SA+97+Attachment+1+Final+7-17-24+Signed.pdf

PDF 27 MB Posted Jul 17, 2024

Attached to: NAWS Pipeline Condition Assessment Ward and McLean Counties, ND
Solicitation number: 770.9000-25-01
Issued by: Traill County, North Dakota

About this file

Written by GovTribe AI · Jul 18, 2024

This document is the Scope of Work for Project SA+97, which is the Northwest Area Water Supply (NAWS) Pipeline Condition Assessment in Ward and McLean counties, North Dakota. The project involves pressure testing and potential leak repairs for the NAWS main transmission pipeline in these two counties. The work is to be completed by the selected contractor within a 120-day period following the Notice to Proceed. The bid opening date is August 31, 2024, and the contract award is anticipated by September 30, 2024. A mandatory pre-bid meeting is scheduled for August 15, 2024, and site visits can be arranged upon request.

The contract is a fixed-price agreement, and the project is funded by the State of North Dakota. The estimated project value is between $2.5 and $3 million. There are no set-asides or incumbent contractors specified in the document. The contract term is for the duration of the 120-day project, with no renewal options.

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NAWS+SA+97+Final+IFB+posted.pdf	PDF	Jul 17, 2024
SA+97+Addendum+1+7-29-24+Sealed.pdf	PDF	Jul 17, 2024

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LAKE

AUDUBON

MAU-04

MAU-01WD

FEFE

FE FE

FE FE FE

ACMUV

BHLQ

4M-6

6M-8

3M-5

5M-7

FILTERNO 4

FILTERNO 3FILTERNO 2

FILTERNO 1

FLOCCULATION

BASIN NO 2FLOCCULATIONBASIN NO 1

DAF BASINNO 2

DAF BASINNO 1

CHEMICALSTORAGE& FEEDROOM

ELECTRICALROOM

CHLORINESTORAGEROOM

INSTRUMENTSHOP &STORAGE

BLOWERROOMMECHANICALROOM

UV REACTORS

232422

G FDNPTSWYXZ

SURGE TANK

TRAIN/CONFROOM

CHLORINEFEEDROOMM

MMMM

ABCDEFGHJKL

131415

MNPQRSTUV

222324

WXY

1H-3 2H-4

4H-6 3H-5

FEFE

FE FE

MS-3

S-1S-2

EEW/ES-1TMV-5

EEW-1

EEW-2

F-1

GD-1WB-1

TMV-4S-4

WB-1

TMV-3

ACDEFGH

MNPQRSTUV

222324

WXY

2665 UP 3865 3920

10859

ELECTRICALROOM109A

CHEMICALSTORAGE& FEEDROOM105

BLOWERROOM120

PROCESSAREA 1101

LABORATORY/OPERATIONS108

CHLORINESTORAGEROOM103

JANITOR111

CHLORINEFEEDROOM102

FEMALERESTROOM115

PROCESSAREA 2116

HALLWAY104

FEMALELOCKERS114

MALELOCKERS112MALERESTROOM113 INSTRUMENTSHOP &STORAGE110

HALLWAY118

MECHANICALROOM119

MAINENTRYHALLWAY106

TRAIN/CONFROOM107

COM/ITROOM109B

KITCHEN107A

OFFICE106A

PROCESSAREA 3117

ENTRYVESTIBULE104A

LAUNDRY110A

3/4"HB-2

3FG

H E D C B A2'-0"TYP.2'-0"TYP.UH-2

UH-1UH-3

UH-4

EF-S3

BDD-S3

EF-S2BDD-S2

EF-S1CD-S1

RR-2RR-1RR-3

LV-S3

LV-S1

LV-S2

2'-0" 6'-10"

1'-2" 1'-2"

4'-3"4'-3"4'-6"4'-6"

10'-0"10'-0" 18"x18" 3'-0"

3FG

H E D C B A

10'-0"TYP.

16'-0"

IN-LINE WATERHEATER H+C

SHOPSINK 4" ACO K100 SLOPED TRENCH DRAIN (TYP.)6" OUTLET6" OUTLET

SLOTTED PLASTICGRATE TYPE 492D(TYP.)

ACO K1-621CATCH BASIN(TYP.)ACO K1-631CATCH BASIN(TYP.) STAINLESS STEELGRATES TYPE 830D ANDTRASH BUCKETS (TYP.)

29'-8"19'-4"19'-4"10'-8"17'-4"10'-8"

19'-8"19'-8"

2" W UP

W W

W W W W WW

W W W W

W W W W WLAKE

SAKAKAWEA

N A W S

SHEET INDEX

GENERAL:

G-1 COVER & LOCATION MAP

G-2 ABBREVIATIONS & SYMBOLS

CIVIL:

P-1 TO P-3 PIPELINE PLAN SHEETS

C-1 TO C-2 SITE DETAILS

PRS-1 PRESSURE REDUCING STATION

GC-1 TO GC-2 CIVIL DETAILS

CP-1 TO CP-3 CATHODIC PROTECTION DETAILS

LEGEND

NAWS RAW WATER PIPELINE

NAWS RAW WATER PIPELINE IN SERVICE

(NOT IN CONTRACT)

NORTH DAKOTA

NAWS PROJECT

TOWN OF MAX

PROFESSIONALENGINEER

KEVIN E.

MARTIN

PE-3837

DATE 07/17/2024

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

Ra w

W at er S

A9 7\

Pl an s\ G

Sh ee ts .d w g-

G- 2-

-(t pa ul

ABBREVIATIONS AND SYMBOLS

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

JAR

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

G-2

HDPE

FOW

FACE OF WALL

FEET PER SECOND

FEET OR FOOT

HOSE BIBBH/B

BUTTERFLY VALVE

CAPACITY

CENTER TO CENTER

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

DOUBLE

DIRECT CURRENT

DETAIL

DIAMETER

DISCHARGE

DOWN OR DECANT

DRAWING

DUCTILE IRON

DIAGONAL

FLG

FLGD

FLR

FMH

FND

FOC

FLANGED

FLOOR

FLEXIBLE METAL HOSE

FOUNDATION

FACE OF CONCRETE

GPM

GRD

GRTG

HDW HARDWARE

HORIZ HORIZONTAL

SECONDARY

SECTION

SIMILAR

SCD

SCFM

SEC

SECT

SHT

SIM

SPECS

SPECF

STA

STC

STD

STL

STRUCT

SUCT

SYM

SYS

STEEL

STRUCTURAL OR STRUCTURE

SUCTION

SOLENOID VALVE

SYMMETRICAL OR SYMBOL

SYSTEM

STATIC PRESSURE

SPECIFICATIONS

SPECIFIED

SQUARE

STATION

SLEEVE-TYPE COUPLING

STANDARD

SCREWED

STANDARD CUBIC FEET PER MINUTE

W W/

WCO

W/O

WSTP

WWF

WWP

WITH

WALL CLEANOUT

WITHOUT

WATER STOP

WEIGHT

WATER WORKING PRESSURE

VACUUM, VALVE, VERTICAL, VENT, VOLT OR VOLUME

VARIES OR VARIABLE

VERTICAL

VOLUME

VENT THROUGH ROOF

VAR

VERT

VOL

VTR

RCP

RED

REF

RADIUS, RISER, RETURN OR RATE OF SLOPE

REINFORCED CONCRETE PIPE

REDUCER OR REDUCING

REFERENCE OR REFER

PRV

PSF

PSI

PSIA

PSIG

PVC

PAIR

PRESSURE REGULATING, RELIEF OR REDUCING VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAUGE

PLUG VALVE

POLYVINYL CHLORIDE

TOP AND BOTTOM

THREAD BOTH ENDS

TEMPORARY BENCH MARK

TOP OF CURB

THICK OR THICKNESS

THREADED

TBE

TBM

TEMP

THK

THR'D

TRANS

TSB

TYP

TANK

TELEPHONE POLE OR TELEGRAPH POLE

TRANSITION OR TRANSMITTER

TOP SET BASE

TYPICAL

UNDER-CROSSING

UNDERGROUND CONDUIT

UNDERGROUND ELECTRIC

UNIT HEATER

UNDERWRITERS LABORATORIES

UGC

UGE

PAVEMENT

PRESSURE GAGE

PAVMT

PNEU

PNL

PLT

PLATE, PROPERTY LINE OR PLACE

PNEUMATIC

PANEL

PLANT

INSIDE DIAMETER

INSIDE FACE

INCH

INSULATION OR INSULATED

INSTRUMENT

INTERIOR

IRON PIPE

INSL

INSTR

INT

INV

KILOVOLT

KILOWATT

KILOWATT HOUR

KWH

LEV

LWR

POUND

LENGTH OR LONG

LEVEL

LEFT OR LIGHT

LOWER

MANUAL

MAXIMUM

MECHANICAL

MANUFACTURER

MANUFACTURED

MAN

MAX

MECH

MFR

MFR'D

MIN

MISC

MANHOLE

MINIMUM OR MINUTE

MISCELLANEOUS

MARK

MECHANICAL-TYPE COUPLING

MOUNTED

MOUNTING

MATERIAL OR METAL

MOTOR

MTC

MTD

MTG

MTL

MTR

NEC

NEMA

NFPA

NIC

NPS

NPT

NTS

NOMINAL PIPE SIZE (FORMERLY I.P.S.)

NEAR SIDE

NOT TO SCALE

NORMALLY CLOSED

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NATIONAL FIRE PROTECTION ASSOCIATION

NEAR FACE

NATURAL GRADE OR NATURAL GAS

NOT IN CONTRACT

NUMBER OR NORMALLY OPEN

OVER-CROSSING OR ON CENTER

OPERATOR OR OPERATING

OPER

OPNG OPENING

HEATER

HAND WHEEL OPERATED

HTR

HWO

CHANGE

CAST IRON PIPE

CONSTRUCTION JOINT

CLEAR

CEMENT MORTAR LINED AND COATED

GALVANIZED

GROOVED FLANGE ADAPTER

GALVANIZED IRON

GLOBE VALVE

GALLONS PER MINUTE

GRADE OR GROUND

GRATING

GATE VALVE

FABR

FABRICATION, FABRICATE OR FABRICATED

FLAT BAR, FLOOR BEAM OR FIELD BOOK

FLOOR DRAIN

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISHED

FIXTURE

FLEXIBLE

FIG

FIN

FIX

FLEX

EXHAUST

EXISTING

EXTERIOR OR EXTENSION

EXH

EXIST

EXT

ELEC

ENCL

EQUIP

ELEVATION

ENCLOSURE

EQUAL

EQUIPMENT

EAST

EACH

ECCENTRIC

EACH FACE OR EXHAUST FAN

ECC

ABBREVIATION

ADJUSTABLE

ABBR

APPD

APPROX

ASME

ASTM

AWWA

AMERICAN SOCIETY OF MECHANICAL ENGINEERS

AMERICAN SOCIETY FOR TESTING AND MATERIAL

ATMOSPHERE

AIR VACUUM AND AIR RELEASE VALVE

AMERICAN WATER WORKS ASSOCIATION

AMERICAN NATIONAL STANDARDS INSTITUTE (FORMERLY A.S.A.)

APPROVED

APPROXIMATE

BLIND FLANGE

TEMPERATURE OR TEMPORARY

FT. LB FOOT-POUND

FPS

FRP

FRAME

FIBERGLASS REINFORCED PLASTIC

CONC

CONN

CONST

CONT

CONTR

CORRUGATED METAL PIPE

CONCRETE OR CONCENTRIC

CONNECTION

CONSTRUCTION OR CONSTRUCT

CONTINUED OR CONTINUOUS

CONTRACTOR

COMPRESSOR OR COMPRESSION

COUPLING

COUNTERSUNK

CENTER

COMP

CPLG

GALV

GEN

GFA

GLV

DISCH

DWG

DIFF

BLOW-OFF ASSEMBLY

BOTTOM

BELL AND SPIGOT IPS

IRRG

IRON PIPE SIZE

IRRIGATION

CYLINDER

DIRECT CURRENT

JOINTJT

SP STATIC PRESSURE

SWGR SWITCH GEAR

UNO UNLESS NOTED OTHERWISE

FLAT FACE, FINISHED FLOOR, OR FAR FACE

INVERT

LLV LONG LEG VERTICAL

MAT MATERIAL

SCH SCHEDULE

STORM DRAIN

TOC TOP OF CONCRETE

OBJ OBJECT

TO TOP OF

ADDITIONAL

ALUMINUM

ALTERNATING

HORSEPOWER, HIGH POINT OR HIGH PRESSURE

LP LOW POINT

ALTERNATING CURRENT, ASBESTOS CEMENT

ANCHOR BOLT

ALUM

AMERICAN WELDING SOCIETY

BETWEEN CENTERS

CML&C

DIFFERENTIAL

DWLS DOWELS

EACH WAY

ELEV ELEVATION

FAHRENHEIT

FIRE EXTINGUISHER

FLOW LINE

LITER, LENGTH OR ANGLE

LCP LOCAL CONTROL PANEL

LLH LONG LEG HORIZONTAL

MOTOR OPERATED

NATIONAL PIPE THREAD

OUTSIDE DIAMETER

OUTSIDE FACE

POINT OF INTERSECTION

POWER POLE

PRESSURE SWITCH

PT POINT OF TANGENCY

POINT OF CURVATURE

PRESS PRESSURE

PRC POINT OF REVERSE CURVE

QTR QUARTER

ROUND OR ROAD

SOUTH, SECOND OR SLOPE

SHEET

SLOPE

STAINLESS STEEL

SOG SLAB ON GRADE

T&B

TOP OF WALL

TOP TOP OF PIPE

WATER COLUMN

WATER PROOFING OR WORK POINT

WELDED WIRE FABRIC

FOB

FOT

FLAT ON BOTTOM

FLAT ON TOP

AV/AR

BENCH MARK

CENTERLINE

CUBIC

DIRECT BURY

EXISTING GRADE

ELECTRICAL

FLANGE

GENERAL

I&0 INSIDE AND OUTSIDE

TEL TELEPHONE

FO FIBER OPTIC

NOT SURVEYED OR POTHOLED

OHE OVERHEAD ELECTRIC

WATER

UNK UNKNOWN

UG UNDERGROUND

TOP, TELEPHONE

THERMOSTAT, TREAD OF STAIR, TANGENT OR

AIR RELEASE VALVE

LF LINEAL FEET

FLOW CONTROL VALVE

AGGREGATE BASE COURSE

BOOSTER PUMP STATION

DUCTILE IRON PIPE

MECHANICAL JOINTMJ

NORTH PRAIRIE RURAL WATER DISTRICTNPRWD

DUCTILE IRON PIPE SIZE

PE POLYETHYLENE OR PLAIN END

DR DIMENSION RATIO, DRIVE

STANDARD DIMENSION RATIOSDR

WTP WATER TREATMENT PLANT

BNSF BURLINGTON NORTHERN SANTA FE

COUNTY

ELB ELBOW

HIGH DENSITY POLYETHYLENE

QTY QUANTITY

ST STREET

UNDERGROUND CRUDE OILUCO

LVC LENGTH OF VERTICAL CURVE

EVCS END VERTICAL CURVE STATION

EVCE END VERTICAL CURVE ELEVATION

BEGIN VERTICAL CURVE STATION

BVCE

BVCS

BEGIN VERTICAL CURVE ELEVATION

CUBIC YARDS

CENTERLINE

DEPARTMENT OF TRANSPORTATION DOT

SW SALT WATER DISPOSAL

UNDERGROUND TELEPHONEUGT

HDD HORIZONTAL DIRECTIONAL DRILLING

CUBIC FEET

GAGE OR GAUGE

GALLON

GAL

G GAS

RCPA REINFORCED CONCRETE PIPE-ARCHED

DIP

DIPS

ADJ

ADD

ABC

ANSI

ALT

ATM

ARV

AWS

CHG

CIP

CLR

BOT

CAP

CFM

CFS

B&S

BFV

BPS

CMP

CSK

CTR

DBL

DET

CYL

DIAG

FCV

MJSEB MECHANICAL JOINT SMALL END BELL

REG REGULATING

REINF REINFORCE OR REINFORCED

REQD REQUIRED

RET RETURN

REV REVISION OR REVERSE

RF ROOF OR RAISED FACE

RM ROOM

RO ROUGH OPENING

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RS RISING STEM

RSC RIGID STEEL CONDUIT

RT RIGHT

ROW RIGHT OF WAY

R/W RIGHT OF WAY

RVC RADIUS OF VERTICAL CURVE

DIA Ø

SSF

CTV

X X

UGT

UGE

OHP

R/W

STS

OHP

AF AF

GAS GAS

SURVEY INFORMATION

HORIZONTAL DATUM: NAD 83

VERTICAL DATUM: NAVD 88

GRID COORDINATE SYSTEM: ND STATE PLANE NORTH ZONE

UNIT OF MEASURE: US SURVEY FEET

PROFESSIONALENGINEER

KEVIN E.

MARTIN

W W

W W W

W W W W W W W W W W W W W W W

STA

TE H

W A

Y 23

205TH

VE SE

177TH

VE SE

135TH

VE SE

SEGMENT 1SEGMENT 2

PRS STATION, SEE

SHEETS PRS-1 & C-1.

ELEV. = 1798.2

ARV

BLOWOFF

ELEV. = 1766.86

ARV

ELEV. = 1784.1

ARVARVARVARV

ARV

ELEV. = 1934.30ARV

ARVARV

ARV

ELEV. = 2174.04ARV

ARV

ELEV. = 2214.94

BLOWOFF

BLOWOFFBLOWOFF

BLOWOFF

EXISTING RAW WATER LINE

IN SERVICE (NOT IN CONTRACT)

EXISTING SUNDRE PIPELINE

(NOT IN CONTRACT)

SOUTH PRAIRIE RESERVOIR SITE

LOCATION. SEE DETAIL B/C-1

ELEV. = 2100

TRANSITION FROM 36" TO

30" DI RAW WATER PIPELINE

Ra w

W at er S

A9 7\

Pl an s\ Pl an S he et s - A lig nm en t.d w g-

P- 1-

-(t pa ul

PIPELINE PLAN

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

P-1

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES. CONTRACTOR

IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MAY RESULT FROM FAILURE TO EXACTLY

LOCATE AND PRESERVE ANY AND ALL UTILITIES.

NOTE:

- WHEN WORKING WITHIN HWY ROW, CONTRACTOR SHALL NOT PARK,

STORE MATERIALS, OR DISTURB ANY PRIVATE PROPERTY OUTSIDE THE

HWY ROW LINE UNLESS OTHER EASEMENT IS SHOWN.

- CONTRACTOR SHALL NOT BE PERMITTED TO PARK, STORE MATERIALS,

OR WORK OUTSIDE OF THE 60' PERMANENT EASEMENT CENTERED ON THE

PIPELINE.

- SEE SHEET GC-1 FOR INFORMATION ON ARV AND BLOWOFF VAULTS.

- CONTRACTOR SHALL HAVE SOMEONE ON SITE AT ALL TIMES WHEN

PUMPING WATER FROM THE SUNDRE PIPELINE INTO THE PRS STATION.

- CONTRACTOR SHALL CONFIRM AIR RELEASE VALVES ARE OPERABLE

BEFORE FILLING PIPELINE SEGMENT.

FeetScale

SEE SHEET P-2

PROFESSIONALENGINEER

KEVIN E.

MARTIN

ARV

BLOWOFF

BLOWOFF W

WWW

WWWWW

W W W W

W W

STA

TE H

W A

Y 53

25TH

ST N

TOWN OF MAX

C O

U N

TY R

A D

24 / STA

TE H

W A

Y 53

317TH

VE SE 289TH

VE SE

SEGMENT 2SEGMENT 3

SEGMENT 3SEGMENT 4

ARVARVARV

ARV

ELEV. = 2169.72

ARV

ARVARVARV

ELEV. = 2153.51

ARV

ELEV. = 2070.82

BLOWOFFBLOWOFF

BLOWOFF

BLOWOFF TRANSFER

BLOWOFF

ELEV. = 2100

EXISTING 36" DI RAW

WATER PIPELINE

HYDRAULIC CONTROL STRUCTURE SITE,

SEE DETAIL A/C-2

ELEV. = 2253

BIOTA WATER TREATMENT

PLANT SITE, SEE DETAIL B/C-2

ELEV. = 2105

ARV

ELEV. = 2213.83

MAU-04

MAU-01

Ra w

W at er S

A9 7\

Pl an s\ Pl an S he et s - A lig nm en t.d w g-

P- 2-

-(t pa ul

PIPELINE PLAN

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

P-2

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

FeetScale

SEE SHEET P-3 SEE SHEET P-1

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES. CONTRACTOR

IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MAY RESULT FROM FAILURE TO EXACTLY

LOCATE AND PRESERVE ANY AND ALL UTILITIES.

NOTE:

- WHEN WORKING WITHIN HWY ROW, CONTRACTOR SHALL NOT PARK,

STORE MATERIALS, OR DISTURB ANY PRIVATE PROPERTY OUTSIDE THE

HWY ROW LINE UNLESS OTHER EASEMENT IS SHOWN.

- CONTRACTOR SHALL NOT BE PERMITTED TO PARK, STORE MATERIALS,

OR WORK OUTSIDE OF THE 60' PERMANENT EASEMENT CENTERED ON THE

PIPELINE.

- SEE SHEET GC-1 FOR INFORMATION ON ARV AND BLOWOFF VAULTS.

- CONTRACTOR SHALL CONFIRM AIR RELEASE VALVES ARE OPERABLE

BEFORE FILLING PIPELINE SEGMENT.

PROFESSIONALENGINEER

KEVIN E.

MARTIN

BLOWOFF

W W

W W W

21ST ST N

19TH

ST N

STA

TE H

W A

Y 37

E SA

A K

A W

E A U

D U

B O

SEGMENT 4

ARV

ELEV. = 2008.63

ARV

ARVARVARV

ARV

ARVARV

ELEV. = 1966.47ARV

ARV

ARVARV

ARV

ELEV. = 1930.07

ARV

BLOWOFF

BLOWOFFBLOWOFFBLOWOFFBLOWOFF

BLOWOFF

ELEV. = 1855.91

EXISTING 36" DI RAW

WATER PIPELINE

TOTTEN TRAIL

CAMPGROUND

SNAKE CREEK PUMPING PLANT

FUTURE INTAKE

DISCHARGE PIPELINE.

UNDER CONSTRUCTION

ISOLATION VAULT

Ra w

W at er S

A9 7\

Pl an s\ Pl an S he et s - A lig nm en t.d w g-

P- 3-

-(t pa ul

PIPELINE PLAN

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

P-3

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

FeetScale

SEE SHEET P-2

THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES. CONTRACTOR

IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MAY RESULT FROM FAILURE TO EXACTLY

LOCATE AND PRESERVE ANY AND ALL UTILITIES.

NOTE:

- WHEN WORKING WITHIN HWY ROW, CONTRACTOR SHALL NOT PARK,

STORE MATERIALS, OR DISTURB ANY PRIVATE PROPERTY OUTSIDE THE

HWY ROW LINE UNLESS OTHER EASEMENT IS SHOWN.

- CONTRACTOR SHALL NOT BE PERMITTED TO PARK, STORE MATERIALS,

OR WORK OUTSIDE OF THE 60' PERMANENT EASEMENT CENTERED ON THE

PIPELINE.

- SEE SHEET GC-1 FOR INFORMATION ON ARV AND BLOWOFF VAULTS.

- CONTRACTOR SHALL CONFIRM AIR RELEASE VALVES ARE OPERABLE

BEFORE FILLING PIPELINE SEGMENT.

PROFESSIONALENGINEER

KEVIN E.

MARTIN

U .S

H W

A Y

205TH AVE SW

SEG

ENT 1

C X C

CXC

C X C

CXC CXC

CXC

W W

EXISTING 36" DI

RAW WATER PIPELINE

BLOWOFF VAULT

SOUTH PRAIRIE RESERVOIR

SOUTH PRAIRIE FLOW

CONTROL STRUCTURE

U .S

H W

A Y

93RD AVE SW

W W W W W

W W

W W W W

PRS STATION

SEE SHEET PRS-1

EXISTING SUNDRE PIPELINE

(NOT IN CONTRACT)

EXISTING 30" DI

RAW WATER LINE

EXISTING BLOWOFF VAULT,

CURRENTLY IN USE SUNDRE BACK-PRESSURE

SUSTAINING VALVE VAULT

(NOT IN CONTRACT)

EXISTING NAWS RAW WATER

LINE ALREADY IN SERVICE

(NOT IN CONTRACT)

Ra w

W at er S

A9 7\

Pl an s\ C

Sh ee ts .d w g-

C- 1-

-(t pa ul

SITE DETAILS

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

C-1

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

B C-1

SOUTH PRAIRIE RESERVOIR SITE

1" = 100'

A C-1

PRESSURE REDUCING STATION (PRS) SITE

1" = 60'

NOTES:

- FOR FILLING SEGMENT 1, CONTRACTOR SHALL CONNECT TO EXISTING

BLOWOFF VAULT ASSEMBLY FOR SOURCE OF WATER.

- FOR CONNECTION TO SEGMENT 1, CONTRACTOR SHALL CONNECT TO

EXISTING 2" THREADED PIPE LOCATED INSIDE PRS STATION AS SHOWN ON

SHEET PRS-1.

- ESTIMATED AVAILABLE PUMP SUCTION PRESSURE FROM EXISTING

BLOWOFF VAULT IS 20 PSI.

- CONTRACTOR SHALL HAVE SOMEONE ON SITE AT ALL TIMES WHEN

PUMPING WATER FROM THE SUNDRE PIPELINE INTO THE PRS STATION.

PROFESSIONALENGINEER

KEVIN E.

MARTIN

STATE HIGHWAY 53

SEG

T 4

H W

A Y

X X X X X

X X

W W

BLOWOFF VAULT

BLOWOFF TRANSFER VAULT

BLOWOFF VAULT

BIOTA WATER

TREATMENT PLANT

U .S

H W

A Y

SEG

ENT 3

SEG

ENT 2

W W

MILE MARKER 180

1000' SOUTH OF APPROACH

BLOWOFF VAULT

HYDRAULIC CONTROL STRUCTURE

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SITE DETAILS

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

C-2

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

B C-2

BIOTA WATER TREATMENT PLANT SITE

1" = 150'

A C-2

HYDRAULIC CONTROL STRUCTURE SITE

1" = 100'

NOTES:

- THERE IS A CATHODIC PROTECTION TEST STATION AT THE START OF

SEGMENT 3 THAT IS TO BE PROTECTED.

NOTES:

- THE BLOWOFF TRANSFER VAULT IS A MANHOLE WITH TWO SUMP PUMPS

THAT PUMP WATER THROUGH 2" PIPE TO THE BLOWOFF VAULT SOUTH OF

THE RAILROAD TRACKS. AS PART OF THE VAULT CONDITION

ASSESSMENT, THE CONTRACTOR SHALL TEST THE SUMP PUMPS WITH A

PORTABLE GENERATOR.

PROFESSIONALENGINEER

KEVIN E.

MARTIN

EXISTING 24" TEE WITH BLIND

FLANGE ON TOP AND 2" CENTER

TAP, SEE PHOTO B/PRS-1

24" BUTTERFLY VALVE

TO BE CLOSED

30" DI PIPE

24" DI PIPE

16" BUTTERFLY VALVES

(NORMALLY CLOSED)

36" DI PIPE

24" DI PIPE

16" BUTTERFLY VALVES

(NORMALLY CLOSED)

EXTERIOR DOOR

DOUBLE EXTERIOR DOOR

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PRESSURE REDUCING STATION

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

PRS-1

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

PRS-1

PRESSURE REDUCING STATION

NOT TO SCALE

PRS-1

EXISTING 2" THREADED PIPE

AND BALL VALVE

NOT TO SCALE

PROFESSIONALENGINEER

KEVIN E.

MARTIN

6' SCH 40 PVC VENT

6' SCH 40 2-90 DEG BENDS

COMBINATION AIR VACUUM/ AIR

RELEASE VALVE WITH SPRAY

INSULATION

PLUG VALVE WITH

HANDWHEEL OPERATOR

30" - 36" DIA

DIP OR STEEL PIPE

(36" DIA. DIP SHOWN)

30" LIGHT DUTY CAST IRON

MANHOLE FRAME AND LID

AV/AR VALVE ASSEMBLY

SEE DETAIL E/GC-1

GRADED ROCK

8"X18 PERFORATED PIPE SUMP

. B U

R Y

RING FLANGE W/ STAINLESS

STEEL NO.9 MESH

8'x10' PRECAST CONCRETE

VAULT, NO BOTTOM

COMBINATION AIR VACUUM/

AIR RELEASE VALVE

ACCESS MANHOLE

ACCESS MANWAY

6' SCH 40 PVC VENT

10'

8"x18" PERFORATED

PIPE SUMP

6'8'

11'

9' -3

1 2 "

B U

R Y

24" GRADED ROCK

COWL

FLANGED AIR-VACUUM AND

AIR RELEASE VALVE

150 LB FLANGED

ECCENTRIC PLUG OR

STEEL BALL VALVE

150LB FLANGED OUTLET LINING

4" BALL VALVE

MANHOLE FRAME AND LID

8"x18" PERFORATED

PIPE SUMP TANGENTIAL OUTLET

FAR SIDE

GRADED ROCK

30" OR 36" DIP OR

STEEL PIPE (36"

DIP SHOWN)

8'x10' PRECAST

CONCRETE VAULT,

NO BOTTOM

SUMP

ACCESS MANHOLE

MANHOLE STEPS

6" BLIND FLANGE w/

1" NPT GLAV STEEL

NIPPLE

1" BALL VALVE

CURB STOP

6" ECCENTRIC PLUG

VALVE

30" OR 36" DIP OR

STEEL PIPE (36"DIP

SHOWN)

6" FLANGED TANGENTIAL

WELDED-ON OUTLET

SCH 40 PVC

SOIL PIPE 114" DIA STEEL SHAFT

EXTENSION, MACHINE

TO MATCH NUT

2" AWWA SQUARE

OPERATING NUT

BRASS FIREHOUSE COUPLING

w/ CAP AND CHAIN, 6" BELOW

COVER

6" BLIND FLANGE

w/ TAP FOR 3"

STEEL PIPE

12" GRADED

ROCK

6" SCH 40 STEEL PIPE,

EPOXY LINED OR DIP

EQUIVALENT

6" FLANGED TEE

6" SCH 40 STEEL PIPE,

FLANGE x WELDED END, EPOXY LINED OR DIP

EQUIVALENT

1" BALL VALVE CURB

STOP, TAP IN AT BOTTOM

OF BLIND FLANGE

18" CAST IRON MANHOLE

FRAME AND COVER

VALVE STEM EXTENSION

VALVE OPERATOR STEM

SEE DETAIL D/GC-1

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CIVIL DETAILS I

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

GC-1

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

GC-1

AIR-VACUUM AND AIR-RELEASE VAULT

NOT TO SCALE

GC-1

AIR-VACUUM AND AIR-RELEASE

VALVE ASSEMBLY 4" AND LARGER

NOT TO SCALE

GC-1

CAST-IN PLACE VAULT

NOT TO SCALE

PLAN

SECTION

SECTION PLAN

GC-1

BLOWOFF ASSEMBLY IN VAULT

NOT TO SCALE

D VALVE OPERATOR STEM

NOT TO SCALE

PLAN

SECTION A

SECTION B

GC-1 NOTES:

- CAST-IN-PLACE VAULTS WERE USED AT HIGH

GROUND WATER LOCATIONS

- VAULT DESIGN FOR HIGH GROUNDWATER

CONDITIONS HAS SAME MECHANICAL LAYOUT AS

B/GC-1 EXCEPT PIPE SUPPORTS WERE REQUIRED

AND FLOOR WAS LOWERED

NOTES:

- PLUG VALVE IS MOUNTED

HORIZONTALLY, BOTTOM DRIVER

AND 2-INCH SQUARE OPERATING NUT

PROFESSIONALENGINEER

KEVIN E.

MARTIN

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CIVIL DETAILS II

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

GC-2

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

GC-2

TYPICAL DIP TRENCH SECTION

NOT TO SCALE

1' MIN.

" F

OUTSIDE EDGE

OF TRENCH

PIPE INSTALLATION NOT

UNDER PAVEMENT OR

STRUCTURE

C H

AGGREGATE BASE

UNDER PAVEMENT

OR STRUCTURE

PIPE ZONE

PIPE INSTALLATION UNDER

PAVEMENT. DELETE ASPHALT

IF UNDER GRAVEL ROAD

24" + O.D. (MIN)

6" WIDE MARKER TAPE

LABELED "PIPELINE BURIED BELOW"

2' T

6" MIN

12" MIN IN ROCK AREAS

36" + O.D. (MAX)

CONTRACTOR SHALL COMPLY WITH CURRENT OSHA

REGULATIONS CONCERNING TRENCHES.

PRIOR TO INSTALLATION OF PATCH, ALL EDGES OF

EXISTING ASPHALT SHALL HAVE A TACK COAT APPLIED.

ALL SEAMS BETWEEN NEW AND EXISTING PAVEMENT

SHALL BE SEALED WITH AN ASPHALT TACK COAT AFTER

INSTALLATION OF PATCH.

ALL PAVEMENT SECTIONS, INCLUDING AGGREGATE BASE,

SHALL BE PLACED PER APPLICABLE AGENCY STANDARD.

SAW CUTS OF EXISTING PAVEMENT SHALL BE STRAIGHT,

SQUARE AND PARALLEL TO THE TRENCH.

NOTES:

PROFESSIONALENGINEER

KEVIN E.

MARTIN

TEST STATION (TYP)

CP-901

CP-902

CP-904 CP-905

CP-907

TERMINAL BOARD

MOUNTED INSIDE

TEST STATION

C-919

CONDUIT TO

PIPE, &

REFERENCE

CELL 1 14" RSC

PIPE ZONE

MATERIAL

#4 BAR, ALL

AROUND

FINISHED GRADE

2" CLEARANCE (TYP)

STANDARD METER BOX & LID

OLYMPIC FOUNDARY PART NO

SM29 OR EQUAL

LOCKING BAR

CONCRETE COLLAR

FINISHED GRADE

MARKER POST

(BRADY OR

EQUAL) 18"

BURIAL (MIN)

TEST CABLES

PROVIDE 18"

OF SLACK

LEAD IN BOX

(NO OF CABLES

VARIES)

5" 6"

2' -6

4' (TYP) (TYP)

CP-902

TEST STATION TERMINAL BOARD

IDENTIFICATION

REF

PIPE

CAS

SPAN

REFERENCE CELL

PIPE CABLES

CASING

[N, S, E, W] (DIRECTION OF SPAN CABLES

FROM TEST STATION)

PHENOLIC SHEET

ENGRAVED IDENTIFICATION

4" LETTERS (TYP)

ZINC REFERENCE

ELECTRODE

CABLE

IDENTIFICATION

TEST CABLE (TYP)

SOLDER TYPE

SPADE

CONNECTOR

BRASS BOLT

BRASS

LOCKWASHER

BRASS CUT

WASHER

BRASS NUT

NO OF TERMINALS EQUALS

NO OF TEST CABLES PLUS 1

1' M

1' MIN1' MIN

CP-904

INSULATION TEST STATION CABLE INSTALLATION

AHEAD STA BACK STA

CP-911

CP-901

INSULATING

FLANGED JOINTREFERENCE CELL

PLACE AT SPRING

LINE OR BELOW,

4" ± 2" FROM PIPE

CABLE

CONNECTION (TYP)

PIPELINE

#10 XHHW (RED)

#10 XHHW (YELLOW)

#10 XHHW (BLUE)

CABLE TO TEST STATION

CP-905

CP-901

2-WIRE TEST STATION CABLE INSTALLATION

REFERENCE CELL PLACE AT

SPRING LINE OR BELOW 4" ± 2"

FROM PIPE

PIPELINE

CABLE CONNECTION (TYP)

1.5' (TYP)

CABLE TO TEST STATION

#10 XHHW (BLUE)

#10 XHHW (YELLOW)

CP-907

CP-901

REFERENCE CELL

PLACE AT SPRING

LINE OR BELOW,

4" ± 2" FROM PIPE

PIPE

INVERT

PIPELINE

CASING

CABLE

CONNECTION (TYP)

*10 XHHW

CABLE (YELLOW)

CABLE TO TEST STATION

2 - #10 XHHW

CABLES (WHITE)

2 - #10 XHHW

CABLES (BLUE)

CASING TEST STATION CABLE INSTALLATION

EXOTHERMIC WELD

PIPELINE TAPE

EXISTING COATING

COPPER SLEEVE

TEST CABLE

PROVIDE 2'-0" MIN

SLACK LOOP

STEEL OR DIMORTAR LINING

BUILD UP WITH SYNTHETIC ELASTOMERIC MASTIC

TO COVER ALL EXPOSED STEEL AND COPPER.

COVER WITH TAPE OVERLAPPING EXISTING

COATING 6" MIN.

CABLE TO PIPE CONNECTION STEEL PIPE

CP-909

FULL FACE INSULATING GASKET

INSULATING SLEEVE (LENGTH EQUAL

TO 116" LESS THAN INSIDE DIMENSION

OF STEEL WASHERS)

INSULATING WASHERS

STEEL WASHERS

FLANGE

NOTES:

1. PROTECTIVE COATING SYSTEM FOR DIP OR STEEP PIPE

REQUIRED.

2. ABOVE GRADE INSULATING FLANGE INSTALLATION SHOWN.

3. FOR BURIED INSULATION FLANGE INSTALLATION, DO NOT

INSTALL INSULATING WASHER ON PROTECTED SIDE OF

INSULATING FLANGE.

4. AFTER ASSEMBLING JOINT, COAT BURIED INSULATING FLANGES

WITH COLD APPLIED, COAL TAR MASTIC AND WRAP WITH A BUTYL

RUBBER ADHESIVE BACKED POLYETHYLENE TAPE.

INSULATING FLANGE JOINT

CP-911

CP-914

CP-901

4-WIRE IR SPAN TEST STATION CABLE INSTALLATION

AHEAD STATION OR

BACK STATION AS

NOTED ON PLAN &

PROFILE DRAWINGS.

REFERENCE CELL

PLACE AT SPRING

LINE OR BLOW

4" ± 2" FROM PIPE

CABLE

CONNECTION (TYP)

PIPELINE

"#10 XHHW (YELLOW)

#10 XHHW (BLUE)

#10 XHHW (RED)

CONDUIT TO TEST STATION

1.5' (TYP) 1.5'200' BETWEEN LEADS

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CATHODIC PROTECTION DETAILS

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

CP-1

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

PROFESSIONALENGINEER

KEVIN E.

MARTIN

CABLE TO PIPE

CONNECTION (TYP)

2-*10, AWG, HMWPE

CABLE. PER JOINT

2-*4, AWG, HMWPE

BONDING CABLE PER

JOINT

2-*10, AWG, HMWPE

CABLE. PER JOINT

FLEXIBLE COUPLING BONDING

EXISTING COATING

FLEXIBLE COUPLING

NOTE:

1. COATING REPAIR NOT SHOWN.

2. PLACE 2-*10 CABLES TO EACH GLAND (ONE SHOWN).

3. ALSO USE FOR REPAIR SLEEVES AND MECHANICAL JOINTS.

CP-912 CP-913

FLEXIBLE COUPLING JOINT COATING

NOTE:

BONDING CABLES REQUIRED, NOT SHOWN FOR CLARITY.

COATING

SYNTHETIC

ELASTOMERIC MASTIC

HEAT-SHRINK SLEEVE1

2" MIN.

EPOXY PER TAPE COAT

SPECIFICATION (TYP)

MORTAR LINING

POWER

CP-920

CATHODIC PROTECTION SCHEMATIC

RECTIFIER

SERVICE SWITCH

ANODE JUNCTION PANELS

DEEP WELL

ANODE

REFERENCE CELL

PIPE

PIPE CABLES

ANODE CABLES

PIPE

REFERENCE CELL

CP-921

POLE MOUNTED RECTIFIER

CP-923

PLASTIC BUSHING

1 1

12" RSC 1-*4 NEGATIVE CABLE

2-*10 STR CABLES

1-*10 REF CELL CABLE

4" x 10'

GROUND ROD

RS TO ANODES

(+) CABLES

* 6 BARE COPPER

16" W x 14" H x 6" DEEP

ANODE JUNCTION

BOX WITH ANODE

JUNCTION

PANEL

RECTIFIER

COMBINATION METER

SOCKET SERVICE SWITCH

L O

C A

L C

O D

PER

C A

L C O

D E

5' -0

CP-922

VENT PIPE INSTALLATION

PERFORATED PLUG

1" SCH 80 PVC PIPE VENT

SLOPE TO WELL

CP-923

STRSTR ZINC

ANODE CABLES

TO ANODE WELL

ANODE JUNCTION PANEL

CP-926

CABLE IDENTIFICATION

*10 AWG

(WHITE)

*10 AWG

(YELLOW)

.01 OHM, 8 AMP

SHUNT (TYP)

*4 CABLE TO

RECTIFIER (-)

4"x1" COPPER BUS

W/ BRASS STUDS & NUTS

*10 AWG (WHITE)

4"x13"x10" PHENOLIC

JUNCTION PANEL*6 CABLE TO

RECTIFIER (+)

TEST CABLE WITH ENGRAVED

IDENTIFICATION 14" LETTERS

CP-924

CAST IRON ANODE CABLE CONNECTION

EPOXY SEALER

STYROFOAM PLUG

HIGH DENSITY MASTIC SEALER

CABLE BRAZED TO

CONNECTOR INSTALLED

AT CENTER OF ANODE

2 PIECE LEAD STAR

CONNECTOR

HIGH DENSITY MASTIC

SEALER

EPOXY SEALER

TUBULAR ANODE W/ CENTER

CABLE CONN

STYROFOAM CABLE GUIDE

EPOXY SEALER

*8 ANODE CABLE

2" 2"

2" X"

2" 4"

1" X"

NOTES:

ALL COMPONENTS IN THE CATHODIC PROTECTION CIRCUIT

SHALL BE COPPER OR COPPER ALLOY UNLESS SPECIFIED

OTHERWISE.

ALL CABLE CONNECTIONS TO STEEL OR DUCTILE IRON STRUCTURES

SHALL BE EXOTHERMIC WELDED WITH SEPARATE WELDS AT EACH

CABLE OR WIRE CONNECTION.

JOINT BONDS SHALL BE PROVIDED AT ALL NON-WELDED PIPELINE

JOINTS OR VAULT CONTINUITY BONDS AS NECESSARY TO ENSURE

ELECTRICAL CONTINUITY EXCEPT WHERE ELECTRICAL ISOLATION IS

NECESSARY. BONDING CABLES FOR PIPE SHALL BE *4 AWG, HMWPE

CABLE, 2 PER JOINT.

BUNDLE CABLES WITH NYLON CABLE TIES. TIE THREE FOOT

ON CENTER, MINIMUM OF TWO TIES.

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CATHODIC PROTECTION DETAILS

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

CP-2

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

PROFESSIONALENGINEER

KEVIN E.

MARTIN

ANODE CABLE

CONNECTION

CP-925

CP-924

ANODE INSTALLATION

ANODE

COKE BREEZE

STEEL CLAMP 2 PER

ANODE MIN (TYP)

1" PVC VENT PIPE

SCH 80

8" HOLES DRILL BOTH

SIDES STAGGER 90°,

1" C-C BETWEEN

BOTTOM ANODE AND 12"

ABOVE TOP ANODE

ATTACH ANODE CABLES

TO VENT PIPE WITH 10

WRAPS OF PVC TAPE

1 FT ABOVE AND AT 8 FT

INTERVALS ABOVE TOP

ANODE

ANODE CABLE

CENTERING DEVICE

FORMED FROM FLAT

STEEL (TYP)

(3 PCS 1

16"x1"x16", AT 120°, TOP AND

BOTTOM OF ANODE)

FASTEN TO CONDUIT

WITH STEEL BANDS

10"

VENT PIPE UP TO VENT

CAP INSTALLATION

CP-926

DEEP WELL ANODE INSTALLATION

CP-925

ANODE INSTALLATION

SEE

CP-922

CP-921

CENTERING DEVICE (TYP)

1" PVC VENT PIPE SCH 80

ANODE ELEMENT

NUMBER OF

ANODES = 13

CABLE WRAPPING

(TYP)

COKE BREEZE

SAND

CEMENT GROUT

ANODE CABLES

PLASTIC BUSHING

CONDUIT TO

JUNCTION BOX

ANODE NO. 1

PVC CAP

10"

5' 7'

5' 5'

G R

O U

A L

NOTE:

THE EXOTHERMIC WELD CAP SHALL BE A

ROYSTON HANDY CAP IP, OR APPROVED EQUAL.

CP-927

TEST CABLE OR

BOND CABLE

AS REQUIRED

EXOTHERMIC

WELDED CAP

STRUCTURE

COPPER SLEEVE

CABLE TO PIPE CONNECTION DUCTILE IRON PIPE

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CATHODIC PROTECTION DETAILS

Northwest Area Water Supply PROJECT NUMBER: 3553-0097

DESIGNED

DRAWN

CHECKED

DATE

SCALE

AS SHOWN

7/17/2024P: 701.852.7931

Minot

F: 701.858.5655

SHEET

CP-3

NAWS PIPELINE CONDITION

ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

PROFESSIONALENGINEER

KEVIN E.

MARTIN

Project No. 237-4

NORTHWEST AREA WATER SUPPLY (NAWS)

PIPELINE PROJECT

Contract Documents for

NAWS PIPELINE CONDITION ASSESSMENT

WARD AND MCLEAN COUNTIES, ND

CONTRACT SA NO. 97

JULY 2024

Contract Documents for NAWS Pipeline Condition Assessment

Ward and McLean Counties, ND Contract SA No. 97

North Dakota State Water Commission Project No. 237-4

July 2024

GENERAL and CIVIL:

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Registered Professional Engineer under the laws of the State of North Dakota.

This document was originally issued and sealed by Kevin E. Martin, PE, Registration Number 3837, on July 17th, 2024, and the original documents are stored at Houston Engineering, Inc., 3712 Lockport St Ste A, Bismarck, North Dakota 58503

Kevin E. Martin, PE North Dakota Registration No. 3837

Date: ______________________________

3712 Lockport Street Ste A Bismarck, ND 58503-3700 Phone: (701) 323-0200 Fax: (701) 323-0300 HEI Project No. 3553.0097

N R

PROFESSIONALENGINEER

KEVIN E.

MARTIN

TABLE OF CONTENTS

Northwest Area Water Supply (NAWS) Pipeline Project

NAWS Pipeline Condition Assessment Ward and McLean Counties, ND

Contract SA No. 97 July 2024

DOCUMENT

NO.

TITLE

NO. OF

PAGES

COLOR

BIDDING DOCUMENTS

00430 Bid Bond Form ...................................................................... 2 WHITE

CONTRACT FORMS

00510 Notice of Award ..................................................................... 1 WHITE 00520 Agreement ............................................................................. 7 WHITE 00550 Notice to Proceed .................................................................. 1 WHITE 00610 Performance Bond ................................................................ 3 WHITE 00615 Payment Bond ....................................................................... 3 WHITE

Insurance Certificate.............................................................. 2 WHITE 00620 Application for Payment ......................................................... 4 WHITE

Release of Claims Affidavit ...................................................... 1 WHITE 00625 Certificate of Substantial Completion ..................................... 1 WHITE 00940 Work Change Directive .......................................................... 1 WHITE 00941 Change Order........................................................................ 1 WHITE 00942 Field Order ............................................................................ 1 WHITE

CONDITIONS OF THE CONTRACT

00700 General Conditions ................................................................ 71 GOLDENROD 00800 Supplementary Conditions..................................................... 10 GOLDENROD

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 Coordination of Work ............................................................... 3 BLUE 01 14 10 Storage and Protection of Materials Delivered ......................... 2 BLUE 01 29 00 Measurement and Payment ..................................................... 2 BLUE 01 33 00 Contractor Submittals ............................................................... 6 BLUE 01 42 19 Reference Standards ............................................................... 2 BLUE 01 50 00 Mobilization .............................................................................. 2 BLUE 01 50 19 Temporary Environmental Controls ......................................... 3 BLUE 01 51 00 Construction Facilities and Temporary Utilities ........................ 3 BLUE 01 77 00 Project Closeout ...................................................................... . 2 BLUE

DOCUMENT

NO.

TITLE

NO. OF

PAGES

COLOR

DIVISION 31 – EARTHWORK

31 25 13 Erosion Control…………………………………………………… 5 WHITE 31 30 00 Excavation and Backfilling for Utilities ...................................... 11 WHITE

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 92 19 Seeding and Mulching…………………………………………… 6 WHITE

DIVISION 33 – UTILITIES

33 92 20 Ductile Iron Pipe and Fittings……………………………………. 8 WHITE 33 94 20 Water Pipeline Testing and Disinfection................................... 3 WHITE 33 98 10 Cathodic Protection Systems……………………………………. 13

APPENDIX “A” ATTACHMENTS

A.1 NDSWC/USBR Environmental Commitments and FONSI ....... YELLOW A.2 Contractor-Landowner Agreement Form .................................. YELLOW A.3 Landowner-Tenant Release Form ............................................ YELLOW A.4 Pressure Test Form .................................................................. YELLOW

BIDDING

DOCUMENTS

PENAL SUM FORM

EJCDC® C-430, Bid Bond (Penal Sum Form). Published 2013.

Prepared by the Engineers Joint Contract Documents Committee.

BID BOND

Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable.

BIDDER (Name and Address):

SURETY (Name, and Address of Principal Place of Business):

OWNER (Name and Address): North Dakota State Water Commission

1200 Memorial Highway Bismarck, ND 58504-5262

BID

Bid Due Date: July 30, 2024, 2:00 P.M.

Description (Project Name— Include Location): NAWS Pipeline Condition Assessment, Ward and McLean

Counties, ND

BOND

Bond Number:

Date:

Penal sum $ (Words) (Figures) Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative.

BIDDER SURETY

(Seal) (Seal) Bidder’s Name and Corporate Seal Surety’s Name and Corporate Seal

By: By:

Signature Signature (Attach Power of Attorney)

Print Name Print Name

Title Title

Attest: Attest:

Signature Signature

Title Title Note: Addresses are to be used for giving any required notice.

Provide execution by any additional parties, such as joint venturers, if necessary.

PENAL SUM FORM

EJCDC® C-430, Bid Bond (Penal Sum Form). Published 2013.

Prepared by the Engineers Joint Contract Documents Committee.

1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Bidder’s and Surety’s liability. Recovery of such penal sum under the terms of this Bond shall be Owner’s sole and exclusive remedy upon default of Bidder.

2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents.

3. This obligation shall be null and void if:

3.1 Owner accepts Bidder’s Bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents, or

3.2 All Bids are rejected by Owner, or

3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by Paragraph 5 hereof).

4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due.

5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from the Bid due date without Surety’s written consent.

6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after the Bid due date.

7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located.

8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United States Registered or Certified Mail, return receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the party concerned.

9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby.

10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length.

If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect.

11. The term “Bid” as used herein includes a Bid, offer, or proposal as applicable.

CONTRACT

FORMS

EJCDC® C-510, Notice of Award.

Prepared and published 2013 by the Engineers Joint Contract Documents Committee.

NOTICE OF AWARD

Date of Issuance:

Owner: North Dakota State Water Commission Owner's Contract No.: 237-4

Engineer: Houston Engineering, Inc. Engineer's Project No.: HEI-3553-0097

Project: NAWS Pipeline Condition Assessment Ward and McLean Counties, ND

Contract Name: Contract SA No. 97

Bidder:

Bidder’s Address:

TO BIDDER:

You are notified that Owner has accepted your Bid dated ___ ____ for the above Contract, and that you are the Successful Bidder and are awarded a Contract for:

NAWS Pipeline Condition Assessment

The Contract Price of the awarded Contract is: $____ _____, subject to unit prices

Three unexecuted counterparts of the Agreement accompany this Notice of Award, and one copy of the Contract Documents accompanies this Notice of Award.

a set of the Drawings will be delivered separately from the other Contract Documents.

You must comply with the following conditions precedent within 15 10 business days of the date of receipt of this Notice of Award:

1. Deliver to Owner three counterparts of the Agreement, fully executed by Bidder.

2. Deliver with the executed Agreement(s) the Contract security [e.g., performance and payment bonds] and insurance documentation as specified in the Instructions to Bidders and General Conditions, Articles 2 and 6.

3. Other conditions precedent (if any):

Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award, and declare your Bid security forfeited.

Within ten days after you comply with the above conditions, Owner will return to you one fully executed counterpart of the Agreement, together with any additional copies of the Contract Documents as indicated in Paragraph 2.02 of the General Conditions.

Owner: North Dakota State Water Commission

Authorized Signature

By: Dr. Andrea Travnicek

Title: Secretary Copy: Engineer

EJCDC® C-520, Agreement Between Owner and Contractor for Construction Contract (Stipulated Price).

AGREEMENT

BETWEEN OWNER AND CONTRACTOR FOR

CONSTRUCTION CONTRACT (STIPULATED PRICE)

National Society of Professional Engineers

1420 King Street, Alexandria, VA 22314-2794

(703) 684-2882 www.nspe.org

American Council of Engineering Companies

1015 15th Street N.W., Washington, DC 20005

(202) 347-7474 www.acec.org

American Society of Civil Engineers

1801 Alexander Bell Drive, Reston, VA 20191-4400

(800) 548-2723 www.asce.org

The copyright for this EJCDC document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE.

AGREEMENT

BETWEEN OWNER AND CONTRACTOR

FOR CONSTRUCTION CONTRACT (STIPULATED PRICE)

THIS AGREEMENT is by and between North Dakota State Water Commission (“Owner”) and

(“Contractor”).

Owner and Contractor hereby agree as follows:

ARTICLE 1 – WORK

1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows:

NAWS Pipeline Condition Assessment Ward and McLean Counties, ND

ARTICLE 2 – THE PROJECT

2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows:

The Work includes, but is not limited to, pressure testing the existing ductile iron line as required by the Contract Documents to assess the condition of the existing pipeline for operation and repair of any leaks found during testing. The project is located in Ward and McLean County and begins south of Minot, ND at the existing NAWS PRS Station in the southeast corner of the intersection of US Highway 83 and County Road 16 (93rd Ave SE). The existing pipeline runs south meandering along the east side of US Highway 83 approximately 8 miles to the South Prairie Reservoir. The pipeline then continues south along US Highway 83 another 6 miles to the Hydraulic Control Structure. From there the pipe again continues south on the east side of US Highway 83 approximately 9 more miles to the Biota Water Treatment Plant. Finally, the pipe continues south along the east side of US Highway 83 for approximately 15 miles and terminates at the new isolation vault just south of Totten Trail.

Although permanent easement exists for the pipeline, Contractor shall contact and notify affected landowners prior to entering upon private property when conducting a leak investigation or repair, and coordinate with the landowner for access either using the existing right-of-way or negotiated access using the Contractor-Landowner Agreement Form included as Appendix A.2 of the project Contract Documents.

ARTICLE 3 – ENGINEER

3.01 The Project has been designed by Houston Engineering, Inc.

3.02 The Owner has retained Houston Engineering, Inc. (“Engineer”) to act as Owner’s representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents.

ARTICLE 4 – CONTRACT TIMES

4.01 Time of the Essence

A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract.

4.02 Contract Times: Dates

A. Bidder agrees that the Work for NAWS Pipeline Condition Assessment will be substantially complete on or before November 30, 2024. All remaining Work will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before June 30, 2025.

B. Parts of the Work shall be substantially completed on or before the following Milestones:

4.03 Liquidated Damages

A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with the Contract. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty):

1. Substantial Completion: Contractor shall pay Owner $500 for each day that expires after the time (as duly adjusted pursuant to the Contract) specified in Paragraph 4.02.A above for Substantial Completion until the Work is substantially complete.

2. Completion of Remaining Work: After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Time (as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $1,200 for each day that expires after such time until the Work is completed and ready for final payment.

3. Liquidated damages for failing to timely attain Substantial Completion and final completion are not additive and will not be imposed concurrently.

4. If more than four (4) leaks are discovered under this contract, Contractor shall be eligible for extension of the dates in paragraph 4.02.

B. Bonus: Contractor and Owner further recognize the Owner will realize financial and other benefits if the Work is completed prior to the time specified for Substantial Completion.

Accordingly, Owner and Contractor agree that as a bonus for early completion, Owner shall pay Contractor $__________ for each day prior to the time specified in Paragraph 4.02 for Substantial Completion (as duly adjusted pursuant to the Contract) that the Work is substantially complete. The maximum value of the bonus shall be limited to $__________.

4.04 Special Damages

A. In addition to the amount provided for liquidated damages, Contractor shall reimburse Owner

(1) for any fines or penalties imposed on Owner as a direct result of the Contractor’s failure to attain Substantial Completion according to the Contract Times, and (2) for the actual costs reasonably incurred by Owner for engineering, construction observation, inspection, and administrative services needed after the time specified in Paragraph 4.02 for Substantial

Completion (as duly adjusted pursuant to the Contract), until the Work is substantially complete.

B. After Contractor achieves Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Times, Contractor shall reimburse Owner for the actual costs reasonably incurred by Owner for engineering, construction observation, inspection, and administrative services needed after the time specified in Paragraph 4.02 for Work to be completed and ready for final payment (as duly adjusted pursuant to the Contract), until the Work is completed and ready for final payment.

ARTICLE 5 – CONTRACT PRICE

5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents the amounts that follow, subject to adjustment under the Contract:

A. For all Work, at the prices stated in Contractor’s Bid, attached hereto as an exhibit.

ARTICLE 6 – PAYMENT PROCEDURES

6.01 Submittal and Processing of Payments

A. Contractor shall submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions.

6.02 Progress Payments; Retainage

A. Owner shall make progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment on a monthly basis or about the _____ day of each month during performance of the Work as provided in Paragraph 6.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract.

1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract

a. 90 percent of Work completed (with the balance being retainage). If the Work has been 50 percent completed as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, there will be no additional retainage; and

b. 90 percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage).

2. Pursuant to North Dakota Century Code (N.D.C.C.) § 48-01.2-13, Contractor shall subtract retainage of ten percent (10%) from all requests for payment for subcontracts until the Project is fifty percent (50%) completed with no further retainage on progress payments during the continuance of the Contract unless unsatisfactory process or performance is documented. Owner may, upon completion of ninety-five percent (95%)

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