CIP_4136-SW_22nd_St_(Whistling_Ct_to_Hall_Blvd)_and_Glenn_Drive_Public_Water_and_Sewer_Improvments_Bid_Plan_Set.pdf

PDF 33 MB Posted Dec 11, 2025

Attached to: 22nd Street and Hart Road Waterline and Sewer Rehab Projects
Solicitation number: 26-020
Issued by: Washington County, Barlow City, Oregon

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Written by GovTribe AI · Dec 15, 2025

This is a bid plan set for two Capital Improvement Projects (CIPs) managed by the City of Beaverton, Oregon: CIP 4136 for SW 22nd Street (Whistling Ct to Hall Blvd) and Glenn Drive public water and sewer improvements, and CIP 4211 for SW Hart Road traffic circle public waterline improvements. CIP 4136 encompasses approximately 4,000 linear feet of zinc-coated ductile iron potable water pipe in 8", 6", and 4" diameters with polyethylene wrapping, thirteen waterline connection details, potholing for select alignment areas, and replacement of two existing sewer cleanouts with new manhole structures. CIP 4211 includes approximately 1,800 linear feet of zinc-coated ductile iron potable water pipe with 12", 8", 6", and 4" diameters and four waterline connection details; pothole investigations have been completed for this alignment. Both projects are located on high-traffic residential corridors and require comprehensive traffic control plans with flagging operations. The plan set contains 57 sheets of detailed design drawings, including plan and profile sheets, connection details, standard details, sewer and storm manhole data, and erosion prevention specifications. The document establishes construction sequencing requirements, material specifications, utility coordination protocols, and compliance standards with City of Beaverton engineering design standards, Oregon APWA/ODOT specifications, and Clean Water Services standards.

The specifications mandate that all materials be new domestic manufacture with no foreign-manufactured or rebuilt materials permitted, require push-on cement-lined zinc-coated ductile iron Class 52 pipe with Tyton joints, and establish minimum 150 PSI pressure testing with zero allowable leakage. Contractor responsibilities include obtaining a temporary sanitary discharge request permit from Clean Water Services for any water discharged during flushing and disinfection, coordinating with utility companies including Comcast, Frontier, Verizon, PGE, BPA, Kinder Morgan, and NW Natural, and maintaining daily access to driveways with 24-hour notice for any necessary blockages. The contractor must provide construction staking, submit record drawings for final payment approval, maintain erosion prevention and sediment control measures throughout construction, and comply with Oregon Utility Notification Center rules. Water service disruptions require 96 hours advance notice to the City Water Division with customer notification 72 hours prior to planned outages. All newly installed water mains must be flushed, disinfected per Oregon Health Division guidelines, and pressure tested before connection to the existing system and service connections. The project includes specialized requirements for handling asbestos cement pipe, managing existing utility conflicts through potholing 200 feet ahead of pipe laying at all crossings, and providing temporary thrust blocking for fittings under service pressure before concrete develops full strength.

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Other files

File	Type	Posted
22nd_Street_and_Hart_Road_Waterline_and_Sewer_Rehab_Projects_(Addendum_#3_Revision).pdf	PDF	Jan 12, 2026
22nd_Street_and_Hart_Road_Waterline_and_Sewer_Rehab_Projects.pdf	PDF	Dec 12, 2025
CIP_4211_Pothole_4_DATA-COB,_Beaverton,_SW_Hart_Rd_&_SW_Sorrento_Rd,_COB_EX_WTR_UPDATE.pdf	PDF	Dec 11, 2025
CIP_4211_Pothole_2_DATA,COB,_SW_Hart_Rd_Round_2.pdf	PDF	Dec 11, 2025
CIP_4211_Pothole_1_DATA,_COB,_SW_Hart_Rd.pdf	PDF	Dec 11, 2025
CIP_4211_Pothole_3_DATA-_Ziply,_Beaverton,_SW_Hart_Rd_&_SW_Sorrento_Rd,_Ziply_Duct_Bank_UPDATE.pdf	PDF	Dec 11, 2025
CIP_4211_Hart_Rd_Traffic_Circle_BID_SET.pdf	PDF	Dec 11, 2025
Potholing_Table_Updated_Stationing.xlsx	XLSX spreadsheet	Dec 11, 2025
Potholing_Results_Table.pdf	PDF	Dec 11, 2025
Laws_to_be_Observed.docx	DOCX document	Sep 18, 2025
Notice_to_Proceed.docx	DOCX document	Sep 18, 2025
Locates.docx	DOCX document	Sep 18, 2025
LABOR_AND_MATERIAL_PAYMENT_BOND.docx	DOCX document	Sep 18, 2025
Construction_Contract_-_Sample.docx	DOCX document	Sep 18, 2025
Performance_Bond.docx	DOCX document	Sep 18, 2025

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130TH

LL B

LVD

IPER

TER

A C

ISPER

C T

SW BARLOW RD

ISTLIN

G C

SW 22ND ST

DALE AVE

SW GLENN DR

SW HART RD

FIR CT

SW 27TH ST

TIGER LILLY LN

130TH

WISTERIA

SORRENTO

SHEET #

CIP PROJ #

CheckedDrawn

PLOT DATE: 12/11/2025

H:\CIP\4136 - SW 22ND ST (DALE AVE - HALL BLVD)\02_DESIGN\03_CAD\4136 - SW 22ND (DALE-HALL) - PLOTSHEETS.DWG

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CITY OF BEAVERTON

1S1W 21, COB INDEX 3716

CIP #4136 - SW 22ND ST (WHISTLING CT-HALL) & GLENN DR

PUBLIC WATER & SEWER IMPROVEMENTS

SHEET #

CIP PROJ #

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PLOT DATE: 12/11/2025

E R

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

Project Site

CONTACTS LIST

Project Manager Phone Number

COB Project Manager - Danica Ruud 971-482-8292 (C)

Company Phone Number Comcast - Dispatch (503) 617-1212

Frontier - David Carnley (503) 940-9000

Verizon - Daniel Ruiz (503) 350-3251

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

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

Kinder Morgan (866) 762-8442

NW Natural (800) 882-3377

CoB Utilities (503) 526-2261

TVWD Water (503) 848-3000

CWS Storm/Sewer (503) 547-8100

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 No. Sheet Title

1 COVER SHEET

2 ABBREVIATIONS & SYMBOLOGY

3 GENERAL NOTES & KEY MAP

4-27 PROPOSED WATER PLAN & PROFILE

28 SEWER & STORM MANHOLE DETAILS

29-41 CONNECTION DETAILS

42-53 TYPICAL WATER & STANDARD DETAILS

54-55 PROPOSED SEWER PLAN & PROFILE

56-57 TYPICAL SEWER DETAILS

A1-A3 SORRENTO WATERLINE PLAN & PROFILE

Benchmark/Basis of Bearing ORS 92.044

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.

PROJECT COORDINATES AND ELEVATIONS:

COORDINATES ARE STATE PLANE OREGON NORTH

ELEVATIONS ARE WASHINGTON COUNTY, BASED OFF BM 716, BEING A PK NAIL IN LEAD SET IN THE

SOUTH CURB OF SW BROCKMAN ROAD ABOUT 400' EAST OF SW DAVIES ROAD, HAVING AN

ELEVATION OF 270.005 FEET. SITE BENCHMARK IS A BRASS CAP MARKED "OTAK CONTROL" SET IN THE NORTHERLY TOP OF CURB OF SW 22ND STREET, BEING 20 FEET WEST OF THE CENTERLINE OF

SW WISTERIA PLACE, HAVING AN ELEVATION OF 231.29 FEET.

UNITS IN INTERNATIONAL FEET

PROJECT SITE MAP - N.T.S.

PROJECT

AREA

410 PRESSURE ZONE

APPROX. STATIC PRESSURE: 78 PSI

BID

SET

PROJECT

AREA

SHEET #

CIP PROJ #

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WATER VALVE

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SIGN

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ADA

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ASSY

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BFA

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BEGIN VERTICAL CURVE ELEVATION

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CARV

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COMBINATION AIR AND VACUUM VALVE

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CITY OF BEAVERTON

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CPLG

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COUPLING

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DEFL

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DUCTILE IRON

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ESMT

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END VERTICAL CURVE ELEVATION

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EX, EXTG

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EXISTING

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FINISHED GROUND

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FITG

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FLEX

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FLEXIBLE

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FLG

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FLANGE

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FLR

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FLOOR

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FLOW LINE

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GAS

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GALV

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GRADE BREAK

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GRADE

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HDPE

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HIGH DENSITY POLYETHLENE

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HORZ

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RATE OF CURVATURE

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LAT

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LENGTH OF VERTICAL CURVE

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MATERIAL

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MECH

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MANUFACTURER

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MANHOLE

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MIN

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MECHANICAL JOINT

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NIC

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NOT IN CONTRACT

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NXT

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ON CENTER

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OUTSIDE DIAMETER

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POWER

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PRV

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PRESSURE REDUCING VALVE

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POINT

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PVI

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POINT OF VERTICAL INTERSECTION

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PVC

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POLYVINYL CHLORIDE

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PVMT

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PAVEMENT

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RIGHT-OF-WAY

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RCP

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REINFORCED CONCRETE PIPE

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RDCR

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REDUCER

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THREADED(ED)

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130TH

HALL BLVDSW

IPER

TER

R A

C E

ISPER

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SW BARLOW RD

ISTLIN

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SW 22ND ST

FIR CT

130TH

SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13SHEET 14 SHEET 15

EET 21

SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8

SHEET 18

SHEET 16

SHEET 17

SHEET 19

SHEET 20

DALE AVE

SHEET 25

SHEET

SHEET 27

SEWER

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SEWER

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GLE

FIR CT

SW 27TH ST

130TH

SHEET 22

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A-1

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SHEET

SHEET 27

EET A-2

SHEET A-3

RRENTO

RD SHEET #

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TRAFFIC CONTROL NOTES

H:\CIP\4136 - SW 22ND ST (DALE AVE - HALL BLVD)\02_DESIGN\03_CAD\4136 - SW 22ND (DALE-HALL) - PLOTSHEETS.DWG

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text WATERLINE CONSTRUCTION NOTES 1. CONTRACTOR SHALL CONTACT CITY OF BEAVERTON WATER DIVISION CONTRACTOR SHALL CONTACT CITY OF BEAVERTON WATER DIVISION SUPERVISOR, A MINIMUM OF 96 HOURS IN ADVANCE PRIOR TO DISRUPTION OF WATER SERVICE. CONTRACTOR SHALL NOT ASSUME SHUTDOWN TIMES BUT WILL RATHER SCHEDULE AND COORDINATE SHUTDOWNS WITH AFFECTED UTILITIES. 2. CITY STAFF WILL NOTIFY ALL AFFECTED CUSTOMERS 72 HOURS PRIOR TO CITY STAFF WILL NOTIFY ALL AFFECTED CUSTOMERS 72 HOURS PRIOR TO PLANNED WATER SERVICE DISRUPTION. 3. UPON REQUEST, THE CITY WILL PROVIDE CONSTRUCTION STAKING, LIMITED TO UPON REQUEST, THE CITY WILL PROVIDE CONSTRUCTION STAKING, LIMITED TO PROPOSED WATER ALIGNMENT, WATER SERVICES AND APPURTENANCES. 4. OPERATION OF EXISTING VALVES, METERS AND HYDRANTS SHALL ONLY BE OPERATION OF EXISTING VALVES, METERS AND HYDRANTS SHALL ONLY BE PERFORMED BY CITY OPERATIONS STAFF. 5. EXISTING WATER MAINS AND SERVICES SHALL REMAIN IN OPERATION UNTIL EXISTING WATER MAINS AND SERVICES SHALL REMAIN IN OPERATION UNTIL THE NEW MAINS HAVE BEEN INSTALLED, TESTED, DISINFECTED AND IN SERVICE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY THRUST BLOCKING WHERE 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 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 ALL VALVES SHALL INCLUDE VALVE BOXES AND LIDS AS OUTLINED IN THE TECHNICAL SPECIFICATIONS AND DRAWINGS. 9. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AWWA, CITY OF ALL MATERIALS AND WORKMANSHIP 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. ALL MAINLINE PIPES SHALL BE PUSH-ON CEMENT-LINED ZINC COATED ALL MAINLINE PIPES SHALL BE PUSH-ON CEMENT-LINED ZINC COATED DUCTILE IRON, CLASS #52 WITH TYTON JOINTS. ALL MECHANICAL JOINTS SHALL CONFORM TO ANSI A-21.11. 11. FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO THE CITY OF BEAVERTON'S FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO THE CITY OF BEAVERTON'S ACCEPTED BRANDS AND MODELS. 12. FIRE HYDRANTS SHALL BE LOCATED TO ALLOW A MINIMUM OF 36" CLEAR 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. 13. ALL BACKFILL IN THE RIGHT OF WAY OR OTHER TRAFFIC AREAS SHALL BE ALL BACKFILL IN THE RIGHT OF WAY OR OTHER TRAFFIC AREAS SHALL BE "-0" COMPACTED CRUSHED ROCK, COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASHTO T-99 COMPACTION TEST. 14. CONTRACTOR SHALL FURNISH AND INSTALL WATER SERVICES, 1" (OR 2") CONTRACTOR SHALL FURNISH AND INSTALL WATER SERVICES, 1" (OR 2") SHORT (OR LONG) SIDE AS SPECIFIED SERVICE IN ACCORDANCE WITH COB STANDARD DETAIL 660-3 (OR 660-5). CONTRACTOR SHALL PROVIDE NEW PIPING, AND ALL FITTINGS/PARTS TO FACILITATE NEW WATER SERVICE INSTALLATION, ACCORDING TO THE STANDARD DETAIL. 15. UPON ACCEPTANCE OF THE MAINS AND SERVICES, THE CONTRACTOR SHALL 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. 16. THE CONTRACTOR SHALL PROVIDE INSTALL AND ADJUST THE NEW WATER 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.

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1. TRAFFIC CONTROL TO BE PERFORMED IN ACCORDANCE WITH THE MANUAL FOR UNIFORM 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 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. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A TRAFFIC CONTROL PLAN (TCP) THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A TRAFFIC CONTROL PLAN (TCP) FOR REVIEW AT LEAST 5 WORKING DAYS PRIOR TO THE PRECONSTRUCTION CONFENRENCE. NO WORK SHALL BEGIN UNTIL THE TRAFFIC CONTROL PLAN IS APPROVED BY THE CITY OF BEAVERTON. 4. THE CONTRACTOR SHALL NOTIFY ALL EMERGENCY SERVICES AND THE BEAVERTON THE CONTRACTOR SHALL NOTIFY ALL EMERGENCY SERVICES AND THE BEAVERTON SCHOOL DISTRICT OF ANY CHANGES TO TRAFFIC CONTROL AT LEAST 48 HOURS PRIOR TO IMPLEMENTATION. 5. TRAFFIC CONTROL PLANS SHALL COMPLY WITH THE OREGON DEPARTMENT OF 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 COORDINATE ALL STREET AND SIDEWALK CLOSURES WITH THE CITY. CONTRACTOR SHALL SUPPLY SIGNING AND BARRICADES AS REQUIRED TO ASSURE AUTOMOTIVE AND PEDESTRIAN SAFETY.

AutoCAD SHX Text GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS (TWO FULL THE CONTRACTOR SHALL NOTIFY THE ENGINEER 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 CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE FACILITIES CROSS. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES 200 FEET AHEAD OF LAYING PIPE AT ALL CROSSINGS. IF CONFLICTS ARISE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION. UTILITY LOCATE ONE CALL # 1-800-332-2344 3. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THE MOST RECENT ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THE MOST RECENT VERSION OF CITY OF BEAVERTON ENGINEERING DESIGN MANUAL AND STANDARD DRAWINGS, 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 THAT ARE BROKEN, DAMAGED OR DISTURBED BY CONTRACTOR, ALL EXISTING UTILITIES THAT ARE BROKEN, DAMAGED OR DISTURBED BY CONTRACTOR, SHALL BE REPAIRED OR REPLACED IMMEDIATELY AND THE RESPECTIVE UTILITY COMPANY SHALL BE NOTIFIED OF THE DISTURBANCE WITHOUT DELAY. 5. CONTRACTOR SHALL SUBMIT TO THE ENGINEER NEAT, ELIGIBLE, ACCURATE RECORD CONTRACTOR SHALL SUBMIT TO THE ENGINEER NEAT, ELIGIBLE, ACCURATE RECORD DRAWINGS/AS-BUILT INFORMATION OF THE PROJECT. FINAL PAYMENT WILL NOT BE MADE UNTIL THE CITY DEEMS THE RECORD DRAWINGS TO BE SATISFACTORY. 6. THE CONTRACTOR SHALL NOT DAMAGE OR CUT EXISTING ASBESTOS CEMENT PIPE. 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 OREGON REVISED STATUTES (ORS) 468A.700 THROUGH 468A-760. 7. FINAL LOCATIONS OF ALL VALVES AND VALVE BOXES, FIRE HYDRANTS, AIR RELEASE FINAL LOCATIONS OF ALL VALVES AND VALVE BOXES, FIRE HYDRANTS, AIR RELEASE ASSEMBLIES, SERVICE CONNECTION CORP 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 ENGINEER. 8. UTILITY CONSTRUCTION SEQUENCING WILL BE REQUIRED IN ORDER TO PREVENT 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 WITHIN THE SPECIFICATIONS REGARDING CONSTRUCTION SEQUENCING REQUIREMENTS FOR THIS PROJECT. 9. THE CONTRACTOR IS REQUIRED TO CLEAN THE STREETS AND SIDEWALKS THROUGHOUT THE CONTRACTOR IS REQUIRED TO CLEAN THE STREETS AND SIDEWALKS THROUGHOUT THE CONSTRUCTION WORK AREA AT THE END OF EACH WORKDAY EITHER BY HAND LABOR OR MECHANICAL MEANS. 10. ONLY UPON WRITTEN APPROVAL OF A CHANGE ORDER FROM THE ENGINEER, THE ONLY UPON WRITTEN APPROVAL OF A CHANGE ORDER FROM THE ENGINEER, THE CONTRACTOR SHALL PERFORM THE WORK THAT IS REQUIRED. 11. AT THE END OF EACH WORKDAY ALL TRENCHES SHALL BE BACKFILLED AND ALL AT THE END OF EACH WORKDAY 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. AC 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 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 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 WORKDAY. 14. THE CONTRACTOR SHALL REMOVE, AS NECESSARY AND APPROVED, ANY FENCES, WOOD THE CONTRACTOR SHALL REMOVE, AS NECESSARY AND APPROVED, ANY FENCES, WOOD DECKS, BLOCK WALLS, PATIO BLOCKS, MAILBOX SHELTERS, CONCRETE LANDSCAPE ENDING AND OTHER STRUCTURES OR OBSTRUCTION WITHIN THE CONSTRUCTION LIMITS. ALL REMOVED ITEMS SHALL BE RESTORED OR REPLACED TO A CONDITION EQUAL TO OR BETTER THAT THEIR PRE-CONSTRUCTION STATE, TO THE SATISFACTION OF THE PROPERTY OWNER. 15. ALL SURVEY MONUMENTS SHALL BE LOCATED AND PROTECTED, EXCEPT AS 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 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 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 DONE. 18. ALL MATERIAL SUPPLIERS SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) 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 UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIALS. THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT. NO DESIGN MODIFICATION NOR FINAL FIELD LOCATION CHANGE SHALL BE PERMITTED IF IT WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA.

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EROSION PREVENTION & SEDIMENT CONTROL STANDARD NOTES

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1. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 2. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION 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. 3. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR 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. 4. THE CONTRACTOR SHALL REGULARLAY INSPECT EROSION CONTROL FACILITIES AND THE CONTRACTOR SHALL REGULARLAY INSPECT EROSION CONTROL FACILITIES AND REPAIR, CLEAN AND OTHERWISE RENOVATE SUCH FACILITIES AS NEEDED TO ENSURE THEIR PROPER FUNCTION. 5. INSPECT AND MAINTAIN THE PROJECT SITE AND ALL EROSION CONTROL FACILITIES FOR INSPECT AND MAINTAIN THE PROJECT SITE AND ALL EROSION CONTROL FACILITIES FOR POTENTIAL EROSION OR SEDIMENT NMOVEMENT ON A WEEKLY BASIS AND WHEN ½ INCH OR MORE OF RAINFALL OCCURS WITHIN A 24-HOUR PERIOD, INCLUDING WEEKENDS AND HOLIDAYS. 6. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE 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. 7. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 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 INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.

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AutoCAD SHX Text OAR NOTES: ZONE 1: PARALLEL WATERLINES OK. CROSSING RESTRICTIONS ONLY ZONE 2: NOT ALLOWED (UNLESS SPECIAL PERMISSION FROM OHA) NOT ALLOWED (UNLESS SPECIAL PERMISSION FROM OHA) AND CITY ENGINEER ZONE 3: PARALLEL WATERLINES PROHIBITED PARALLEL WATERLINES PROHIBITED ZONE 4: PARALLEL WATERLINES PROHIBITED PARALLEL WATERLINES PROHIBITED SEE OAR CHAPTER 333 FOR FULL NOTES ON WATERLINE REQUIREMENTS. CROSSINGS: 1. WHEREVER POSSIBLE, THE BOTTOM OF THE WATER LINE SHALL BE 1.5' WHEREVER POSSIBLE, THE BOTTOM OF THE WATER LINE SHALL BE 1.5' OR MORE ABOVE THE TOP OF THE SEWER AND ONE FULL LENGTH OF THE WATERLINE CENTERED AT THE CROSSINGS. 2. WHERE THE WATER LINE CROSSES OVER THE SEWER LINE BUT WITH A WHERE THE WATER LINE CROSSES OVER THE SEWER LINE BUT WITH A CLEARANCE OF LESS THAN 1.5 FEET: CENTER ONE LENGTH OF THE WATER LINE AT THE CROSSING AND THE SEWER LINE SHALL BE REPLACED WITH A FULL LENGTH OF PIPE CENTERED AT THE CROSSING POINT WITH C900, HDPE SDR 17, CLASS 52 DIP A MINIMUM OF 9' ON BOTH SIDES OF THE CROSSINGS. 3. WHERE THE WATER LINE CROSSES UNDER THE SEWER LINE: CENTER WHERE THE WATER LINE CROSSES UNDER THE SEWER LINE: CENTER ONE LENGTH OF THE WATER LINE AT THE CROSSING AND THE SEWER LINE SHALL BE REPLACED WITH A FULL LENGTH OF PIPE CENTERED AT THE CROSSING POINT WITH C900, HDPE SDR 17, CLASS 52 DIP A MINIMUM OF 9' ON BOTH SIDES OF THE CROSSINGS. BACKFILL IN THIS AREA SHALL BE 100 PSI CLSM. GASLINES: 1. WHENEVER THE WATERLINE OR SERVICES CROSS GAS LINES WITHIN 6" WHENEVER THE WATERLINE OR SERVICES CROSS GAS LINES WITHIN 6" INSTALL A FIBERGLASS SHEATHING MATERIAL PROVIDED BY NW NATURAL OR HALF A SECTION OF PVC PIPE BETWEEN THE GAS LINE AND THE WATERLINE FOR A DISTANCE OF 18" ON EACH SIDE OF THE GAS LINE.

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17. PRIOR TO TIE-IN, THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW-OFF 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. 18. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, ALL LINES SHALL BE 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. 19. THE CONTRACTOR SHALL OBTAIN A TEMPORARY SANITARY DISCHARGE REQUEST THE CONTRACTOR SHALL OBTAIN A TEMPORARY SANITARY DISCHARGE REQUEST PERMIT FROM CLEAN WATER SERVICES (CWS) FOR ANY WATER DISCHARGED INTO THE SANITARY SEWER SYSTEM. FOR DISINFECTING, FLUSHING, AND TESTING OF PIPES, SUPERCHLORINATED WATER MUST BE DISCHARGED INTO THE SANITARY SEWER SYSTEM UNDER THE CWS PERMIT. DISCHARGE OF SMALL VOLUMES OF DECHLORINATED WATER INTO THE STORM DRAINAGE SYSTEM MAYBE BE PERMITTED WITHOUT A FORMAL PERMIT, BUT ONLY WITH APPROVAL FROM THE CITY OF BEAVERTON PUBLIC WORKS STORM SEWER UTILITY MANAGER. 20. THERE MAY BE SHORT SECTIONS OF THE PIPELINE THAT CONNECT TO THE EXISTING THERE MAY BE SHORT SECTIONS OF THE PIPELINE 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 / SOAKING ACTIVITIES TO BE DONE WITH CITY WATER REPRESENTATIVE PRESENT. 21. TO PREVENT CONTAMINATION DURING TRANSPORT AND STORAGE, CONTRACTOR SHALL TO PREVENT CONTAMINATION DURING TRANSPORT AND STORAGE, CONTRACTOR SHALL PROTECT PIPE ENDS WITH PROTECTIVE SHIPPING INSERTS AT THE END OF EACH WORKDAY.

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AutoCAD SHX Text INSTALL 168' OF CL 52 4" DI WATER MAIN, ZINC COATED W/POLY WRAP, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL, TYP. ABANDON EX WATERMAIN, PLUG EX TEE ON SW HYLAND WAY (DETAIL A, SHEET 29) INSTALL 1" DOMESTIC WATER SERVICE PER C.O.B. DETAIL 660-3, SEE SHEET 49, TYP. REINSTALL CURB AND GUTTER PER C.O.B. DETAIL 2020, SEE SHEET 41. MATCH EXISTING GEOMETRY, TYP. REMOVE EXISTING WATER METER AND ABANDON EXISTING SERVICE LINE PER C.O.B. DETAIL 660-1, SEE SHEET 48, TYP. CONNECT NEW SERVICE LINE TO EXISTING, SEE WATER SERVICE CONNECTION DETAIL, SHEET 53, TYP. RESTORE GROUND COVER/LANDSCAPING TO PRE-CONSTRUCTION CONDITION, TYP. REMOVE AND REPLACE EX SIDEWALK PER C.O.B DETAIL 2040, SEE SHEET 43. INSTALL 2" BLOW-OFF PER C.O.B. DETAIL 630-10, SEE SHEET 45. INSTALL 8"x4" REDUCER, MJ INSTALL 1" CARV PER C.O.B. DETAIL 640-5, SEE SHEET 46. INSTALL 10' OF CL 52 8" DI WATER MAIN, ZINC COATED W/POLY WRAP, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL, TYP. FOR SSMH 1 MANHOLE DATA SEE SHEET 28.

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AutoCAD SHX Text INSTALL 210' OF CL 52 8" DI WATER MAIN, ZINC COATED W/POLY WRAP, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL, TYP. ABANDON EXISTING 8" WATER MAIN, TYP. REMOVE EXISTING FIRE HYDRANT AND ASSEMBLY, PLUG PIPE AND ABANDON IN PLACE, TYP. RESTORE GROUND COVER/LANDSCAPING TO PRE-CONSTRUCTION CONDITION, TYP. INSTALL 8" RSGV, MJ INSTALL 8"x6" CROSS, MJ FOR SSMH 4 MANHOLE DATA SEE SHEET 28. INSTALL 8"-45° VERTICAL BEND, MJCONTRACTOR TO INSTALL SHEATHING MATERIAL PROVIDED BY NW NATURAL BETWEEN EX GAS LINE AND NEW WATERLINE, 18" EA SIDE OF CROSSING, TYP. INSTALL 8"x6" TEE, MJxMJ, W/ 6" RSGV. MJxMJ & HYDRANT ASSEMBLY PER C.O.B DETAIL 650-2, SEE SHEET 47. REINSTALL CURB AND GUTTER PER C.O.B. DETAIL 2020, SEE SHEET 41. MATCH EXISTING GEOMETRY, TYP. INSTALL 6" RSGV, MJ INSTALL 6"-22.5° VERTICAL BEND, MJ

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AutoCAD SHX Text INSTALL INLET SEDIMENT CONTROL DEVICE @ CB OPENING, NO INTERNAL OVERFLOW ALLOWED. SEE INLET SEDIMENT CONTROL DETAILS ON SHEET 51 & 52.

AutoCAD SHX Text 10'

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NEW 8" DI

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EX 8" CI

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NEW 6" DI (SEE SHEET 19)

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13150 (SVC OFF WHISPER CT)

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13040 (SVC OFF WHISPER CT)

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FIR GROVE PARK

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210' FULLY RESTRAINED, CLASS 'B' GRANULAR BACKFILL

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12" XSD

DEPTH TO BE VERIFIED BY CONTRACTOR

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DEFLECTION NOTES

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AutoCAD SHX Text INSTALL 210' OF CL 52 8" DI WATER MAIN, ZINC COATED W/POLY WRAP, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL, TYP. ABANDON EXISTING 8" WATER MAIN, TYP. INSTALL 8"X6" TEE, MJxMJ, W/ 6" RSGV. MJxMJ & HYDRANT ASSEMBLY PER C.O.B DETAIL 650-2, SEE SHEET 47. REMOVE EXISTING FIRE HYDRANT AND ASSEMBLY, PLUG PIPE AND ABANDON IN PLACE, TYP. REINSTALL CURB AND GUTTER PER C.O.B. DETAIL 2020, SEE SHEET 41. MATCH EXISTING GEOMETRY, TYP. RESTORE GROUND COVER/LANDSCAPING TO PRE-CONSTRUCTION CONDITION, TYP. INSTALL 1" DOMESTIC WATER SERVICE PER C.O.B. DETAIL 660-3, SEE SHEET 49 TYP. REMOVE EXISTING WATER METER AND ABANDON EXISTING SERVICE LINE PER C.O.B. DETAIL 660-1, SEE SHEET 50, TYP. CONNECT NEW SERVICE LINE TO EXISTING, SEE WATER SERVICE CONNECTION DETAIL, SHEET 54, TYP. RESTORE STRIPING PER DETAIL S-2, SEE SHEET 54

AutoCAD SHX Text

TRENCH

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ABANDON

AutoCAD SHX Text

AutoCAD SHX Text INSTALL INLET SEDIMENT CONTROL DEVICE @ CB OPENING, NO INTERNAL OVERFLOW ALLOWED. SEE INLET SEDIMENT CONTROL DETAILS ON SHEET 51 & 52.

AutoCAD SHX Text 9'

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NEW 8" DI

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WATER SERVICE TABLE

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ADDRESS

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EXISTING WM#

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METER SIZE

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LENGTH

AutoCAD SHX Text 13020

AutoCAD SHX Text 1984400

AutoCAD SHX Text 27'

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EX 8" CI

AutoCAD SHX Text 58"

AutoCAD SHX Text 13020

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FIR GROVE PARK

AutoCAD SHX Text 3'

AutoCAD SHX Text INSTALL 8"x12" CROSS, MJ CONTRACTOR TO INSTALL SHEATHING MATERIAL PROVIDED BY NW NATURAL BETWEEN EX GAS LINE AND NEW WATERLINE, 18" EA SIDE OF CROSSING, TYP. INSTALL 8" RSGV, MJ INSTALL 8"-45° VERT BEND, MJFOR SSMH 2, SSMD 2 MANHOLE AND CB 1 DATA SEE SHEET 28. INSTALL 8"-45° HORZ BEND, MJ CONNECT TO 10" WATER MAIN SEE CONNECTION DETAIL D, SHEET 32 INSTALL SAMPLING STATION PER COB DETAIL 660-2, SEE SHEET 48

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210' FULLY RESTRAINED, CLASS 'B' GRANULAR BACKFILL

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8" SAN SWR >6' DEEP

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12" SD

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12" SD

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24" SD

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8" XSS

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8" XSS

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8" XSS

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10" SD

AutoCAD SHX Text *ADJUST VERTICAL BEND DEPTH TO CONNECT TO EX 10" DI AT STA 8+55 PER CONNECTION DETAIL D. DEPTH IS ESTIMATED FROM AS-BUILTS AND MAY VARY.

AutoCAD SHX Text **DEFLECT TO PASS UNDER EXISTING 12" STORM AT STA. 7+89 WHILE MAINTAINING MINIMUM COVER OF 46" OVER EX 8" SAN AT STA. 8+32.

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~497 FEET TO NXT VLV

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DEPTH TO BE VERIFIED BY CONTRACTOR

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AutoCAD SHX Text INSTALL 160' OF CL 52 8" DI WATER MAIN, ZINC COATED W/POLY WRAP, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL, TYP. ABANDON EXISTING 8" WATER MAIN, TYP. REINSTALL TYPE A CURB PER C.O.B. DETAIL 2020, SEE SHEET 41. MATCH EXISTING GEOMETRY, TYP. RESTORE GROUND COVER/LANDSCAPING TO PRE-CONSTRUCTION CONDITION, TYP. INSTALL 1" DOMESTIC WATER SERVICE PER C.O.B. DETAIL 660-3, SEE SHEET 49, TYP. REMOVE EXISTING WATER METER AND ABANDON EXISTING SERVICE LINE PER C.O.B. DETAIL 660-1, SEE SHEET 48, TYP. CONNECT NEW SERVICE LINE TO EXISTING, SEE WATER SERVICE CONNECTION DETAIL, SHEET 53, TYP. FOR SSMD 3 MANHOLE AND CB 2 DATA SEE SHEET 28.

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TRENCH

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ABANDON

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AutoCAD SHX Text INSTALL INLET SEDIMENT CONTROL DEVICE @ CB OPENING, NO INTERNAL OVERFLOW ALLOWED. SEE INLET SEDIMENT CONTROL DETAILS ON SHEET 51 & 52.

AutoCAD SHX Text 4'

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NEW 8" DI

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WATER SERVICE TABLE

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ADDRESS

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EXISTING WM#

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METER SIZE

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LENGTH

AutoCAD SHX Text 12955

AutoCAD SHX Text 18539159

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AutoCAD SHX Text 12925

AutoCAD SHX Text 18753357

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AutoCAD SHX Text 12970

AutoCAD SHX Text 18294037

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AutoCAD SHX Text 12920

AutoCAD SHX Text 90289689

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EX 8" CI

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AutoCAD SHX Text 58"

AutoCAD SHX Text 12925

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160' FULLY RESTRAINED, CLASS 'B' GRANULAR BACKFILL

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8" SAN SWR >6' DEEP

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8" SS

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12" SD

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10" SD

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12" SD

51412 222.33 SS-PAINTmrk

51420 222.36 SS-PAINTmrk

51421 221.15 SS-PAINTmrk

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DEFLECTION NOTES

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AutoCAD SHX Text INSTALL 160' OF CL 52 8" DI WATER MAIN, ZINC COATED W/POLY WRAP, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL, TYP. ABANDON EXISTING WATER MAIN, TYP. INSTALL 8"x 6" CROSS, MJ INSTALL 8"X6" TEE, MJxMJ, W/ 6" RSGV. MJxMJ & HYDRANT ASSEMBLY PER C.O.B DETAIL 650-2, SEE SHEET 47. REMOVE EXISTING FIRE HYDRANT AND ASSEMBLY, PLUG PIPE AND ABANDON IN PLACE, TYP. REINSTALL TYPE A CURB PER C.O.B. DETAIL 2020, SEE SHEET 43. MATCH EXISTING GEOMETRY, TYP. RESTORE GROUND COVER/LANDSCAPING TO PRE-CONSTRUCTION CONDITION, TYP. INSTALL 1" DOMESTIC WATER SERVICE PER C.O.B. DETAIL 660-3, SEE SHEET 49, TYP. REMOVE EXISTING WATER METER AND ABANDON EXISTING SERVICE LINE PER C.O.B. DETAIL 660-1, SEE SHEET 48, TYP. CONNECT NEW SERVICE LINE TO EXISTING, SEE WATER SERVICE CONNECTION DETAIL, SHEET 53, TYP. INSTALL 8" RSGV, MJ CONTRACTOR TO INSTALL SHEATHING MATERIAL PROVIDED BY NW NATURAL BETWEEN EX GAS LINE AND NEW WATERLINE, 18" EA SIDE OF CROSSING, TYP. FOR SDMH 4 MANHOLE, SSMH 8 MANHOLE, AND CB 3 DATA SEE SHEET 29. CONNECT TO 6" CI WATER MAIN, SEE CONNECTION DETAIL E, SHEET 33

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TRENCH

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ABANDON

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AutoCAD SHX Text INSTALL INLET SEDIMENT CONTROL DEVICE @ CB OPENING, NO INTERNAL OVERFLOW ALLOWED. SEE INLET SEDIMENT CONTROL DETAILS ON SHEET 51 & 52

AutoCAD SHX Text 4'

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NEW 8" DI

AutoCAD SHX Text 4'

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WATER SERVICE TABLE

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ADDRESS

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EXISTING WM#

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METER SIZE

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LENGTH

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AutoCAD SHX Text 34531944

AutoCAD SHX Text 42'

AutoCAD SHX Text 12870

AutoCAD SHX Text 19245568

AutoCAD SHX Text 42'

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EX 8" CI

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AutoCAD SHX Text 12870

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12895 (SVC OFF DALE)

AutoCAD SHX Text 58"

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EX 6" CI

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EX 8" CI

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160' FULLY RESTRAINED, CLASS 'B' GRANULAR BACKFILL

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8" SAN SWR >11' DEEP

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8" SS

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8" SS

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8" SS

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8" SS

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15" SD

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12" SD

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10" SD

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10" SD

AutoCAD SHX Text *DEFLECT TO CONNECT TO EX 6" CI AT STA 11+15 PER CONNECTION DETAIL E. DEPTH OF EX 6" CI IS ESTIMATED FROM AS-BUILTS AND MAY VARY.

AutoCAD SHX Text

~287 FEET TO NXT VLV

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DEPTH TO BE VERIFIED BY CONTRACTOR

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ADDRESS

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EXISTING WM#

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METER SIZE

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LENGTH

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AutoCAD SHX Text 12855

AutoCAD SHX Text 48860573

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AutoCAD SHX Text 14915762

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AutoCAD SHX Text INSTALL 180' OF CL 52 8" DI WATER MAIN, ZINC COATED W/POLY WRAP, FULLY RESTRAINED, CLASS B GRANULAR BACKFILL, TYP. ABANDON EXISTING 8" WATER MAIN, TYP. INSTALL 1" DOMESTIC WATER SERVICE PER C.O.B. DETAIL 660-3, SEE SHEET 49, TYP. REINSTALL CURB PER C.O.B. DETAIL 2020, SEE SHEET 41. MATCH EXISTING GEOMETRY, TYP. REMOVE EXISTING WATER METER AND ABANDON EXISTING SERVICE LINE PER C.O.B. DETAIL 660-1, SEE SHEET 48, TYP. CONNECT NEW SERVICE LINE TO EXISTING, SEE WATER SERVICE CONNECTION DETAIL, SHEET 53, TYP. RESTORE GROUND COVER/LANDSCAPING TO PRE-CONSTRUCTION CONDITION, TYP. CONTRACTOR TO INSTALL SHEATHING MATERIAL PROVIDED BY NW NATURAL BETWEEN EX GAS LINE AND NEW WATERLINE, 18" EA SIDE OF CROSSING, TYP.

AutoCAD SHX Text 12875

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TRENCH

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ABANDON

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AutoCAD SHX Text INSTALL INLET SEDIMENT CONTROL DEVICE @ CB OPENING, NO INTERNAL OVERFLOW ALLOWED. SEE INLET SEDIMENT CONTROL DETAILS ON SHEET 51 & 52.

AutoCAD SHX Text

180' FULLY RESTRAINED, CLASS 'B' GRANULAR BACKFILL

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AutoCAD SHX Text 12855

AutoCAD SHX Text 12850

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NEW 8" DI

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EX 8" CI

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8" SAN SWR >8' DEEP

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8" SS

51410 240.78 SS-PAINTmrkS

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