCHEDULE

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STORM DRAIN

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SECT

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SECTION

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SHT

AutoCAD SHX Text

SHEET

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SIM

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SIMILAR

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SLP

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SLOPE

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SPACING, STATIC PRESSURE

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SPA

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SPACED

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SPEC

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SPECIFIED, SPECIFICATION

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SPECS

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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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SQUARE

AutoCAD SHX Text

SQ FT

AutoCAD SHX Text

SQUARE FOOT

AutoCAD SHX Text

SUPPLY REGISTER

AutoCAD SHX Text

SANITARY SEWER, SERVICE SINK

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SST

AutoCAD SHX Text

STAINLESS STEEL

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STA

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STATION

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STD

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STANDARD

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STIFF

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STIFFENER

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STL

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STEEL

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STRL

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STRUCTURAL

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SUC

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STRUCTURAL UNDERDRAIN COLLECTOR

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SWA

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SOUTHWEST AQUEDUCT

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SYM

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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

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TBC

AutoCAD SHX Text

TOP BACK OF CURB

AutoCAD SHX Text

TBM

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TEMPORARY BENCH MARK

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TDH

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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

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TEMPERATURE, TEMPORARY

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THK

AutoCAD SHX Text

THICK

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THR'D

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THREADED

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TANK

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TOP OF

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TOC

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TOP OF CONCRETE

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TOG

AutoCAD SHX Text

TOP OF GRADE

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TELEPHONE POLE, TURNING POINT

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TOP OF WALL

AutoCAD SHX Text

TYP

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TYPICAL

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UBC

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UNIFORM BUILDING CODE

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UNDERDRAIN

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UNDERGROUND

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UNIT HEATER

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UNDERWRITERS LABORATORIES

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UNO

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UNLESS NOTED OTHERWISE

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USBR

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U.S. BUREAU OF RECLAMATION

AutoCAD SHX Text V

AutoCAD SHX Text

VALVE, VENT, VOLT, VACUUM

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VAR

AutoCAD SHX Text

VARIES, OR VARIABLE

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VERTICAL CURVE

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VCP

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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

AutoCAD SHX Text

VERTICAL POINT OF INFLECTION

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VSS

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VOLATILE SUSPENDED SOLIDS

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VTC

AutoCAD SHX Text

VENT THROUGH CEILING

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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

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WATER COLUMN OR WATER CLOSET

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WCO

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WALL CLEANOUT

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

WATER HEATER

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WATER STOP, WATER SURFACE

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WSP

AutoCAD SHX Text

WELDED STEEL PIPE

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WSTP

AutoCAD SHX Text

WATER STOP

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

WWM

AutoCAD SHX Text

WELDED WIRE MESH

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XMFR

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

XMTR

AutoCAD SHX Text

TRANSMITTER

AutoCAD SHX Text

EXTRA STRONG

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YARD

AutoCAD SHX Text

YARD PIPING

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

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.dwg Plotted: 2/26/2026 9:09 AM 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

04 37

G-04

26SY

-0

R O

L N

O . 2

O N

T O

W 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

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PIPE ANCHOR

AutoCAD SHX Text

LIQUID SURFACE EL

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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

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PIPE SUPPORT (IN PLAN ONLY)

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CONDENSATE TRAP

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ROTAMETER

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ORIFICE PLATE AND FLANGES

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PROPELLER METER

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DENSITY METER

AutoCAD SHX Text

MAGNETIC METER

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THERMOMETER

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FLAME ARRESTER

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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

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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

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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

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CAPPED END OR PLUGGED END

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UNION

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FLEXIBLE COUPLING

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MECHANICAL TYPE COUPLING

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EXPANSION JOINT

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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

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SIZE

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SIZE

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SIZE

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AIR TURNING VANES IN DUCT

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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

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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:

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(1) DETAIL IDENTIFICATION SHOWN ON DRAWING AS:

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DISCIPLINE

AutoCAD SHX Text S-02

AutoCAD SHX Text

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

AutoCAD SHX Text

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

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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:

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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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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.

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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

AutoCAD SHX Text LIGHT POLE ONE LUMINAIRE LIGHT POLE TWO LUMINAIRS LIGHT POLE STREET LIGHT WITH BRACKET

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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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SCALE: AS DESIGNATED

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TYPICAL 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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ARCHITECTURAL

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GENERAL ARCHITECTURAL DETAILS

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CIVIL

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GENERAL CIVIL DETAILS

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STRUCTURAL

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GENERAL STRUCTURAL DETAILS

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MECHANICAL

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GENERAL MECHANICAL DETAILS

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ELECTRICAL

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GENERAL ELECTRICAL 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-05.dwg Plotted: 2/26/2026 9:05 AM 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 90 PSI WITH TEST PRESSURE OF WORKING PRESSURE FOR THE SYSTEM IS 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.

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File details come from the government source that posted it. Updated Mar 4, 2026.