Juniper_Terrace_Waterline_Replacement_Bid_Set_Flat.pdf

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CITY OF BEAVERTON

1S1W21, COB INDEX 3716, 3816

CIP #4239 - JUNIPER TERRACE WATERLINE REPLACEMENT

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) 681-3600

Clean Water Services - Emergencies (503) 681-5175

NW Natural - Austin Jauregui (971) 202-3930

NW Natural - Emergencies (800) 822-3377

PGE - Dispatch & Emergencies (503) 464-7777 or (503) 736-5602

Comcast Dispatch (503) 617-1212

Ziply Fiber - Elliot Hougardy (971) 337-4529

Verizon - Scott Christenson (503) 723-8300

Tualatin Hills Parks & Recreation (503) 645-6433

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.

SHEET INDEX

Sheet # Sheet Title

G001 COVER SHEET

G002 GENERAL NOTES

G003 ABBREVIATIONS

G004 GENERAL LEGEND

G005 KEY PLAN

G006 SURVEY CONTROL

E100 EROSION CONTROL PLAN SOUTH

E101 EROSION CONTROL PLAN NORTH

C100–C106 JUNIPER TER PLAN AND PROFILES

C200-C206 DALE AVE PLAN AND PROFILES

C300-C301 BARLOW RD PLAN AND PROFILES

C400 HILL PL PLAN AND PROFILE

C500 VALE CT PLAN AND PROFILE

C600-C602 RECONNECTION PLANS

C700-C705 HYDRANT PLAN AND PROFILES

D100-D111 STANDARD DETAILS

PROJECT SITE MAP

Pressure Zone 410 Approximate Maximum Static Pressure: 81 psi

PROJECT SITE

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GENERAL CONSTRUCTION

1. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH 2024 OREGON STANDARD

SPECIFICATIONS FOR CONSTRUCTION, THE CURRENT VERSION OF THE CITY OF BEAVERTON

ENGINEERING DESIGN MANUAL, CLEAN WATER SERVICES STANDARDS, AMERICAN WATER

WORKS ASSOCIATION STANDARDS, OREGON ADMINISTRATION RULES CHAPTER 333, AND THE

UNIFORM PLUMBING CODE WHEN APPLICABLE, UNLESS OTHERWISE NOTED OR SPECIFIED.

2. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT LEAST TWO (2) WORKING DAYS

PRIOR TO BEGINNING WORK.

3. CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF ONE (1) SET OF

APPROVED PLANS ON THE JOB SITE AT ALL TIMES WHILE CONSTRUCTION IS ACTIVE.

4. MATERIALS DELIVERED TO THE PROJECT SITE MUST MEET OR EXCEED THOSE IDENTIFIED ON

THE PLANS OR IN THE SPECIFICATIONS, OR AS IDENTIFIED IN APPROVED SUBMITTALS. ANY

MATERIAL NOT CONFORMING SHALL BE REMOVED FROM THE PROJECT SITE AT NO ADDITIONAL

COST TO THE OWNER.

5. REQUEST UTILITY LOCATES PRIOR TO COMMENCING ANY EXCAVATION. WORK MUST ADHERE TO

OAR 952-001-0010 THROUGH 952-001-0090. CONTACT THE OREGON UTILITY NOTIFICATION

CENTER AT 811 OR (503) 232-1987.

6. POTHOLE AND VERIFY THE HORIZONTAL LOCATION AND DEPTH OF ALL EXISTING UTILITIES AT CROSSING POINTS AT LEAST 200 FEET IN ADVANCE OF PIPE INSTALLATION. NOTIFY OWNER’S

REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS TO ALLOW FOR DESIGN ADJUSTMENTS

PRIOR TO CONSTRUCTION IN THE AFFECTED AREA.

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

8. REPAIR DISTURBED EXISTING UTILITIES IMMEDIATELY AND NOTIFY THE AFFECTED UTILITY

OWNER WITHOUT DELAY. ALL REPAIRS SHALL COMPLY WITH THE RESPECTIVE UTILITY

COMPANY'S STANDARDS.

9. DO 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.

10. FINAL LOCATIONS OF VALVES AND VALVE BOXES, FIRE HYDRANTS, AIR RELEASE ASSEMBLIES, SERVICE CONNECTION CORPORATION STOPS, SHALL BE FIELD LOCATED. COORDINATE FINAL

LOCATIONS OF THE DESCRIBED ITEMS WITH THE CITY'S REPRESENTATIVE.

11. 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.

12. 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.

13. 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.

14. PROTECT ALL PROPERTY WITHIN RIGHTS-OF-WAY AND EASEMENTS ALONG THE IMPROVEMENT ROUTE, INCLUDING BUT NOT LIMITED TO: TREES, LAWNS, SHRUBS, FENCES, DRAINAGE LINES, MAILBOXES, DRIVEWAYS, SIDEWALKS, AND IRRIGATION SYSTEMS. ANY PROPERTY DISTURBED

MUST BE RESTORED TO ITS ORIGINAL CONDITION OR REPLACED IN KIND.

15. LOCATE AND PROTECT SURVEY MONUMENTS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER

OR CITY SURVEYOR.

16. SUBMIT AS-BUILT INFORMATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION.

17. LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIALS UPON COMPLETION OF

THE WORK.

WATER SYSTEM CONSTRUCTION

1. WATER SYSTEM MATERIALS MUST BE DOMESTIC AND SHALL HAVE DOCUMENTATION PROVIDING

EVIDENCE THAT THE MATERIALS USED WERE MANUFACTURED IN THE UNITED STATES. NO

FOREIGN MANUFACTURED MATERIALS WILL BE ALLOWED. ALL MATERIALS SHALL BE OF NEW

MANUFACTURE. NO REBUILT OR USED MATERIALS WILL BE ALLOWED.

2. WATER MAIN SHALL BE CLASS 52 THICKNESS, CEMENT-LINED, ZINC-COATED DUCTILE IRON PIPE.

JOINT TYPE SHALL BE PUSH ON WITH RESTRAINED GASKETS MANUFACTURED FOR EITHER

TYTON OR FASTITE JOINTS. RESTRAINING GASKETS MUST BE FURNISHED WITH THE PIPE.

3. WATER MAIN PIPE SHALL BE WRAPPED IN 8 MIL THICK MINIMUM POLYETHYLENE ENCASEMENT

PER REQUIREMENTS OF COB STD DETAIL 680-3. POLYETHYLENE ENCASEMENT SHALL BE V-BIO

ENHANCED, AS MANUFACTURED BY MCWANE DUCTILE.

4. UNLESS OTHERWISE STATED, VALVES AND FITTINGS SHALL BE MECHANICAL JOINT TYPE.

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

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

MAINS ARE CONNECTED AND IN SERVICE.

7. PROTECT WATER PIPE ENDS FROM CONTAMINATED WATER AND OTHER DEBRIS AT ALL TIMES.

CONTRACTOR SHALL CAP AND/OR COVER PIPE ENDS AT THE END OF EACH WORK DAY.

8. FIRE HYDRANTS SHALL BE LOCATED TO ALLOW A MINIMUM CLEAR SPACE SURROUNDING ALL

PORTIONS OF THE HYDRANT PER THE REQUIREMENTS OF COB STD DETAIL 650-1. THERE SHALL ALSO BE NO OBSTRUCTIONS DIRECTLY IN LINE WITH ANY OF THE PORTS OF THE HYDRANT FOR

A DISTANCE OF 5 FEET.

9. FURNISH AND INSTALL WATER SERVICE AS SPECIFIED IN THE PLANS IN ACCORDANCE WITH COB

STD DETAILS 660-3 OR 660-5. PROVIDE NEW COPPER TUBING, METER ASSEMBLY HARDWARE,

AND OTHER FITTINGS AND APPURTENANCES TO FACILITATE NEW WATER SERVICE

INSTALLATION, ACCORDING TO THE APPLICABLE STANDARD DETAIL.

10. UPON ACCEPTANCE OF THE WATER MAINS AND SERVICES, COORDINATE SERVICE CONNECTION

TRANSFERS WITH CITY WATER OPERATIONS DEPARTMENT. CITY WATER OPERATIONS

DEPARTMENT WILL INSTALL NEW METERS AT THE TIME OF SERVICE TRANSFERS.

11. RECONNECT CUSTOMER'S PRIVATE BACKSIDE PLUMBING CONCURRENT WITH SERVICE

TRANSFER. BACKSIDE PLUMBING MUST BE PERFORMED BY A LICENSED PLUMBER. OBTAIN ALL

NECESSARY PLUMBING PERMITS FOR WORK ON PRIVATE PROPERTY.

12. INSTALL AND ADJUST NEW WATER METER BOXES TO FINAL LINE AND GRADE. REMOVE AND

DISPOSE OF THE OLD METER BOXES AND OTHER EXCESS MATERIALS. CITY WILL FURNISH NEW

METER BOXES AS REQUIRED.

WATER SYSTEM TESTING

1. NEW WATER PIPE SHALL BE FLUSHED, PRESSURE TESTED, AND DISINFECTED BEFORE

CONNECTION TO THE EXISTING SYSTEM AND BEFORE ANY SERVICE CONNECTIONS ARE MADE.

2. TEMPORARY BLOW-OFF ASSEMBLIES: CONTRACTOR SHALL INSTALL TEMPORARY BLOW-OFF

ASSEMBLIES FOR THE PURPOSES OF PRESSURE TESTING AND CHLORINATION.

3. FLUSHING: PRIOR TO PRESSURE TESTING, WATER PIPE SHALL BE FLUSHED THOROUGHLY TO

REMOVE ALL FOREIGN MATERIAL AT A MINIMUM VELOCITY OF 3 FEET PER SECOND. THE

CONTRACTOR SHALL PROVIDE ALL HOSES, TEMPORARY PIPES, AND OTHER MATERIALS

REQUIRED TO DISPOSE OF FLUSHING WATER WITHOUT DAMAGE TO ADJACENT PROPERTIES.

4. PRESSURE TESTING: NEW WATER PIPE, INCLUDING SERVICES TO CURB STOPS, SHALL BE

PRESSURE TESTED PRIOR TO CONNECTION TO THE EXISTING SYSTEM. THE MINIMUM TEST

PRESSURE SHALL BE 150 PSI, OR 1.5 TIMES THE OPERATING PRESSURE IF OPERATING

PRESSURES EXCEED 100 PSI. THE DURATION OF EACH TEST SHALL BE 60 MINUTES. IF THE LINE

PRESSURE DROPS MORE THAN 1 PSI, LOCATE AND REPAIR DEFECTS AND REPEAT THE TEST

UNTIL A ZERO (0) PSI LOSS IS ACHIEVED FOR A FULL 60-MINUTE PERIOD. A CITY WATER

OPERATIONS REPRESENTATIVE MUST BE PRESENT TO MONITOR ALL TESTS

5. DISINFECTION AND SAMPLING: PROVIDE 1" TEMPORARY CORPORATION STOP TAPS FOR

CHLORINATION INJECTION AS REQUIRED. DISINFECT IN COMPLIANCE WITH AWWA C651, OREGON HEALTH DIVISION GUIDELINES, AND DEQ REQUIREMENTS. SUCCESSFUL BACTERIOLOGICAL TEST

RESULTS ARE REQUIRED PRIOR TO CONNECTING TO THE EXISTING SYSTEM. SAMPLES WILL BE

COLLECTED BY CITY OPERATIONS WATER QUALITY STAFF. PLUG TEMPORARY TAPS WITH BRASS

PLUGS UPON ACCEPTANCE.

6. DISINFECTION AT TIE-INS: DISINFECT PIPING AND FITTINGS USED FOR FINAL CONNECTIONS TO

EXISTING MAINS PER CITY STANDARDS. SECTIONS 20 FEET OR LESS SHALL BE CLEANED OF

DEBRIS AND CONTINUOUSLY SPRAYED WITH TWO COATS OF A 300 MG/L FREE CHLORINE

SOLUTION WHILE ROTATING THE PIPE TO ENSURE FULL COVERAGE; A MINIMUM 30-MINUTE

CONTACT TIME IS REQUIRED. CONNECTIONS GREATER THAN 20 FEET SHALL BE DISINFECTED

ABOVE GROUND WITH SEALED ENDS FOR A MINIMUM OF TWO HOURS. ENSURE NO

CONTAMINATED WATER ENTERS THE PUBLIC SYSTEM DURING THE CONNECTION PROCESS. ALL

CLEANING AND DISINFECTION WORK MUST BE WITNESSED BY THE ENGINEER OR CITY WATER

REPRESENTATIVE.

7. DISPOSAL OF CHLORINATED TESTING WATER: DISPOSE OF CHLORINATED TEST WATER TO THE

SANITARY SEWER SYSTEM AS DIRECTED BY THE ENGINEER. UNLESS OTHERWISE PERMITTED,

DO NOT ALLOW CHLORINATED WATER TO FLOW INTO THE STORM SYSTEM OR OTHER

WATERWAY. DISPOSAL AND DE-CHLORINATION PROCEDURES SHALL BE SUBMITTED TO AND

APPROVED BY THE ENGINEER PRIOR TO FLUSHING THE SYSTEM.

WATER SYSTEM SHUTDOWN REQUIREMENTS

1. CONTRACTOR SHALL INFORM THE ENGINEER AND OWNER'S REPRESENTATIVE FIVE (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 AFFECTED UTILITIES.

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

DISRUPTIONS.

ASPHALT REMOVAL, TRENCH BACKFILL, AND ASPHALT

RESTORATION

1. ASPHALT SAWCUTTING AND REMOVAL: PERFORM FULL-DEPTH SAWCUTS THROUGH EXISTING

ASPHALT AS REQUIRED TO INSTALL WATER MAINS, SERVICES, AND OTHER APPURTENANCES

PER COB STD DETAIL 620-1. SAWCUTS MUST PENETRATE THE ENTIRE PAVEMENT SECTION TO

ENSURE A CLEAN, VERTICAL FACE. REMOVE AND DISPOSE OF EXISTING ASPHALT MATERIALS

THROUGH APPROVED METHODS.

2. TRENCH BACKFILL: BACKFILL TRENCH WITH 3/4"-0 OR 1"-0 CRUSHED AGGREGATE. REFER TO COB

STD DETAIL 620-1 FOR SPECIFIC TRENCH BACKFILL REQUIREMENTS.

3. COMPACTION TESTING: COMPACT BACKFILL TO 92% MAXIMUM DENSITY PER AASHTO T-180.

PROVIDE CITY REPRESENTATIVE TWENTY-FOUR (24) HOURS NOTICE PRIOR TO SCHEDULED

COMPACTION TESTING. CITY REPRESENTATIVE MUST BE PRESENT AT TIME OF COMPACTION

TESTING. THIRD PARTY TESTING COMPANY SHALL PROVIDE CITY WITH TESTING REPORTS FOR

REVIEW AND APPROVAL.

4. ASPHALT CONCRETE PAVEMENT (ACP) AND SAND SEAL: PLACE 6 INCHES OF LEVEL 2, 1/2” DENSE GRADED HMAC, 64-22 ACP. SAND SEAL CUT EDGES OF ACP WITH CRS-1 OR CRS-2 EMULSIFIED

ASPHALT OR EQUAL.

5. PLACING AND COMPACTING ACP: PLACE ACP IN TWO THREE (3) INCH LIFTS. COMPACT BASE LIFT TO 91 PERCENT AND TOP LIFT TO 92 PERCENT OF RICE DENSTIY. UTILIZE PAVING MACHINES FOR

TRENCH WIDTHS FOUR (4) FEET AND WIDER.

6. T-CUT REQUIREMENTS: PERFORM T-CUTS AFTER TRENCH BACKFILL IS COMPLETED AND

COMPACTION TESTING IS APPROVED BY THE CITY. IF T-CUT EDGES FALL WITHIN 3' OF AN

EXISTING PATCH, CURB, OR STREET EDGE, REPLACE ALL INTERVENING PAVEMENT. IF MORE

THAN ONE PRE-EXISTING PATCH EDGE IS WITHIN 3' OF THE T-CUT, RESTORATION MUST EXTEND

TO THE FAR EDGE OF THE FURTHEST PRE-EXISTING PATCH.

7. REFER TO COB STD DETAIL 2052-3 FOR ASPHALT RESTORATION REQUIREMENTS.

CURB, SIDEWALK, AND DRIVEWAY REPLACEMENT

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

VERIFY AND MARK REMOVAL LIMITS PRIOR TO COMMENCING SAW CUTTING OR DEMOLITION.

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 CITY.

3. CURB DRAINAGE AND WEEP HOLES: THE CONTRACTOR SHALL IDENTIFY AND MARK ALL EXISTING

CURB WEEP HOLES AND DRAIN LINES WITHIN THE LIMITS OF SIDEWALK AND CURB

REPLACEMENT PRIOR TO DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL

AND REINSTALLATION OF ALL IMPACTED DRAIN LINES TO ENSURE CONTINUITY OF FLOW AND

POSITIVE DRAINAGE TO THE GUTTER LINE. REINSTALLED LINES SHALL MEET THE

REQUIREMENTS OF COB STANDARD DETAILS 2020 AND 2023 AS APPLICABLE.

4. 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.

5. WORK ADJACENT TO MONOLITHIC DRIVEWAY APPROACHES: WHEN TRENCHING OR WORKING

ADJACENT TO AN EXISTING MONOLITHIC DRIVEWAY APPROACH, A FULL-DEPTH SAW CUT SHALL

BE MADE ALONG THE "PROJECTED BACK OF CURB" LINE. TO ESTABLISH THIS LINE THROUGH THE DRIVEWAY THROAT AND WING PANELS, CHALK A STRAIGHT LINE EXTENDING FROM THE VISIBLE

BACK OF CURB UPSTREAM TO THE VISIBLE BACK OF CURB DOWNSTREAM. THE EXISTING CURB

AND GUTTER SECTION SHALL NOT BE REMOVED UNTIL AFTER TRENCH BACKFILL IS COMPLETED.

REPLACE CURB AND GUTTER PER DETAIL J002, SHEET C106.

6. CURB STAMPING: WHERE NEW CURBING CROSSES AN EXISTING OR PROPOSED WATER SERVICE, IMPRINT THE TOP OF THE CURB WITH A TWO-INCH (2") "W" STAMP DIRECTLY ABOVE THE WATER

SERVICE LINE CROSSING. THE STAMP SHALL BE CENTERED ON THE CURB CAP AND IMPRESSED

TO A MINIMUM DEPTH OF ONE-HALF INCH (1/2"). ALTERNATIVE METHODOLOGIES REQUIRE PRIOR

APPROVAL BY THE CITY ENGINEER AND MUST BE EXPLICITLY NOTED ON THE APPROVED

CONSTRUCTION PLANS.

1.0'

5.0'

10.0'

1.5'

CONFLICTS WITH SANITARY SEWER LINES

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.

CONFLICTS WITH GAS LINES

1. INSTALL FIBERGLASS SHEATHING MATERIAL PROVIDED BY NW NATURAL WHERE PROPOSED

WATER LINES OR SERVICES CROSS EXISTING GAS LINES WITHIN 12 INCHES OF VERTICAL

SEPARATION. PLACE PROTECTIVE MATERIAL BETWEEN THE GAS AND WATER LINES AND

EXTEND IT 18 INCHES HORIZONTALLY ON EACH SIDE OF THE GAS LINE.

EX GROUND

EX SEWER MAIN

OR LATERAL

ZONE

ZONE

ZONE

ZONE

ZONE

ZONE

TRAFFIC CONTROL REQUIREMENTS

1. PERFORM ALL TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD) AND OREGON AMENDMENTS. INSTALL ADDITIONAL TRAFFIC CONTROL

MEASURES AS DIRECTED BY THE CITY TO PROVIDE FOR PUBLIC SAFETY.

2. PROVIDE ALL REQUIRED TRAFFIC CONTROL FOR WORK WITHIN THE PUBLIC RIGHT-OF-WAY ON

RESIDENTIAL LOCAL STREETS.

3. SUBMIT ALL TRAFFIC CONTROL MEASURES TO THE CITY OF BEAVERTON FOR REVIEW AT LEAST 5 WORKING DAYS PRIOR TO CONSTRUCTION. OBTAIN APPROVAL FROM THE CITY TRAFFIC ENGINEER

FOR ALL STREET CLOSURES AT LEAST 5 WORKING DAYS IN ADVANCE

4. 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

APPROVED STREET CLOSURE.

5. COMPLY WITH THE ODOT "SHORT TERM TRAFFIC CONTROL HANDBOOK" FOR ALL TRAFFIC

CONTROL PLANS. ENSURE ALL DEVICES COMPLY WITH THE LATEST REVISION OF THE MUTCD.

ADHERE TO ALL CONDITIONS SPECIFIED IN ISSUED ROAD PERMITS.

6. COORDINATE STREET AND SIDEWALK CLOSURES WITH THE CITY. SUPPLY SIGNING AND

BARRICADES AS REQUIRED TO ENSURE AUTOMOTIVE AND PEDESTRIAN SAFETY.

7. MAINTAIN ACCESS TO ALL DRIVEWAYS. NOTIFY HOMEOWNERS, APARTMENT MANAGERS, AND/OR

BUILDING OWNERS 24 HOURS IN ADVANCE IF A DRIVEWAY MUST BE BLOCKED. DURING ACTIVE

CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE IMMEDIATE ACCESS FOR OWNERS TO ENTER

OR EXIT THEIR DRIVEWAYS UPON REQUEST. RESTORE ACCESS TO ALL DRIVEWAYS AT THE END OF

EACH WORK DAY.

EROSION PREVENTION & SEDIMENT CONTROL

1. PROVIDE EFFECTIVE EROSION, SEDIMENT, DUST, AND DRAINAGE CONTROL AT ALL TIMES. PROTECT

ALL WORK, ADJACENT PROPERTIES, AND DOWNSTREAM FACILITIES FROM EROSION AND SILTATION.

CORRECT ANY DAMAGE RESULTING FROM EROSION OR SILTATION AT NO EXPENSE TO THE CITY.

2. APPROVAL OF THIS EROSION PREVENTION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT

CONSTITUTE APPROVAL OF THE PERMANENT ROADWAY OR DRAINAGE DESIGN, INCLUDING BUT

NOT LIMITED TO: ROAD DIMENSIONS, PIPE SIZES, RESTRICTORS, CHANNELS, RETENTION

FACILITIES, OR UTILITIES.

3. IMPLEMENT, CONSTRUCT, MAINTAIN, REPLACE, AND UPGRADE ESC FACILITIES UNTIL ALL

CONSTRUCTION IS APPROVED AND VEGETATION IS FULLY ESTABLISHED.

4. CONSTRUCT ESC FACILITIES IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES.

PREVENT SEDIMENT-LADEN WATER FROM ENTERING THE DRAINAGE SYSTEM OR VIOLATING

WATER QUALITY STANDARDS.

5. ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIRED. UPGRADE ESC FACILITIES AS

NEEDED FOR UNEXPECTED STORM EVENTS TO ENSURE SEDIMENT-LADEN WATER DOES NOT

LEAVE THE SITE.

6. INSPECT ESC FACILITIES DAILY AND MAINTAIN THEM TO ENSURE CONTINUED FUNCTIONING.

7. INSPECT AND MAINTAIN ESC FACILITIES ON INACTIVE SITES AT LEAST ONCE A MONTH OR WITHIN 24

HOURS OF A STORM EVENT.

8. REMOVE SEDIMENT FROM TRAPPED CATCH BASINS BEFORE IT REACHES ONE FOOT IN DEPTH.

CLEAN ALL CATCH BASINS AND CONVEYANCE LINES PRIOR TO PAVING. DO NOT FLUSH

SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM DURING CLEANING.

9. INSTALL STABILIZED CONSTRUCTION ENTRANCES AT THE START OF CONSTRUCTION AND MAINTAIN THEM FOR THE DURATION OF THE PROJECT. IMPLEMENT ADDITIONAL MEASURES AS REQUIRED TO

KEEP ALL PAVED AREAS CLEAN.

10. APPLY FOR AND OBTAIN A CLEAN WATER SERVICES DISCHARGE PERMIT BEFORE DISCHARGING

CHLORINATED WATER INTO THE STORM SYSTEM.

BID

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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

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

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

SPEC SPECIFICATIONS

SS 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

XCOMM EXISTING COMMUNICATIONS

XFO EXISTING FIBER OPTIC

XNG EXISTING NATURAL GAS

XP EXISTING POWER

ABBREVIATIONS

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 #

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KEY PLAN TABLE

Sheet # Sheet Title

WATER PLAN AND PROFILES

C100 JUNIPER TER - STA 0+00J TO 1+50J

C101 JUNIPER TER - STA 1+50J TO 3+50J

C102 JUNIPER TER - STA 3+50J TO 5+50J

C103 JUNIPER TER - STA 5+50J TO 7+50J

C104 JUNIPER TER - STA 7+50J TO 9+50J

C105 JUNIPER TER - STA 9+50J TO 11+50J

C106 JUNIPER TER - STA 11+50J TO 11+94J

C200 DALE AVE - STA 0+00D TO 1+50D

C201 DALE AVE - STA 1+50D TO 3+50D

C202 DALE AVE - STA 3+50D TO 5+50D

C203 DALE AVE - STA 5+50D TO 7+50D

C204 DALE AVE - STA 7+50D TO 9+50D

C205 DALE AVE - STA 9+50D TO 11+50D

C206 DALE AVE - STA 11+50D TO 13+39D

C300 BARLOW RD - STA 0+00B TO 1+50B

C301 BARLOW RD - STA 1+50B TO 2+90B

C400 HILL PL - STA 0+00H TO 1+45H

C500 VALE CT - STA 0+00V TO 1+38V

RECONNECTION PLAN AND PROFILES

C600 GLENN DR - STA 0+00G TO 0+57G

C601 TIGER LILLY LN - STA 0+00T TO 0+68T

C602 BARLOW RD EAST - STA 0+00BE TO 0+28BE

HYDRANT PLAN AND PROFILES

C700 JUNIPER HYDRANT 1 - STA 3+44J

C701 JUNIPER HYDRANT 2 - STA 5+94J

C702 JUNIPER HYDRANT 3 - STA 9+34J

C703 DALE HYDRANT 1 - STA 3+70D

C704 DALE HYDRANT 2 - STA 7+09D

C705 DALE HYDRANT 3 - STA 10+35D

BID

413617

413602

413605413606

413607

413608

413612 413613

413614

413615

413616 421101

421102

421103

423901

423902

423903

423904

423905

610516

REGISTERED

PROFESSIONAL

SURVEYOR

OREGON

JULY 14, 1998

MARK J. MAYER

EXPIRES: DECEMBER 31, 2026

SHEET #

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SURVEY CONTROL POINT TABLE

Point # Raw Description Elevation Northing Easting

1. 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 0.99999425 (1:174,000) and the convergence angle is -0°02'30".

2. Elevations are NGVD29(47) datum, which is also locally known as the Washington County Datum. The nearest City of Beaverton Benchmark is "FIR GROVE", a 2" brass disk located at the NW corner of SW 22nd Street and SW 130th Avenue.

Elevation = 218.18 feet.

3. Control has been referenced to the NAD83(2011) datum.

4. Redundant GNSS observations were made on multiple monuments. Said monuments were then traversed through by Leica TS16 total station and the combined data was adjusted using StarNet least squares adjustment software.

5. The GEOID18 model was applied to the ORGN measurements to determine NAVD88 elevations. An offset of -3.514 ft was applied to the NAVD88 elevations to arrive at NGVD29 elevations.

6. Utilities are shown as marked per One-Call Locate Center Ticket No.s 25261050 & 26026909, City of Beaverton as-built documents and GIS mapping, and field ties of exposed utility features.

7. The topographic survey of SW Dale Avenue from SW 22nd St. to SW Barlow Rd.

was performed in October/November of 2020. The survey of SW Barlow Rd from SW Dale Ave to SW Juniper Terrace was performed in September/October of 2024. The survey of SW Juniper Terrace was performed in August/September of 2025. The survey of Tiger Lily Lane was performed in January/February 2026.

Surveyor's Notes:

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.

ORS 92.044:

BID

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LEGEND

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DETAILS 920 AND 945 ON SHEET D110

DIRECTION OF FLOW

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.

BID

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LEGEND

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DETAILS 920 AND 945 ON SHEET D110

DIRECTION OF FLOW

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.

BID

JB

CO

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CO

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W M

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WATER CONSTRUCTION NOTES

APPROX STA 0+14J:

REMOVE EXISTING BLOWOFF ASSEMBLY. CONNECT TO

EXISTING 8" DI GATE VALVE (MJ)

APPROX STA 0+87J, 6' R, INSTALL:

(2) – 1" WATER SERVICE

6615 & 6635 SW JUNIPER TER

APPROX STA 0+95J, 28' L, INSTALL:

(2) – 1" WATER SERVICE

6620 & 6640 SW JUNIPER TER

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A +0 0J T O +5 0J

1 2

PROFILE "J"

1" = 5' V 1" = 20' H

PLAN "J"

1" = 20'

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP. WHERE CURB AND

GUTTER IS ADJACENT TO EXISTING DRIVEWAY APRONS

AND WINGS, REPLACE PER DETAIL J002, SHEET D111.

PROTECT EXISTING MAILBOX OR MAILBOX CLUSTER.

MAINTAIN MAIL DELIVERY SVC DURING CONSTRUCTION.

MIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN

AND SEWER LINES (WATER OVER SEWER). IF

SEPARATION IS <18" OR WATER IS BELOW SEWER,

REFER TO "CONFLICTS WITH SANITARY SEWER LINES"

ON SHEET G002 FOR CROSSING REQUIREMENTS.

A

B

C

D

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C

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M B

M B

M B

M B

M B

M B

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

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WATER CONSTRUCTION NOTES

APPROX STA 2+31J, 28' L & 4' R, INSTALL:

(2) – 1" WATER SERVICE

6700 & 6725 SW JUNIPER TER

APPROX STA 2+34J, 28' L, INSTALL:

(1) – 1" WATER SERVICE

6710 SW JUNIPER TER

APPROX STA 2+38J, 4' R, INSTALL:

(1) – 1" WATER SERVICE

6745 SW JUNIPER TER

APPROX STA 3+14J, INSTALL:

(1) – 8" DI 45° BEND

APPROX STA 3+17J, INSTALL:

(1) – 8" DI 45° BEND

APPROX STA 3+39J, 28' L, INSTALL:

(1) – 1" WATER SERVICE

6720 SW JUNIPER TER

APPROX STA 3+44J (STA 0+00J1), INSTALL:

(1) – 8"X6" DI TEE

(1) – 8" DI GATE VALVE (N)

(1) – 6" DI GATE VALVE (E)

APPROX STA 3+44J, 29' L, INSTALL:

(1) – FIRE HYDRANT ASSEMBLY PER COB STD

DETAIL 650-2. SEE SHEET C700 FOR HYDRANT

PROFILE.

APPROX STA 3+47J, INSTALL:

(1) – 8" DI 45° BEND

4 6

7 9

1 2 3 4 5 6 7 9

PROFILE "J"

1" = 5' V 1" = 20' H

PLAN "J"

1" = 20'

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GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

PROTECT EXISTING MAILBOX OR MAILBOX CLUSTER.

MAINTAIN MAIL DELIVERY SVC DURING CONSTRUCTION.

MIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN

AND SEWER LINES (WATER OVER SEWER). IF

SEPARATION IS <18" OR WATER IS BELOW SEWER,

REFER TO "CONFLICTS WITH SANITARY SEWER LINES"

ON SHEET G002 FOR

CROSSING REQUIREMENTS.

REMOVE AND REPLACE

IMPACTED PORTIONS

OF MONOLITHIC

DRIVEWAY, 6" DEPTH.

TIE INTO EXISTING CURB

AND GUTTER PER

DETAIL J002, SHEET

D111.

A

B

C

D

E

F

G

D

E

E

D

A

A

C

B

C

B

A

C

E E

F C B

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M M

JB

CO

M M

JB

CO

M M

JB

CO

M M

JB

CO

M M

JB

CO

M M

M B M B

M

BM

B

M B

M B

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

W M

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W M

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A:

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E

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TTHEW CHARLES PA

LM

ER

C102

TE

R

LI

N E R

EP

LA

C

EM

EN

T

JU

N

IP

ER

T

ER

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WATER CONSTRUCTION NOTES

APPROX STA 3+50J, INSTALL:

(1) – 8" DI 45° BEND

APPROX STA 3+88J, 10' R, INSTALL:

(2) – 1" WATER SERVICE

6755 & 6795 SW JUNIPER TER

APPROX STA 4+30J, 28' L, INSTALL:

(2) – 1" WATER SERVICE

6770 & 6800 SW JUNIPER TER

APPROX STA 4+33J, 10' R, INSTALL:

(1) – COMBINATION AIR VACUUM/AIR RELEASE VALVE

(BELOW GRADE)

APPROX STA 5+30J, 10' R & 28' L, INSTALL:

(2) – 1" WATER SERVICE

6855 & 6850 SW JUNIPER TER

APPROX STA 5+37J, 28' L & 10' R, INSTALL:

(2) – 1" WATER SERVICE

6890 & 6895 SW JUNIPER TER

5 6

3 5 6

PROFILE "J"

1" = 5' V 1" = 20' H

PLAN "J"

1" = 20'

PH

O

N E:

(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

AV

ER

TO

N

, O R

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

PROTECT EXISTING MAILBOX OR MAILBOX CLUSTER.

MAINTAIN MAIL DELIVERY SVC DURING CONSTRUCTION.

MIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN

AND SEWER LINES (WATER OVER SEWER). IF

SEPARATION IS <18" OR WATER IS BELOW SEWER,

REFER TO "CONFLICTS WITH SANITARY SEWER LINES"

ON SHEET G002 FOR CROSSING REQUIREMENTS.

REMOVE AND REPLACE IMPACTED PORTIONS OF

MONOLITHIC DRIVEWAY, 6" DEPTH.

TIE INTO EXISTING CURB AND GUTTER PER DETAIL J002,

SHEET D111.

A

B

C

D

E

F

G

D

B

C

C

C

C C

E E

E

E

E E

B

F G

BID

M B

M B

W M

W M

W M

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H:\CIP\4239 - JUNIPER TER WATERLINE REPLACEMENT\05 DESIGN\5.9 FINAL DESIGN\MASTER_PLAN_PROFILE.DWG

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C103

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N E R

EP

LA

C

EM

EN

T

JU

N

IP

ER

T

ER

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MP--

W A

TE

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LA

N A N D P R O

FI

LE

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N

IP

ER

T

ER

ST

A +5 0J T O +5 0J

M

AT

C H

LI

N

E

ST

A:

+5 0J

SE

E

SH

EE

T C

M

AT

C H

LI

N

E

ST

A:

+5 0J

SE

E

SH

EE

T C

WATER CONSTRUCTION NOTES

APPROX STA 5+94J (STA 0+00J2), INSTALL:

(1) – 8" DI TEE

(1) – 8" DI GATE VALVE (N)

(1) – 6" DI GATE VALVE (E)

APPROX STA 5+94J, 29' L, INSTALL:

(1) – FIRE HYDRANT ASSEMBLY PER COB STD

DETAIL 650-2. SEE SHEET C701 FOR HYDRANT

PROFILE.

APPROX STA 6+33J (STA 0+00BE), INSTALL:

(1) – 8" DI TEE

(2) – 8" DI GATE VALVE (N,E)

APPROX STA 6+55J (STA 2+90B), INSTALL:

(1) – 8" DI TEE

(2) – 8" DI GATE VALVE (S,W)

APPROX STA 7+49J, 28' L & 10' R, INSTALL:

(2) – 1" WATER SERVICE

12680 & 12700 SW BARLOW RD

1 3 4

PROFILE "J"

1" = 5' V 1" = 20' H

PLAN "J"

1" = 20'

PH

O

N E:

(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

AV

ER

TO

N

, O R

PLOT DATE: 6/3/2026

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

PROTECT EXISTING MAILBOX OR MAILBOX CLUSTER.

MAINTAIN MAIL DELIVERY SVC DURING CONSTRUCTION.

MIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN

AND SEWER LINES (WATER OVER SEWER). IF

SEPARATION IS <18" OR WATER IS BELOW SEWER,

REFER TO "CONFLICTS WITH SANITARY SEWER LINES"

ON SHEET G002 FOR CROSSING REQUIREMENTS.

A

B

C

D

E

A

A

A

A

C

E

E

B

BID

M M

JB

CO

M M

JB

CO

M M

JB

CO

M M

M B

M B

W M

W M

W M

W M W M

W M

W M

W M

W M

W

MW

M

W M

W M

W M

W M

W M

W M

W M

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H:\CIP\4239 - JUNIPER TER WATERLINE REPLACEMENT\05 DESIGN\5.9 FINAL DESIGN\MASTER_PLAN_PROFILE.DWG

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A:

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SE

E

SH

EE

T C

M

AT

C H

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N

E

ST

A:

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SE

E

SH

EE

T C

E O

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84675PE

RPDE

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ETS

GER

I NG

R

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2 0

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LM

ER

C104

TE

R

LI

N E R

EP

LA

C

EM

EN

T

JU

N

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ER

T

ER

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MP--

W A

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FI

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WATER CONSTRUCTION NOTES

APPROX STA 7+55J, 28' L & 10' R, INSTALL:

(2) – 1" WATER SERVICE

6940 & 6955 SW JUNIPER TER

APPROX STA 8+58J, 28' L, INSTALL:

(2) – 1" WATER SERVICE

6950 & 6970 SW JUNIPER TER

APPROX STA 8+93J, 9' R, INSTALL:

(1) – 1" WATER SERVICE

6975 SW JUNIPER TER

APPROX STA 8+99J, 9' R, INSTALL:

(1) – 1" WATER SERVICE

6995 SW JUNIPER TER

APPROX STA 9+23J, INSTALL:

(1) – 8" DI 45° BEND

APPROX STA 9+27J, INSTALL:

(1) – 8" DI 45° BEND

APPROX STA 9+34J, INSTALL:

(1) – 8"X6" DI TEE

(1) – 8" DI GATE VALVE (N)

(1) – 6" DI GATE VALVE (E)

APPROX STA 9+34J, 29' L, INSTALL:

(1) – FIRE HYDRANT ASSEMBLY PER COB STD

DETAIL 650-2. SEE SHEET C702 FOR HYDRANT

PROFILE.

APPROX STA 9+39J, 29' L, INSTALL:

(1) – 1" WATER SERVICE

6990 SW JUNIPER TER

3 4 5 6

2 3 4 5 6

PROFILE "J"

1" = 5' V 1" = 20' H

PLAN "J"

1" = 20'

PH

O

N E:

(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

AV

ER

TO

N

, O R

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

PROTECT EXISTING MAILBOX OR MAILBOX CLUSTER.

MAINTAIN MAIL DELIVERY SVC DURING CONSTRUCTION.

MIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN

AND SEWER LINES (WATER OVER SEWER). IF

SEPARATION IS <18" OR WATER IS BELOW SEWER,

REFER TO "CONFLICTS WITH SANITARY SEWER LINES"

ON SHEET G002 FOR CROSSING REQUIREMENTS.

A

B

C

D

E

A A

A

A

E

C

C

C

C

C

B

E E

E

E

B

BID

M M

JB

CO

M M

M B

M B

W M

W M

W M W M

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: 1

1+

J

SE

E

SH

EE

T C1

M

AT

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N

E

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A:

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SE

E

SH

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T C

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ETS

GER

I NG

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LM

ER

C105

TE

R

LI

N E R

EP

LA

C

EM

EN

T

JU

N

IP

ER

T

ER

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MP--

W A

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FI

LE

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N

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ER

T

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ST

A +5 0J T O 1+ J

WATER CONSTRUCTION NOTES

APPROX STA 9+76J, INSTALL:

(1) – 8" DI 45° BEND

APPROX STA 9+80J, INSTALL:

(1) – 8" DI 45° BEND

APPROX STA 10+44J, 10' R, INSTALL:

(1) – 1" WATER SERVICE

7015 SW JUNIPER TER

APPROX STA 10+52J, 10' R, INSTALL:

(1) – 1" WATER SERVICE

7035 SW JUNIPER TER

APPROX STA 10+85J, INSTALL:

(1) – 8" DI 22.5° BEND

APPROX STA 11+01J, INSTALL:

(1) – 8" DI TEE

(2) – 8" DI GATE VALVE (N,S)

APPROX STA 11+31J, INSTALL:

(1) – 8" DI 11.25° BEND

1 2

1 2

3 4 5

PLAN "J"

1" = 20'

PH

O

N E:

(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

AV

ER

TO

N

, O R

PROFILE "J"

1" = 5' V 1" = 20' H

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

PROTECT EXISTING MAILBOX OR MAILBOX CLUSTER.

MAINTAIN MAIL DELIVERY SVC DURING CONSTRUCTION.

MIN 18" VERTICAL SEPARATION BETWEEN WATER MAIN

AND SEWER LINES (WATER OVER SEWER). IF

SEPARATION IS <18" OR WATER IS BELOW SEWER,

REFER TO "CONFLICTS WITH SANITARY SEWER LINES"

ON SHEET G002 FOR CROSSING REQUIREMENTS.

A

B

C

D

E

A

A E

E

A

A

C

E

E E

E

BID

MMW

M

W M

W M

JB

CO

MM

MB

W M

W M

W M

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H:\CIP\4239 - JUNIPER TER WATERLINE REPLACEMENT\05 DESIGN\5.9 FINAL DESIGN\MASTER_PLAN_PROFILE.DWG

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SEE SH

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LM

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T

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TO

1+ J

WATER CONSTRUCTION NOTES

APPROX STA 11+51J, INSTALL:

(1) – 8" DI 11.25° BEND

APPROX STA 11+54J, 32' L, INSTALL:

(2) – 1" WATER SERVICE

12680 SW TIGER LILLY LN & 7100 SW JUNIPER TER

APPROX STA 11+80J, 32' L, INSTALL:

(1) – 1" WATER SERVICE

7130 SW JUNIPER TER

APPROX STA 11+93J:

REMOVE EXISTING PLUG. CONNECT TO EXISTING 8" DI

GATE VALVE (MJ)

PROFILE "J"

1" = 5' V 1" = 20' H

PLAN "J"

1" = 20'

PH

O

N E:

(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

AV

ER

TO

N

, O R

1 2 3

GENERAL CONSTRUCTION NOTES

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

RELOCATE EXISTING MAILBOX (7100 SW JUNIPER TER).

COORDINATE LOCATION WITH PROPERTY OWNER.

MAINTAIN MAIL DELIVERY SVC DURING CONSTRUCTION.

B

C

D

D C

BID

W M

W M

T

W M

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GER

I NG

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LM

ER

C200

TE

R

LI

N E R

EP

LA

C

EM

EN

T

JU

N

IP

ER

T

ER

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TE

R P

LA

N A N D P R O

FI

LE

S D A

LE

A

VE

ST

A +0 0D

T O +5 0D

WATER CONSTRUCTION NOTES

STA 0+00D:

CONNECT TO EXISTING 6" DI GATE VALVE (MJ)

APPROX STA 0+05D, INSTALL:

(1) – 6" DI 45° BEND

APPROX STA 0+08D, 3' L, INSTALL ON EXISTING MAIN:

(1) – 6" DI CAP OR CONCRETE PLUG

APPROX STA 0+13D, INSTALL:

(1) – 6" DI 45° BEND

APPROX STA 0+77D, 26' R, INSTALL:

(1) – 1" WATER SERVICE

6625 SW DALE AVE

APPROX STA 1+42D, INSTALL:

(1) – 6" DI 22.5° BEND

2 4

M

ATCHLINE STA: 1+50D

SEE SHEET C201

PROFILE "D"

1" = 5' V 1" = 20' H

PLAN "D"

1" = 20'

PH

O

N E:

(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

AV

ER

TO

N

, O R

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD CURB PER COB STD DETAIL 2023.

A

B

C

A

A

C

BID

W M

W M

W M

W M

W M

W M

W M

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CIP PROJ #

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SHEET #

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H:\CIP\4239 - JUNIPER TER WATERLINE REPLACEMENT\05 DESIGN\5.9 FINAL DESIGN\MASTER_PLAN_PROFILE.DWG

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SEE SH

EET C

M

AT

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A:

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E

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LM

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TE

R

LI

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LA

C

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EN

T

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ER

T

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TE

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N A N D P R O

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LE

A

VE

ST

A +5 0D

T O +5 0D

WATER CONSTRUCTION NOTES

APPROX STA 1+97D 26' R, INSTALL:

(1) – 1" WATER SERVICE

6675 SW DALE AVE

APPROX STA 2+05D, INSTALL:

(1) – 6" DI 11.25° BEND

APPROX STA 2+38D 10' L, INSTALL:

(2) – 1" WATER SERVICE

6650 & 6700 SW DALE AVE

APPROX STA 2+66D, INSTALL:

(1) – 6" DI 11.25° BEND

APPROX STA 2+81D (STA 0+00H), INSTALL:

(1) – 6"x4" DI TEE

(1) – 6" DI GATE VALVE (NW)

(1) – 4" DI GATE VALVE (SW)

PROFILE "D"

1" = 5' V 1" = 20' H

PLAN "D"

1" = 20'

PH

O

N E:

(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

AV

ER

TO

N

, O R

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

PROTECT EXISTING MAILBOX OR MAILBOX CLUSTER.

MAINTAIN MAIL DELIVERY SVC DURING CONSTRUCTION.

PAINT CURB WITH PROPERTY STREET NUMBER

SPECIFIED PER DETAIL XXX, SHEET DXXX.

A

B

C

D

E

A

A

1 2

4 5

SW HILL PL PLAN AND PROFILE

SHEET C400

C

C

E

BID

W M

W M

W M

W M

W M

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SHEET #

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ER

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LE

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LE

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VE

ST

A +5 0D

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WATER CONSTRUCTION NOTES

APPROX STA 3+70D, INSTALL:

(1) – 8"x6" DI TEE

(1) – 8" DI GATE VALVE (SE)

(1) – 6" DI GATE VALVE (NE)

(1) – 8"x6" DI REDUCER (NW)

APPROX STA 3+70D, 12' L, INSTALL:

(1) – FIRE HYDRANT ASSEMBLY PER COB STD

DETAIL 650-2. SEE SHEET C703 FOR HYDRANT

PROFILE.

APPROX STA 4+16D, INSTALL:

(1) – 8"x4" DI TEE

(1) – 8" DI GATE VALVE (NW)

(1) – 4" DI GATE VALVE (NE)

APPROX STA 4+22D, INSTALL:

(1) – 8" DI 11.25° BEND

APPROX STA 4+44D 24' R, INSTALL:

(1) – 1" WATER SERVICE

6795 SW DALE AVE

APPROX STA 4+66D, INSTALL:

(1) – 8" DI 11.25° BEND

APPROX STA 5+09D 13' L, INSTALL:

(2) – 1" WATER SERVICE

6780 & 6790 SW DALE AVE

APPROX STA 5+24D, INSTALL:

(1) – 6" DI 22.5° BEND

3 4

5 6

PROFILE "D"

1" = 5' V 1" = 20' H

PLAN "D"

1" = 20'

PH

O

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(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

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ER

TO

N

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A A

A

GENERAL CONSTRUCTION NOTES

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

A

B

C

C

C

C

A

B

A

A

SW VALE CT PLAN AND PROFILE

SHEET C500

BID

M M

JB

CO

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W M

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2 0

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TTHEW CHARLES PA

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C203

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N E R

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WATER CONSTRUCTION NOTES

APPROX STA 6+09D, INSTALL:

(1) – 8" DI 11.25° BEND

APPROX STA 6+40D, 24' R & 14' L, INSTALL:

(2) – 1" WATER SERVICE

6825 & 6820 SW DALE AVE

APPROX STA 6+44D, 24' R & 14' L, INSTALL:

(2) – 1" WATER SERVICE

12855 & 12815 SW BARLOW RD

APPROX STA 7+09D, INSTALL:

(1) – 8"x6" DI TEE

(1) – 8" DI GATE VALVE (N)

(1) – 6" DI GATE VALVE (E)

APPROX STA 7+09D, 15' L, INSTALL:

(1) – FIRE HYDRANT ASSEMBLY PER COB STD

DETAIL 650-2. SEE SHEET C704 FOR HYDRANT

PROFILE.

APPROX STA 7+16D, INSTALL:

(1) – 8" DI 45° BEND

APPROX STA 7+42D, INSTALL:

(1) – 8" DI 45° BEND

2 3

4 6

PROFILE "D"

1" = 5' V 1" = 20' H

PLAN "D"

1" = 20'

PH

O

N E:

(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

AV

ER

TO

N

, O R

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

A

B

C

A

A

A

A

C

C

C

BID

M M

JB

CO

M M

JB

CO

M M

JB

CO

M M

JB

CO

M

MJB

CO

M M

JB

CO

M M

W M

W M

W M

W M

W M

W M

W M

M B

W M

W M

W M

W M

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CIP PROJ #

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SHEET #

CIP PROJ #

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H:\CIP\4239 - JUNIPER TER WATERLINE REPLACEMENT\05 DESIGN\5.9 FINAL DESIGN\MASTER_PLAN_PROFILE.DWG

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SE

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T C

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C H

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A:

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SE

E

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T C

E O

OREGON

84675PE

RPDE

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ETS

GER

I NG

R

NI

F

L

NAOE R

ISS

E

EXPIRES 12/31/26

S E P T EMBER 1 1 ,

2 0

18M A

TTHEW CHARLES PA

LM

ER

C204

TE

R

LI

N E R

EP

LA

C

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EN

T

JU

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IP

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MP--

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TE

R P

LA

N A N D P R O

FI

LE

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LE

A

VE

ST

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T O +5 0D

WATER CONSTRUCTION NOTES

APPROX STA 7+64D, INSTALL:

(1) – 8" DI CROSS

(2) – 8" DI GATE VALVE (S,E)

APPROX STA 8+61D, 30' L, INSTALL:

(2) – 1" WATER SERVICE

6940 & 6960 SW DALE AVE

APPROX STA 8+72D, 7' R, INSTALL:

(2) – 1" WATER SERVICE

6945 & 6965 SW DALE AVE

PROFILE "D"

1" = 5' V 1" = 20' H

PLAN "D"

1" = 20'

PH

O

N E:

(5

) 5

-2

SW

M

IL

LI

KA

N

W

AY

BE

AV

ER

TO

N

, O R

INSTALL SHEATHING MATERIAL BETWEEN NEW

WATERLINE/WATER SVCS AND EX GAS LINE, 36" LONG,

CENTERED ON CROSSING, TYP ALL CROSSINGS.

SHEATHING TO BE PROVIDED BY NW NATURAL.

REPLACE STANDARD SIDEWALK PER COB STD DETAIL

2040, TYP.

REPLACE STANDARD MONOLITHIC CURB AND GUTTER

PER COB STD DETAIL 2020, TYP.

A

B

C

A

A

C

C

BID

JBCO

M

JBCO

M M

JBCO

M M

JBCO

M

MJBCO

M M

M B

W M

W M

W M

W M

W M

W M

W M

W M

SHEET #

CIP PROJ #

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SHEET #

CIP PROJ #

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H:\CIP\4239 - JUNIPER TER WATERLINE REPLACEMENT\05 DESIGN\5.9 FINAL DESIGN\MASTER_PLAN_PROFILE.DWG

M

ATC

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LIN

E STA: 11+50D

SEE SH

EET C

M

AT

C H

LI

N

E

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A:

+5 0D

SE

E

SH

EE

T C

E O

OREGON

84675PE

RPDE

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ETS

GER

I NG

R

NI

F

L

NAOE R

ISS

E

EXPIRES…