100238_13_TVWD_Water_Relocation_Plans.pdf

TVWD

C o n t r a c t D r a w i n g s F o r

November 2020

Bid Set

SPACE RESERVED FOR "DIGITAL SEAL AND SIGNATURE"

UTILITIES REPRESENTATIVE:

CONTACT

ERIC B. GEORGE, EIT

AGENCY

TVWD

PHONE

971-297-7540(ENGINEERING ASSOCIATE)

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

SW WALKER RD

NIKE Inc.

0 750 1500

SCALE IN FEET (APROX)

VICINITY MAP

ENGINEER'S REPRESENTATIVES:

CONTACT

DAN JOHNSTON, PE

AGENCY

HDR Inc.

PHONE

503-327-6267

1850 SW 170th Ave, 1050 SW Sixth Ave, Suite 1800

Beaverton, OR 97003

Portland, OR 97204

PROJECT LOCATION

Beaverton, OR

(CELL)

(CELL)

503-727-3946 (OFFICE)

(ENGINEER OF RECORD)

TONY ROOS, PE Kittelson & Associates, Inc. 503-703-2552

851 SW 6th Avenue. Suite 600

Portland, OR 97204

(CELL)

503-535-7444 (OFFICE)

(ROADWAY ENGINEER)

TUALATIN HILLS PARK

MEADOW PARK

MIDDLE SCHOLL

HOLY TRINITY

SCHOOL

SW JENKINS RD

N W

TH

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SW

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SW WALKER RD

SW DOWNING ST

SW FAR VISTA ST

SW DEVONSHIRE DR

SW 139TH AVE

SW

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SW JAY ST

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06/30/2021EXPIRES:

DIGITAL SIGNATURE

OREGON

70837PE

Walker Rd. Waterline Relocation at Murray Blvd.

Project No.

TVWD C12601, E8120

HDR 10218284

Daniel V. Johnston (Nov 3, 2020 20:37 PST) Daniel V. Johnston https://na1.documents.adobe.com/verifier?tx=CBJCHBCAABAAhBl2Qq_Ee3liMqY6y_P1afQtoveiSCO8

DESIGNATORDISCIPLINE

DISCIPLINE DESIGNATOR

G

D

CP

SP

SD

GENERAL

PIPELINE DETAILS

CATHODIC PROTECTION

SPECIAL PLANS

STANDARD DETAILS

CCIVIL

G-01

G-02

G-03

G-04

G-05

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

D-01

D-02

D-03

D-04

D-05

D-06

D-07

SP-01

SP-02

CP-01

CP-02

CP-03

CP-04

CP-05

CP-06

DESCRIPTION

DRAWING

NUMBER

SHEET

NUMBER

SHEET INDEX

GENERAL

CIVIL

WWSP STANDARD DETAILS

DESCRIPTION

DRAWING

NUMBER

SHEET

NUMBER

SHEET INDEX

WWSP PIPE STANDARD DETAILS I

WWSP PIPE STANDARD DETAILS II

WWSP PIPE STANDARD DETAILS III

WWSP PIPE STANDARD DETAILS IV

WWSP PIPE STANDARD DETAILS V

WWSP PIPE STANDARD DETAILS VI

WWSP PIPE STANDARD DETAILS VII

WWSP PIPE STANDARD DETAILS VIII

WWSP PIPE STANDARD DETAILS IX

WWSP PIPE STANDARD DETAILS X

WWSP PIPE STANDARD DETAILS XI

WWSP PIPE STANDARD DETAILS XII

WWSP PIPE STANDARD DETAILS XIII

WWSP PIPE STANDARD DETAILS XIV

WWSP PIPE STANDARD DETAILS XV

WWSP PIPE STANDARD DETAILS XVI

WWSP PIPE STANDARD DETAILS XVII

WWSP PIPE STANDARD DETAILS XVIII

WWSP PIPE STANDARD DETAILS XIX

WWSP PIPE STANDARD DETAILS XX

TVWD STANDARD DETAILS I

TVWD STANDARD DETAILS II

TVWD STANDARD DETAILS III

TVWD STANDARD DETAILS IV

TVWD STANDARD DETAILS V

TVWD STANDARD DETAILS VI

SD-01

SD-02

SD-03

SD-04

SD-05

SD-06

SD-07

SD-08

SD-09

SD-10

SD-11

SD-12

SD-13

SD-14

SD-15

SD-16

SD-17

SD-18

SD-19

SD-20

TD-01

TD-02

TD-03

TD-04

TD-05

TD-06

COVER SHEET

SHEET INDEX

GENERAL LEGEND

GENERAL ABBREVIATIONS

NOTES

KEY MAP

PLAN AND PROFILE 42" STEEL WATER LINE STA: 10+00 TO 13+50

PLAN AND PROFILE 42" STEEL WATER LINE STA: 13+50 TO 17+00

PLAN AND PROFILE 42" STEEL WATER LINE STA: 17+00 TO 21+00

PLAN AND PROFILE 12" DI WATER LINE STA: 50+00 TO 52+50

PLAN AND PROFILE 12" DI WATER LINE STA: 52+50 TO 56+00

PLAN AND PROFILE 12" DI WATER LINE STA: 56+00 TO 59+00

PLAN AND PROFILE 8" DI WATER LINE STA: 99+00 TO 102+00

TVWD DISTRIBUTION PIPELINE DETAILS I

TVWD DISTRIBUTION PIPELINE DETAILS II

TVWD DISTRIBUTION PIPELINE DETAILS III

TVWD DISTRIBUTION PIPELINE DETAILS IV

TVWD DISTRIBUTION PIPELINE DETAILS V

TVWD DISTRIBUTION PIPELINE DETAILS VI

TVWD DISTRIBUTION PIPELINE DETAILS VII

EAST AND WEST 48" CONNECTION ENLARGEMENTS

12" AND 8" CONNECTION ENLARGEMENTS

CATHODIC PROTECTION TABLE AND NOTES

CATHODIC PROTECTION DETAILS I

CATHODIC PROTECTION DETAILS II

CATHODIC PROTECTION DETAILS III

CATHODIC PROTECTION DETAILS IV

CATHODIC PROTECTION DETAILS V

PIPELINE DETAILS

TVWD STANDARD DETAILS

CATHODIC PROTECTION

SPECIAL PLANS

TDTVWD STANDARD DETAILS

B

PROJECT MANAGER

0 0.5" 1"

FILENAME

SCALE

SHEET

C

D

A

1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

91203PE

EXPIRES:

SHEET INDEX

02 - G-02

No Scale

G-02

Randy William Harrington (Nov 3, 2020 20:54 PST) Randy William Harrington

SHEET IDENTIFICATION AND PLAN CALLOUTS

MATERIALS LEGEND

PROPOSED WATER LEGEND

SECTION (LETTER) OR

DETAIL (NUMERAL)

DESIGNATION

DRAWING NUMBER

(REPLACE WITH A LINE

IF TAKEN AND SHOWN

ON SAME DRAWING)

POTHOLE

PH_STL-1

SURFACE MONITORING POINT

10+00

FDN-XXX

OR TC-XXX

OR PL-XXX

OR PDN-XXX

BORE HOLE LOCATION

WITH NUMBER

COMBINATION AIR

RELEASE VALVE (PLAN)

BLOW OFF ASSEMBLY (PLAN)

TEMPORARY BLOWOFF

ACCESS MANWAY

EXISTING PIPE

NEW PIPE

WELDED JOINT

GROOVED END JOINT

FLANGED JOINT

FLEXIBLE COUPLING

ELBOW UP

TEE UP

LATERAL UP

LATERAL DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

UNION

ELBOW DOWN

TEE DOWN

BALL JOINT

MECHANICAL JOINT

CAP

HUB & SPIGOT JOINT

(RUBBER GASKET)

BELL & SPIGOT JOINT

ELBOW, 90 DEGREE

CROSS

TEE

ELBOW, 45 DEGREE

LATERAL

NOTES:

1.

2.

3.

ANCHOR

GATE

BUTTERFLY

GLOBE

BALL

SEAT PORT

ECCENTRIC PLUG

PLUG OR COCK

SWING CHECK

BALL CHECK

EXISTING PIPE

TO BE ABANDONED

EXISTING PIPE

TO BE REMOVED

GROOVED END

ADAPTER FLANGE

FLEXIBLE COUPLING

WITH THRUST TIES

ELASTOMER BELLOWS

EXP JOINT

STEEL BELLOWS

EXP JOINT

FLANGED COUPLING

ADAPTER

FLANGED COUPLING

ADAPTER W/ THRUST TIES

ONLY FLANGED END CONNECTIONS ARE SHOWN HERE

FOR DOUBLE LINE FITTINGS. FITTINGS WITH OTHER END

PATTERNS ARE SHOWN SIMILARLY ON THE CONSTRUCTION

DRAWINGS. ALSO SEE PIPING SPECIFICATIONS.

SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE

GENERIC ONLY. REFER TO PIPING SPECIFICATIONS FOR

SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND

FITTINGS.

EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED

AND/OR SCREENED AND IS NOTED AS EXISTING. NEW

PIPING AND EQUIPMENT IS SHOWN HEAVY-LINED.

DIAPHRAGM

PRESSURE

CONTROL

CARV

PIPE AND FITTING SYMBOLS

DOUBLE LINE SINGLE LINE

VALVE SYMBOLS

0 20 40

SCALE IN FEET

SCALE IN FEET

VERT

HORZ 20 40

5 10

NATURAL GAS LINE

HIGH PRESSURE GAS LINE

LIQUID PETROLEUM GAS LINE

WATER

POTABLE WATER

FIRE SUPPLY WATER LINE

RECLAIMED WATER

UTILITY / NON-POTABLE WATER

IRRIGATION LINE

STORM DRAIN

SANITARY SEWER

STEAM LINE

TELEPHONE

COMMUNICATIONS LINE

FIBER OPTIC CABLE

CABLE TV

POWER

UNIDENTIFIED

ABANDONED UTILITY

OVERHEAD POWER/UTILITY

G

HPG

LPG

W

PW

FIRE

REW

UW

IRRG

SDR

SS

STM

TEL

COMM

FOC

CATV

E

UNID

ABND

OW

1 TITLE

PP-2

R/W

TEMP ESMT

ESMT

RIGHT OF WAY

PROPERTY LINE

SECTION LINE

TEMPORARY EASEMENT

PERMANENT EASEMENT

FENCE LINE

FLOOD PLAIN LINE

PUBLIC UTILITY EASEMENT

CONTOUR

PROPOSED PIPE SINGLE LINE

10+00

PROPOSED PIPE DOUBLE LINE

SCALE -PLAN VIEW

SCALE PLAN AND PROFILE

WM

WATER LEVEL

FIRE HYDRANT

WATER METER

WATER VALVE

DOUBLE CHECK VALVE ASSEMBLY

EXISTING GROUND

HISTORIC BORE HOLE

LOCATION

TRENCH FOUNDATION

CLSM BACKFILL

STEEL

WELD

PIPE COATING

SAND

CRUSHED ROCK

MECHANICAL SEAL

ASPHALT

PIPE LINING

CP TEST STATION

MARKER POST

LOCATE STATION

LINE TYPES

EXISTING UTILITY ABBREVIATIONS

PROPOSED ALIGNMENT TYPE

NORTH ARROW

** SEE ROADWAY DESIGN DRAWINGS FOR EXISTING CIVIL LEGEND TO INCLUDE STRUCTURES AND UTILITIES

B

PROJECT MANAGER

0 0.5" 1"

FILENAME

SCALE

SHEET

C

D

A

1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

91203PE

EXPIRES:

GENERAL LEGEND

03 - G-03

No Scale

G-03

Randy William Harrington (Nov 3, 2020 20:54 PST)

FDN FOUNDATION

FE FLANGED END, FIELD EXPLORATION

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FIMS FACILITIES INFORMATION MAPPING

SYSTEM

FL FLOW LINE

FLEX FLEXIBLE

FLG FLANGE, FLANGED

FM FLOW METER, SANITARY SEWER

FORCED MAIN

FND FOUND

FO FIBER OPTIC

FOT FLAT ON TOP

FPS FEET PER SECOND

FPT FEMALE PIPE THREAD

FRP FIBERGLASS REINFORCED PLASTIC

FT FEET

FTG FOOTING

FUT FUTURE

FW FINISHED WATER LINE

FWPS FINISHED WATER LINE PUMP STATION

G GAS MAIN, GENERAL

GA GAGE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GND, GRND GROUND

GPS GLOBAL POSITIONING SYSTEM

GS GAS SERVICE LINE

GSP GALVANIZED STEEL PIPE

GV GATE VALVE

GVL GRAVEL

HBP HOT BITUMINOUS PAVING

HCL HORIZONTAL CONTROL LINE

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDW HARDWARE GROUP

HERCP HORIZONTAL ELLIPTICAL REINFORCED

CONCRETE PIPE

HG HYDRAULIC GRADIENT

HGL HYDRAULIC GRADE LINE

HGT HEIGHT

HH HANDHOLE

HI HIGH

HMAC HOT MIXED ASPHALT-CEMENT

HOR; HORIZ HORIZONTAL

HP HIGH POINT, HIGH PRESSURE

HPG HIGH PRESSURE GAS

HPI HORIZONTAL POINT OF INTERSECTION

HW HARDWARE

HWY HIGHWAY

HYDID HYDRANT INSIDE DIAMETER

ID INSIDE DIAMETER

IE, INV INVERT ELEVATION

IF INSULATING FLANGE

IN INCH

IP IRON PIPE

IRR IRRIGATION

IV, IVV ISOLATION VALVE VAULT

I&C INSTRUMENTATION AND CONTROLS

JT JOINT

K VERTICAL CURVE PARAMETER DEFINED

BY THE HORIZONTAL DISTANCE

REQUIRED TO ACHIEVE A 1% CHANGE IN

THE SLOPE OF THE VERTICAL CURVE

KV KILOVOLT

L LEFT, ANGLE, LENGTH

LAT'L LATERAL

LB LIGHT BOX

LBS POUNDS

LAV; L LAVATORY

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALIGN ALIGNMENT

ALT ALTERNATIVE; ALTERNATE

ALUM, AL ALUMINUM

AMT AMOUNT

ANSI AMERICAN NATIONAL STANDARD

INSTITUTE

APPROX APPROXIMATELY

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY OF TESTING AND

MATERIALS

AR AIR RELEASE

ASWG, AWG AMERICAN (STEEL) WIRE GAUGE

@ AT

ATSR ALTERNATIVE TERMINAL STORAGE

RESERVOIR

AUTH AUTHORIZE

AUTO AUTOMATIC

AVRV AIR VACUUM RELEASE VALVE

AVE AVENUE

AV AIR VACUUM

AVG AVERAGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS

ASSOCIATION

BC BEGINNING OF CURVE

BCR BEGIN CURVE RETURN

BETW BETWEEN

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BH BORE HOLE

BITUM BITUMINOUS

BK BACK

BLDG BUILDING

BLVD, BD BOULEVARD

BM BENCH MARK, BEAM

BMPS BEST MANAGEMENT PRACTICES

BMW BURIED MANWAY

BO BLOW OFF

BOC BACK OF CURB

BOT BOTTOM

BOV BLOW OFF VALVE

BP BLOWOFF PLANS

BPA BONNEVILLE POWER ADMINISTRATION

BRG BEARING

BTM BOTTOM

BTW BETWEEN

BV BALL VALVE

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

BW BOTH WAYS

℄ CENTER LINE

C&G CURB AND GUTTER

CATH CATHODIC

CARV, CAV COMBINATION AIR RELEASE VALVE

CB CATCH BASIN

CC CENTER TO CENTER

CCP CONCRETE CYLINDER PIPE

CDF CONTROLLED DENSITY FILL

CE CONCRETE ENCASEMENT

CEM CEMENT

CEN CENTER OF CURVE

CESMT CONSTRUCTION EASEMENT

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CI CAST IRON

CIP CAST IRON PIPE

CL CENTERLINE

CLASS CLASSIFICATION

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH

MATERIAL

CMC CEMENT MORTAR COATING

CML, CML&C CEMENT MORTAR LINED (AND COATED)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

C/O CARE OF

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCT

CONT CONTINUED/CONTINUATION

COORD COORDINATE

CORP CORPORATION

CPEP CORRUGATED POLYETHYLENE PIPE

CPI COMBINED POINT OF INTERSECTION

CPLG COUPLING

CPP CORRUGATED PLASTIC PIPE

CR COUNTRY ROAD

CSG CASING

CT COUNT

CTB CONCRETE TREATED BASE

CTR CENTER

CTRD CENTERED

CU CUBIC

CULV CULVERT

CV CHECK VALVE

CY CUBIC YARD

D STORM DRAIN, DIAMETER, DETAIL

DB/WB DRY BULB/ WET BULB

DC DEDICATED CORRIDOR, DRAINAGE

CROSSING

DET DETAIL

DEQ DEPARTMENT OF ENVIRONMENTAL

QUALITY

DIA, Ø DIAMETER

DI DUCTILE IRON

DIAG DIAGONAL

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DN DOWN

DR DRAIN

D/W, DW DRIVEWAY

DWG DRAWING

E EAST, EASTING, ELECTRIC

EA EACH

EB EAST BOUND

EC, ECR END OF CURVE (RETURN)

ECC ECCENTRIC

EF EXHAUST FAN

EL, ELEV ELEVATION

ELB, ELL ELBOW

EMBD EMBEDDED

ENGR ENGINEER

EOP EDGE OF PAVEMENT

EPS EXPANDED POLYSTYRENE

EQ EQUAL, EQUATION

EQPT EQUIPMENT

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

EW EACH WAY

EWEF EACH WAY EACH FACE

EXST, EX, EXTG EXISTING

EXC EXCAVATE

EXP EXPANSION, EXPOSED

EY EXPRESSWAY

FB FLAT BAR

FBO FURNISHED BY OTHERS

FC FLEXIBLE COUPLING

FCA FLANGED/FLEXIBLE COUPLING

ADAPTER

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

LF LINEAR FEET

LG LENGTH

LLV LONG LEG VERTICAL

LP LOW POINT

L-R LEFT TO RIGHT

LT LEFT

LVC LENGTH OF VERTICAL CURVE

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBH THOUSANDS OF BRITISH THERMAL

UNITS PER HOUR

MD MOTORIZED DAMPER

MGD MILLION GALLONS PER DAY

MFR MANUFACTURER

MH MANHOLE

MILS MILI-INCH (ONE THOUSANDTH OF

AN INCH)

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MLPCSP MORTAR LINED POLYURETHANE

COATED STEEL PIPE

MON MONITORING

MTP MAIN TRANSMISSION PIPELINE

MTR METER

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

MW MANWAY

N NORTH

NA NOT APPLICABLE

NACE NATIONAL ASSOCIATION OF

CORROSION ENGINEERS

NAD NORTH AMERICAN DATUM

NB NORTHBOUND

NEPA NATIONAL ENVIRONMENTAL

POLICY ACT

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NGS NATIONAL GEODETIC SURVEY

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

NO, # NUMBER, NUMBERING

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NRS NON-RISING STEM

NTS NOT TO SCALE

O&M OPERATIONS AND MAINTENANCE

OA ODOROUS AIR

OAVA ODOR AND AIR VALVE ASSEMBLY

OC ON CENTER

OD OUTSIDE DIAMETER

ODOT OREGON DEPARTMENT OF

TRANSPORTATION

OE, OHE OVERHEAD ELECTRIC

OF OVERFLOW PIPE

OG ORIGINAL GROUND

OH OVERHEAD

OHWM ORDINARY HIGH WATER MARK

OPNG OPENING

ORIG ORIGINAL

OSSC OREGON STRUCTURAL SPECIALTY

CODE

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PC POINT OF CURVE

PCC POINT OF COMPOUND CURVE

PCCP PRESTRESSED CONCRETE CYLINDER

PIPE

PDG PIPELINE DESIGN GUIDELINE

PDN PRELIMINARY DESIGN NORTH

PE, P/E PERMANENT EASEMENT,

POLYETHYLENE

PERM PERMANENT

PG PRESSURE GAGE

PGE PORTLAND GENERAL ELECTRIC

PH POTHOLE LOCATION

PI POINT OF INTERSECTION

PL PLATE, PROPERTY LINE

P/L PROPERTY LINE

PM POWER METER

PMP PUMP

PNL PANEL

POB POINT OF BEGINNING

POC POINT OF CONNECTION, POINT ON

CURVE

POE POINT OF END

PP POWER POLE, PLAN AND PROFILE

PRC POINT OF REVERSE CURVE

PREFAB PREFABRICATED

PROP PROPOSED

PRV PRESSURE REDUCING VALVE

PS PIPE SUPPORT, PUMPING STATION

PSF POUND PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIG POUND PER SQUARE INCH GAGE

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

(USED INTERCHANGEABLY WITH VPI)

PVMT PAVEMENT

R RIGHT

R, RAD RADIUS

R&R REMOVE AND REPLACE PER EXISTING

R/W RIGHT OF WAY

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCPA REINFORCED CONCRETE PIPE ARCH

RD ROAD, RECORD DRAWING

RDCR REDUCER

REINF REINFORCE

REM REMOVED

REQ'D REQUIRED

RED REDUCING, REDUCER

REF REFERENCE

RH RODHOLE

RJ RESTRAINED JOINT

RLA RUNNING LOAD AMPS

RP RADIUM POINT

RR RAILROAD

RT RIGHT

R/W, ROW RIGHT-OF-WAY

RW RAW WATER

S SOUTH

SAN SANITARY SEWER MAIN

SB SOUTH BOUND

SCFM STANDARD CUBIC FEET PER MINUTE

SCH SCHEDULE

SCP STEEL CASING PIPE

SD STORM DRAIN, STANDARD DETAIL

SDR SPECIFIC DIAMETER RATIO

SE SEWAGE EFFLUENT

SEC SECTION

SERV SERVICE

SF SQUARE FEET, SHEATH FOOTAGE

SHLD SHOULDER

SHTS SHEETS

SIG SIGNAL

SIM SIMILAR

SLG SLIDE GATE

SLP SLOPE

SLV SLEEVE

SMS SHEET METAL SCREW

SPEC SPECIFICATION

SQ SQUARE

SS SANITARY SEWER

SSD STOPPING SIGHT DISTANCE

SSFM SANITARY SEWER FORCE MAIN

SSMH SANITARY SEWER MANHOLE

SST, SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STM STORM

STRUCT STRUCTURE

SUB ELECTRICAL SUB STATION

SWMP STORM WATER MANAGEMENT PLAN

SYMM SYMMETRICAL

T TANGENT, TELEPHONE, UNDERGROUND

TELEPHONE

T&B TOP AND BOTTOM

t THICKNESS

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TCE TEMPORARY CONSTRUCTION

EASEMENT

TEL TELEPHONE

TF TRENCH FOOTAGE

TEMP TEMPORARY

TOC TOP OF CONCRETE

TOP TOP OF PIPE

TOPO TOPOGRAPHY

TP TEST PIT

TP/DT TEMPORARY PROTECTION/DIRCETION

OF TRAFFIC

TRANS TRANSITION

TS TEST STATION

TV TELEVISION

TVWD TUALATIN VALLEY WATER DISTRICT

TYP TYPICAL

TSS TEMPORARY SIGN SUPPORT

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UGT UNDERGROUND TELEPHONE

UGTV UNDERGROUND TV CABLE

UNO UNLESS NOTED OTHERWISE

UPRR UNION PACIFIC RAILROAD

US UNITED STATES

USCGS UNITED STATES COAST AND GEODETIC

SURVEY

USGS UNITED STATES GEOLOGICAL SURVEY

UT ULTRASONIC TESTING

V VALVE

VB VAPOR BARRIER

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY LOCATION AND/OR FEATURES

IN FIELD PRIOR TO CONDUCTING

POTENTIALLY IMPACTED

CONSTRUCTION ACTIVITY

VPI VERTICAL POINT OF INTERSECTION

(USED INTERCHANGEABLY WITH PVI)

V V VACUUM VALVE

W/ WITH

W WATER, WEST

WG WATER GAUGE

WL WORK LIMIT

WM(S) WATER METER(S)

WS WATER SURFACE, WATER STOP,

WATER SERVICE

WSP WELDED STEEL PIPE

W/O WITHOUT

WTP WATER TREATMENT PLANT

WWSP WILLAMETTE WATER SUPPLY PROGRAM

Δ DELTA

NOTES:

1. NOT ALL ABBREVIATIONS MAY BE IN USE.

ABBREVIATIONS

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Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

91203PE

EXPIRES:

GENERAL ABBREVIATIONS

04 - G-04

No Scale

G-04

Randy William Harrington (Nov 3, 2020 20:54 PST)

1. PROJECT SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR MUST ASSESS POTENTIAL

HAZARDS THAT WILL BE ENCOUNTERED WHILE PERFORMING THE CONTRACTED WORK AND DEVELOP A SITE SPECIFIC SAFETY PLAN (SSSP). THE PLAN MUST INCLUDE

THE PROCEDURES AND METHODS FOR ELIMINATING OR CONTROLLING THE PROJECT-SPECIFIC SAFETY HAZARDS IDENTIFIED. THIS DOES NOT HAVE TO BE A WRITTEN

PLAN. HOWEVER, THE CONTRACTOR MUST BE ABLE TO ARTICULATE THE SSSP TO THE INSPECTOR DURING THE PRE-CONSTRUCTION MEETING.

2. CONTRACTOR SHALL INFORM THE INSPECTOR OF THE SPECIFIC REQUIREMENTS OF CONTRACTOR’S SSSP THAT THE INSPECTOR AND OTHER DISTRICT

REPRESENTATIVES MUST COMPLY WITH WHILE AT THE SITE.

3. CONTRACTOR IS RESPONSIBLE FOR AND SHALL CONDUCT THEIR OPERATIONS IN A MANNER ENSURING SAFE WORKING CONDITIONS AT ALL TIMES FOR ALL

EMPLOYEES, PUBLIC, AND ALL OTHERS WHO MAY COME IN CONTACT WITH, OR MAY BE EXPOSED TO, ANY OPERATIONS RELATED TO THE PROJECT. COMPLIANCE WITH

THE REQUIREMENTS OF THESE PROVISIONS WILL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS ASSUMED BY THE CONTRACTOR AS REQUIRED BY LAW.

4. CONTRACTORS SHALL ABIDE BY ALL OREGON OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND OTHER APPLICABLE SAFETY REGULATIONS. CONTRACTOR

SHALL COMPLY WITH CONTRACTOR’S SSSP FOR THE HEALTH AND SAFETY OF PERSONS AND PROPERTY IN THE VICINITY OF THE WORK AREA. NONCOMPLIANCE BY

CONTRACTOR OR ITS EMPLOYEES WITH THE SSSP OR REGULATORY REQUIREMENTS IS GROUNDS FOR A STOP WORK ORDER. CONTRACTOR BEARS SOLE

RESPONSIBILITY FOR PENALTIES IMPOSED FOR NONCOMPLIANCE.

5. CONTRACTORS SHALL PROVIDE AND MAINTAIN SANITARY FACILITIES FOR EMPLOYEES IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR SHALL ENSURE

ALL WORK SITES AND AREAS ARE MAINTAINED FREE OF RECOGNIZED HAZARDS AND IN A SANITARY AND ORGANIZED STATE.

6. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL, OR OTHER FOREIGN MATERIAL CAUSED BY CONSTRUCTION OPERATIONS FROM ALL STREETS AND

WALKWAYS AT THE END OF EACH DAY’S OPERATION AND SHALL ADHERE TO ALL APPLICABLE EROSION CONTROL REQUIREMENTS.

7. CONTRACTORS SHALL FOLLOW OREGON SAFE DIG LAWS AND STANDARDS (OAR 952-001).

8. CONTRACTOR SHALL ENSURE THAT WORKERS ARRIVE AT THE JOBSITE FIT FOR DUTY, WHICH INCLUDES BEING PHYSICALLY ABLE TO WORK, RESTED, AND NOT UNDER

THE INFLUENCE OF ALCOHOL OR DRUGS.

9. ALL SAFETY-RELATED EQUIPMENT INSTALLED FOR USE BY THE CONTRACTOR SHALL BE MADE AVAILABLE TO THE INSPECTOR FOR COMPLETION OF REQUIRED DUTIES

(E.G., INSPECTIONS, TESTING, OBSERVATIONS). THIS INCLUDES BUT IS NOT LIMITED TO, SANITATION FACILITIES, ACCESS AND EGRESS POINTS, ANCHORAGES, GUARDRAIL SYSTEMS, SCAFFOLDS, VENTILATION, RESCUE SYSTEMS, SHADE SYSTEMS, PARKING, ELECTRICAL FACILITIES, AND ARTIFICIAL LIGHTING.

1. THE CONTRACTOR OR DEVELOPER SHALL OBTAIN THE APPROPRIATE UTILITY PERMIT(S) FROM THE CITY, STATE, OR COUNTY WITH JURISDICTION FOR THE STREETS OR ROADS

WITHIN THE PROJECT WORK AREA PRIOR TO CONSTRUCTION OF SYSTEM IMPROVEMENTS.

2. CONTRACTORS SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE APPLICABLE CITY, STATE, AND COUNTY AUTHORITIES REGARDING THE CLOSING OF PUBLIC STREETS

OR HIGHWAYS TO USE OF PUBLIC TRAFFIC. NO ROAD SHALL BE CLOSED TO THE PUBLIC, EXCEPT BY EXPRESS PERMISSION OF THE AFFECTED REGULATING AUTHORITY.

3. REFER TO THE ROADWAY DESIGN PLANS AND SPECIFICATIONS FOR CONSTRUCTION PHASING GUIDANCE, AS WELL AS TRAFFIC CONTROL PLANS.

A. SAFETY AND WORKSITE CONDITIONS

B. PERMITS AND ROAD CLOSURES

1. OPERATION OF VALVES IN THE DISTRICT’S WATER SYSTEM BY ANYONE OTHER THAN DISTRICT EMPLOYEES IS STRICTLY PROHIBITED. CONTRACTORS SHALL NOT

OPEN OR CLOSE VALVES, OR TAKE ANY OTHER ACTION THAT MAY AFFECT THE OPERATION OF THE EXISTING WATER SYSTEM, EXCEPT AS SPECIFICALLY

REQUIRED BY THE PLANS AND SPECIFICATIONS, AND ONLY WITH PRIOR APPROVAL BY THE DISTRICT.

2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT AT LEAST 48 HOURS IN ADVANCE OF NEEDED VALVE OPERATION.

C. VALVE OPERATION PROHIBITED

1. IN THE EVENT OF ACCIDENTAL INTERRUPTION OF DOMESTIC WATER SERVICE, THE RESPONSIBLE PARTY SHALL IMMEDIATELY NOTIFY THE INSPECTOR OR DISTRICT AT

503-848-3000. THE RESPONSIBLE PARTY SHALL ARRANGE FOR RESTORATION OF SERVICE AS PROMPTLY AS POSSIBLE AND BEAR ALL COSTS OF REPAIR. IN NO CASE SHALL

INTERRUPTION OF ANY WATER SERVICE BE ALLOWED OUTSIDE OF WORKING HOURS, UNLESS PRIOR APPROVAL IS GRANTED BY THE DISTRICT.

2. THE CONTRACTOR SHALL PROVIDE A WRITTEN SHUTDOWN AND SWITCHOVER PLAN FOR AGENCY REVIEW A MINIMUM OF EIGHT (8) WEEKS PRIOR TO ANY PLANNED SHUTDOWN

OR INTERRUPTION OF UTILITY SERVICE. THE SHUTDOWN PLAN SHALL PROVIDE DETAILS OF THE SEQUENCE, TIMING, DURATION, AND WORK ACTIVITIES PLANNED DURING THE

SHUTDOWN PERIOD. THE PLAN SHALL INCLUDE A DEWATERING PLAN FOR THE EXISTING PIPE AND TRENCH. NO WATER FROM THE DITCH SHALL BE ALLOWED TO ENTER THE

PIPE. THE DISTRICT ENGINEER SHALL HAVE SOLE DISCRETION FOR APPROVAL OF THE SHUTDOWN PLAN.

3. PLANNED WATERLINE SHUTDOWNS SHALL BE LIMITED TO A MAXIMUM DURATION OF FOUR (4) HOURS WHEN THERE IS A CUSTOMER OUTAGE, AND SHALL ONLY OCCUR BETWEEN

TUESDAY AND THURSDAY. SHUTDOWNS ON FEDERAL HOLIDAYS WILL NOT BE APPROVED. SHUTDOWN OF THE EXISTING 48" CCP WATER MAIN MAY ONLY OCCUR BETWEEN

OCTOBER AND APRIL. THE TOTAL DURATION OF THE SHUTDOWN SHALL BE A MAXIMUM OF THREE (3) WEEKS WHICH INCLUDES TIME NECESSARY FOR ISOLATION, DRAINING, CONSTRUCTION OF CONNECTIONS, CLEANING, TESTING, FILLING, AND GOING LIVE. THE CONTRACTOR SHOULD EXPECT THAT THE TIME NEEDED FOR ISOLATION, DRAINING, CUTTING AND REMOVAL, FILLING, AND GOING LIVE WILL TOTAL APPROXIMATELY (1) WEEK, ALLOWING TWO (2) WEEKS FOR CONSTRUCTION OF CONNECTIONS, CLEANING, AND

TESTING.

D. INTERRUPTION OF UTILITY SERVICE

1. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY IF ANY PART OF THE WATER SYSTEM IS DAMAGED IN ANY WAY.

2. REPAIR OF ANY DAMAGE TO THE DISTRICT'S FACILITIES CAUSED BY A CONTRACTOR SHALL BE MADE TO THE DISTRICT’S STANDARDS AT THE CONTRACTOR'S

EXPENSE. THE DISTRICT, AT ITS OPTION, MAY MAKE THE REPAIRS AND BILL THE CONTRACTOR ON A TIME AND MATERIALS BASIS.

E. DAMAGE TO WATER SYSTEM DURING CONSTRUCTION

1. ALL DUCTILE IRON PIPE (DIP), AT A MINIMUM, SHALL BE THICKNESS CL 52, ZINC COATED, AND POLYETHYLENE WRAPPED AS PER THE SPECIFICATIONS. ALL

PIPE JOINTS SHALL BE RESTRAINED AS PER APPROVED METHODS AND MATERIALS STATED IN THE SPECIFICATIONS. WITH THE EXCEPTION OF JOINTS

CALLED OUT SPECIFICALLY AS MECHANICAL OR FLANGED, DIP JOINTS SHALL BE TR FLEX OR FLEX RING, OR AN APPROVED EQUAL. JOINT BONDING PER

DETAIL 1/CP-06 IS REQUIRED FOR ALL DIP AND FITTINGS FOR PIPELINES AND BRANCHES THAT ARE CONNECTED TO THE 42" STEEL PIPELINE, BUT IS NOT

REQUIRED FOR THE DIP DISTRIBUTION PIPELINE (8" AND 12" LINES) INDEPENDENT FROM THE 42" STEEL PIPELINE.

2. DEFLECT DIP PIPE JOINTS AS REQUIRED, PER THE SPECIFICATIONS, TO MEET HORIZONTAL AND VERTICAL INFLECTIONS SHOWN ON THE PLAN AND

PROFILE.

3. REFER TO ROADWAY DESIGN PLANS FOR SURVEY INFORMATION AND PROJECT CONTROLS.

4. PROVIDE OWNER WITH GPS COORDINATE OF EACH WATER TRANSMISSION LINE JOINT (TOP OF PIPE) AND APPURTENANCES, INCLUDING ALL BURIED

MANWAYS, BLOWOFFS, AND AIR VALVES. INCLUDE DEPTH TO TOP OF PIPE AT EACH LOCATION.

5. ALL WATER TRANSMISSION LINE CONSTRUCTION WORK SHALL BE STAKED BASED ON THE SURVEY CONTROL POINTS DEFINED ON THE PLANS.

6. EXISTING UTILITIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. DEPTHS SHOWN ARE AN ASSUMED DEPTH AND HORIZONTAL

LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY DEPTH AND LOCATION IN THE FIELD. THE PLANS MAY NOT SHOW ALL EXISTING

UNDERGROUND UTILITIES. IF SIZE IS NOT SHOWN, IT IS UNKNOWN.

7. PRIOR TO CONSTRUCTION LOCATE ALL UTILITIES ALONG THE WATER TRANSMISSION LINE AND WITHIN THE CONSTRUCTION LIMITS BY CALLING THE

OREGON UTILITY NOTIFICATION CENTER AT 811 OR 1-800-332-2344. SERVICE CONTACT SHALL BE MADE A MINIMUM OF 2 BUSINESS DAYS IN ADVANCE OF

ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE MARKINGS. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES

ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN

COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE ADMINISTRATIVE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS

(503) 232-1987).

8. LOCATE AND POTHOLE ALL EXISTING UTILITIES THAT WILL BE CROSSED, OR WITH POTENTIAL TO BE DISTURBED BY TRENCHING OR CONSTRUCTION

ACTIVITY (I.E. PARALLEL UTILITIES). POTHOLING SHALL OCCUR PRIOR TO ORDERING THE PIPE FROM THE SUPPLIER OR MANUFACTURER.

9. CONTACT THE UTILITIES TO COORDINATE CONSTRUCTION ACTIVITY AND PROTECTION OF EXISTING UTILITIES.

10. THE CONTRACTOR SHALL FOLLOW ALL STATE SURVEY LAWS IF PROPERTY CORNERS, RIGHT-OF WAY MARKERS OR SURVEY MONUMENTS WILL BE

DISTURBED.

11. ALL CONFINED SPACE ENTRY WORK SHALL COMPLY WITH STATE AND FEDERAL OSHA REQUIREMENTS.

12. OBTAIN RIGHTS OF ENTRY FROM PRIVATE PROPERTY OWNERS PRIOR TO ENTERING PRIVATE PROPERTY. PROVIDE RIGHTS OF ENTRY AGREEMENTS TO

DISTRICT AND OWNER.

13. IF THERE IS A CONFLICT WITH AN EXISTING UTILITY, CONTACT OWNER'S REPRESENTATIVE AND SUBMIT PLAN FOR ADJUSTMENT.

14. DURING 42-INCH WATER TRANSMISSION LINE CONSTRUCTION PROTECT WATER TRANSMISSION LINE FROM CONSTRUCTION LOADS UNTIL THERE IS A

MINIMUM 4 FT OF COVER. 4 FT OF COVER IS ALSO REQUIRED TO PREVENT FLOTATION IN THE PRESENCE OF WATER, OR WHEN PLACED IN CLSM.

15. NOMINAL PIPE DIAMETER (NOM ID) SHALL MEAN THE APPROXIMATE INSIDE DIAMETER OF THE CEMENT MORTAR LINING.

GENERAL NOTES:CONSTRUCTION NOTES:

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0 0.5" 1"

FILENAME

SCALE

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1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

70837PE

EXPIRES:

NOTES

05 - G-05

No Scale

G-05

Daniel V. Johnston (Nov 3, 2020 20:37 PST)

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1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

70837PE

EXPIRES:

SHEET C-02 (42" STEEL STA 9+88.23 TO 13+50)

SHEET C-05 (12" DI STA 49+88.34 TO 52+50)

SHEET C-03 (42" STEEL STA 13+50 TO 17+00)

SHEET C-06 (12" DI STA 52+50 TO 56+00)

SHEET C-04 (42" STEEL STA 17+00 TO 20+95.52)

SHEET C-07 (12" DI STA 56+00 TO 58+33.70

SHEET C-08 (8" DI STA 99+30.63 TO 101+99.60)

STA 9+88.23

BEGIN 42" WATER

TRANSMISSION LINE

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BEGIN 12"

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END 12"

WATER LINE

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SW WALKER RD

NIKE INC.

N JOHNSON CREEK

Daniel V. Johnston (Nov 3, 2020 20:37 PST)

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FLEXIBLE PIPE TRENCH SECTION - TYPE I (GRANULAR)

42" NOM ID WATER TRANSMISSION LINE, MLPCSP, T=0.3125", DOUBLE WELDED LAP JOINT

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1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

70837PE

EXPIRES:

ROADWAY STA 9+88.23

N 7161.20

E 60160.87

BEGIN 42" WATER

TRANSMISSION LINE

STA 10+28.23

N 7128.9563

E 60184.54

Δ=52' 4' 34"

HPI

STA 11+32.89

N 7125.95

E 60289.16

Δ=50' 50' 7"

HPI

STA 13+43.06

N 6943.64

E 60356.31

Δ=45' 16' 16"

HPI

EXIST 12"

TVWD WATER

NOTES:

1. REFER TO ROADWAY DESIGN PLANS (SCHEDULE A) FOR

SURVEY INFORMATION AND PROJECT CONTROLS.

2. REFER TO SCHEDULE A DRAWINGS FOR INFORMATION

PERTAINING TO THE ROADWAY DESIGN AND

ASSOCIATED DRAINAGE, UTILITIES, SIGNAGE, UTILITY

RELOCATIONS, LIGHTING, STRIPING, LANDSCAPING,

IRRIGATION, EROSION AND SEDIMENTATION CONTROL,

AND TRAFFIC CONTROL.

EXIST 48" CCP

TVWD WATER

EXIST

GAS MAIN

STA 12+63.06

N 7022.71

E 60368.44

Δ=46' 14' 27"

HPI

PROP 12" W

SP-01

SP-01

CP-02

SD-10

SD-10

SD-07

SD-02

EXIST 48" CCP

TVWD WATER

SD-20

SD-10

SD-09

SD-01

CONSTRUCTION NOTES:

PRIOR TO SUBMITTAL OF STEEL PIPE SHOP DRAWINGS,

CONTRACTOR SHALL PERFORM EXPLORATORY

DIGGING TO CONFIRM EXISTING 48-INCH CCP JOINT

LOCATIONS FOR CONNECTION.

REMOVE UP TO APPROXIMATELY 50 FEET OF THE

EXISTING 48-INCH CCP FROM THE CONNECTION TO 10

FEET PAST THE HPI.

REMOVE EXISTING WATER APPURTENANCE (BLOW OFF,

ARV, TEST STATION, ETC.) TO MIN 3' BELOW FINISH

GRADE AND ABANDON.

REMOVE APPROXIMATELY 298 LF OF EXIST 48" CCP

WATER MAIN.

COMPLY WITH ALL PERMITTING REQUIREMENTS FOR

IN-WATER CREEK CROSSING.

1 2

C-05

SD-17

SD-07

KEY NOTES:

STA 10+74.20 (1), STA 13+26.27 (1) - BRASS CAP,

SEE DETAIL

STA 11+32.89 (1), STA 12+63.06 (1) - CONCRETE MONUMENT,

SEE DETAIL

STA 11+91.06 (1) - MARKER POST, SEE DETAIL

STA 11+80.00 (1) - BLOW-OFF TYPE I, SEE DETAIL

STA 10+33.33 (1) - BUTTERFLY VALVE, SEE DETAIL

STA 10+89.09 (1) - LOCATE STATION, SEE DETAIL

STA 10+02.41 (1) - BURIED ACCESS WAY, SEE DETAIL

STA 11+55.13 (1), STA 12+71.66 (1) -

TRENCH CUTOFF WALL, SEE DETAIL

42" DIA MLPCSP, SEE DETAIL

STA 9+88.23 (1) - CONNECTION TO EXISTING SYSTEM,

SEE DETAIL

STA 10+69.00 (1) - 30" ACCESS WAY,

SEE DETAILS &

4CONNECTION

ENLARGEMENT DETAIL

CONNECTION

ENLARGEMENT DETAIL

THRUST BLOCK, SEE 1

D-04

SP-01

STA 10+88.83 (1), STA 11.85.08 (1) - 4-WIRE

ISOLATION FLANGE TEST STATION WITH ANODE

BED, SEE DETAIL

Daniel V. Johnston (Nov 3, 2020 20:37 PST)

EXISTING

GROUND @ PIPE ℄

PROPOSED

GROUND @ PIPE ℄

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FLEXIBLE PIPE TRENCH SECTION -

TYPE I (GRANULAR)

42" NOM ID WATER TRANSMISSION LINE, MLPCSP, T=0.3125", DOUBLE WELDED LAP JOINT

X

X

X

X

X

X

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(SS)

(SS)

(S S

(SS)

(SS)

(SS)

(S S

(SS)

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SW WALKER RD

N JOHNSON CREEK

N JOHNSON CREEK

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TCE TCE

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PSDU

E

PSDU

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PUEPUE

PUE PUE PUE PUE

TC

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TC

E

14+00

15+00

16+00

17+00

13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00

KEY PLAN

SCALE: 1" = 500'

W

A

L

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C

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PLAN AND PROFILE

42" STEEL WATER LINE

STA 13+50 TO 17+00

08 - C-03

No Scale

C-03

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SCALE IN FEET

VERT

HORZ 20 40

5 10

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PROJECT MANAGER

0 0.5" 1"

FILENAME

SCALE

SHEET

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1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

70837PE

EXPIRES:

M A

T C

H L

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M

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L I N

E

S

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E

STA 16+35.56

N 6721.82

E 60523.85

Δ=36' 56' 6"

HPI

STA 13+71.89

N 6919.55

E 60374.17

Δ=1' 0' 0"

HPI

STA 14+15.73

N 6895.44

E 60391.40

Δ=1' 0' 0"

HPI

RELOCATED 8"

DIA CWS SS

RELOCATED 48"

DIA CWS SS

KEY NOTES:

42" DIA MLPCSP

STA 14+60.00 (1) - TRENCH CUTOFF WALL,

SEE DETAIL

STA 13+98.00 (1), STA 14+02.37 (1), STA 15+72.19 (1),

STA 16+70.05 (1) - BRASS CAP, SEE DETAIL

STA 13+95.64 (1) - 4-WIRE ISOLATION FLANGE TEST

STATION WITH ANODE BED SEE DETAIL

STA 13+98.00 (1) - AIR VALVE ASSEMBLY TYPE I,

SEE DETAIL

STA 14+00.63 (1) - LOCATE STATION, SEE DETAIL

NOTES:

1. REFER TO ROADWAY DESIGN PLANS (SCHEDULE A) FOR

SURVEY INFORMATION AND PROJECT CONTROLS.

2. REFER TO SCHEDULE A DRAWINGS FOR INFORMATION

PERTAINING TO THE ROADWAY DESIGN AND

ASSOCIATED DRAINAGE, UTILITIES, SIGNAGE, UTILITY

RELOCATIONS, LIGHTING, STRIPING, LANDSCAPING,

IRRIGATION, EROSION AND SEDIMENTATION CONTROL,

AND TRAFFIC CONTROL.

EXIST

GAS MAIN

STA 16+07.19

N 6726.9998

E 60507.3860

Δ=37' 59' 15"

HPI

EXIST

SANITARY

EXIST 12"

TVWD WATER

SD-15

SD-10

SD-02

ABANDON 48"

CCP WATER

SD-01

CONSTRUCTION NOTES:

PROTECT PROPOSED DIP WATER MAIN WHERE IT

CROSSES THE PROPOSED 42" WATER MAIN.

PROP 12" W

C-05

CP-02

SW WALKER RD

S

SD-09

Daniel V. Johnston (Nov 3, 2020 20:37 PST)

0.10%

-0.10%

0.75%

.0

.0

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A

42" NOM ID WATER TRANSMISSION LINE, MLPCSP, T=0.3125", DOUBLE WELDED LAP JOINT

FLEXIBLE PIPE TRENCH SECTION -

TYPE I (GRANULAR)

D

D

D

D

D

D

D

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X

X

X

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X

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XX

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X

X

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SW WALKER RD

OH

W

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HW

OH

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O

HW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

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O H W

O H W

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PSUE PSUE PSUE

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TCE

TCE

TCE

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C

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C

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C

C

17+00

19+00

17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00

KEY PLAN

SCALE: 1" = 500'

W

A

L

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C

C

C

PLAN AND PROFILE

42" STEEL WATER LINE

STA 17+00 TO 21+00

09 - C-04

No Scale

C-04

M A

T C

H L I N

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S

T

E

SCALE IN FEET

VERT

HORZ 20 40

5 10

M A

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H L

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SCALE IN FEET

B

PROJECT MANAGER

0 0.5" 1"

FILENAME

SCALE

SHEET

C

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1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

J u

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06/30/2021

DIGITAL SIGNATURE

OREGON

70837PE

EXPIRES:

STA 20+95.52

N 6374.75

E 60725.60

END 42" WATER

TRANSMISSION LINE

STA 17+36.17

N 6630.04

E 60589.56

Δ=45' 40' 35"

HPI

STA 19+42.49

N 6512.51

E 60742.05

Δ=57' 34' 57"

HPI

STA 20+55.52

N 6429.89

E 60701.79

Δ=57' 23' 36"

HPI

KEY NOTES:

STA 20+95.52 (1) - CONNECTION TO EXISTING SYSTEM

42" DIA MLPCSP

STA 18+05.00 (1), STA 19+10.00 (1) - TRENCH CUTOFF

WALL, SEE DETAIL

STA 19+60.00 (1) - 30" ACCESS WAY,

SEE DETAILS &

STA 17+48.71 (1), STA 20+02.80 (1), STA 20+24.75 (1), -

BRASS CAP, SEE DETAIL

STA 18+09.86 (1), STA 18+42.16 (1) STA 18+66.70 (1),

STA 19+42.49 (1) - MARKER POST, SEE DETAIL

STA 18+29.83 (1) - BLOW-OFF TYPE I, SEE DETAIL

STA 18+34.83 (1), STA 20+95.35 (1) - 4-WIRE ISOLATION

FLANGE TEST STATION WITH ANODE BED SEE DETAIL

STA 17+19.97 (1), STA 20+90.35 (1) - LOCATE STATION,

SEE DETAIL

STA 20+81.34 (1) - BURIED ACCESS WAY, SEE DETAIL

NOTES:

1. REFER TO ROADWAY DESIGN PLANS (SCHEDULE A) FOR

SURVEY INFORMATION AND PROJECT CONTROLS.

2. REFER TO SCHEDULE A DRAWINGS FOR INFORMATION

PERTAINING TO THE ROADWAY DESIGN AND

ASSOCIATED DRAINAGE, UTILITIES, SIGNAGE, UTILITY

RELOCATIONS, LIGHTING, STRIPING, LANDSCAPING,

IRRIGATION, EROSION AND SEDIMENTATION CONTROL,

AND TRAFFIC CONTROL.

EXIST 12"

TVWD WATER

ABANDON 48"

CCP WATER

STA 18+09.86

N 6618.82

E 60662.75

Δ=44' 33' 43"

HPI

EXIST

GAS MAIN

EXIST

SANITARY

EXIST

SANITARY

SD-13

SD-10

SD-07

SD-02

SD-10

SP-01

EXIST 48" CCP

TVWD WATER

D-04

CP-02

SD-09

SD-01

CONSTRUCTION NOTES:

CONTRACTOR TO PERFORM EXPLORATORY DIGGING

TO CONFIRM EXISTING JOINT LOCATIONS FOR

CONNECTION.

REMOVE 50 FEET OF THE EXISTING 48-INCH CCP FROM

THE CONNECTION TO 10 FEET PAST THE HPI.

REMOVE EXISTING WATER APPURTENANCE (BLOW

OFF, ARV, TEST STATION, ETC.) TO 3' BELOW FINISH

GRADE.

REMOVE APPROXIMATELY 99 LF OF EXIST 48" CCP

WATER MAIN.

COMPLY WITH ALL PERMITTING REQUIREMENTS FOR

IN-WATER CREEK CROSSING.

PROTECT PROPOSED DIP WATER MAIN WHERE IT

CROSSES THE PROPOSED 42" WATER MAIN.

SD-17

PROP 12" W

C-05

1 2

SD-07

CONNECTION

ENLARGEMENT DETAIL

CONNECTION

ENLARGEMENT DETAIL

THRUST BLOCK

SP-01

Daniel V. Johnston (Nov 3, 2020 20:37 PST)

I

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-0.68%

-0.06%

0.49% 0.62%

EXIST 12" DI

TVWD WATER

S

T O

R M

S T

A

E L

S

S T

A

E L

S

S T

A

E L

B

S

A N

S T

A

E L

EXIST GROUND

@ PIPE CL

PROP GROUND

@ PIPE CL

M I N

M

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B

F V

S T

A

E L

M

J

B

F V

S T

A

E L

C

A R

V

S T

A

T O

P

12" CLASS 52

DI PIPE

XX

X

X

X

X

G

G

G

T

D

F

D

W

S

W

C

T V

C

T

V

S

S

S

S

(SS)S

G

G

G

G

G

G

G

G

G

G

G G

G

G

R

R

V

D

SW WALKER RD

C

E

D

E

E

K

O

H

W

OHW

OHW OHW

OHW

OHW

O H W

O H W

O H W

O H W

O H W

TCE

F

F

F

F

F

F

F

F

P S D U E

PSDU

E

F

F

F

F

F

F

F

C

C

C

C

C

C

C C

C C

C

C

C

C

C

PSDU

E

PSDU

E

PSDU

E

PSDU

E

C

C

C

C

C

C

C

D

D

D

D

S

S

49+00

51+00

EXIST 12"

TVWD WATER

EXIST 48"

TVWD WATER

EXIST

GAS MAIN

N 7102.65

E 60229.14

N 6958.46

E 60335.29

EXIST 36"

SANITARY

N 7108.67

E 60224.68

N 7095.35

E 60280.02

N 7012.83

E 60343.09

STA 50+52.74,

OFF 8.99' L

48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50

KEY PLAN

SCALE: 1" = 500'

W

A

L

K

M

U

R

R

V

D

C

C

C

C

PLAN AND PROFILE

12" DI WATER LINE

STA 50+00 TO 52+50

10 - C-05

No Scale

C-05

M A

T C

H L

I N

E

S

T

E

SCALE IN FEET

VERT

HORZ 20 40

5 10

M A

T C

H L

I N

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S

T

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0 20 40

SCALE IN FEET

B

PROJECT MANAGER

0 0.5" 1"

FILENAME

SCALE

SHEET

C

D

A

1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

J u

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06/30/2021

DIGITAL SIGNATURE

OREGON

70837PE

EXPIRES:

KEY NOTES:

STA 50+47.24 (1) - 12" MJ 45° BEND, THRUST BLOCK

STA 50+49.94 (1) - 12" MJ BUTTERFLY VALVE

STA 50+52.70 (1) - 2" COMBINATION AIR RELEASE AND AIR

VACUUM VALVE, SEE TVWD DETAIL

STA 50+56.65 (1) - 12" MJ FORCE BALANCED FLEX-TEND

FLEXIBLE EXPANSION JOINT, SEE DETAIL

STA 51+41.69 (1) - 12" MJ FORCE BALANCED FLEX-TEND

FLEXIBLE EXPANSION JOINT, SEE DETAIL

STA 51+48.40 (1) - 12" MJ BUTTERFLY VALVE

STA 51+51.10 (1) - 12" MJ 45° BEND, THRUST BLOCK

STA 52+06.03 (1) - 12" MJ 45° BEND

12" CLASS 52 DI PIPE WITH CLASS B BACKFILL,

SEE TVWD DETAIL

PROP 48" W

(SEE SHEET

C-02)

NOTES:

1. REFER TO ROADWAY DESIGN PLANS (SCHEDULE A) FOR

SURVEY INFORMATION AND PROJECT CONTROLS.

2. REFER TO SCHEDULE A DRAWINGS FOR INFORMATION

PERTAINING TO THE ROADWAY DESIGN AND

ASSOCIATED DRAINAGE, UTILITIES, SIGNAGE, UTILITY

RELOCATIONS, LIGHTING, STRIPING, LANDSCAPING,

IRRIGATION, EROSION AND SEDIMENTATION CONTROL,

AND TRAFFIC CONTROL.

TD-03

D-05

D-05

TD-01

CONSTRUCTION NOTES:

ABANDON EXISTING WATERLINE. SEE SPECIFICATIONS.

REMOVE APPROXIMATELY 175 LINEAR FEET OF THE

EXISTING 12" WATERLINE.

REFER TO SHEET D-05 AND D-06 FOR DESIGN OF

PIPELINE SUPPORTS ON BRIDGE.

CONTRACTOR TO SUBMIT AND RECEIVE APPROVAL OF

HYDROSTATIC TESTING PLAN FOR PIPELINE ON BRIDGE

PRIOR TO COMPLETE TESTING. SEE SPECIFICATIONS.

CONNECTION

ENLARGEMENT DETAIL

SP-02

Daniel V. Johnston (Nov 3, 2020 20:37 PST)

-0.06%

-2 .5

-0.10%

V P

I

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A

V P

I

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A

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D

W

A T

E R

S T

A

C

O B

S

A N

S T

A

S

S T

A

EXIST GROUND

@ PIPE CL

PROP GROUND

@ PIPE CL

M I N

M

J

B

F V

S T

A

X

M

J

C

R O

S S

S T

A

M

J

B

F V

S T

A

M

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C

A P

S T

A

M

J

B

F V

S T

A

PHASE 0

12" CLASS 52

DI PIPE

F I R

E

H

Y D

R A

N T

S T

A

PHASE 1

T

V W

D

W

A T

E R

S T

A

X

X

X

X

X

X

X

X

X

X

X

X

G

G

G

X

X

X

X

G

G G

G G

G

G

G

G

G

G

W

C

O

S

S

D

S

G

V

G

V

S

T

S

S

S

S

(S S

(SS)

(S S

(SS)

(S S

(SS)

(S S

G

G

G

G

G

G

G

SW WALKER RD

N JOHNSON CREEK

N JOHNSON CREEK

S

53+00

54+00

55+00

O

HW

OH

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O H W

O H W

OH

W

TCE TCE

F

F

F

F

F

F

F

F

PU

E

PSDU

E

PUE

PUE PUE PUE PUE

TC

E

D

S

EXIST 12"

TVWD WATER

EXIST 48"

TVWD WATER

EXIST

GAS MAIN

EXIST 36"

SANITARY

RELOCATED

48" CWS SS

PROP 8" W

(SEE SHEET C-8)

PROP 42" STEEL W

(SEE SHEET C-02 TO C-04)

N 6782.52

E 60492.17

N 6788.61

E 60458.43

N 6730.01

E 60529.87

PROP 8" W

(SEE SHEET C-8)

STA 54+78.58,

OFF 11.95' L

N 6908.64

E 60371.44

N 6915.15

E 60366.70

52+50 53+00 53+50 54+00 54+50 55+00 55+50

KEY PLAN

SCALE: 1" = 500'

W

A

L

K

M

U

R

R

V

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C

C

C

C

PLAN AND PROFILE

12" DI WATER LINE

STA 52+50 TO 55+50

11 - C-06

No Scale

C-06

M A

T C

H L

I N

E

S

T

E

SCALE IN FEET

VERT

HORZ 20 40

5 10

M A

T C

H L

I N

E

S

T

E

0 20 40

SCALE IN FEET

B

PROJECT MANAGER

0 0.5" 1"

FILENAME

SCALE

SHEET

C

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1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

70837PE

EXPIRES:

M A

T C

H L

I N

E

S

T

E

M A

T C

H L

I N

E

S

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NOTES:

1. REFER TO ROADWAY DESIGN PLANS (SCHEDULE A) FOR

SURVEY INFORMATION AND PROJECT CONTROLS.

2. REFER TO SCHEDULE A DRAWINGS FOR INFORMATION

PERTAINING TO THE ROADWAY DESIGN AND

ASSOCIATED DRAINAGE, UTILITIES, SIGNAGE, UTILITY

RELOCATIONS, LIGHTING, STRIPING, LANDSCAPING,

IRRIGATION, EROSION AND SEDIMENTATION CONTROL,

AND TRAFFIC CONTROL.

KEY NOTES:

STA 54+15.82 (1) - 12" MJ 45° BEND

STA 54+50.10 (1) - 12" MJ 45° BEND

STA 54+78.58 (1) - FIRE HYDRANT ASSEMBLY, SEE TVWD

DETAIL

STA 55+09.98 (1) - 12" MJ BUTTERFLY VALVE

STA 55+14.75 (1) - 12"X8" MJ CROSS

STA 55+19.41 (1) - 12" MJ BUTTERFLY VALVE

12" CLASS 52 DI PIPE WITH CLASS B BACKFILL,

SEE TVWD DETAIL

(1) 6" WATER SERVICE, SEE TVWD DETAIL

TD-04

TD-05

CONSTRUCTION NOTES:

ABANDON EXISTING WATERLINE. SEE SPECIFICATIONS.

NEW WATERLINE TO BE INSTALLED AND SERVICES

TRANSFERRED PRIOR TO ABANDONMENT.

CONTRACTOR TO COORDINATE WITH TVWD TO

EVALUATE CONDITION OF EXISTING METER. EXISTING

METER TO BE REUSED AND REINSTALLED IN NEW

VAULT IF APPROVED BY TVWD. CONTRACTOR TO

ASSUME THE METER SHALL BE REPLACED WITH A NEW

METER FOR THE PURPOSES OF THE BID.

CONNECT TO EXISTING 6" SERVICE LINE AND

BACKFLOW PREVENTER. CONTRACTOR TO POTHOLE

AND CONFIRM LOCATION OF EXISTING SERVICE LINE

PRIOR TO MAKING CONNECTION. COORDINATE WITH

TVWD FOR SHUTDOWN OF EXISTING SERVICE.

CONNECTION

ENLARGEMENT DETAIL

SP-02

TD-01

Daniel V. Johnston (Nov 3, 2020 20:37 PST)

-0.10%

1.3 3%

.6

-0.10%

V

E R

T

B

E N

D

S T

A

V

E R

T

B

E N

D

S T

A

V

E R

T

B

E N

D

S T

A

V

E R

T

B

E N

D

S T

A

BORE PIT

RECEIVING PIT

80.00'

24"Ø PIPE CASING

EXIST 12"

TVWD WATER

S

T O

R M

S T

A

E L

T

V W

D

W

A T

E R

S T

A

E L

S

S T

A

E L

EXIST GROUND

@ PIPE CL

PROP GROUND

@ PIPE CL

EXIST CHANNEL

PROP BOX CULVERT

M I N

M I N

C

A R

V

S T

A

T O

P

M

J

B

F V

S T

A

E L

M

J

B

F V

S T

A

E L

12" CLASS 52

DI PIPE

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

G

G

G

G

G

G

G

G

G

G G G

G

G

G

G

S

S

S

D

T

S

S

C

S

S

C

S S

C

W W

W

W

G

G

G

SW WALKER RD

N JOHNSON CREEK

OH

W

OH

W

OH

W

OH

W

O H W

OH

W

OHW

OHW

OHW

OHW

OHW

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

PSUE PSUE PSUE

F

F

F

F F

F

C

C

C

C

C

C

C

PUE PUE

TC

E

TCE

TCE

C

C

C

C

C

C

C

D

D

56+00

57+00

59+00

N 6489.96

E 60670.06

N 6526.42

E 60676.05

PIPE CASING

EXIST 12"

TVWD WATER

EXIST

GAS MAIN

PROP 48" W

(SEE SHEET C-03)

STA 58+25.97,

OFF 52.20' L

STA 57+99.36,

OFF 47.6' R

STA 57+28.44,

OFF 76.24' R

N 6464.66

E 60688.60

55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00

KEY PLAN

SCALE: 1" = 500'

W

A

L

K

M

U

R

R

V

D

C

C

C

C

PLAN AND PROFILE

12" DI WATER LINE

STA 55+50 TO 59+00

12 - C-07

No Scale

C-07

SCALE IN FEET

VERT

HORZ 20 40

5 10

0 20 40

SCALE IN FEET

B

PROJECT MANAGER

0 0.5" 1"

FILENAME

SCALE

SHEET

C

D

A

1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

70837PE

EXPIRES:

M A

T C

H L I N

E

S

T

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M A

T C

H L I N

E

S

T

E

EXIST 48"

TVWD WATER

NOTES:

1. REFER TO ROADWAY DESIGN PLANS (SCHEDULE A) FOR

SURVEY INFORMATION AND PROJECT CONTROLS.

2. REFER TO SCHEDULE A DRAWINGS FOR INFORMATION

PERTAINING TO THE ROADWAY DESIGN AND

ASSOCIATED DRAINAGE, UTILITIES, SIGNAGE, UTILITY

RELOCATIONS, LIGHTING, STRIPING, LANDSCAPING,

IRRIGATION, EROSION AND SEDIMENTATION CONTROL,

AND TRAFFIC CONTROL.

TD-06

KEY NOTES:

STA 56+51.00 (1) - 12" MJ BUTTERFLY VALVE

STA 57+63.00 (1) - 2" COMBINATION AIR RELEASE AND AIR

VACUUM VALVE, SEE TVWD DETAIL

STA 57+65.38 (1) - 12" MJ 45° BEND

STA 57+68.08 (1) - 12" MJ BUTTERFLY VALVE

12" CLASS 52 DI PIPE WITH CLASS B BACKFILL,

SEE TVWD DETAIL

1" WATER SERVICE, SEE DETAIL

AND TVWD DETAIL

RECONNECT EXISTING 1" WATER SERVICE, SEE DETAIL

AND TVWD DETAIL

STA 56+69.13 (1), STA 57+58.30 (1) - INSTALL CASING STATION

WITH ANODE BED AT END OF CASING. SEE DETAIL

TD-03

CONSTRUCTION NOTES:

BORE PIT LOCATION AND DIMENSIONS ARE APPROXIMATE.

CONTRACTOR TO FIELD VERIFY DIMENSIONS AND DEPTH,

AND ALL EXISTING UTILITIES WITHIN PROXIMITY OF

DISTURBANCE. COMPLY WITH PHASING AND TRAFFIC

CONTROL REQUIREMENTS FROM THE ROADWAY DESIGN.

ABANDON EXISTING WATERLINE. SEE SPECIFICATIONS.

CONNECTION

ENLARGEMENT DETAIL

SP-02

TD-01

CP-02

TD-05

TD-05

TD-06

Daniel V. Johnston (Nov 3, 2020 20:37 PST)

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A

V

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T

B

E N

D

S T

A

60.00'

18"Ø PIPE CASING

-0.67%

-0.42%

-0.67%

0.00%

-0.02%

1.1 8%

-0.10%

M

J

T

E E

S T

A

E L

T

V W

D

W

A T

E R

S T

A

E L

T

V W

D

W

A T

E R

S T

A

E L

S

S T

A

E L

Z

Y

O

S T

A

E L

C

O B

S

A N

S T

A

E L

T

V W

D

W

A T

E R

S T

A

E L

S

S T

A

E L

PROP GROUND

@ PIPE CL

EXIST GROUND

@ PIPE CL

M I N

M I N

M I N

M

J

G

V

S T

A

E L

C

A R

V

S T

A

T O

P

M

J

G

V

S T

A

E L

M

J

G

V

S T

A

E L

S

T O

R M

S T

A

E L

V

E R

T

B

E N

D

S T

A

V

E R

T

B

E N

D

S T

A

F I R

E

H

Y D

R A

N T

S T

A

E L

PROP BOX CULVERT

EXIST BOX CULVERT

8"X4"

REDUCER

EXIST 4" CI

TVWD WATER

EXIST 8" DI

TVWD WATER

8" DI PIPE

RECEIVING

PIT

BORE PIT

8" DI PIPE

X

X

X

G

G

G

G

G

G

G

G

G

G

G

X

X

X

X

X

X

X

G

G G

G

G G

G

G

C

O

S

S

D

S

G

V

G

V

S

T

T

W

S S

C

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

G

G

G

G

G

G

G

G

138+00

139+00

L K

N

J O

H N

S O

N

C

R E

E K

N

J O

H N

S O

N

C

R E

E K

S

S

D

S

S

O H W

O H W

O H W

O H W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O H W

OHW

O H W

F

F

F

F

F

F

PUE

PU

E

PU

E

PU

E

TCE

TCE

C

C

C

C

C

TC

E

TCE

100+00

N 6730.63

E 60550.66

N 6651.40

E 60357.35

N 6670.43

E 60322.88

N 6730.25

E 60549.04

STA 99+16.00,

OFF 38.53' R

STA 101+87.43,

OFF 6.30' R

PROP 12" TVWD W

(SEE SHEET C-05 TO C-07)

PROP 42" STEEL W

(SEE SHEET C-02 TO C-04)

PIPE CASING

N 6668.09

E 60314.95

98+50 99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50

KEY PLAN

SCALE: 1" = 500'

W

A

L

K

M

U

R

R

V

D

C

C

C

C

PLAN AND PROFILE

8" DI WATER LINE

STA 99+00 TO 102+00

13 - C-08

No Scale

C-08

SCALE IN FEET

VERT

HORZ 20 40

5 10

NOTES:

1. REFER TO ROADWAY DESIGN PLANS (SCHEDULE A) FOR

SURVEY INFORMATION AND PROJECT CONTROLS.

2. REFER TO SCHEDULE A DRAWINGS FOR INFORMATION

PERTAINING TO THE ROADWAY DESIGN AND

ASSOCIATED DRAINAGE, UTILITIES, SIGNAGE, UTILITY

RELOCATIONS, LIGHTING, STRIPING, LANDSCAPING,

IRRIGATION, EROSION AND SEDIMENTATION CONTROL,

AND TRAFFIC CONTROL.

0 20 40

SCALE IN FEET

B

PROJECT MANAGER

0 0.5" 1"

FILENAME

SCALE

SHEET

C

D

A

1 3 4 5 6 7 8

Walker Road Waterline Relocation at Murray Blvd.

KATIE WALKER

CLIENT NUMBER 4079ISSUEDATE DESCRIPTION

PROJECT NUMBER 10218284

DESIGNED DAN JOHNSTON

DRAWN SHAWN KUHNS

CHECKED KEVIN BRIAN

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

"LOOK UP AND LIVE"

DRAWING IS FULL SIZE @ 11X17

(IF BAR IS NOT 1 INCH ADJUST

SCALES ACCORDINGLY)

0111/03/2020 BID SET PLANS

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06/30/2021

DIGITAL SIGNATURE

OREGON

70837PE

EXPIRES:

KEY NOTES:

STA 99+36.13 (1) - 8" MJ 11.25° BEND

STA 99+37.79 (1) - 8" MJ 22.5° BEND

STA 99+53.40 (1) - 8" MJ 45° BEND

STA 99+55.46 (1) - 8" MJ GATE VALVE

STA 99+60.69 (1) - 8" MJ GATE VALVE

STA 99+83.48 (1) - 8" MJ 11.25° BEND

STA 99+98.83 (1) - 8" MJ 11.25° BEND

STA 100+25.50 (1) - 8" MJ 11.25° BEND

STA 101+49.87 (1) - 8" MJ GATE VALVE

STA 101+51.93 (1) - 8" MJ 45° BEND

RELOCATE EXISTING WATER METER AND EXTEND 1" WATER

SERVICE PIPING, SEE DETAIL

AND TVWD DETAIL

1" WATER SERVICE, SEE DETAIL

AND TVWD DETAIL

8" CLASS 52 DI PIPE WITH CLASS B BACKFILL,

SEE DETAIL

STA 101+54.62 (1) - FIRE HYDRANT ASSEMBLY, SEE TVWD

DETAIL

STA 101+91.30 (1) - 8" MJ 45° BEND

STA 100+43.28 (1), STA 101+03.28 (1) - INSTALL CASING

STATION WITH ANODE BED AT END OF CASING,

SEE DETAIL

STA 101+20.00 (1) - 2" COMBINATION AIR RELEASE AND AIR

VACUUM VALVE, SEE TVWD DETAIL

REMOVE EXISTING FIRE HYDRANT

TD-05

CONSTRUCTION NOTES:

BORE PIT LOCATION AND DIMENSIONS ARE APPROXIMATE.

CONTRACTOR TO FIELD VERIFY DIMENSIONS AND DEPTH,

AND ALL EXISTING UTILITIES WITHIN PROXIMITY OF

DISTURBANCE. COMPLY WITH PHASING AND TRAFFIC

CONTROL REQUIREMENTS FROM THE ROADWAY DESIGN.

ABANDON EXISTING WATERLINE. SEE SPECIFICATIONS.

EMPLOY ANY NECESSARY SHORING MEASURES TO

PROTECT THE EXISTING 48" CCP WATER MAIN AND PIPE

ZONE DURING CONSTRUCTION OF THE BORE PIT SHAFTS.

MOVEMENT OF THE PIPELINE OR PIPE ZONE MATERIAL

WILL NOT BE ALLOWED.

CONNECTION

ENLARGEMENT DETAIL

SP-02

CONNECTION

ENLARGEMENT DETAIL

SP-02

TD-01

TD-04

CP-02

TD-05

TD-03

TD-06

TD-06

Daniel V. Johnston (Nov 3, 2020 20:37 PST)

UTILITY

UTILITY

BACKFILL

ABOVE CLSM, SEE

FINISHED GRADE

CLSM

(SEE NOTE 1)

2'

12"

6" MIN BETWEEN

UTILITY

AND WATER

TRANSMISSION

LINE

PLACE 2'X2'X6" THICK EPS ON TOP

OF WATER MAIN, ONLY IF

BACKFILLING PIPE ZONE WITH CLSM

UNDERGROUND UTILITY SUPPORT

NTS

2'X2'X6" EPS WHEN CLSM IS USED

FOR TRENCH BACKFILL

WATER TRANSMISSION LINE

GRANULAR BACKFILL

MATERIAL

CLSM BACKFILL

MATERIAL

NOTES:

1. VERIFY WITH THE UTILITY OWNER IF

ANOTHER MATERIAL IS PREFERRED

OVER CLSM.

TRENCH

BACKFILL

NOTES:

1. PIPE LOCATER RIBBON, SEE

2. CLSM UNDERGROUND UTILITY SUPPORT

REQUIRED FOR UTILITY CLEARANCE

LESS THAN 18" OD TO OD.

TRENCH WIDTH 2'

CLSM

B

SD-01

SD-03

EXISTING CPP BELL AND SPIGOT JOINT

NTS

PROPOSED STEEL TO EXISTING CCP SPIGOT

NTS

EXISTING CCP

BELL, REMOVE

AS REQUIRED

REMOVE GROUT BAND

AND CEMENT GROUT

CUT WELD(S) AND

REMOVE FILLER BAR AND

FILLER STRIP, IF PRESENT

EXISTING CCP

SPIGOT, REMOVE

AS REQUIRED

CUT WELD,

IF PRESENT

REMOVE CEMENT

MORTAR

PROPOSED STEEL TO EXISTING CCP BELL

NTS

EXISTING CCP BELL AFTER

SPIGOT END REMOVED

EXISTING CCP

STEEL BELL RING

FIELD-APPLIED

CEMENT MORTAR

SEE NOTE 1

PROPOSED STEEL PIPE

SEE NOTE 2

SEE NOTE 1

SEE NOTE 1

PROPOSED STEEL

SEE NOTE 2

SEE

NOTE 1

PROPOSED STEEL

BUTT STRAP

FIELD-APPLIED

CEMENT MORTAR

EXISTING CCP STEEL

SPIGOT RING

SEE

NOTE 1

EXISTING CCP

SPIGOT AFTER

REMOVAL OF

BELL END

0.500"Ø FILLER BAR,

IF NEEDED

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