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SW PARKVIEW LP

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PEARSON CT

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REID CT

TUCKER

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WAGON WHEEL CT

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Greenway Park

Fa nn o C re ek

Greenway Park

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T SITE

PROJECT SITE

CITY OF BEAVERTON

1S1W27, COB INDEX 3716, 4017

CIP #4244 - PARKVIEW LOOP WATERLINE REPLACEMENT

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VICINITY MAP

N.T.S.

Scholls Ferry Rd

Barrows Rd

Tile Flat Rd

5t h Av e

Weir Rd

Brockman St

Allen Blvd

Denney Rd

M ur ra y

Bl vd Hall Blvd

Barnes Rd

Cornell Rd Sunset Hwy

Walker Rd

Jenkins Rd

BH Hwy

Canyon Rd

0t h Av e

Hart Rd

Davis Rd

Nora Rd

Garden Home Rd

Farmington Rd

TV Hwy

Ced ar

H ills

B lvd

Scholls Ferry Rd

CITY OF BEAVERTON PHONE NUMBER

Project Manager - Matt Palmer (971) 806-2536 (C)

Public Works Main (503) 526-2261

Water Operations - Troy Pierson (971) 246-0223 (C)

COMPANY PHONE NUMBER

Clean Water Services (503) 547-8100

Comcast - Zach Martin (503) 250-0436

Frontier - David Carnley (503) 940-9000

Verizon - Daniel Ruiz (503) 350-3251

PGE - Outage & Emergencies (503) 464-7777 or (800) 544-1795

Tualatin Hills Parks & Recreation --

BPA - Jim Clark (503) 304-5906 (O) or (503) 758-3883 (C)

Kinder Morgan (866) 762-8442

NW Natural (800) 882-3377

Tualatin Valley Water District (503) 848-3000

ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility

Notification Center. Those rules are set forth in OAR 952-001-0001 through

952-001-0090. You may obtain copies of the rules by calling the center.

NOTE: The telephone number for the Oregon Utility Notification Center is (503) 232-1987.

Basis of Bearing / Benchmark ORS 92.044 The basis of bearings and coordinates of this survey is the Oregon Coordinate Reference System, Portland Zone (OCRS-PDX). Coordinates are expressed in units of International Feet. (1 Int'l Foot = 0.3048 meters exactly). The average Combined Scale Factor for the project area is 0.99999714 (1:350,000) and the convergence angle is -0°02'04".

Elevations are NGVD29(47) datum, which is also locally known as the Washington County Datum. City of Beaverton benchmark "GREENWAY" (Elev 190.30'), a 2” brass disk located at the NE corner of Greenway and SW Parkview Loop, was held for elevation.

SHEET INDEX

Sheet # Sheet Title

G001 COVER SHEET

G002 GENERAL NOTES

G003 ABBREVIATIONS

G004 GENERAL LEGEND

G005 KEY PLAN

E100 EROSION CONTROL PLAN SOUTH

E101 EROSION CONTROL PLAN NORTH

C100–C113 PARKVIEW LP PLAN AND PROFILES

C200-C201 SHERIDAN CT PLAN AND PROFILES

C300-C301 PEARSON CT PLAN AND PROFILES

C400-C402 REID CT PLAN AND PROFILES

C500-C501 WAGONWHEEL CT PLAN AND PROFILES

C600-C601 TUCKERWOOD CT PLAN AND PROFILES

C700-C702 RECONNECTION PLANS

C703-708 HYDRANT PLAN AND PROFILES

D100-D110 STANDARD DETAILS

PROJECT SITE MAP

This design complies with ORS 92.044(7) in that no utility infrastructure is designed to be located within one foot of a survey monument location shown on a subdivision or partition plat. No design modification or final field location change shall be permitted if it would cause any utility infrastructure to be placed within a prohibited area.

Pressure Zone 410 Approximate Static Pressure: 101 psi

PROJECT SITE

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GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AT LEAST 48 HOURS (TWO FULL

WORKING DAYS) PRIOR TO BEGINNING THE PROJECT. CONNECTIONS BETWEEN EXISTING

INFRASTRUCTURE AND NEW WORK SHALL NOT BE MADE UNTIL NECESSARY INSPECTIONS

AND TESTS HAVE BEEN COMPLETED ON THE NEW WORK AND IT IS FOUND TO CONFORM IN

ALL RESPECTS TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.

2. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE

FACILITIES CROSS. CONTRACTOR SHALL POT HOLE EXISTING UTILITIES 200 FEET AHEAD OF

LAYING PIPE AT ALL CROSSINGS. IF CONFLICTS ARISE, THE CONTRACTOR SHALL NOTIFY THE

OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. UTILITY LOCATE ONE CALL #

1-800-332-2344

3. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THE MOST RECENT

VERSION OF CITY OF BEAVERTON STANDARDS, OREGON APWA/ODOT STANDARD

SPECIFICATIONS, CLEAN WATER SERVICES (CWS) STANDARDS (INCLUDING EROSION

PREVENTION AND SEDIMENT CONTROL) AND THE OREGON ADMINISTRATION RULES (OAR),

CHAPTER 333, UNLESS NOTED ON THE PLANS OR SPECIFIED OTHERWISE.

4. ALL EXISTING UTILITIES DISTURBED BY CONTRACTOR SHALL BE REPAIRED IMMEDIATELY AND

THE RESPECTIVE UTILITY COMPANY NOTIFIED OF THE DISTURBANCE WITHOUT DELAY.

5. CONTRACTOR SHALL SUBMIT "AS-BUILT" INFORMATION TO THE OWNER'S REPRESENTATIVE

UPON COMPLETION OF CONSTRUCTION.

6. THE CONTRACTOR SHALL NOT DAMAGE OR CUT EXISTING ASBESTOS CEMENT PIPE.

EXCAVATE AND EXPOSE EXISTING ASBESTOS CEMENT PIPE UNTIL APPROPRIATE JOINTS ARE

EXPOSED. DISCONNECT THE ASBESTOS CEMENT PIPE JOINT AND REMOVE THE APPROPRIATE

SECTIONS OF ASBESTOS CEMENT PIPE WITHOUT CUTTING OR DAMAGING THEM. DISPOSE OF

REMOVED ASBESTOS CEMENT PIPE IN A LEGAL MANNER AND IN CONFORMANCE WITH THE

REQUIREMENTS OF AUTHORITIES CONTROLLING AIR POLLUTION AND SOLID WASTE DISPOSAL.

CONTRACTOR SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF ORS 468A.700 THROUGH

468A.760.

7. FINAL LOCATIONS OF ALL VALVES AND VALVE BOXES, FIRE HYDRANTS, AIR RELEASE

ASSEMBLIES, SERVICE CONNECTION CORPORATION STOPS, DRIVEWAY APRONS, SEWER

LATERALS, PERMANENT SIGNS, AND CATCH BASINS SHALL BE FIELD LOCATED. THE

CONTRACTOR SHALL COORDINATE FINAL LOCATIONS OF THE DESCRIBED ITEMS WITH THE

OWNER'S REPRESENTATIVE.

8. UTILITY CONSTRUCTION SEQUENCING WILL BE REQUIRED IN ORDER TO PREVENT CONFLICTS

WITH EXISTING UTILITIES REMAINING IN SERVICE UNTIL NEWLY INSTALLED UTILITIES ARE

CONNECTED AND IN SERVICE. CONTRACTOR SHALL SEQUENCE UTILITY WORK INCLUDING

TEMPORARY CONNECTIONS AND BYPASSES AS REQUIRED SUCH AS TO MINIMIZE DISRUPTION

OF SERVICES. SEE SECTION 105.4.01 OF THE SPECIFICATIONS REGARDING CONSTRUCTION

SEQUENCING REQUIREMENTS FOR THIS PROJECT.

9. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE

CONTRACTOR. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN

CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS.

10. ANY CHANGE IN CONSTRUCTION AFTER PLAN APPROVAL MUST BE SUBMITTED IN WRITING

AND APPROVED BY THE CITY PRIOR TO CHANGE.

11. AT THE END OF EACH WORK DAY ALL TRENCHES SHALL BE BACKFILLED AND ALL TRENCHES

WITHIN STREETS SHALL BE TEMPORARY PAVED OR COVERED TO THE SATISFACTION OF THE

OWNER'S REPRESENTATIVE. STEEL SHEET PLACEMENTS SHALL BE LIMITED TO 36 HOURS IN

ANY ONE LOCATION. BEYOND 36 HOURS, EXCAVATIONS SHALL BE PAVED. ASPHALT

PAVEMENT, EITHER TEMPORARY OR PERMANENT, SHALL BE HOT MIX BITUMINOUS ASPHALT.

NO TRENCH, ON-SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION.

THE CONTRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE

RESULTING FROM THE PROSECUTION OF THE WORK.

12. EFFECTIVE EROSION PREVENTION & SEDIMENT CONTROL, DUST CONTROL, AND DRAINAGE

CONTROL IS REQUIRED AT ALL TIMES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

PROTECTION OF ALL WORK, ADJACENT PROPERTIES AND DOWNSTREAM FACILITIES FROM

EROSION AND SILTATION DURING THE COURSE OF THE WORK. ANY DAMAGE RESULTING

FROM SUCH EROSION AND SILTATION SHALL BE CORRECTED AT THE SOLE EXPENSE OF THE

CONTRACTOR.

13. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS. IF A DRIVEWAY MUST BE

BLOCKED, THE CONTRACTOR SHALL GIVE THE HOMEOWNER, APARTMENT MANAGER AND/OR

BUILDING OWNER 24 HOURS NOTICE AND SHALL ENSURE ACCESS TO DRIVEWAYS AT THE END

OF EACH WORK DAY.

14. THE CONTRACTOR SHALL EXERCISE ALL DUE CARE IN PROTECTING PROPERTY ALONG THE

ROUTE OF THE IMPROVEMENTS. THIS PROTECTION SHALL INCLUDE, BUT NOT BE LIMITED TO,

TREES, YARDS, FENCES, DRAINAGE LINES, MAIL BOXES, DRIVEWAYS, SHRUBS, LAWNS,

IRRIGATION SYSTEMS, WITHIN ANY RIGHTS-OF-WAYS AND EASEMENTS. IF ANY OF THE ABOVE

HAVE BEEN DISTURBED, THEY SHALL BE RESTORED AS NECESSARY TO AS NEAR THEIR

ORIGINAL CONDITION AS POSSIBLE OR REPLACED IN KIND.

15. ALL SURVEY MONUMENTS SHALL BE LOCATED AND PROTECTED, EXCEPT AS SPECIFICALLY

DIRECTED BY THE CITY ENGINEER.

16. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL

INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN

ACCEPTABLE MANNER.

17. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE SET OF CITY

APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING EACH

CONSTRUCTION PHASE WHILE WORK IS BEING PERFORMED.

18. ALL MATERIAL SUPPLIERS SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED

IN ACCORDANCE WITH SPECIFICATIONS. BY ACCEPTANCE OF THE CONTRACT WITH THE

OWNER/DEVELOPER, THE CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE

JOB SITE WILL MEET OR EXCEED THOSE SPECIFICATIONS. ANY MATERIAL NOT CONFORMING

SHALL BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER.

19. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL LEAVE THE PROJECT AREA FREE

OF DEBRIS AND UNUSED MATERIALS.

WATERLINE CONSTRUCTION NOTES

1. CONTRACTOR SHALL INFORM OWNER AND OWNER'S REPRESENTATIVE 5 WORKING DAYS IN

ADVANCE OF CONSTRUCTION AND/OR PLANNED DISRUPTION OF WATER SERVICE.

CONTRACTOR SHALL NOT ASSUME SHUTDOWN TIMES, BUT WILL RATHER SCHEDULE AND

COORDINATE SHUTDOWNS WITH THE CITY AND OTHER AFFECTED UTILITIES.

2. OWNER WILL PROVIDE NOTIFICATION TO AFFECTED WATER USERS FOR PLANNED SERVICE

DISRUPTIONS.

3. OWNER WILL PROVIDE SURVEYING AS REQUIRED FOR NEW WATERLINE CONSTRUCTION.

4. OPERATION OF EXISTING VALVES SHALL ONLY BE PERFORMED BY CITY STAFF.

5. EXISTING WATER MAINS AND SERVICES SHALL BE KEPT IN OPERATIONS UNTIL NEW MAINS

ARE CONNECTED AND IN SERVICE.

6. CONTRACTOR SHALL PROVIDE TEMPORARY THRUST BLOCKING WHERE REQUIRED ON THOSE

FITTINGS WHICH WILL SEE SERVICE PRESSURE BEFORE CONCRETE THRUST BLOCK

DEVELOPS FULL STRENGTH.

7. CONTRACTOR SHALL PLACE 8-MIL PLASTIC SHEETING BETWEEN THRUST BLOCK AND PIPE

FITTINGS.

8. ALL VALVES SHALL INCLUDE VALVE BOXES AND LIDS AS OUTLINED IN THE TECHNICAL

SPECIFICATIONS AND DRAWINGS.

9. ALL MATERIALS AND CONSTRUCTION METHODS SHALL COMPLY WITH AWWA, CITY OF

BEAVERTON, AND THE UNIFORM PLUMBING CODE AS APPLICABLE. ALL MATERIALS SHALL BE

OF NEW MANUFACTURE, AND MUST BE DOMESTIC. NO REBUILT OR USED MATERIALS WILL BE

ALLOWED. ALL MATERIALS SHALL HAVE DOCUMENTATION PROVIDING EVIDENCE THAT THE

MATERIALS USED IN THIS CONSTRUCTION WERE MANUFACTURED IN THE UNITED STATES. NO

FOREIGN MANUFACTURED MATERIALS WILL BE ALLOWED.

10. FIRE HYDRANTS SHALL BE LOCATED TO ALLOW A MINIMUM OF 36" CLEAR SPACE

SURROUNDING ALL PORTIONS OF THE HYDRANT. THERE SHALL ALSO BE NO OBSTRUCTIONS

DIRECTLY IN LINE WITH ANY OF THE PORTS OF THE HYDRANT FOR A DISTANCE OF 5 FEET.

11. ALL BACKFILL IN THE RIGHT OF WAY OR OTHER TRAFFIC AREAS SHALL BE ¾"-0" COMPACTED

CRUSHED ROCK, COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY

AASHTO T-180 COMPACTION TEST.

12. CONTRACTOR SHALL FURNISH AND INSTALL WATER SERVICES IN ACCORDANCE WITH COB

STD DETAILA 660-3 OR 660-5. CONTRACTOR SHALL PROVIDE NEW COPPER TUBING, FITTINGS, AND OTHER HARDWARE TO FACILITATE NEW WATER SERVICE INSTALLATION.

13. WATER SERVICE CONNECTION LOCATIONS AND WATER SERVICE ALIGNMENTS SHOW ON THE

PLANS ARE APPROXIMATE AND MAY BE ADJUSTED IN THE FIELD BASED ON FIELD CONDITIONS.

COORDINATE WITH CITY INSPECTORS TO DETERMINE FINAL WATER SERVICE CONNECTION

LOCATIONS AND WATER SERVICE ALIGNMENTS.

14. UPON ACCEPTANCE OF THE MAINS AND SERVICES, THE CONTRACTOR SHALL COORDINATE

FINAL SERVICE CONNECTIONS WITH CITY WATER DEPARTMENT. CITY WATER DEPARTMENT

WILL INSTALL THE NEW METER. A PRIVATE PLUMING PERMIT IS REQUIRED FOR ALL WORK ON

THE CUSTOMER SIDE OF NEW WATER METER (BACKSIDE), AT CONTRACTOR'S EXPENSE.

15. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND ADJUST THE NEW WATER METER BOX TO

FINAL LINE AND GRADE. REMOVE AND DISPOSE OF THE OLD METER BOX AND OTHER EXCESS

MATERIALS. COMPLETE LANDSCAPING RESTORATION, CURB REPLACEMENT AND SIDEWALK

AS REQUIRED.

16. PRIOR TO TIE-IN, THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW-OFF ASSEMBLIES FOR

PRESSURE TESTING AND CHLORINATION. ALL NEW WATER MAINS SHALL BE PRESSURE

TESTED AND DISINFECTED BEFORE CONNECTION TO THE EXISTING SYSTEM AND BEFORE ANY

SERVICE CONNECTIONS ARE MADE. PROVIDE 1" TEMPORARY TAPS FOR THE CHLORINATION

INJECTION AS REQUIRED. PLUG TEMPORARY TAPS WITH BRASS PLUG UPON ACCEPTANCE OF

NEW WATERLINE.

17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, ALL LINES SHALL BE FLUSHED

AND DISINFECTED IN CONFORMANCE WITH OREGON HEALTH DIVISION GUIDELINES AND THE

REQUIREMENTS OF THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY. WATERLINES

SHALL BE PRESSURE TESTED FOLLOWING COMPLETION. THE MINIMUM TEST PRESSURE

SHALL BE 150 PSI. FOR LINES WORKING WITH OPERATION PRESSURES GREATER THAN 100

PSI, THE MINIMUM TEST PRESSURE SHALL BE ONE AND ONE-HALF TIMES THE DESIGN

OPERATION PRESSURE. ALLOWABLE LEAKAGE IS 0 PSI.

18. THE CONTRACTOR SHALL DISPOSE OF THE SUPER CHLORINATED WATER IN AN APPROVED

MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT

ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE

RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ.

19. THERE MAY BE SHORT SECTIONS OF THE PIPE LINE THAT CONNECT TO THE EXISTING SYSTEM

THAT ARE DIFFICULT TO CHLORINATE. THE OWNER'S REPRESENTATIVE AND THE

CONTRACTOR SHALL IDENTIFY THESE SHORT SECTIONS OF PIPELINE AND AN ALTERNATIVE

METHOD OF DISINFECT ION EMPLOYED. APPLICATION OF 300mn/l CHLORINE SOLUTION SHALL

BE APPLIED BY SOAKING IN CONTAINER APPROVED BY OWNER'S REPRESENTATIVE. THE

CHLORINE SOLUTION SHALL REMAIN FOR THREE HOURS BEFORE FLUSHING. ALL SWABBING

AND SOAKING ACTIVITIES TO BE DONE WITH CITY WATER REPRESENTATIVE PRESENT.

20. CONTRACTOR SHALL PROTECT WATER PIPE ENDS FROM CONTAMINATED WATER AND DEBRIS

AT ALL TIMES. CONTRACTOR SHALL CAP AND/OR COVER PIPE ENDS AT THE END OF EACH

WORK DAY.

CURB AND SIDEWALK REPLACEMENT NOTES

1. FIELD VERIFICATION: THE CONTRACTOR SHALL COORDINATE WITH THE CITY INSPECTOR TO VERIFY

AND MARK REMOVAL LIMITS FOR SIDEWALKS AND CURBS PRIOR TO COMMENCING SAW CUTTING

OR DEMOLITION OPERATIONS.

2. PROTECTION OF EXISTING STRUCTURES: THE CONTRACTOR SHALL PROTECT ALL ADJACENT

SIDEWALK PANELS, CURBS, DRIVEWAYS, AND CURB RAMPS NOT DESIGNATED FOR REMOVAL. ANY

DAMAGE TO EXISTING CONCRETE STRUCTURES RESULTING FROM THE CONTRACTOR’S

OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE OWNER.

3. FORM INSPECTION: ALL CONCRETE FORMWORK AND SUBGRADE PREPARATION MUST BE

INSPECTED AND APPROVED BY THE CITY INSPECTOR PRIOR TO PLACING CONCRETE. PROVIDE A

MINIMUM OF 24-HOUR NOTICE TO THE CITY INSPECTOR TO SCHEDULE THE INSPECTION.

1.0'

5.0'

10.0'

1.5'

TRAFFIC CONTROL NOTES

1. TRAFFIC CONTROL TO BE PERFORMED IN ACCORDANCE WITH THE MANUAL FOR UNIFORM

TRAFFIC CONTROL DEVICES AND OREGON AMENDMENTS AS REQUIRED. THE CITY CAN

REQUIRE ADDITIONAL TRAFFIC CONTROL MEASURES AS NEEDED TO PROVIDE FOR PUBLIC

SAFETY.

2. ON RESIDENTIAL LOCAL STREETS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE

ALL REQUIRED TRAFFIC CONTROL WHEN WORK IS BEING DONE IN THE RIGHT OF WAY.

3. ALL TRAFFIC CONTROL MEASURES NEED TO BE SUBMITTED TO THE CITY OF BEAVERTON FOR

REVIEW AT LEAST 5 (FIVE WORKING DAYS PRIOR TO CONSTRUCTION. ALL STREET CLOSURES

SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER, AT LEAST 5 (FIVE) WORKING DAYS IN

ADVANCE.

4. UPON APPROVAL, THE CONTRACTOR SHALL NOTIFY THE BEAVERTON POLICE DEPARTMENT,

TUALATIN VALLEY FIRE AND RESCUE AND THE BEAVERTON SCHOOL DISTRICT

TRANSPORTATION OFFICE AT LEAST 48 HOURS IN ADVANCE OF ANY STREET CLOSURE.

5. TRAFFIC CONTROL PLANS SHALL COMPLY WITH THE OREGON DEPARTMENT OF

TRANSPORTATION - "SHORT TERM TRAFFIC CONTROL HANDBOOK". TRAFFIC CONTROL

DEVICES SHALL COMPLY WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"

PREPARED BY THE FEDERAL HIGHWAY ADMINISTRATION, LATEST REVISION. CONTRACTOR

SHALL COMPLY WITH ALL CONDITIONS SPECIFIED IN ROAD PERMITS ISSUED FOR THIS

PROJECT.

6. CONTRACTOR SHALL COORDINATE ALL STREET AND SIDEWALK CLOSURES WITH THE CITY.

CONTRACTOR SHALL SUPPLY SIGNING AND BARRICADES AS REQUIRED TO ASSURE

AUTOMOTIVE AND PEDESTRIAN SAFETY.

UTILITY CONFLICTS: SANITARY SEWER

1. IN SITUATIONS INVOLVING WATER LINES RUNNING PARALLEL TO A SEWER MAIN OR LATERAL, SEPARATION BETWEEN THE TWO SHALL BE AS FOLLOWS:

ZONE 1: PARALLEL WATER LINES PERMITTED. CROSSING RESTRICTIONS ONLY.

ZONE 2: NOT ALLOWED, UNLESS APPROVED BY OHA AND CITY ENGINEER.

ZONE 3: PARALLEL WATER LINES PROHIBITED.

ZONE 4: PARALLEL WATER LINES PROHIBITED.

2. IN SITUATIONS INVOLVING WATER LINES CROSSING A SEWER MAIN OR LATERAL, SEPARATION

SHALL BE AS FOLLOWS:

2.A. WHENEVER POSSIBLE, THE BOTTOM OF WATER LINES SHALL BE 1.5 FEET OR MORE

ABOVE THE TOP OF SEWER MAINS AND LATERALS WITH ONE FULL LENGTH OF PIPE

CENTERED AT THE CROSSING.

2.B. WHERE WATER LINES CROSS OVER SEWER MAINS OR LATERALS WITH CLEARANCE OF

LESS THAN 1.5 FEET: CENTER ONE FULL LENGTH OF WATER PIPE AT THE CROSSING AND

THE SEWER LINE SHALL BE REPLACED WITH A FULL LENGTH OF PIPE (MIN. 18 FEET)

CENTERED AT THE CROSSING POINT WITH C900, HDPE SDR 17, OR CLASS 52 DUCTILE

IRON PIPE.

2.C. WHERE WATER LINES CROSS UNDER SEWER MAINS OR LATERALS: FOLLOW

REQUIREMENTS AS DESCRIBED IN 2.B. BACKFILL SHALL BE 100 PSI CONTROLLED

LOW-STRENGTH MATERIAL (CLSM).

3. REFER TO OAR 333-061-0050(9) FOR FULL NOTES ON WATER LINE CROSSING REQUIREMENTS.

EX GROUND

EX SEWER MAIN

OR LATERAL

ZONE

ZONE

ZONE

ZONE

ZONE

ZONE

EROSION PREVENTION & SEDIMENT CONTROL NOTES

1. APPROVAL OF THIS EROSION PREVENTION & SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION

OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.).

2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,

REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE

APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND

VEGETATION/LANDSCAPING IS ESTABLISHED.

3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL

CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT

LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER

STANDARDS.

4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED

SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE

UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT

SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE.

5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS

NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.

6. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF

ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT.

7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO

PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE

DOWNSTREAM SYSTEM.

8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF

CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES

MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF

THE PROJECT.

9. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR AND OBTAINING A CLEAN WATER

SERVICES DISCHARGE PERMIT FOR DISCHARGING CHLORINATED WATER INTO THE SANITARY

SEWER SYSTEM.

UTILITY CONFLICTS: NATURAL GAS:

1. WHERE WATER MAIN OR SERVICES CROSS GAS LINES WITH LESS THAN 12-INCHES OF

VERTICAL SEPARATION, INSTALL PROTECTIVE SHEATHING MATERIAL PROVIDED BY NW

NATURAL (AUSTIN JAUREGUI, 971-202-3930), OR A HALF-SECTION OF PVC PIPE. PROTECTIVE

MATERIAL SHALL BE PLACED BETWEEN THE GAS AND WATER LINES, 36 INCHES LONG,

CENTERED ON CROSSING.

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EV

IA

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ABAN ABANDON

ABND ABANDONED

AC ASBESTOS CEMENT, ASPHALTIC CONCRETE

AD ALGEBRAIC DIFFERENCE

ADA AMERICANS WITH DISABILITIES ACT

ADD'L ADDITIONAL

APPROX APPROXIMATELY

APPVD APPROVED

APWA AMERICAN PUBLIC WORKS ASSOCIATION

ARV AIR RELEASE VALVE

ASSY ASSEMBLY

AUX AUXILIARY

AVE AVENUE

AVG AVERAGE

AWG AMERICAN WIRE GAGE

AWWA AMERICAN WATER WORKS ASSOCIATION

BC BEGIN CURVE, BACK OF CURB

BCR BEGIN CURVE RETURN

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BLDG BUILDING

BLVD BOULEVARD

BO BLOW OFF

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

C/L CENTERLINE

CARV COMBINATION AIR & VACUUM RELEASE VALVE

COB CITY OF BEAVERTON

COMM COMMUNICATIONS

COT CITY OF TIGARD

CB CATCH BASIN

CF CUBIC FEET

CFS CUBIC FEER PER SECOND

CIP CAST IRON PIPE

CL CLASS

CLSM CONTROLLED LOW STRENGTH MATERIAL

CMP CORRUGATED METAL PIPE

COMP COMPRESSION

CO CLEANOUT

CONC CONCRETE

CPLG COUPLING

CTR CENTER

CU COPPER, CUBIC

CULV CULVERT

CWS CLEAN WATER SERVICES

CY CUBIC YARD

DEFL DEFLECT

DTL DETAIL

DIA DIAMETER

DIP DUCTILE IRON PIPE

EA EACH

ECC ECCENTRIC

EG EXISTING GRADE, EXISTING GROUND

ESMT EASEMENT

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

EL, ELEV ELEVATION

ELL ELBOW

EMBED EMBEDDED

EOP EDGE OF PAVEMENT

EQ EQUAL

EQUIP EQUIPMENT

EX, EXTG EXISTING

FF FINISHED FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FITG FITTING

FLEX FLEXIBLE

FLG FLANGE

FLR FLOOR

FL FLOW LINE

FO FIBER OPTIC

FOC FACE OF CURB

FOG FACE OF GUTTER

FPS FEET PER SECOND

FPT FEMALE PIPE THREAD

FT FOOT, FEET

G GAS

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GRND GRADE

GPM GALLONS PER MINUTE

GV GATE VALVE

HDPE HIGH DENSITY POLYETHLENE

HORIZ HORIZONTAL

HYD HYDRANT

HWY HIGHWAY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH

INV INVERT

IP IRON PIPE

IR IRON ROD

IRR IRRIGATION

JB JUNCTION BOX

JT JOINT

K RATE OF CURVATURE

LAT LATERAL

LF LINEAL FEET

LT LEFT

LVC LENGTH OF VERTICAL CURVE

MAX MAXIMUM

MATL MATERIAL

MFR MANUFACTURER

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

NA, N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

P POWER

PSF POUNDS PER SQUARE FOOT

PL, P/L PROPERTY LINE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PT POINT

PVI POINT OF VERTICAL INTERSECTION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWR POWER

ROW, R/W RIGHT-OF-WAY

RCP REINFORCED CONCRETE PIPE

RDCR REDUCER

REQ'D REQUIRED

RESTR RESTRAINED

RIM RIM ELEVATION

RT RIGHT

S, SAN SANITARY SEWER

SCH SCHEDULE

SD, STM STORM

SLV SLEEVE

SP SPECIAL PROVISION, SPECIAL PROVISIONS

SPEC SPECIFICATIONS

SS SANITARY SEWER, SAMPLING STATION

STA STATION

STD STANDARD

STL STEEL

SVC SERVICE

S/W SIDEWALK

TBC TOP BACK CURB

TBD TO BE DETERMINED

TFC TOP FACE CURB

T, TEL TELEPHONE

TEMP TEMPORARY

THRD THREAD(ED)

TL TAXLOT

TOC TOP OF CURB

TOP TOP OF PIPE

TVWD TUALATIN VALLEY WATER DISTRICT

TYP TYPICAL

UGD UNDERGROUND

UNK UNKNOWN

VERT VERTICAL

VIF VERIFY IN FIELD

VLV VALVE

W, WAT WATER

ABBREVIATIONS

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

DETAIL NUMBER

DETAIL MARKER

SHEET WHERE

DETAIL IS LOCATED*

DETAIL TITLE

* FOR DETAILS ON THE SAME SHEET ON

WHICH IT IS CALLED OUT/LOCATED, THE

SHEET NUMBER IS REPLACED BY A DASH (-).

EXISTING

SHEET WHERE DETAIL

WAS CALLED OUT*

DETAIL NUMBER

PROPOSED DETAIL CALLOUTSABANDON

JB

SHEET #

CIP PROJ #

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SYMBOLOGY

84675

RENEWS: 12/31/2026

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S E P T . 1 1 , 2 0 18

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BID

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KEY PLAN TABLE

Sheet # Sheet Title

C100 SW PARKVIEW LP - STA 0+00PV TO 1+50PV

C101 SW PARKVIEW LP - STA 1+50PV TO 3+50PV

C102 SW PARKVIEW LP - STA 3+50PV TO 5+50PV

C103 SW PARKVIEW LP - STA 5+50PV TO 7+50PV

C104 SW PARKVIEW LP - STA 7+50PV TO 9+50PV

C105 SW PARKVIEW LP - STA 9+50PV TO 11+50PV

C106 SW PARKVIEW LP - STA 11+50PV TO 13+50PV

C107 SW PARKVIEW LP - STA 13+50PV TO 15+50PV

C108 SW PARKVIEW LP - STA 15+50PV TO 17+50PV

C109 SW PARKVIEW LP - STA 17+50PV TO 19+50PV

C110 SW PARKVIEW LP - STA 19+50PV TO 21+50PV

C111 SW PARKVIEW LP - STA 21+50PV TO 23+50PV

C112 SW PARKVIEW LP - STA 23+50PV TO 25+50PV

C113 SW PARKVIEW LP - STA 25+50PV TO 27+73PV

C200 SW SHERIDAN CT - STA 0+00S TO 1+50S

C201 SW SHERIDAN CT - STA 1+50S TO 2+61S

C300 SW PEARSON CT - STA 0+00P TO 1+50P

C301 SW PEARSON CT - STA 1+50P TO 3+02P

C400 SW REID CT - STA 0+00R TO 1+50R

C401 SW REID CT - STA 1+50R TO 3+50R

C402 SW REID CT - STA 3+50R TO 4+21R

C500 SW WAGONWHEEL CT - STA 0+00W TO 1+50W

C501 SW WAGONWHEEL CT - STA 1+50W TO 2+72W

C600 SW TUCKERWOOD CT - STA 0+00T TO 1+50T

C601 SW TUCKERWOOD CT - STA 1+50T TO 2+78T

C700 RECONNECTION AT SW FANNOWOOD LN

C701 RECONNECTION AT SW MURPHY LN

C702 RECONNECTION AT SW PARKVIEW LN

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

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H:\CIP\4244 - PARKVIEW LP WATERLINE REPLACEMENT\05 DESIGN\5.9 FINAL DESIGN\E100 EROSION CONTROL PLAN SOUTH.DWG

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EROSION CONTROL PLAN NORTH

SEE SHEET E101 FOR

LEGEND

PROTECT STORM INLET PER DETAIL 920,

SHEET E101.

DIRECTION OF FLOW

SCALE

150750

ADDITIONAL MEASURES

THE EPSC MEASURES SHOWN ON THIS PLAN ARE THE

MINIMUM REQUIRED. THE CONTRACTOR IS RESPONSIBLE

FOR INSTALLING ANY ADDITIONAL MEASURES

NECESSARY TO PREVENT SEDIMENT DISCHARGE OR

PROTECT DOWNSTREAM AREAS. ALL SUCH ADDITIONAL

MEASURES SHALL BE CONSIDERED INCIDENTAL TO THE

EROSION CONTROL BID ITEM PER 00280.

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

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EROSION CONTROL PLAN SOUTH

SEE SHEET E100 FOR

LEGEND

PROTECT STORM INLET PER

DETAIL 920, THIS SHEET

DIRECTION OF FLOW

SCALE

150750

ADDITIONAL MEASURES

THE EPSC MEASURES SHOWN ON

THIS PLAN ARE THE MINIMUM

REQUIRED. THE CONTRACTOR IS

RESPONSIBLE FOR INSTALLING ANY

ADDITIONAL MEASURES NECESSARY

TO PREVENT SEDIMENT DISCHARGE

OR PROTECT DOWNSTREAM AREAS.

ALL SUCH ADDITIONAL MEASURES

SHALL BE CONSIDERED INCIDENTAL

TO THE EROSION CONTROL PAY ITEM

PER 00280.

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

JB JBCOM

M

JB

W M

W M

JB JBCOM

M

JB

W M

W M

SW PARKVIEW LP

2 3

S W

G R

E E

N W

A Y

A A

C

B C D

A A

2 3

SHEET #

CIP PROJ #

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SCALE: 1" = 5' V

H:\CIP\4244 - PARKVIEW LP WATERLINE REPLACEMENT\05 DESIGN\5.9 FINAL DESIGN\MASTER_PLAN_PROFILE.DWG

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0 2010

WATER CONSTRUCTION NOTES

STA 0+00PV, INSTALL:

(1) – 10"x8" TAPPING SLEEVE AND VALVE ASSEMBLY

APPROX. 1+04PV, 27' L, INSTALL:

(1) – 1" WATER SERVICE

9375 SW PARKVIEW LP

APPROX. 1+25PV, 12'R, INSTALL:

(1) – 2" WATER SERVICE

8900 SW GREENWAY

APPROX. 150 LF OF 8" RESTRAINED JOINT DIP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG, CENTERED

ON CROSSING, TYP. SHEATHING TO BE PROVIDED

BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

PROTECT EXISTING MAILBOX STRUCTURE.

MAINTAIN MAIL SVC DURING CONSTRUCTION.

A

B

C

D

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

3 4

A A

JBCO

M M

JBCO

M M

W M W M

JBCO

M M

JBCO

M M

W M W M

4 5

SW PARKVIEW LP

A

D

A

BC

BC

SHEET #

CIP PROJ #

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SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

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2M

ATCHLINE STA: 1+50PV

SEE SHEET C100

SCALE

0 2010

WATER CONSTRUCTION NOTES

APPROX. STA 1+71PV, INSTALL:

(1) – 8" DI 11.25° BEND (MJ)

APPROX. 1+77PV, 26' L, INSTALL:

(2) – 1" WATER SERVICE

9355 & 9325 PARKVIEW LP

APPROX. STA 2+11PV, INSTALL:

(1) – 8" DI 11.25° BEND (MJ)

APPROX. STA 2+49PV, INSTALL:

(1) – 8" DI 11.25° BEND (MJ)

APPROX. STA 2+71PV (STA 0+00FW), INSTALL:

(1) – 8" DI TEE (MJ)

(2) – 8" DI GATE VALVE (MJ) (W,E)

APPROX 200 LF OF 8" RESTRAINED JOINT DIP

FOR SW FANNOWOOD LN RECONNECTION

SEE SHEET C700

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

EX CONCRETE ENCASEMENT CENTERED ON

SANITARY AND STORM MAINLINE CROSSING.

CONFLICT NOT ANTICIPATED. VIF.

A

B

C

D

84675

RENEWS: 12/31/2026

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S E P T . 1 1 , 2 0 18

OREGON

BID

JBCO

M

JBCO

M M

JBCO

M M

JBCO

M M

JBCO

M M

JBCO

M M

W M

W M

W M

W M

W M

JBCO

M M

JBCO

M M

JBCO

M M

JBCO

M M

JBCO

M M

JBCO

M M

W M

W M

W M

W M

W M

SW PARKVIEW LP

A A

A

B C

BC

B C

B C

1 2

A

A

SHEET #

CIP PROJ #

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PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

ATC

H

LIN

E STA: 5+50PV

SEE SH

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M

AT

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A:

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V

SE

E

SH

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SCALE

0 2010

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

WATER CONSTRUCTION NOTES

APPROX. 3+70PV, 31' R, INSTALL:

(1) – 1" WATER SERVICE

9280 SW PARKVIEW LP

APPROX. 3+85PV, 7.0' L, INSTALL:

(2) – 1" WATER SERVICE

9275 & 9255 SW PARKVIEW LP

APPROX. 4+45PV, 31' R, INSTALL:

(2) – 1" WATER SERVICE

9260 & 9240 SW PARKVIEW LP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

A

B

C

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

JBCOM

JBCOM

MJBCOM

M

W M

W M

W M W M

JBCOM

M

JBCOM

MJBCOM

M

W M

W M

W M W M

SW PARKVIEW LP

A A

A

BC

BC

A

A

D

SHEET #

CIP PROJ #

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PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

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SEE SH

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SE

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SCALE

0 2010

WATER CONSTRUCTION NOTES

APPROX. STA 5+71PV, 31' R, INSTALL:

(2) – 1" WATER SERVICE

9220 & 9200 SW PARKVIEW LP

APPROX. STA 5+93PV (STA 0+00S), INSTALL:

(1) – 8" DI TEE (MJ)

(3) – 8" DI GATE VALVE (MJ) (NW,NE,SE)

APPROX. STA 7+06PV, 30' R, INSTALL:

(2) – 1" WATER SERVICE

9190 & 9180 SW PARKVIEW LP

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

SHERIDAN CT PLAN AND PROFILE

SEE SHEETS C200 AND C201 FOR

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

MAINTAIN 0% SLOPE BETWEEN STA 6+27 AND STA

7+56.

A

B

C

D

84675

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S E P T . 1 1 , 2 0 18

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BID

JBCOM

JBCOM

M

JBCOM

M

W M W M

W M

W M

JBCOM

M

JBCOM

M

JBCOM

M

W M W M

W M

W M

2 3

4 5 6

SW PARKVIEW LP

A

A

BC

BC

1 2

5 6 7

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AA

SHEET #

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MPBD

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LA

N A

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P A

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L P

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TA

+5

0P V

TO

+5 0P

V

PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

ATC

H

LIN

E STA: 11+50PV

SEE SH

EET C

M

AT

C H

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A:

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V

SE

E

SH

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0 2010

WATER CONSTRUCTION NOTES

APPROX. STA 8+27PV, 8.0' L, INSTALL:

(2) – 1" WATER SERVICE

9175 & 9155 PARKVIEW LP

APPROX. STA 8+48PV, 30' R, INSTALL:

(2) – 1" WATER SERVICE

9160 & 9150 PARKVIEW LP

APPROX. STA 8+55PV, INSTALL:

(1) – 8" DI 22.5° BEND (MJ)

APPROX. STA 8+93PV, INSTALL:

(1) – 8" DI 22.5° BEND (MJ)

APPROX. STA 9+04PV, INSTALL:

(1) – 8" DI 11.25° BEND (MJ)

APPROX. STA 9+13PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 9+15PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

MAINTAIN 0% SLOPE BETWEEN STA 9+16 AND STA

9+84.

A

B

C

D

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

JB

COMM

JB

COMM

JB

COMM

JB

COMM

W M

W M

W M

W M

W M

W M

JB

COMM

JB

COMM

JB

COMM

JB

COMM

W M

W M

W M

W M

W M

W M

1 2 3

4 5

SW PARKVIEW LP

A

A

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BC

C

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A

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TO

1+

PV

PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

AT

C H

LI

N

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ST

A:

1+

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SE

E

SH

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A:

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V

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E

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0 2010

WATER CONSTRUCTION NOTES

APPROX. STA 9+81PV, 10.0' R, INSTALL:

(2) – 1" WATER SERVICE

9140 & 9120 SW PARKVIEW LP

APPROX. STA 9+84PV, INSTALL:

(1) – 8" DI 22.5° BEND (MJ)

APPROX. STA 10+31PV, 15' L, INSTALL:

(2) – 1" WATER SERVICE

9125 & 9105 SW PARKVIEW LP

APPROX. STA 10+50PV, INSTALL:

(1) – 8" DI 22.5° BEND (MJ)

APPROX. STA 10+72PV, INSTALL:

(1) – 8" DI 11.25° BEND (MJ)

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

MAINTAIN 0% SLOPE BETWEEN STA 9+16 AND STA

9+84.

SEE SHEET C106 FOR WATER SERVICE

CONNECTIONS.

PROTECT EXISTING MAILBOX STRUCTURE.

MAINTAIN MAIL SVC DURING CONSTRUCTION.

A

B

C

D

E

F

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

JB

COMM

JB

COMM

WM

WM

W M

W M

W M

W M

W M

JB

COMM

JB

COMM

JB

COMM

WM

WM

W M

W M

W M

W M

W M

SW

PARKVIEW

LP

SW PARKVIEW LP

A

A

A

B C

C

B C

D

7 8

A A

SHEET #

CIP PROJ #

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1+

PV

T O

3+

PV

PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

ATCHLINE STA: 13+50PV

SEE SHEET C107

MATCHLINE STA: 11+50PV

SEE SHEET C105

SCALE

0 2010

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

WATER CONSTRUCTION NOTES

APPROX. STA 11+53PV, 31' R, INSTALL:

(2) – 1" WATER SERVICE

9110 & 9100 SW PARKVIEW LP

APPROX. STA 11+56PV, INSTALL:

(1) – 8"x6" DI TEE (MJ)

(1) – 8" DI GATE VALVE (MJ) (E)

(1) – 6" DI GATE VALVE (MJ) (S)

APPROX. STA 11+56PV, 34' R, INSTALL:

(1) – FIRE HYDRANT ASSEMBLY PER COB STD

DETAIL 650-2. SEE SHEET C703 FOR HYDRANT

PROFILE.

APPROX. STA 11+86PV, INSTALL:

(1) – 8" DI 11.25° BEND (MJ)

APPROX. STA 11+96PV, INSTALL:

(1) – 8" DI 22.5° BEND (MJ)

APPROX. STA 12+16PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 12+47PV, 31' R, INSTALL:

(2) – 1" WATER SERVICE

9050 & 9070 SW PARKVIEW LP

APPROX. STA 12+87PV, 7.0' L, INSTALL:

(1) – 1" WATER SERVICE

9045 SW PARKVIEW LP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

PROTECT EXISTING MAILBOX STRUCTURE.

MAINTAIN MAIL SVC DURING CONSTRUCTION.

A

B

C

D

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

CO

M M

W M

W M

W M W M

W M W M

JB

CO

M M

W M

W M

W M W M

W M W M

2 3

SW PARKVIEW LP

A A

B C

B C BC

1 2 3

A A

SHEET #

CIP PROJ #

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P A

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EW

L P

- S

TA

3+

PV

T O

5+

PV

PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

ATC

H

LIN

E STA: 15+50PV

SEE SH

EET C

M

AT

C H

LI

N

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ST

A:

3+

PV

SE

E

SH

EE

T C

SCALE

0 2010

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

WATER CONSTRUCTION NOTES

APPROX. STA 13+68PV, 7.0' L, INSTALL:

(2) – 1" WATER SERVICE

9025 & 8955 SW PARKVIEW LP

APPROX. STA 13+81PV, 31' R, INSTALL:

(2) – 1" WATER SERVICE

9030 & 8980 SW PARKVIEW LP

APPROX. STA 15+12PV, 32' R, INSTALL:

(2) – 1" WATER SERVICE

8960 & 8940 SW PARKVIEW LP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

A

B

C

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

M M

JB

CO

M M

JB

CO

M M

JB

CO

M M

W M

W M

W M

JB

CO

M M

JB

CO

M M

JB

CO

M M

JB

CO

M M

W M

W M

W M

2 3

SW PARKVIEW LP

A

A

B C

B C

1 2 4 5 6

3 7

A A

SHEET #

CIP PROJ #

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C

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MPBD

W A

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LA

N A

N D

P R

O

FI

LE

SW

P A

R K

VI

EW

L P

- S

TA

5+

PV

T O

7+

PV

PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

ATC

H

LIN

E STA: 17+50PV

SEE SH

EET C

M

AT

C H

LI

N

E

ST

A:

5+

PV

SE

E

SH

EE

T

C

SCALE

0 2010

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

SW PEARSON CT PLAN AND PROFILESEE SHEETS C300 AND C301 FOR

WATER CONSTRUCTION NOTES

APPROX. STA, 15+76PV (STA 0+00P), INSTALL:

(1) – 8" DI TEE (MJ)

(3) – 8" DI GATE VALVE (MJ) (N,S,W)

APPROX. STA 15+82PV, INSTALL:

(1) – 8" DI 22.5° BEND (MJ)

(ROLL BEND)

APPROX. STA 15+84PV, 30' R, INSTALL:

(1) – 1" WATER SERVICE

8940 SW PARKVIEW LP

APPROX. STA 15+87PV, INSTALL:

(1) – 8" DI 22.5° BEND (MJ)

APPROX. STA 16+06PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 16+35PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 17+23PV, 10' R, INSTALL:

(2) – 1" WATER SERVICE

8860 & 8820 SW PARKVIEW LP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

A

B

C

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

M M

W M

JB

CO

M M

W M

1 7

SW PARKVIEW LP

A

3 4

BC B C

A

3 54

SHEET #

CIP PROJ #

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LA

C

EM

EN

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W A

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P

LA

N A

N D

P R

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SW

P A

R K

VI

EW

L P

- S

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7+

PV

T O

9+

PV

PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

AT

C H

LI

N

E

ST

A:

9+

PV

SE

E

SH

EE

T

C

M

AT

C H

LI

N

E

ST

A:

7+

PV

SE

E

SH

EE

T

C

SCALE

0 2010

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

SW REID CT PLAN AND PROFILE

SEE SHEETS C400 THROUGH C402 FOR WATER CONSTRUCTION NOTES

APPROX. STA 18+23PV, 15' R, INSTALL:

(1) – SAMPLING STATION PER COB STD DETAIL 660-2

APPROX. STA 18+40PV, INSTALL:

(1) – 8" DI TEE (MJ)

(3) – 8" DI GATE VALVE (MJ) (N,S,W)

APPROX. STA 18+46PV, INSTALL:

(1) – 8" DI 22.5° BEND (MJ)

APPROX. STA 18+49PV, INSTALL:

(1) – 8" DI 22.5° BEND (MJ)

APPROX. STA 18+58PV, INSTALL:

(1) – 1" COMBINATION AIR RELEASE/AIR VACUUM

VALVE ASSEMBLY (BELOW GRADE) PER COB

STD DETAIL 640-5

APPROX. STA 18+71PV, 11' R, INSTALL:

(1) – 1" WATER SERVICE

8780 SW PARKVIEW LP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

A

B

C

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

M M

JB

CO

M M

W M

W M

JB

CO

M M

JB

CO

M M

W M

W M

1 2

SW PARKVIEW LP

A

BC

BC

A

3 4 6

A

A

SHEET #

CIP PROJ #

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LA

N A

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SW

P A

R K

VI

EW

L P

- S

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9+

PV

T O

1+

PV

PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

AT

C H

LI

N

E

ST

A:

9+

PV

SE

E

SH

EE

T

C

SCALE

0 2010

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

SW WAGONWHEEL CT PLAN AND PROFILE

SEE SHEETS C500 AND C501 FOR WATER CONSTRUCTION NOTES

APPROX. STA 20+08PV, 11' R, INSTALL:

(1) – 1" WATER SERVICE

8760 SW PARKVIEW LP

APPROX. STA 20+18PV, 11' R, INSTALL:

(1) – 1" WATER SERVICE

8740 SW PARKVIEW LP

APPROX. STA 20+85PV, INSTALL:

(1) – 8" DI 11.25° BEND (MJ)

APPROX. STA 20+95PV, INSTALL:

(1) – 8" DI 11.25° BEND (MJ)

APPROX. STA 21+15PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

(ROLL BEND)

APPROX. STA 21+39PV, INSTALL:

(1) – 8" DI TEE (MJ)

(3) – 8" DI GATE VALVE (MJ) (SE,SW,NW)

APPROX. STA 21+46PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

(ROLL BEND)

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG, CENTERED

ON CROSSING, TYP. SHEATHING TO BE PROVIDED

BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

A

B

C M

ATC

H

LIN

E STA: 21+50PV

SEE SH

EET C

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

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M M

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SW PARKVIEW LP

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PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

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0 2010

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

WATER CONSTRUCTION NOTES

APPROX. STA 21+67PV, 31' R, INSTALL:

(2) – 1" WATER SERVICE

8720 & 8660 SW PARKVIEW LP

APPROX. STA 22+96PV, 7' L, INSTALL:

(2) – 1" WATER SERVICE

8655 & 8635 SW PARKVIEW LP

APPROX. STA 23+24PV, 31' R, INSTALL:

(1) – 1" WATER SERVICE

8640 SW PARKVIEW LP

APPROX. STA 23+32PV, 31' R, INSTALL:

(1) – 1" WATER SERVICE

8620 SW PARKVIEW LP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP. SHEATHING TO BE

PROVIDED BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

PROTECT EXISTING MAILBOX STRUCTURE.

MAINTAIN MAIL SVC DURING CONSTRUCTION.

A

B

C

D

M

ATC

H

LIN

E STA: 21+50PV

SEE SH

EET C

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

M M

JB

CO

M M

JB

CO

M M

W M

W M

W M

JB

CO

M M

JB

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M M

JB

CO

M M

W M

W M

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7SW PARKVIEW LP

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SHEET #

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T O

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PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

AT

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A:

5+

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SE

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0 2010

APPROX. 200 LF OF 8" RESTRAINED JOINT DIP

SW TUCKERWOOD CT PLAN AND PROFILE

SEE SHEETS C600 AND C601 FOR

WATER CONSTRUCTION NOTES

APPROX. STA 23+67PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 23+94PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 24+04PV (STA 0+00T), INSTALL:

(1) – 8"x6" DI TEE (MJ)

(2) – 8" DI GATE VALVE (MJ) (N,S)

(1) – 6" DI GATE VALVE (MJ) (W)

APPROX. STA 24+50PV, INSTALL:

(1) – 8"x6" DI TEE (MJ)

(1) – 6" DI GATE VALVE (MJ) (E)

APPROX. STA 24+50PV, 16' R, INSTALL:

(1) – FIRE HYDRANT ASSEMBLY PER COB STD

DETAIL 650-2. SEE SHEET C704 FOR HYDRANT

PROFILE.

APPROX. STA 25+25PV, 27' L, INSTALL:

(2) – 1" WATER SERVICE

8575 & 8555 SW PARKVIEW LP

APPROX. STA 25+40PV, 11' R, INSTALL:

(1) – 1" WATER SERVICE

8560 SW PARKVIEW LP

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE AND EX GAS LINE, 36" LONG, CENTERED

ON CROSSING, TYP. SHEATHING TO BE PROVIDED

BY NW NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB STD

DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB AND

GUTTER PER COB STD DETAIL 2020

A

B

C

B C B C

BC

BC

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

COM

M

JB

COM

M

JB

COM

M W M

W M

JB

COM

M

JB

COM

M

JB

COM

M W M

W M

4 5 6

SW PARKVIEW LP

A

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PROFILE "PV"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

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0 2010

APPROX. 222 LF OF 8" DUCTILE IRON PIPE

FOR SW MURPHY LN RECONNECTION

SEE SHEET C701

WATER CONSTRUCTION NOTES

APPROX. STA 26+16PV, 10' R, INSTALL:

(2) – 1" WATER SERVICE

8540 & 8520 SW PARKVIEW LP

APPROX. STA 26+93PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 27+18PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 27+27PV (STA 0+00M), INSTALL:

(1) – 8"x8" DI TEE (MJ)

(2) – 8" DI GATE VALVE (MJ) (N,S)

APPROX. STA 27+39PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 27+41PV, INSTALL:

(1) – 8" DI 45° BEND (MJ)

APPROX. STA 27+72PV, INSTALL:

(1) – 8"x6" DI CROSS (MJ)

(1) – 8" DI PLUG (MJ) (N)

(2) – 6" DI GATE VALVE (MJ) (W,E)

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN

NEW WATERLINE AND EX GAS LINE, 36"

LONG, CENTERED ON CROSSING, TYP.

SHEATHING TO BE PROVIDED BY NW

NATURAL.

REPLACE CURB TIGHT SIDEWALK PER COB

STD DETAIL 2041

REPLACE STANDARD MONOLITHIC CURB

AND GUTTER PER COB STD DETAIL 2020

A

B

C

84675

RENEWS: 12/31/2026

M A T T H E W C H A R L E S P A L M E R

R E G I S T E R E D P R O F E S S I O N A LENG INEER

S E P T . 1 1 , 2 0 18

OREGON

BID

M

JB

COM

M

JB

COM

M

JB

COM

M

JB

COM

M

WM

WM

W M

W M

W M

W M

JB

COM

M

JB

COM

M

JB

COM

M

JB

COM

M

JB

COM

M

WM

WM

W M

W M

W M

W M

6 7

SW SHERIDAN CT

S W

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ID

A N

C T

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+0

0S T

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+5 0S

PROFILE "S"

SCALE: 1" = 5' V

PLAN

SCALE: 1" = 20'

M

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A:

+5 0S

SE

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SH

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0 2010

APPROX. 119 LF OF 6" RESTRAINED JOINT DIP

APPROX. 31 LF OF 8" RESTRAINED JOINT DIP

WATER CONSTRUCTION NOTES

STA 0+00S (APPROX.