7-ITB 2027-15 2026 Waterline Replacement Project 100% Plans.pdf

PDF 4 MB Posted Sep 16, 2026

Attached to: 2026 Waterline Replacement Project, CIPWT0041
Solicitation number: 2027-15
Issued by: Multnomah County, Oregon

About this file

Written by GovTribe AI · Sep 30, 2026

This is a 100% design plans document for the 2026 Waterline Replacement Project (CIP No. CIPWT00041) prepared by the City of Gresham, Oregon, Department of Environmental Services. The project encompasses the replacement of aging water mains across three distinct sites: Site 1 covering NW 3rd Street, NW 4th Street, NW Overlook Court, and NW Florence Court; Site 2 on SE 3rd Street near SE Powell Boulevard; and Site 3 encompassing SE Greenway Drive, SE 5th Street, and SE Lovrien Place. The design includes detailed plan and profile sheets showing waterline alignments, installation specifications, and utility coordination with existing gas, electric, communication, and sanitary sewer infrastructure. Site 1 requires approximately 21,850 linear feet of 8-inch ductile iron pipe with intermediate service level (575 feet OFE, 62-94 PSI static pressure), Site 2 requires approximately 5,500 linear feet of 8-inch ductile iron pipe with intermediate service level (575 feet OFE, 70-82 PSI static pressure), and Site 3 requires approximately 8,230 linear feet of 8-inch ductile iron pipe with Wheeler service level (620 feet OFE, 76-100 PSI static pressure). Installation details include fire hydrant assemblies, water service connections, blow-off assemblies, gate valves, and thrust blocks throughout all three sites.

All materials and construction must conform to City of Gresham Public Works Standards (2019 Edition), with all public waterline pipe specified as Class 52 ductile iron, cement-mortar lined, conforming to ANSI A-21.11 with U.S. Tyton joint pipe or approved equal. Minimum pipe cover in street rights-of-way is 36 inches to finish grade, with 48 inches minimum cover in easement areas. The contractor is responsible for utility notification in accordance with ORS 759.541 to 757.571, erosion prevention and sediment control measures, and obtaining all necessary permits and licenses prior to construction. All waterlines shall be thoroughly flushed and chlorinated, with potable water testing approved by an Oregon State Department of Human Services and City of Gresham approved laboratory prior to any metered service hookup. The design plans were completed in September 2026 and include comprehensive surface restoration schedules utilizing standard detail drawings for final trench restoration.

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Other files

File	Type	Posted
8-Sheet 10 - Revised.pdf	PDF	Sep 16, 2026
5-ITB 2027-15 First-Tier Subcontractor Disclosure Form.pdf	PDF	Sep 16, 2026
4-ITB 2027-15 Bidders Good Faith Efforts Certification.pdf	PDF	Sep 16, 2026
6-ITB 2027-15 Offer.pdf	PDF	Sep 16, 2026
3-Oregon Prevailing Wage Rates 070526.pdf	PDF	Sep 16, 2026
9-ITB 2027-15 CIPWT00041 Addendum 1.pdf	PDF	Sep 16, 2026
2-Sample Contract Retention Preference Form.pdf	PDF	Sep 16, 2026
1-Sample Capital Improvement Project Agreement.pdf	PDF	Sep 16, 2026

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SEPTEMBER 2026

NW 3RD ST, NW 4TH ST, NW OVERLOOK CT, SE GREENWAY DRIVE, SE 5TH STREET, & SE LOVRIEN PLACE

2026 WATERLINE REPLACEMENT PROJECT

CIP NO. CIPWT00041

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VICINITY MAP

CITY OF GRESHAM DEVELOPMENT ENGINEERING

KEN KOBLITZ 503-618-2628

ROCKWOOD WATER

ANDY CROCKER 503-665-4179

CITY OF GRESHAM WATER DIVISION

STEVEN WALKER 503-618-2990

CITY OF GRESHAM WASTEWATER DIVISION

BRIAN OTT 503-618-2941

CITY OF GRESHAM STORMWATER DIVISION

DAVID NEAL 503-618-2974

CITY OF GRESHAM TRANSPORTATION DIVISION

RAE SORENSON 503-618-2919

PORTLAND GENERAL ELECTRIC

KEN REIDER 503-612-6054

NORTHWEST NATURAL GAS

BROCK INMAN 971-979-6869

VERIZON

IAN LAMBIE 503-867-2758

COMCAST CABLE

RICHARD MARONEY 503-813-0482

ZIPLY FIBER (FORMERLY FRONTIER)

JOHN BIELEC 503-626-2386

CENTURYLINK (FORMERLY QWEST)

DAVID DODD 503-616-6291

TRIMET 503-962-4949

ONE-CALL LOCATES 800-332-2344

UTILITY CONTACTS

ALL ELEMENTS IN THIS PROJECT SHALL MEET

THE CITY OF GRESHAM PUBLIC WORKS

STANDARDS.

SITE 1:

ELEVATION DATUM BASED ON A STANDARD CITY

OF GRESHAM CONTROL MONUMENT, BEING A 2

INCH BRONZE DISK WITH A RAISED DATUM POINT

(BERNTSEN MODEL CD2LB), STAMPED "CITY OF

GRESHAM CONTROL DO NOT DISTURB". NGVD29

BENCHMARK NO. 1

BRASS DISC READING “GRESHAM CONTROL”

NORTH SIDE OF THE INTERSECTION OF NW 3RD

AND NW 4TH IN THE NORTHERN TFC.

N: 674542.9 E: 7703918.027

ELEVATION: 406.01

SITE 2:

ELEVATION DATUM BASED ON A STANDARD CITY

OF GRESHAM CONTROL MONUMENT, BEING A 2

INCH BRONZE DISK WITH A RAISED DATUM POINT

(BERNTSEN MODEL CD2LB), STAMPED "CITY OF

GRESHAM CONTROL DO NOT DISTURB". NGVD29

BENCHMARK NO. 1

BRASS DISC MARKED “GRESHAM CONTROL”

SW CORNER OF SE 3RD ST AND SE BURNSIDE RD.

IN TFC ADDRESS 2402 SE BURNSIDE RD.

N:672844.15 E:7712821.36

ELEVATION: 368.27

SITE 3:

ELEVATION DATUM BASED ON A STANDARD CITY

OF GRESHAM CONTROL MONUMENT, BEING A 2

INCH BRONZE DISK WITH A RAISED DATUM POINT

(BERNTSEN MODEL CD2LB), STAMPED "CITY OF

GRESHAM CONTROL DO NOT DISTURB". NGVD29

CONTROL POINT NO. 1

BRASS DISC READING “GRESHAM CONTROL”

LOCATED ADJACENT TO STREET LIGHT AT 581 SE

GREENWAY DRIVE

N: 671636.0580' E: 7717329.0440' ELEVATION: 387.58'

BENCHMARKSHEET INDEX

1 COVER SHEET

2 LEGEND & NOTES

3 SITE 1 LAYOUT

4 SITE 1 PLAN & PROFILE - STA 0+00 - 2+00

5 SITE 1 PLAN & PROFILE - STA 2+00 - 4+50

6 SITE 1 PLAN & PROFILE - STA 4+50 - 7+50

7 SITE 1 PLAN & PROFILE - STA 7+50 - 11+50

8 SITE 1 PLAN & PROFILE - STA 11+50 - 15+00

9 SITE 1 PLAN & PROFILE - STA 20+50 - 21+85

10 SITE 1 PLAN & PROFILE - NW FLORENCE CT

11 SITE 1 PLAN & PROFILE - NW OVERLOOK CT

12 SITE 2 LAYOUT

13 SITE 2 SE 3RD ST WATERLINE - STA 0+00 - 3+00

14 SITE 2 SE 3RD ST WATERLINE - STA 3+00 - 5+50

15 SITE 3 LAYOUT

16 SITE 3 PLAN & PROFILE - STA A0+00 - A3+29

17 SITE 3 PLAN & PROFILE - STA B0+00 - B2+50

18 SITE 3 PLAN & PROFILE - STA B2+50 - B5+00

19 SITE 3 PLAN & PROFILE - STA B5+00 - B8+23

20 SITE 3 PLAN & PROFILE - STA C0+00 - C1+80

21 SITE 3 SURFACE RESTORATION 1

22 SITE 3 SURFACE RESTORATION 2

CITY OF GRESHAM PUBLIC WORKS STANDARDS:

Know what's below.

Call before you dig.

Dial 811 or 800-332-2344

SITE 1:

INTERMEDIATE SERVICE LEVEL

O.F.E = 575 FEET

STATIC PRESSURE = 62-94 PSI

TEST PRESSURE = 150 PSI

SITE 2:

INTERMEDIATE SERVICE LEVEL

O.F.E = 575 FEET

STATIC PRESSURE = 70-82 PSI

TEST PRESSURE = 150 PSI

SITE 3:

WHEELER SERVICE LEVEL

O.F.E = 620' FEET

STATIC PRESSURE = 76-100 PSI

TEST PRESSURE = 150 PSI

WATER SYSTEM

INFORMATION:

NW BURNSIDE RD

NW DIVISION ST

W POWELL BLVD

SE MOUNT HOOD HW

SITE 3 PROJECT VICINITY

SITE 1 PROJECT VICINITY

SITE 2 PROJECT VICINITY

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OREGON

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EXPIRES: 12/31/2027

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CAP/PLUG

EROSION PREVENTION AND SEDIMENT CONTROL NOTES:

1. THE OWNER/PERMITTEE, OR EPSC MANAGER, SHALL BE RESPONSIBLE FOR PROPER

INSTALLATION, MONITORING, MAINTENANCE, AND REMOVAL OF ALL EROSION

PREVENTION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH THE CITY,

STATE, AND FEDERAL REGULATIONS. RESPONSIBILITY WILL CONTINUE UNTIL

PERMANENT VEGETATION OR LANDSCAPE IS COMPLETE. OWNER/PERMITTEE SHALL BE

RESPONSIBLE FOR MAINTENANCE UNTIL THE FOLLOWING CONDITIONS ARE MET: 1) THE

PROJECT HAS BEEN ACCEPTED BY THE CITY;

2. APPROVAL OF THE PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD

OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OR ROADS, PIPES, RESTRICTORS,

CHANNELS, RETENTION FACILITIES, UTILITIES ).

3. THE EPSC BMPS SHOWN ON THE PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH

ALL CLEARING AND GRADING ACTIVITIES, IN ACCORDANCE WITH THE CONDITIONS OF

APPROVAL, PUBLIC WORKS STANDARDS, DEVELOPMENT CODE, AND IN SUCH A MANNER

AS TO ENSURE THAT SEDIMENT, SEDIMENT-LADEN WATER, AND OTHER POLLUTANTS DO

NOT ENTER THE DRAINAGE SYSTEM OR ROADWAYS, OR VIOLATE APPLICABLE WATER

QUALITY STANDARDS.

4. THE EPSC BMPS SHOWN ON THE PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED

SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE BMPS SHALL BE

UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT

SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE.

5. THE EPSC BMPS SHALL BE INSPECTED DAILY DURING STORMWATER AND SNOWMELT

RUNOFF AND AT LEAST ONCE EVERY SEVEN (7 ) CALENDAR DAYS AND WITHIN 24 HOURS

AFTER ANY STORM EVENT THAT PRODUCES AT LEAST ½ OF AN INCH OF RAIN PER

24-HOUR PERIOD. ON INACTIVE PERIODS OF GREATER THAN SEVEN (7 ) CONSECUTIVE

CALENDAR DAYS, INSPECTIONS ARE REQUIRED EVERY TWO (2 ) WEEKS.

6. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN ONE-THIRD

THE HEIGHT OF ANY SEDIMENT CONTROL BARRIER. TRAPPED SEDIMENTS SHALL BE

REMOVED FROM CATCH BASINS WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50

PERCENT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO

PROJECT FINAL INSPECTION. THE CLEANING OPERATION SHALL NOT FLUSH OR

INTENTIONALLY WASH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM STORMWATER

SYSTEM, STREAMS OR DRAINAGEWAYS.

7. SEDIMENT THAT LEAVES THE SITE SHALL BE CLEANED UP WITHIN 24 HOURS AND

PLACED BACK ON THE SITE OR PROPERLY DISPOSED. ANY IN-STREAM CLEAN UP OF

SEDIMENT SHALL BE PERFORMED ACCORDING TO REQUIREMENTS OF THE U.S. ARMY

CORPS OF ENGINEERS AND THE OREGON DEPARTMENT OF STATE LANDS.

8. STORM DRAIN INLETS, CATCH BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL

PAVEMENT SURFACES ARE COMPLETED AND PERMANENT VEGETATION HAS BEEN

ESTABLISHED.

9. CONCRETE WASHOUT LOCATION SHALL BE PROVIDED FOR WASHING OF CONCRETE

TRUCKS AND EQUIPMENT SO THAT CONCRETE SLURRY IS NOT WASHED INTO THE

STORMWATER SYSTEM, STREAMS, OR DRAINAGEWAYS. IDENTIFY THE LOCATION ON THE

PLAN AND INCLUDE THE NOTE: “DO NOT OVERFILL AND BURY WHEN FINISHED.”

10. GROUNDCOVER AND/OR SEEDING SHALL BE COMPLETED AS SOON AS PRACTICABLE

FOR EACH PHASE OF CONSTRUCTION AND NOT LATER THAN SEPTEMBER 1. IF

FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES SHALL

FOLLOW MANUFACTURER'S GUIDELINES AND THE APPLICATION SHALL BE PERFORMED

IN SUCH A WAY TO MINIMIZE NUTRIENT-LADEN RUNOFF TO RECEIVING WATERS. THE

PLAN SHALL STATE THE CONDITIONS FOR DETERMINING SUCCESSFUL VEGETATION

ESTABLISHMENT.

11. NON-STORMWATER POLLUTANT CONTROL MEASURES INCLUDING ANY USE OF TOXIC OR

OTHER HAZARDOUS MATERIALS SHALL INCLUDE PROPER STORAGE, SPILL

CONTAINMENT, APPLICATION, AND DISPOSAL.

12. WET WEATHER MEASURES SHALL BE ESTABLISHED BY OCTOBER 1ST AND CONTINUE TO

FUNCTION THROUGH MAY 31ST OF THE FOLLOWING YEAR. PRIOR TO DISCONTINUING

ACTIVITIES ON ANY PORTION OF THE SITE BETWEEN OCTOBER 1 AND MAY 31, ANY

EXPOSED AREA SHALL BE STABILIZED WITHIN 7 DAYS TO PREVENT EROSION. BETWEEN

JUNE 1 AND SEPTEMBER 30, THE SITE MUST BE STABILIZED WITHIN 30 DAYS.

STABILIZATION MAY OCCUR BY APPLYING APPROPRIATE COVER (E.G., MULCH, EROSION

CONTROL BLANKETS, BINDERS, TACKIFIERS ) OR ESTABLISHING ADEQUATE VEGETATIVE

COVER.

13. PRIOR TO FINAL PROJECT ACCEPTANCE BY THE CITY, THE SITE SHALL BE PERMANENTLY

STABILIZED (SEED AND MULCH OR TACKIFIER, OR PERMANENT LANDSCAPING ). SEE

APPENDIX F: CITY OF GRESHAM NATIVE PLANT RESTORATION GUIDE AS A RESOURCE.

FOR SUBDIVISIONS, TEMPORARY GROUNDCOVER WILL BE ACCEPTED IF HOME

CONSTRUCTION WILL BEGIN WITHIN 30 DAYS OF PROJECT FINALIZATION.

14. THE OWNER/PERMITTEE IS RESPONSIBLE FOR REMOVING ALL SEDIMENT CONTROL

MEASURES ONCE PERMANENT STABILIZATION HAS BEEN ESTABLISHED.

GENERAL CONSTRUCTION NOTES:

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY

OF GRESHAM STANDARD SPECIFICATIONS AS OUTLINED IN THE PUBLIC WORKS

STANDARDS (2019 EDITION).

2. OREGON LAW REQUIRES CONTRACTOR TO FOLLOW RULES ADOPTED BY THE

OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR

952-011-0010 THROUGH OAR 952-001-000. CONTRACTOR MAY OBTAIN COPIES OF

THE RULES BY CALLING THE CENTER AT (503) 232-1987.

3. CONTRACTOR SHALL PROTECT EXISTING MONUMENTS, BENCH MARKS, PROPERTY

CORNERS, AND GOVERNMENT MONUMENTS.

4. SPECIAL PERMITS TO BE OBTAINED BY THE CONTRACTOR.

5. EROSION CONTROL MEASURES ARE REQUIRED OF THIS PROJECT. SEE SPECIFIC

EROSION CONTROL PLANS AND NOTES. ALL WORK MUST COMPLY WITH CITY OF

GRESHAM EROSION CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK AND

STORM WATER CONSERVATION ACTIVITIES PERMIT FROM DEQ.

6. EXCAVATOR IS TO PROVIDE UTILITY NOTIFICATION IN ACCORDANCE WITH ORS

759.541 TO 757.571. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS

757.541 TO 757.57 INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND

FACILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS

DAYS, BEFORE COMMENCING AN EXCAVATION.

7. CONTRACTOR SHALL OBTAIN ALL PERMITS AND LICENSES PRIOR TO BEGINNING

CONSTRUCTION.

8. CONNECT ALL DRAIN TILE ENCOUNTERED DURING CONSTRUCTION TO PUBLIC

STORM DRAIN

WATERLINE CONSTRUCTION NOTES:

1. ALL PUBLIC WATERLINE PIPE SHALL BE CLASS 52 DUCTILE IRON. DUCTILE IRON

PIPE SHALL BE CEMENT-MORTAR LINED AND SHALL CONFORM TO ANSI A-21.11

AND SHALL BE U.S. TYTON JOINT PIPE OR APPROVED EQUAL. RUBBER RING

GASKETS SHALL CONFORM TO ANSI A-21.11. ALL CAST IRON FITTINGS AND

FLANGED DUCTILE IRON FITTINGS SHALL BE CLASS 250 AND ALL DUCTILE IRON

MECHANICAL JOINT FITTINGS SHALL BE CLASS 350 CONFORMING TO ANSI/AWWA

C110/A-21.10 AND ANSI/AWWA C153/A-21.53. MORTAR LINING SHALL BE SAME

THICKNESS AS FOR PIPE. ALL PIPE FITTINGS AND APPURTENANCES SHALL BE NSF

APPROVED. ALL PIPE SHALL BE MECHANICALLY RESTRAINED W/ "FIELD-LOK"

GASKETS OR APPROVED EQUAL RESTRAINT SYSTEM. FOR MECHANICALLY

RESTRAINING MECHANICAL JOINTS, MEGA-LUG BRAND FOLLOWER GLAND OR

APPROVED EQUAL SHALL ONLY BE USED.

2. NO PUBLIC WATER VALVES SHALL BE OPENED OR CLOSED (OPERATED) BY

ANYONE BUT THE CITY OF GRESHAM WATER STAFF.

3. ALL PUBLIC WATERLINE PIPE SHALL HAVE A MINIMUM OF 36" OF COVER IN STREET

RIGHT OF WAYS TO FINISH GRADE UNLESS OTHERWISE SHOWN.

4. ALL WATERLINE PIPE IN EASEMENT AREAS WILL HAVE A MINIMUM OF 48" OF

COVER FROM FINISHED GRADE.

5. POURED IN PLACE THRUST BLOCKS SHALL FOLLOW CITY OF GRESHAM

SPECIFICATIONS. ALL FITTINGS IN CONTACT WITH THE CONCRETE SHALL BE

WRAPPED IN PLASTIC PRIOR TO PLACEMENT OF CONCRETE.

6. FIRE HYDRANT ASSEMBLY SHALL BE MUELLER CENTURION MDL A-423

CONFORMING TO AWWA STANDARD C502, LATEST REVISIONS. GATE VALVES FOR

HYDRANTS ARE TO BE APPROVED RESILIENT WEDGE GATE VALVES ONLY.

HYDRANTS ARE TO BE YELLOW AND THE DEPTH OF BURY IS TO BE DETERMINED IN

THE FIELD. SEE STANDARD DETAIL 501.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER

SEPARATION BETWEEN SANITARY SEWER LINES AND WATERLINES AS REQUIRED

BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND STATE DEPARTMENT OF

HEALTH. SEE STANDARD DETAIL 510.

8. DIRECT-BURIED LINE VALVES OF 12" SIZE AND LARGER SHALL BE BUTTERFLY

VALVES. ALL SMALLER, DIRECT-BURIED LINE VALVES SHALL BE RESILIENT WEDGE

GATE VALVES. ALL VALVES SHALL BE DESIGNED TO AWWA SPECIFICATIONS AND

SHALL HAVE A STANDARD 2" SQUARE-OPERATING NUT UNLESS OTHERWISE

SHOWN ON PLANS. ALL VALVES SHALL BE DESIGNED FOR AT LEAST 250 PSI

WORKING PRESSURE AND SHALL OPEN COUNTER CLOCKWISE.

9. ALL WATERLINES SHALL BE THOROUGHLY FLUSHED AND CHLORINATED. ALL

FILLING, FLUSHING AND TESTING OF NEW WATERLINE FACILITIES SHALL BE DONE

THROUGH A 6" DOUBLE CHECK DEVICE. THE CITY OF GRESHAM MAY PROVIDE 6"

DOUBLE CHECK DEVICE, BUT IF UNAVAILABLE, CONTRACTOR SHALL SUPPLY

DEVICE. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW-OFF(S) AND AND

FILL POINT(S) PER DETAIL 506 A,B, & C AS REQUIRED. A POTABLE WATER TEST

SHALL BE APPROVED BY AN OREGON STATE DEPARTMENT OF HUMAN SERVICES

AND CITY OF GRESHAM APPROVED LABORATORY PRIOR TO ANY METERED

SERVICE HOOKUP OR CONNECTION TO THE EXISTING WATER SYSTEM.

10. ALL FLANGE BOLTED CONNECTIONS SHALL RECEIVE A COATING OF "SPRAY-ON

UNDERCOATING" OR APPROVED EQUAL.

11. ALL BRASS AND COPPER SHALL BE "LEAD FREE" AND MEET NSF/ANSI 61 ANNEX F,G

AND NSF/ANSI 372 SPECIFICATIONS.

12. FLANGE GASKETS SHALL BE RING-TYPE, 1/8 -INCH THICK, RED RUBBER ONLY.

FULL-FACE GASKETS SHALL NOT BE USED.

SLEEVE

REDUCER

THRUST BLOCK

WATER METER

FIRE HYDRANT (FH)

FLANGE JOINT (FLG)

MECHANICAL JOINT (MJ)

AIR RELIEF VALVE (AR)

BLOW-OFF VALVE (BO)

BUTTERFLY VALVE (BF)

CHECK VALVE

GATE VALVE (GV)

TEE

EXISTING PROPOSED

WATER SYMBOLS

LEGEND

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM DRAIN

CATCH BASIN

STORM MANHOLE

ELECTRICITY

GAS

COMMUNICATION LINE

MAIL BOX

TREE

FLANGE TO MJ ADAPTER

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OREGON

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1" = 60'

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8' 'S

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WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 5'

0+00 0+50 1+00 1+50 2+00

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D (2

INSTALLATION SCHEDULE

1 STA 0+00

CONTRACTOR TO INSTALL TEMPORARY 4" BLOWOFF ASSEMBLY PER STD. DWG. 506C

FOR FILLING, FLUSHING, AND TESTING OF NEW WATER FACILITIES. AFTER THE NEW

WATERLINE HAS BEEN TESTED AND ACCEPTED BY CITY INSPECTOR, CONTRACTOR

SHALL REMOVE TEMPORARY BLOWOFF ASSEMBLY AND MAKE FINAL CONNECTION

USING ±10 LF OF 8" DI CL 52 PIPE AND 8" MJ SLEEVES. SANITIZE ALL PIPE FITTINGS

DURING FINAL CONNECTION USING SWABBING METHOD.

2 STA 1+59

STA 1+83

INSTALL 1" WATER SERVICE PER STD. DWG. 502. CITY TO STAKE FINAL LOCATION AT

TIME OF CONSTRUCTION.

3 ABANDON EXISTING 6" CI PIPE W/ 6" MJ CAP

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

ATC

LIN

E STA 2+00- SEE SH

EET 5

NW 4TH STN

NW 4TH ST

C E

8" DI CL 52 WATER MAIN

EX GROUND SURFACE

450 1215

O F

C H

D R

N O

G E

O R

T: LE

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Al l i nf or m at io n

M U

D to s ub st an tia te it s va lid ity

T N

O F

R O

N M

N .W

. E

, O R

-3

H E

Y O

F G

W T0

JAAE

3E 1S

1" =2

0' 1"

N E

C T

R O

A 0+

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

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6''W

GAS

CAB

2' 'W

6''W 6''W 6''W

6''W

6' 'S

S 6'

'S S

8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS

8''SS

COMM

COM

GASGAS

GASGASGAS

GAS

6''W

COMM COMM

C O

M M

COMM

: 4

+0 9.

: 4

+1 9.

PI: 20+26.69

PI: 20+46.69

8''W

4' 'W

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

8''W

2+00 3+00

4+00

5+00

40+00

20+00

WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 5'

2+00 2+50 3+00 3+50 4+00 4+50

SAN MH 2

STA:2+19.65 OFF:8.80L

RIM:408.29

SUMP:401.69

INV IN:401.79

INV OUT:401.69

SAN MH 3

STA:4+20.71 OFF:21.90L

RIM:405.39

SUMP:395.29

INV IN:395.39

INV OUT:395.29

GASGASGASGASGASGASGAS

6' 'W

8''

SSCOMM COMM COMM

PI: 4+09.90

PI: 4+19.90

8' 'W

8'' W

8''W

8''W 8''W 8''W 8''W

20+00

y de s\ w at er

\c ip

\0 p ip el in e re ne w al a nd re pl ac em en t p ro gr am

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.d w g, P lo tt ed

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, B y:

A m y Bu rg i, AN

F U

D (2

INSTALLATION SCHEDULE

1 STA 2+34

INSTALL 8" X 4" FLG TEE, (E) 8" MJ X FLG GATE VALVE, (N) 4" MJ X FLG GATE VALVE, AND

(W) 8" MJ X FLG ADAPTER.

2 STA 2+59

INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. 501A AND 501C WITH 8" MJ X 6" FLG

TEE. PIPE WILL BE DISINFECTED ABOVE GROUND PER AWWA C651.

3 STA 2+66

STA 2+95

STA 3+45

INSTALL 1" WATER SERVICE PER STD. DWG. 502. CITY TO STAKE FINAL LOCATION AT

TIME OF CONSTRUCTION.

4 STA 4+09

INSTALL 8" MJ 11.25° HORIZONTAL BEND.

5 STA 4+20

INSTALL 8" MJ 45° HORIZONTAL BEND.

6 STA 4+29

INSTALL 8" FLG TEE, (S/E) 2 - 8" MJ X FLG GATE VALVES, AND (N) 8" MJ X FLG ADAPTER.

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

C H

A 2+

- S

MATCHLINE STA 4+50- S

EE SHEET 6

NW 4TH ST

2 3

3 3

DETAIL A

SCALE: 1" = 5'

SEE DETAIL A

8" DI CL 52 WATER MAIN

8" SANITARY MAIN

8.8'

O M

M L

EX GROUND SURFACE

1155 1101

SEE SHEET 10 FOR PLAN & PROFILE

SEE SHEET 9 FOR PLAN & PROFILE

O F

C H

D R

N O

G E

O R

T: LE

T N

Al l i nf or m at io n

M U

D to s ub st an tia te it s va lid ity

T N

O F

R O

N M

N .W

. E

, O R

-3

H E

Y O

F G

W T0

JAAE

3E 1S

1" =2

0' 1"

N E

C T

R O

A 2+

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

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M B

E E

8' 'S

S 8'

'S S

8''SS 8''SS

8''

12''SD

''S

6''W 6''W 6''W 6''W 6''W

4' 'W

6''W 6''W

6''W

6'' W

ASG

GAS

GASGASGASGASGASGASGASGASGASGAS

6'' W

6' 'W

8''

E E

8' 'S

S 8'

'S S

C O

M M

COMM

PI: 4+09.90

PI: 4+19.90 PI

: 6

+6 4.

PI: 7+22.84

PI: 7+42.84

PI: 20+26.69

PI: 20+46.69

8' 'W

4' 'W

8'' W

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

8''W

8'' W

5+00 6+00

7+00

50+0020+00

WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 5'

4+50 5+00 5+50 6+00 6+50 7+00 7+50

SAN MH 6

STA:5+88.83 OFF:11.41R

RIM:404.87

SUMP:394.07

INV IN:394.17

INV OUT:394.07

SAN MH 7

STA:6+73.43 OFF:14.57R

RIM:398.82

SUMP:387.52

INV IN:387.72

INV OUT:387.52

y de s\ w at er

\c ip

\0 p ip el in e re ne w al a nd re pl ac em en t p ro gr am

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\o ve rlo ok

\c ad

\o ve rlo ok

.d w g, P lo tt ed

/1 5/

, B y:

A m y Bu rg i, AN

F U

D (2

INSTALLATION SCHEDULE

1 STA 5+98

INSTALL 8" X 4" FLG TEE, (SE) 8" MJ X FLG GATE VALVE, (SW) 4" MJ X FLG GATE VALVE, AND (NW) 8" MJ X FLG ADAPTER.

2 STA 5+05

STA 5+77

STA 6+83

STA 7+14

INSTALL 1" WATER SERVICE PER STD. DWG. 502. CITY TO STAKE FINAL LOCATION AT

TIME OF CONSTRUCTION.

3 STA 5+41

INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. 501A AND 501C WITH 8" MJ X 6" FLG

TEE. PIPE WILL BE DISINFECTED ABOVE GROUND PER AWWA C651.

4 STA 6+64

STA 7+23

INSTALL 8" MJ 22.5° HORIZONTAL BEND.

5 ABANDON AND REMOVE EXISTING FIRE HYDRANT. RETURN TO CITY OF GRESHAM

OPERATIONS.

6 INSTALL INLET PROTECTION PER SECTION EPSC-8A OF THE EPSC MANUAL.

7 REMOVE EXISTING WATER VALVE CANS.

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

C H

A 4+

- S

MATCHLINE STA 7+50- SEE SHEET 7

NW 3RD ST

N W

4TH

2 3

C E

EX GROUND SURFACE

2" C

O N

C R

R M

8" DI CL 52 WATER MAIN

8" SANITARY MAIN

1060 286

6" MIN.

SEE SHEET 11 FOR PLAN & PROFILE

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

O F

C H

D R

N O

G E

O R

T: LE

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Al l i nf or m at io n

M U

D to s ub st an tia te it s va lid ity

T N

O F

R O

N M

N .W

. E

, O R

-3

H E

Y O

F G

W T0

JAAE

3E 1S

1" =2

0' 1"

N E

C T

R O

A 4+

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OREGON

CAB

8''SS 8''SS 8''SS 8''SS 8''SS

8''SS 8''SS

8''SS 8''SS 8''SS 8''SS 8''SS 8''SS

12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD

12''SD

6''W 6''W 6''W 6''W

6''W 6''W

6''W

6''W 6''W

6''W

GAS

GASGASGASGASGASGAS

GASGASGAS

: 7

+4 2.

: 9

+5 6.

PI: 10+78.82

PI: 10+95.79

: 1

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

8''W 8''W

8+00 9+00 10+00

11+00

WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 5'

7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50

SAN MH 9

STA:11+15.78 OFF:7.73R

RIM:370.92

SUMP:358.92

INV IN:359.02

INV OUT:358.92

SAN MH 8

STA:8+61.47 OFF:10.02L

RIM:382.12

SUMP:371.52

INV IN:371.62

INV OUT:371.52

y de s\ w at er

\c ip

\0 p ip el in e re ne w al a nd re pl ac em en t p ro gr am

\2 w at er lin e re pl ac em en t p ro je ct \d es ig n\ sit e de sig ns

\o ve rlo ok

\c ad

\o ve rlo ok

.d w g, P lo tt ed

/1 5/

, B y:

A m y Bu rg i, AN

F U

D (2

INSTALLATION SCHEDULE

1 STA 7+75

STA 8+01

STA 8+46

STA 8+80

STA 9+14

STA 9+66

STA 9+98

STA 10+35

STA 10+64

STA 11+20

STA 11+41

INSTALL 1" WATER SERVICE PER STD. DWG. 502. CITY TO STAKE FINAL LOCATION AT TIME OF

CONSTRUCTION.

2 STA 8+85

INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. 501A AND 501C WITH 8" X 6" FLG TEE, (W) 8" MJ X FLG GATE VALVE, AND (E) 8" MJ X FLG ADAPTER. PIPE WILL BE DISINFECTED ABOVE GROUND PER

AWWA C651.

3 STA 10+79

STA 10+96

INSTALL 8" MJ 45° HORIZONTAL BEND.

4 INSTALL INLET PROTECTION PER SECTION EPSC-8A OF THE EPSC MANUAL.

5 REMOVE EXISTING WATER VALVE CANS.

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

C H

A 7+

- S

ATC

LIN

E STA 11+50- SEE SH

EET 8

NW 3RD ST

1 1 1

EX GROUND SURFACE

8" DI CL 52 WATER MAIN

8" SANITARY MAIN

C E

2" C

O N

C R

R M

O M

M L

C E

945 915 895

1000 980

6" MIN.

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

O F

C H

D R

N O

G E

O R

T: LE

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T N

O F

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N M

N .W

. E

, O R

-3

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F G

W T0

JAAE

3E 1S

1" =2

0' 1"

N E

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R O

A 7+

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MB C

PB C

SS SS

8''SS8''SS

8''SS 8''SS

8''SS 8''SS 8''SS

8''SS

8''SS 8''SS 8''SS 8''SS

EEEEE

E E

12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD

6''W 6''W

6''W 6''W 6''W

GASGASGASGASGASGASGASGASGASGASGAS GAS

GASGAS

GAS

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

12+00 13+00 14+00 14+96

WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 5'

11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+84

SAN MH 10

STA:14+68.05 OFF:6.28R

RIM:359.84

SUMP:349.24

INV IN:351.24

INV OUT:349.24

y de s\ w at er

\c ip

\0 p ip el in e re ne w al a nd re pl ac em en t p ro gr am

\2 w at er lin e re pl ac em en t p ro je ct \d es ig n\ sit e de sig ns

\o ve rlo ok

\c ad

\o ve rlo ok

.d w g, P lo tt ed

/1 5/

, B y:

A m y Bu rg i, AN

F U

D (2

INSTALLATION SCHEDULE

1 STA 11+89

STA 12+14

STA 12+58

STA 12+87

STA 13+33

STA 13+64

STA 14+04

STA 14+64

INSTALL 1" WATER SERVICE PER STD. DWG. 502. CITY TO STAKE FINAL LOCATION AT TIME OF CONSTRUCTION.

2 STA 12+21

INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. 501A AND 501C WITH 8" MJ X 6" FLG TEE. PIPE WILL BE

DISINFECTED ABOVE GROUND PER AWWA C651.

3 STA 12+21

CONTRACTOR TO INSTALL TEMPORARY 4" BLOWOFF ASSEMBLY PER STD. DWG. 506C FOR FILLING, FLUSHING, AND TESTING OF NEW WATER FACILITIES. AFTER THE NEW WATERLINE HAS BEEN TESTED AND ACCEPTED BY CITY INSPECTOR, CONTRACTOR SHALL REMOVE TEMPORARY BLOWOFF ASSEMBLY AND MAKE FINAL CONNECTION USING ±12 LF OF 8" DI CL 52 PIPE, 8" MJ SLEEVES, 8" MJ GATE VALVE, AND 8" MJ FOSTER ADAPTER.

SANITIZE ALL PIPE FITTINGS DURING FINAL CONNECTION USING SWABBING METHOD.

4 ABANDON EXISTING 6" CI PIPE W/ 6" MJ CAP

5 REMOVE EXISTING WATER VALVE CANS.

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

C H

+5 0-

S H

NW 3RD ST

1 1 1 1

C E

EX GROUND SURFACE

8" DI CL 52 WATER MAIN

8" SANITARY MAIN

845 835 795 755 735

840 820

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

O F

C H

D R

N O

G E

O R

T: LE

T N

Al l i nf or m at io n

M U

D to s ub st an tia te it s va lid ity

T N

O F

R O

N M

N .W

. E

, O R

-3

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Y O

F G

W T0

JAAE

3E 1S

1" =2

0' 1"

N E

C T

R O

- 1 5+

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CPB

6''W 6''W

6''W

GAS

G co co

6''W

6''W6''W 6''W 6''W 6''W 6''W

8'' W

6''W

8''SS

EEEEEEEE

8''SS 8''SS

E E

8''SS 8''SS 8''SS 8''SS

8''SS

E E

COMM

C O

M M

COMMCOMM

C O

M M

C O

M M

GASGAS

GAS

GASGASGAS

GAS

COM

M M

COMM

: 2

8''W 8''W 8''W 8''W 8''W 8''W

8''W

8''W 8''W

20+00 21+00 21+84

WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 5'

20+00 20+50 21+00 21+50 21+84

SAN MH 3

STA:20+21.90 OFF:8.22L

RIM:405.39

SUMP:395.29

INV IN:395.39

INV OUT:395.29

y de s\ w at er

\c ip

\0 p ip el in e re ne w al a nd re pl ac em en t p ro gr am

\2 w at er lin e re pl ac em en t p ro je ct \d es ig n\ sit e de sig ns

\o ve rlo ok

\c ad

\o ve rlo ok

.d w g, P lo tt ed

/1 5/

, B y:

A m y Bu rg i, AN

F U

D (2

INSTALLATION SCHEDULE

1 STA 20+65

STA 20+82

STA 21+38

INSTALL 1" WATER SERVICE PER STD. DWG. 502. CITY TO STAKE FINAL LOCATION AT

TIME OF CONSTRUCTION.

2 STA 21+84

CONTRACTOR TO INSTALL TEMPORARY 4" BLOWOFF ASSEMBLY PER STD. DWG. 506B FOR FILLING, FLUSHING, AND TESTING OF NEW WATER FACILITIES. AFTER THE NEW WATERLINE HAS BEEN TESTED AND ACCEPTED BY CITY INSPECTOR, CONTRACTOR SHALL REMOVE TEMPORARY BLOWOFF ASSEMBLY AND MAKE FINAL CONNECTION TO EXISTING 8" GATE VALVE USING ±7 LF OF 8" DI CL 52 PIPE AND 8" MJ 45° HORIZONTAL BEND. SANITIZE ALL PIPE FITTINGS DURING FINAL CONNECTION USING SWABBING METHOD.

3 ABANDON EXISTING 6" CI PIPE W/ 6" MJ CAP

4 REMOVE EXISTING WATER VALVE CANS.

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

NW 4TH ST

1 1

O M

M L

O M

M L

O M

M L

EX GROUND SURFACE

8" DI CL 52 WATER MAIN

8" SANITARY MAIN

1101 477

VERLO

OK A

N W

D S

5.8'

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

O F

C H

D R

N O

G E

O R

T: LE

T N

Al l i nf or m at io n

M U

D to s ub st an tia te it s va lid ity

T N

O F

R O

N M

N .W

. E

, O R

-3

H E

Y O

F G

W T0

JAAE

3E 1S

1" =2

0' 1"

N E

C T

R O

- 2 1+

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CPB

2''W 2''W 2''W 2''W

6''W 6''W

6''SS 6''SS 6''SS

8''SS

GAS

6''W C

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COMM

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C O

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4''W 4''W 4''W 4''W 4''W 4''W

8''W 8''W

8''W

40+00

41+00 41+40

WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 5'

40+00 40+50 41+00 41+40

SAN MH 2

STA:40+08.80 OFF:14.21L

RIM:408.29

SUMP:401.69

INV IN:401.79

INV OUT:401.69

SAN MH 1

STA:41+19.97 OFF:13.42L

RIM:409.04

SUMP:402.51

INV OUT:402.51

y de s\ w at er

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INSTALLATION SCHEDULE

1 STA 41+21

STA 41+35

INSTALL 1" WATER SERVICE PER STD. DWG. 502. CITY TO STAKE FINAL LOCATION AT

TIME OF CONSTRUCTION.

2 STA 41+40

CONTRACTOR TO INSTALL PERMANENT 2" BLOWOFF ASSEMBLY PER STD. DWG. 506A.

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

NW FLORENCE CT

C E

EX GROUND SURFACE

8" DI CL 52 WATER MAIN

8" SANITARY MAIN

13.2'

4501155

1.5' MIN.

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

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1" =2

0' 1"

N E

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C co

GAS GAS GAS GAS GAS

E E

8''SS 8''SS

E E E E E

E E E

8''SS 8''SS 8''SS 8''SS 8''SS

8''SS

12''SD

6''W 6''W

4''W 4''W

4''W 4''W 4''W 4''W

6''W

GAS GAS

GASGASGAS GAS

PI: 6+64.22

4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W

8''W 8''W

6+ 0052+60

50+00

51+0052+00

WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 5'

50+0050+5051+0051+5052+0052+5052+70

SAN CLEANOUT

STA:52+39.09 OFF:9.12R

RIM:407.48

SUMP:395.03

INV OUT:395.03

SAN MH 6

STA:50+11.41 OFF:8.80R

RIM:404.87

SUMP:394.07

INV IN:394.17

INV OUT:394.07

y de s\ w at er

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INSTALLATION SCHEDULE

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

NW OVERLOOK CT

1 STA 50+75

STA 51+43

STA 51+60

STA 52+30

STA 52+43

STA 52+53

STA 52+55

INSTALL 1" WATER SERVICE PER STD. DWG. 502. CITY TO STAKE FINAL LOCATION AT

TIME OF CONSTRUCTION.

2 STA 52+60

CONTRACTOR TO INSTALL PERMANENT 2" BLOWOFF ASSEMBLY PER STD. DWG. 506A.

2" C

O N

C R

R M

EX GROUND SURFACE

8" DI CL 52 WATER MAIN

8" SANITARY MAIN

6" MIN.

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

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1" =2

0' 1"

N E

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K C

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SITE 2 SHEET LAYOUT MAP

1" = 30'

SHEET 4

SHEET 5

E PO

ELL BLVD

SE 3RD ST

N E

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1" =3

0' N

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8''W8''W

12''SD

12''SD 12''SD

12''SD

COMM

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COMM

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12''W 12''W

''W

GAS

0+00 1+00 2+00 3+00

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 2'

0+00 0+50 1+00 1+50 2+00 2+50 3+00

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INSTALLATION SCHEDULE

1 STA 0+00

INSTALL 12" X 8" WET TAP UNIT, THRUST BLOCK, ±5 LF OF 8" DI CL 52 PIPE. CITY

OF GRESHAM WATER STAFF TO PROVIDE TAPPING SADDLE, 8" GATE VALVE, AND

PERFORM TAPPING OF THE EXISTING WAER MAIN. CONTRACTOR WILL

EXCAVATE, INSTALL THRUST BLOCKING, AND MAKE FINAL CONNECTIONS TO THE

PROVIDED VALVE.

2 STA 0+63

INSTALL 11.25° VERTICAL BEND. CONTROLLED LOW-STRENGTH MATERIAL (CLSM)

SHALL BE USED IN PLACE OF STANDARD BACKFILL MATERIAL. WHERE CLSM IS

PLACED DIRECTLY AROUND WATERLINE, POLYETHYLENE ENCASEMENT IS

REQUIRED AROUND ALL WATERLINE AND FITTINGS. SEE SECTION 206.03.16D

CONTROLLED LOW-STRENGTH MATERIAL IN THE GRESHAM PWS.

3 STA 0+80

INSTALL TEMPORARY 4" BLOWOFF ASSEMBLY PER STD. DWG. 506C FOR

FILLING, FLUSHING, AND TESTING OF NEW WATER FACILITIES. AFTER SYSTEM

HAS BEEN TESTED AND ACCEPTED BY CITY INSPECTOR, REMOVE TEMPORARY

BLOWOFF ASSEMBLY AND CONNECT TO NEW 8" DI PIPE W/ 8" MJ SLEEVES.

4 INSTALL INLET PROTECTION PER SECTION EPSC-8A OF THE EPSC MANUAL.

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

SE 3RD ST

1912-1940

O M

M L

" C O

N C

O R

2" C

O N

C R

R M

8" DI CL 52 WATER MAIN

EX GROUND SURFACE

5° V

6" MIN.

ATC

LIN

E STA 3+00- SEE SH

EET 14

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0' 1"

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- S

- 3 +0

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

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8''W

12''SD

6''SS

8''SS

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M M

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M M

GASGASGASGASGASGASGASGASGASGASGAS

GAS

GASGASGASGASGASGAS

E C

E E E E E E E E E E E E E

E E E

COMM

C O

M M

COMM

8''W 8''W

5+50 3+00 4+00 5+00

8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W

WATERLINE PROFILE

H SCALE:1" = 20'

V SCALE: 1" = 2'

3+00 3+50 4+00 4+50 5+00 5+50

y de s\ w at er

\c ip

\0 p ip el in e re ne w al a nd re pl ac em en t p ro gr am

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INSTALLATION SCHEDULE

1 STA 3+50

INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. 501A AND 501C WITH 8" MJ X 6" FLG

TEE. SIDEWALK WIDTH SHALL MEET ALL APPLICABLE ADA REGULATIONS.

2 STA 5+34

INSTALL 2" WATER SERVICE PER STD. DWG. 503. CITY TO STAKE FINAL LOCATION AT

TIME OF CONSTRUCTION.

3 STA 5+49

INSTALL 1" WATER SERVICE PER STD. DWG. 502. CITY TO STAKE FINAL LOCATION AT

TIME OF CONSTRUCTION.

4 CONTRACTOR TO INSTALL TEMPORARY 4" BLOWOFF ASSEMBLY PER STD. DWG. 506C

FOR FILLING, FLUSHING, AND TESTING OF NEW WATER FACILITIES. AFTER THE NEW

INTERMEDIATE WATERLINE HAS BEEN TESTED AND ACCEPTED BY CITY INSPECTOR,

CONTRACTOR SHALL REMOVE TEMPORARY BLOWOFF ASSEMBLY AND MAKE FINAL

CONNECTION TO EXISTING GATE VALVE USING ±15 LF 8" DI CL 52 PIPE AND 8" MJ X FLG

11.25° HORIZONTAL BEND. SANITIZE ALL PIPE FITTINGS DURING FINAL CONNECTION

USING SWABBING METHOD.

5 ABANDON EXISTING 8" DI PIPE W/ 8" MJ CAP AND PLUG.

6 INSTALL INLET PROTECTION PER SECTION EPSC-8A OF THE EPSC MANUAL.

7 REMOVE EXISTING WATER VALVE CANS.

8 ABANDON AND REMOVE EXISTING FIRE HYDRANT. RETURN TO OPS.

SURFACE RESTORATION SCHEDULE:

CONTRACTOR SHALL CONSTRUCT ALL FINAL TRENCH SURFACE RESTORATION PER STD.

DWG. NO. 639.

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020' 20' 40'

20'

80'10'

SE 3RD ST

2330 2181

O M

M L

O M

M L

8" DI CL 52 WATER MAIN

EX GROUND SURFACE

C H

A 3+

- S

4' MIN.

5' MIN.

MECHANICALLY RESTRAIN ALL PIPE AND FITTINGS

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 30, 2026.