1-Valley Ave Water System Improvements - Plan Set.pdf

PDF 29 MB Posted Mar 18, 2026

Attached to: Valley Ave - Water System Improvements
Solicitation number: CIP 25-05
Issued by: Pierce County, Upper Elochoman CDP, Washington

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Written by GovTribe AI · Mar 18, 2026

Valley Ave Water System Improvements - Plan Set Summary

This is a construction plan set for the City of Sumner's Valley Ave Water System Improvements project (CIP 25-05), a municipal water infrastructure upgrade in Sumner, Washington. The project encompasses the installation of approximately 12-inch and 8-inch diameter water mains with steel casing pipes at multiple street crossings, abandonment of existing small-diameter water mains (4-inch, 6-inch, and asbestos-cement pipes), relocation and reconnection of existing water meters and service connections to an existing 12-inch water main, and removal and replacement of three fire hydrant assemblies. The scope of work includes water main crossings at Gault Street and Gary Street, with service connections installed via trenchless construction methods using 1-inch, 200 PSI polyethylene pipe within 2-inch Schedule 40 PVC sleeves. Additional work consists of stormwater infrastructure upgrades, including approximately 55 linear feet of new 12-inch diameter pipe connecting existing catch basins, and construction of two ADA-compliant curb ramps at the intersection of Valley Avenue and Gary Street with detectable warning surfaces. The project is located along Valley Avenue between SR 410 and Riverside Drive, with estimated water main lengths ranging from 28 to 95 linear feet across nine alignment sections.

The plan set, approved by the City Engineer on March 13, 2026, includes 15 detailed sheets with site plans, profiles, standard details, and connection specifications. Work is anticipated to occur during both daytime and nighttime hours, with all work on Valley Avenue requiring one-lane closures only between 9:00 PM and 5:00 AM. The contractor must obtain a preconstruction conference and provide 48 hours advance notice prior to work commencement. All work shall comply with WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (2025 Edition) and City of Sumner standards. The contractor bears full responsibility for locating all existing utilities, protecting adjacent properties and above-ground facilities, controlling fugitive dust, implementing erosion control measures, and restoring all disturbed surfaces including asphalt, concrete, vegetation, and landscaping to match existing conditions and grades. The City will provide and install water meters, coordinate meter locations, and obtain certain required permits, while the contractor is responsible for traffic control plans, WSDOT right-of-way permits, and all other construction permits.

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CALL 48 HOURS BEFORE YOU DIG

ONE CALL 811

REPORT ALL SPILLS

DEPT. OF ECOLOGY 1-800-258-5990

CONTACT AGENCY PHONE

CLAYTON POSEY, P.E. (PROJECT MANAGER) RH2 ENGINEERING (253) 797-7632

JACK ORR (PROJECT ENGINEER) RH2 ENGINEERING (253) 327-1525

THI LE (PROJECT MANAGER) CITY OF SUMNER (253) 229-5718

24 HOUR EMERGENCY (WATER/SEWER/STORM) CITY OF SUMNER (253) 299-5740

24 HOUR EMERGENCY (POWER/GAS) PUGET SOUND ENERGY (888) 225-5773

24 HOUR EMERGENCY (FIBER OPTIC) COMCAST (800) 934-6489

X X##

THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO

REFER THE READER BETWEEN THE SECTION/DETAIL AND THE PLAN FROM WHICH IT IS

REFERENCED.

REFERENCE BUBBLES

PLAN REFERENCE BUBBLE - REFERS READER BACK TO THE PLAN

FROM WHICH THE DETAIL OR SECTION ORIGINATED.

DETAIL/SECTION REFERENCE BUBBLE - REFERS READER TO THE

DRAWING ON WHICH THE DETAIL OR SECTION IS LOCATED.

WHERE, X = SECTION/DETAIL REFERENCE ID*

= DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES.

*SECTION/DETAIL REFERENCE ID CONVENTIONS:

SECTIONS OR ELEVATIONS SHOULD HAVE A LETTER REFERENCE ID (A - ZZ) AND

DETAILS SHOULD HAVE A NUMERICAL REFERENCE ID (0 - 999)

AC ASBESTOS CEMENT

CB CATCH BASIN

CL CENTERLINE

CONC CONCRETE

CPEP CORRUGATED POLYETHYLENE PIPE

CSBC CRUSHED SURFACING BASE COURSE

CSTC CRUSHED SURFACING TOP COURSE

DIAM DIAMETER

DI DUCTILE IRON

DWG DRAWING

E EASTING

ELEV ELEVATION

EOP EDGE OF PAVEMENT

EX EXISTING

HMA HOT MIXED ASPHALT

L LEFT

LT LEFT

LF LINEAR FEET

N NORTHING

PE POLYETHYLENE

PROP PROPOSED

PVC POLYVINYL CHLORIDE

R RIGHT

RT RIGHT

ROW RIGHT-OF-WAY

SPEC SPECIFICATIONS

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STORM

STA STATION LINE

STD STANDARD

STL STEEL

TYP TYPICAL

W WATER

25-0182

DRAWING INDEX SECTION AND DETAIL REFERENCESPROJECT VICINITY MAP

ABBREVIATIONS

CONTACT PERSONNEL

PROJECT LOCATION

GAULT ST

GARY ST

74TH ST E

RIVERSIDE DR E

V A

Y A

V E

SR 410

Sheet No. Sheet Title Dwg No.

01 COVER COV

02 GENERAL NOTES G01

03 SOUTH VALLEY WATER IMPROVEMENTS C01

04 NORTH VALLEY WATER IMPROVEMENTS C02

05 WATER IMPROVEMENT PROFILES C03

06 PEDESTRIAN CROSSWALK PREPARATION C04

07 PEDESTRIAN CROSSWALK DETAILS - SW CORNER C05

08 PEDESTRIAN CROSSWALK DETAILS - NW CORNER C06

09 PEDESTRIAN CROSSING IMPROVEMENTS C07

10 STANDARD DETAILS 1 D01

11 STANDARD DETAILS 2 D02

12 CONNECTION AND ABANDONMENT DETAILS 1 D03

13 CONNECTION AND ABANDONMENT DETAILS 2 D04

14 CONNECTION AND ABANDONMENT DETAILS 3 D05

15 CIVIL DETAILS D06

CITY OF SUMNER CIP 25-05

VALLEY AVE WATER SYSTEM IMPROVEMENTS

CITY OF SUMNER CIP 25-05

VALLEY AVE WATER SYSTEM IMPROVEMENTS

PROJECT DESCRIPTION

WATER IMPROVEMENTS FOR THIS PROJECT INCLUDE THE ABANDONMENT OF EXISTING SMALL-DIAMETER WATER MAINS, RELOCATION OF EXISTING METERS AND EXISTING SERVICE CONNECTIONS TO AN EXISTING 12-INCH WATER MAIN, AND INSTALLATION OF NEW WATER MAIN CROSSINGS AT GAULT STREET

AND GARY STREET. ADDITIONAL WORK INCLUDES UPGRADES TO EXISTING STORMWATER

INFRASTRUCTURE AND CONSTRUCTION OF TWO NEW ADA-COMPLIANT CURB RAMPS AT GARY STREET.

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

ENGINEER.

BY:

WATER MAIN

DOMESTIC WATER SERVICE

TRENCHLESS SERVICE LIMITS

CASING SLEEVE

FIRE HYDRANT

WATER METER

THRUST BLOCK

WATER VALVE

FLANGED FITTING

MECHANICAL JOINT FITTING

RESTRAINED JOINT FITTING

CAP

AIR/COMBINATION VALVE

TAPPING TEE ASSEMBLY

CONNECTION TO EXISTING

WATER MAIN

SAWCUT LINE

ASPHALT REMOVAL AREA

CONCRETE REMOVAL

VEGETATION REMOVAL/HYDROSEED

RESTORATION AREA

GRAVEL REMOVAL/RESTORATION

AREA

SILT FENCE

INLET PROTECTION

UTILITY TO BE REMOVED

UTILITY ABANDONMENT LIMITS

WATER METER TO BE REMOVED

FIRE HYDRANT TO BE REMOVED

VALVE TO BE REMOVED

DEMOLITION

SIDEWALK CURB/PEDESTRIAN EDGE

COMMERCIAL HMA

SIDEWALK

DETECTABLE WARNING/LANDING

PEDESTRIAN RAMP AREA

STORMWATER PIPE

SIGN W/ POST

TRAFFIC ARROW

STOP BAR

CROSSWALK BAR

ROADWAY

UNDERGROUND TELEPHONE

UNDERGROUND FIBER OPTICS

NATURAL GAS

UNDERGROUND POWER

SANITARY SEWER

STORM DRAIN LINE

WATER LINE

MAJOR CONTOUR

MINOR CONTOUR

ROADWAY CURB

FENCE

ROADWAY MARKINGS

RIGHT OF WAY LINE (SUMNER)

RIGHT OF WAY LINE (WSDOT)

PROPERTY LINE

ROADWAY CENTERLINE

ROADWAY ASPHALT AREA

LANDSCAPING (SOD, PLANTINGS)

SIDEWALK CONCRETE

TREE

SHRUB

MAILBOX

SIGNAL POLE

STREET LIGHT ASSEMBLY

TELEPHONE VAULT

POWER POLE

POWER GUY ANCHOR

POWER JUNCTION BOX

POWER METER

NATURAL GAS VALVE

WATER METER

FIRE HYDRANT (2 PORT)

WATER GATE VALVE

CATCH BASIN (ROUND)

CATCH BASIN (RECTANGULAR)

UNKNOWN UTILITY CABINET

SANITARY SEWER MANHOLE

BENCH MARK

MONUMENT

MAG NAIL CONTROL POINT

HUB TACK

SINGLE POST SIGN

DOUBLE POST SIGN

1. ALL WORKMANSHIP, CONSTRUCTION AND MATERIALS SHALL BE PERFORMED OR SUPPLIED IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, PLANS, CITY OF SUMNER (CITY) STANDARD DETAILS, AND THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2025 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION, WHICH IS HEREINAFTER REFERRED TO AS THE STANDARD

SPECIFICATIONS.

2. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO CONSTRUCTION, AND 48 HOURS ADVANCE NOTIFICATION PRIOR TO

ACTUAL START OF WORK IS REQUIRED.

3. THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS AND ACQUIRE CITY AND WSDOT ROW PERMITS.

4. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A FIELD SURVEY BY KPG

PSOMAS AND WSDOT, RECORD DRAWINGS, AND FIELD RECONNAISSANCE BY RH2 ENGINEERING.

5. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS BUT HAVE NOT BEEN EXPOSED AND MEASURED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK TO AVOID DAMAGE OR DISTURBANCE, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE PLANS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK.

6. THE CONTRACTOR SHALL PROTECT BUILDINGS, FENCES, APPURTENANCES, ABOVE GROUND UTILITIES, AND OTHER PROPERTY ADJACENT TO ALL CONSTRUCTION AREAS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ALL DAMAGE

CAUSED BY CONSTRUCTION ACTIVITIES.

7. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY AIR QUALITY STANDARDS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING ALL FUGITIVE DUST THAT MAY BE GENERATED BY THE CONSTRUCTION PROJECT.

8. THE CONTRACTOR SHALL CONTAIN WORK TO WITHIN RIGHT-OF-WAY OR THE CONSTRUCTION LIMITS AS ILLUSTRATED IN THE

PLANS.

9. THE CONTRACTOR SHALL SECURE NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. THE CITY WILL OBTAIN SOME OF THE REQUIRED PERMITS. SEE SPECIAL PROVISIONS FOR FURTHER INFORMATION REGARDING PERMITS.

10. ONSITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE IN PLACE PRIOR TO CONSTRUCTION. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE BY THE CITY SHALL BE CORRECTED BY THE CONTRACTOR. UPON FINAL ACCEPTANCE BY THE CITY, OR AS OTHERWISE DIRECTED BY THE ENGINEER, THE CONTRACTOR

SHALL REMOVE ALL TEMPORARY, NON-DEGRADABLE EROSION CONTROL MEASURES.

11. ANY REVISIONS TO PLANS MUST BE MADE BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO ANY IMPLEMENTATION IN

THE FIELD.

12. ALL PAVEMENT MARKINGS AND SIGNING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD.

13. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

14. WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING, THE CONTRACTOR SHALL SAW CUT OR OVERLAY AND FEATHER NEW PAVEMENT TO PROVIDE A SMOOTH TRANSITION FROM EXISTING TO PROPOSED PAVING. APPLICATION OF A THIN

TACK COAT OF EMULSIFIED ASPHALT SHALL BE APPLIED TO INSURE PROPER BONDING.

15. THE COMPLETED SURFACE OF ALL COURSES SHALL BE OF UNIFORM TEXTURE, SMOOTH, UNIFORM AS TO CROWN AND GRADE, AND FREE FROM DEFECTS OF ALL KINDS. THE COMPLETED SURFACE OF THE WEARING COURSE SHALL NOT VARY MORE THAN 1/8 INCH FROM THE LOWER EDGE OF A 10-FOOT STRAIGHTEDGE PLACED ON THE SURFACE PARALLEL TO THE CENTERLINE. THE TRANSVERSE SLOPE OF THE COMPLETED SURFACE OF THE WEARING COURSE SHALL VARY NOT MORE THAN 1/4 INCH IN 10-

FEET FROM THE RATE OF TRANSVERSE SLOPE SHOWN ON THE PLANS.

16. MATERIALS SAMPLING AND TESTING SHALL BE AT A FREQUENCY AND MAGNITUDE AS SPECIFIED IN THE STANDARD SPECIFICATIONS OR DETERMINED BY THE ENGINEER. A PRIVATE AND INDEPENDENT TESTING LABORATORY SHALL PERFORM TESTING AND SAMPLING. CERTIFIED TEST REPORTS SHALL BE FURNISHED FOR ALL TESTS PERFORMED BY PRIVATE TESTING

LABORATORIES. THE CITY WILL BE RESPONSIBLE FOR ACCEPTANCE TESTING.

PROPOSEDEXISTING

GENERAL NOTES LEGEND

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

G01 02 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

NOTES:

1. THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR CIVIL ENGINEERING DESIGN.

THIS IS NOT A BOUNDARY SURVEY. SOURCES OF BOUNDARY INFORMATION AS SHOWN

INCLUDE FIELD-TIED MONUMENTATION, PLATS, COUNTY RECORDS OF SURVEY, AND

AUDITOR INDEXING INFORMATION.

2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE

TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS-BUILT PLANS AND ARE SHOWN IN AN

APPROXIMATE WAY ONLY.

3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES

BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND

ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR’S FAILURE TO

EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR

SUBSURFACE EXPLORATION. CALL 1-800-424-5555.

4. FIELD SURVEY: KPG PSOMAS, JUNE 2025.

LICENSEE: MICHAEL R. BOWEN, P.L.S. NO. 29294 / BRYAN R. SHAW, P.L.S. NO. 49290.

5. CONTOUR INTERVAL = 1 FOOT; ±0.5 FOOT PER NATIONAL MAPPING STANDARDS.

CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS.

6. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER

OF LID.

7. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED

AND ARE APPROXIMATE.

8. DUCTS ARE NOTED AS INDICATED IN THE FIELD BY UTILITY LOCATORS.

MULTIPLE LINES AND/OR UTILITIES MAY SHARE DUCT RUNS; THIS MAY NOT BE SHOWN IN

THE DRAWING.

HORIZONTAL DATUM:

NAD83/11

VERTICAL DATUM:

NAVD88

HORIZONTAL AND VERTICAL DATUMS ESTABLISHED BY RTK GPS OBSERVATION UTILIZING WSRN

(WASHINGTON STATE REFERENCE NETWORK) WITH CHECKS TO WSDOT CONTROL POINTS

GP27162-84 AND BM27410-6.

SURVEY NOTES

PT # DESCRIPTION NORTHING EASTING ELEVATION (FT)

3 SPIKE 683842.62 1210487.62 76.06

5 SPIKE 684553.42 1210546.35 75.86

104 MAG-FL 683629.85 1211162.11 74.6

105 SPIKE 684535.49 1210545.43 75.83

106 SPIKE 684514.22 1211160.7 72.34

108 MAG-FL 682147.93 1210502.41 80.87

109 MAG-FL 681982.03 1211052.41 80.9

200 SPIKE 684471.51 1210489.05 76.18

201 SPIKE 684268.42 1210509.66 81.5

202 SPIKE 683110.98 1210529.92 81.5

203 SPIKE 684001.97 1210541.58 75.98

204 MAG-FL 684520.17 1210600 76.47

205 HT 682054.85 1210471.55 79.83

206 MAG-FL 682428.18 1210437.46 79.95

207 MAG-FL 682915.33 1210436.86 79.83

208 MAG-FL 681923.25 1210453.89 80.95

209 HT 683252.86 1210472.69 77.87

THE CLASSIFICATIONS FOR SUBSURFACE UTILITIES ARE OUTLINED AND EXPLAINED IN THE FOLLOWING LIST:

UTILITY QUALITY LEVEL A. - PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL

EXPOSURE OF (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND

SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT.

UNLESS OTHERWISE NOTED, QUALITY LEVEL A IS ONLY APPLICABLE AT POTHOLED

LOCATIONS ON THE PLANS. AT ALL OTHER AREAS, THE UTILITY SHOULD BE ASSUMED TO BE

QUALITY LEVEL B.

UTILITY QUALITY LEVEL B. - INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE

GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL

POSITION OF SUBSURFACE UTILITIES.

UTILITY QUALITY LEVEL C. - INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY

FEATURES

UTILITY QUALITY LEVEL D. - INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS

NOTE: THE USE OF THE LINE TYPES PROVIDED ABOVE WAS A PRIMARY METHOD FOR INDICATING THE ACCURACY OF THE UTILITIES SHOWN WITHIN THESE PLANS. WHEN THE SOURCE OF THE INFORMATION WAS UNKNOWN OR THE METHOD FOR

LOCATING THE UTILITIES WAS UNAVAILABLE, QUALITY LEVEL D WAS USED AS THE DEFAULT.

POTHOLE LOCATION

SUBSURFACE UTILITY LEGEND

G E

N E

R A

L N

SURVEY CONTROL POINTS

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

DT20"(4)

4' CHLK

6' VINYL

5' W O O D

6' W O O D

6' WOOD

5' W

O O D

MAG-FL

MAG

MAG-FL

DT14"

DT6"

FIR8"

BRICK COLUMNS

LS50986

74TH ST E

18" CASING PER

AS-BUILTS

00A0

67A0

00B0

68B0

00C0

72C0

00D0

70D0

00E0

83E0

VALLEY AVE

SR 410

SURFACE DEMOLITION, TYP.

SEE CONSTRUCTION NOTES

THIS SHEET

PROTECT EXISTING 30"

SEWER LINE FROM DAMAGE

DURING CONSTRUCTION

LIMB TREES AS NECESSARY

TO INSTALL FIRE HYDRANT

D06

HYDROSEED RESTORATION

AREA, TYP.

D06

GRAVEL RESTORATION AREA,

TYP.

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

PIPE TO BE ABANDONED,

TYP.

TRENCHLESS SERVICE

INSTALLATION, TYP.

DISCONNECT AND

ABANDON EXISTING

WATER MAIN

D03

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

APPROX 28 LF of 6" DI PIPE

REMOVE AND REPLACE EXISTING

FIRE HYDRANT, AUXILIARY VALVE,

AND HYDRANT RUN PER CITY

STANDARD PLAN W3-15.1

TRENCHLESS SENDING PIT, TYP.

EACH TRENCHLESS INSTALLATION

TRENCHLESS RECEIVING PIT,

TYP. EACH TRENCHLESS

INSTALLATION

N: 682309.95 E: 1210502.27, INSTALL:

FIRE HYDRANT ASSEMBLY PER CITY

STANDARD PLAN W3-15.1

(2) - 12" DI SPOOL (PExPE)

(2) - 12" DI SLEEVE

DISCONNECT AND ABANDON

EXISTING WATER MAIN

D03

REMOVE EXISTING FIRE

HYDRANT AND RETURN TO PWO.

REMOVE HYDRANT RUN AND VALVE,

PROVIDE BLIND FLANGE AT TEE

METER ASSEMBLY TO BE

REMOVED, TYP.

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C01 03 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

S O

V A

Y W

P R

O V

E M

E N

O U

E Y

W A

R O

V E

M E

SITE PLAN

VICINITY MAP

V A

LLE

A V

SR 410

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

CONSTRUCTION NOTES PHASING NOTES

1. TRANSFER SERVICE CONNECTIONS TO

EXISTING 12" DI WATER MAIN.

2. COMPLETE FIRE HYDRANT IMPROVEMENTS.

3. DISCONNECT AND ABANDON EXISTING 4"

WATER MAIN.

· ALL WATER SERVICE CONNECTIONS CROSSING THE ROADWAY SHALL BE INSTALLED USING TRENCHLESS CONSTRUCTION METHODS. SERVICES SHALL CONSIST OF 1-INCH, 200 PSI PE PIPE INSTALLED WITHIN A 2-INCH SCH 40 PVC SLEEVE.

· EXISTING METER BOXES IDENTIFIED TO BE REPLACED SHALL BE REMOVED BY THE CONTRACTOR AND PROPERLY DISPOSED OF. SETTERS, METER BOXES, AND SERVICE CONNECTIONS SHALL BE INSTALLED AT THE LOCATIONS IDENTIFIED ON THE PLANS AND RECONNECTED TO THE EXISTING CUSTOMER SERVICE LINE AT THE CUSTOMER SIDE OF THE EXISTING METER

BOX.

· THE EXISTING CUSTOMER SERVICE LINE MATERIAL AND SIZE IS UNKNOWN. CONTRACTOR SHALL BE PREPARED TO

TRANSITION FROM NEW 1" PE TO WHATEVER SIZE AND MATERIAL IS ENCOUNTERED.

· THE CITY SHALL PROVIDE AND INSTALL THE METERS. CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR TO ANY

SERVICE DISRUPTION.

· THE CITY WILL COORDINATE WITH PROPERTY OWNERS TO OBTAIN TEMPORARY CONSTRUCTION EASEMENTS WHERE

NECESSARY.

· METER LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE CITY SHALL VERIFY FINAL METER LOCATIONS PRIOR TO

INSTALLING NEW METERS.

· THE CONTRACTOR SHALL REMOVE AND REPLACE ALL DISTURBED ASPHALT, CONCRETE, VEGETATION, AND OTHER SURFACES PER CITY OF SUMNER STANDARDS AND DETAILS. MATCH EXISTING GRADES AND SURFACE FINISHES. REMOVE

SIDEWALK TO NEAREST JOINT.

· ALL WORK WITHIN WSDOT ROW ANTICIPATED TO BE NIGHT TIME CONSTRUCTION.

PROTECT FENCE, TYP.

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

CB 1743

RIM 75.83

I.E. 74.0 SW., 12" CMP

CB 1748

RIM 75.05

I.E. 68.4 N., 24" CPP

I.E. 68.3 SW., 24" CPP

CB 1749

RIM 75.13

I.E. 68.0 N., 24" CPP

I.E. 68.2 S., 24" CPP

I.E. 68.7 W., 12" CPP

CB 1832

RIM 74.98

I.E. 68.6 NE., 24" CONC

I.E. 68.5 S., 24" CONC

I.E. 69.8 W., 8" PVC

CB 1838

RIM 75.27

I.E. 68.5 NE., 24" CONC

I.E. 72.1 S., 12" CONC

I.E. 68.4 W., 24" CONC

CB 1851

RIM 75.09

I.E. 69.2 E., 12" CPP

I.E. 70.1 NW., 6" PVC

CB 1861

RIM 75.01

I.E. 68.5 N., 24" CONC

I.E. 70.4 E., 8" CONC

I.E. 68.6 W., 24" CONC

CB 1862

RIM 75.52

I.E. 73.7 N., 12" CMP

I.E. 73.7 NE., 12" CMP

CB (SOLID LID) 1863

RIM 75.46

I.E. 73.6 N., 12" CONC

I.E. 73.4 S., 12" CMP

I.E. 73.7 W., 8" CONC

SMH 1831

RIM 75.39

I.E. 72.2 E., 6" PVC

I.E. 72.2 W., 6" PVC

SMH 3473

RIM 75.70

I.E. 71.11 S., 10" AC

(PIPE PER GIS)

SMH 3528

RIM 77.47

I.E.: 73.97 N., 10" AC

(PIPE PER GIS)

CALVARY CHURCH

5' CHLK 3' CHLK

3' CHLK

DUCT

DUCT201

SPIKE

VALLEY AVE

GARY ST E

GARY ST

C 6' WOOD

4' C

4' CHLK 4' CHLK

6' C H

6' W O O D

FENCE CUT

6' WOOD

DUCT

FREEWAY

TRUCKS

PED

XING

STOP

"FREEWAY"

RED WARNING

SIGN

GAULT ST

00F0

95F0

00G0

80G0

00H0

81H0

00I0

62I0

00J0

65J0

SURFACE DEMOLITION, TYP.

SEE CONSTRUCTION NOTES

THIS SHEET

D06

HYDROSEED RESTORATION

AREA, TYP.

TRENCHLESS SERVICE

INSTALLATION, TYP.

PIPE TO BE

ABANDONED, TYP.

CONNECTION TO

EXISTING WATER MAIN

CONNECTION TO

EXISTING WATER MAIN

CONNECTION TO

EXISTING WATER MAIN

D03

TRENCHLESS SENDING PIT,

TYP. EACH TRENCHLESS

INSTALLATION

TRENCHLESS RECEIVING PIT,

TYP. EACH TRENCHLESS

INSTALLATION

APPROX 72 LF of 12" RJ DI PIPE IN 52 LF OF

STEEL CASING PIPE. EXTEND CASING PAST

FIBER OPTIC LINES. SEE CONSTRUCTION

NOTES THIS SHEET APPROX 42 LF of 12" RJ DI PIPE IN

38 LF of STEEL CASING PIPE. SEE

CONSTRUCTION NOTES THIS SHEET

CONNECTION TO EXISTING

WATER MAIN

DISCONNECT AND ABANDON

EXISTING WATER MAIN

D033

D02

D04

D06

METER ASSEMBLY TO BE

REMOVED, TYP.

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

EXISTING WATER MAIN

CONNECTION

D05

D04

N: 683390.53 E: 1210526.27, INSTALL:

FIRE HYDRANT ASSEMBLY PER CITY

STANDARD PLAN W3-15.1

APPROX 4 LF of 6" DI PIPE

D06

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

3/4" WATER METER, INSTALL PER

CITY STANDARD PLAN W3-1

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C02 04 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

N O

V A

Y W

P R

O V

E M

E N

O R

E Y

W A

R O

V E

M E

SITE PLAN

VICINITY MAP

V A

LLE

A V

SR 410

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

CONSTRUCTION NOTESPHASING NOTES

1. TRANSFER SERVICE CONNECTIONS TO

EXISTING 12" DI WATER MAIN.

2. COMPLETE WATER MAIN CROSSINGS AT

VALLEY AVE.

3. DISCONNECT AND ABANDON EXISTING 6" AND

4" WATER MAINS.

4. COMPLETE FIRE HYDRANT IMPROVEMENTS.

BOX.

· THE EXISTING CUSTOMER SERVICE LINE MATERIAL AND SIZE IS UNKNOWN. CONTRACTOR SHALL BE PREPARED TO

TRANSITION FROM NEW 1" PE TO WHATEVER SIZE AND MATERIAL IS ENCOUNTERED.

· THE CITY SHALL PROVIDE AND INSTALL THE METERS. CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR TO ANY

SERVICE DISRUPTION.

· THE CITY WILL COORDINATE WITH PROPERTY OWNERS TO OBTAIN TEMPORARY CONSTRUCTION EASEMENTS WHERE

NECESSARY.

· METER LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE CITY SHALL VERIFY FINAL METER LOCATIONS PRIOR TO

INSTALLING NEW METERS.

· THE CONTRACTOR SHALL REMOVE AND REPLACE ALL DISTURBED ASPHALT, CONCRETE, VEGETATION, AND OTHER SURFACES PER CITY OF SUMNER STANDARDS AND DETAILS. MATCH EXISTING GRADES AND SURFACE FINISHES. REMOVE

SIDEWALK TO NEAREST JOINT.

· WATER MAIN AND CASING CROSSING VALLEY AVE AT GARY ST AND GAULT ST IS ANTICIPATED TO BE NIGHT TIME CONSTRUCTION. ANY WORK ON VALLEY AVE REQUIRING A ONE LANE CLOSURE SHALL OCCUR ONLY BETWEEN THE HOURS

OF 9:00 PM AND 5:00 AM.

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

ALIGNMENT A PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 67 LF

ALIGNMENT B PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 68 LF

ALIGNMENT C PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 72 LF

ALIGNMENT D PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 70 LF

ALIGNMENT E PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 83 LF

S C

W A

. S

S C

W A

. S

S C

W A

. S

S C

W A

. S

S C

W A

. S

PROPOSED SERVICE

LINE

PROPOSED SERVICE

LINE

PROPOSED SERVICE

LINE

PROPOSED SERVICE

LINE

PROPOSED SERVICE

LINE

. W

24" MIN. TYP.

24" MIN. TYP.24" MIN. TYP.24" MIN. TYP.24" MIN. TYP.

ALIGNMENT F PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 95 LF

ALIGNMENT G PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 80 LF

ALIGNMENT H PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 81 LF

ALIGNMENT I PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 62 LF

S C

W A

. S

S C

. S

W A

C A B

. S

W A

PROPOSED SERVICE

LINE

PROPOSED SERVICE

LINE

PROPOSED SERVICE

LINE

. W

PROPOSED WATER MAIN

ALIGNMENT J PROFILE

60'

70'

80'

90'

100'

110'

120'

60'

70'

80'

90'

100'

110'

120'

0 LF 65 LF

W A

S C

PROPOSED CASING

PROPOSED WATER MAIN

PROPOSED CASING

24" MIN. TYP.

12" MIN. TYP.

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C03 05 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

W A

R O

V E

M E

N T

P R

W A

R O

V E

M E

N T

P R

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

CONSTRUCTION NOTES

· MAINTAIN A MINIMUM OF 24 INCHES CLEARANCE BETWEEN

UTILITIES AT TRENCHLESS CROSSINGS.

· MAINTAIN A MINIMUM OF 12 INCHES CLEARANCE BETWEEN

UTILITIES AT OPEN-CUT CROSSINGS.

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

VALLEY AVE

GARY ST

DAILY LORIE A

1933 GARY ST

0420251093

SMITH KATIE H

1936 GARY ST

4085000110

4 1

REMOVE ASPHALT

REMOVE CONCRETE

REMOVE VEGETATION

REMOVE SIGN TEMPORARILY AND REINSTALL

REMOVE CATCH BASIN RIM AND RISERS

REMOVE GUY ANCHOR TEMPORARILY AND REPLACE

(TYP. OF 2), COORDINATE WITH PUD

REMOVE CHAINLINK FENCE (APPROX. 45 LF)

ADJUST VALVE COVER

ADJUST PEDESTAL, COORDINATE WITH PUD

ADJUST MANHOLE RIM PER WSDOT 7-05.3(1)

ADJUST CATCH BASIN RIM PER WSDOT 7-05.3(1)

PROTECT POWER POLE FOUNDATION

PROTECT EXISTING FENCE

PLUG PIPE PER WSDOT 7-08.3(4)

DEMOLITION NOTES

1) EOP AND CONSTRUCTION ALIGNMENTS SHOWN ARE FOR

CONTRACTOR'S CONVENIENCE IN IDENTIFYING IMPROVEMENT

LIMITS.

2) ALL UNDERGROUND UTILITIES WERE OBTAINED FROM SURVEY

DATA, FIELD MEASURES, RECORD DRAWINGS, AND

RECOLLECTION. CONTRACTOR TO POTHOLE AND VERIFY

BEFORE EXCAVATION TO AVOID DAMAGE OR DISTURBANCE.

3) MATCH DRIVEWAYS, CURBS, AND SIDEWALKS TO EXISTING

JOINTS IF ONE EXISTS WITHIN 2' OF MATCH DISTANCE OR

LOCATION SPECIFIED IN PLANS.

4) SAWCUT LIMITS SHOWN ARE MINIMUM EXTENTS OF FINAL

SAWCUT.

5) CONTRACTOR TO PROTECT AND STOCKPILE ANY SIGNAGE

DESIGNATED TO BE REMOVED. REINSTALL SIGNAGE AT THE

DIRECTION OF THE OWNER.

GENERAL NOTES

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C04 06 15

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

P E

D E

C R

O S

S W

P R

E P

A R

O N

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

VALLEY AVE & GARY ST PLAN VIEW

VICINITY MAP

V A

LLE

A V

SR 410

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C04 06 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

NORTH SIDEWALK/CURB REMOVAL EXTENTS

01 02

SOUTH SIDEWALK/CURB REMOVAL EXTENTS

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

EOP - NW CORNER PROFILE

70'

80'

90'

60'

70'

80'

90'

0+00 0+10 0+20 0+30 0+40 0+50 0+55

-0.86% 2.25%1.26% 0.32% -0.97%

. R

C A

H B

C A

H B

00K0

75K0

00N0

STA. 0+00.00N,

EOP - NW CORNER

BEGINNING

N. 683422.59

E. 1210446.23

L=31.56, R=35.39 D=051.087

L=21.71, R=30.24 D=041.130

STA. 0+53.27N,

EOP - NW CORNER END

N. 683454.79 E. 1210482.23

STA. 0+75.00K,

END CONSTRUCTION

ALIGNMENT

N. 683406.83 E. 1210428.72

STA. 0+00.00K,

BEGIN CONSTRUCTION

ALIGNMENT

N. 683405.28 E. 1210503.70

75.61'

NW-01

75.58'

NW-02

75.28'

NW-03

75.20'

NW-04

75.27'

NW-05

75.20'

NW-06

75.71'

NW-07

75.64'

NW-08

5.81%

2.73%

1.3 7%0.18%

7'-8"

5'-2"

13'-4"

11'-1"

5'-0"

5'-3"

5'-1"

4'-4"

ADA RAMP ELEVATION TABLE

POINT

NW-01

NW-02

NW-03

NW-04

NW-05

NW-06

NW-07

NW-08

ELEV.

75.61

75.58

75.28

75.20

75.27

75.20

75.71

75.64

NORTHING

683434.88

683427.62

683436.41

683431.80

683438.75

683435.31

683448.17

683446.57

EASTING

1210459.71

1210462.01

1210464.66

1210468.45

1210468.30

1210472.12

1210474.10

1210479.14

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C05 07 15

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

P E

D E

C R

O S

S W

D E

N W

C O

R N

E R

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

VICINITY MAP

V A

LLE

A V

SR 410

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C05 07 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

RIGHT OF WAY

EXISTING SURFACE

VALLEY & GARY NORTHWEST RAMP

PROPOSED SIDEWALK

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

EOP - SW CORNER PROFILE

70'

80'

90'

60'

70'

80'

90'

0+00 0+10 0+20 0+30 0+40 0+50 0+55

-1.90% -1.22% -3.61% 1.26%

C A

H B

. R

00K0

75K0

STA. 0+75.00K,

END CONSTRUCTION

ALIGNMENT

N. 683406.83

E. 1210428.72

STA. 0+00.00K,

BEGIN CONSTRUCTION

ALIGNMENT

N. 683405.28

E. 1210503.70

52S0

STA. 0+00.00S,

EOP - SW CORNER BEGINING

N. 683363.43 E. 1210481.78

L=47.79, R=31.50 D=086.926

STA. 0+52.39S,

EOP - SW CORNER END

N. 683393.86 E. 1210446.25

76.37'

SW-01

76.31'

SW-02

75.62'

SW-03

75.56'

SW-04

75.55'

SW-05

75.49'

SW-06

75.68'

SW-07

75.62'

SW-08

6.03%

1.1 6%

1.34%

1.5 0%

13'-5"

11'-5"

9'-

"8'- 4"

4'-1 0"

4'-3

4'-6"

ADA RAMP ELEVATION TABLE

POINT

SW-01

SW-02

SW-03

SW-04

SW-05

SW-06

SW-07

SW-08

ELEV.

76.37

76.31

75.62

75.56

75.55

75.49

75.68

75.62

NORTHING

683370.82

683372.33

683380.41

683383.62

683383.14

683386.82

683386.76

683391.08

EASTING

1210474.26

1210478.50

1210468.17

1210471.33

1210464.90

1210467.49

1210457.40

1210458.65

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C06 08 15

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

P E

D E

C R

O S

S W

D E

S W

C O

R N

E R

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

VICINITY MAP

V A

LLE

A V

SR 410

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C06 08 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

RIGHT OF WAY

EXISTING SURFACE

VALLEY & GARY SOUTHWEST RAMP

PROPOSED SIDEWALK

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

VALLEY AVE

GARY ST

DAILY LORIE A

1933 GARY ST

0420251093

SMITH KATIE H

1936 GARY ST

4085000110

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C07 09 15

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

P E

D E

C R

O S

P R

O V

E M

E N

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

VALLEY AVE & GARY ST PLAN VIEW

VICINITY MAP

V A

LLE

A V

SR 410

PROPOSED 12" DI PIPE,

(APPROX. 55 LF)

CONNECT TO EXISTING CATCH BASINS

I.E. 73.0' S.

I.E. 71.9' N.

THERMOPLASTIC TYPE 2SR TRAFFIC ARROW

PER WSDOT STANDARD PLAN M-24.40-02

REINSTALL "STOP" SIGN PER CITY OF

SUMNER STANDARD DETAIL R6-15.1,2

FIELD LOCATE AT OWNERS DIRECTION.

SIDEWALK TRANSITION RAMP

CURB AND GUTTER PER SUMNER

STANDARD DETAIL R6-7, TYP.

SIDEWALK PER SUMNER

STANDARD DETAIL R6-5, TYP.

CURB RAMP AND PEDESTRIAN CURB

PER WSDOT STANDARD PLAN F-40.12-03, TYP.

DETECTABLE WARNING SURFACE/LANDING

PER WSDOT STANDARD PLAN F-45.10-05, TYP.

ROADWAY

PER SUMNER STANDARD DETAIL R6-1.1,

MATCH EXISTING

RESTORE HMA

PER SUMNER STANDARD DETAIL R6-10

RESTORE CONCRETE CURB AND GUTTER

PER SUMNER STANDARD DETAIL R6-7

N: 683394.73 E: 1210456.12

THERMOPLASTIC ROADWAY EDGE LINE

PER WSDOT STANDARD PLAN M-20.10-04,

(APPROX. 10 LF) MATCH EXISTING

Ma r 1

3, Ma r 1

6, SU

-0

-P -C

W G

SHOWN

C07 09 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

REPLACE FENCE, MATCH EXISTING MATERIALS AND

DIMENSIONS (APPROX. 45 LF)

D06

THERMOPLASTIC CROSSWALK

PER CITY OF SUMNER STANDARD DETAIL R6-17

SIDEWALK W/ PLANTER STRIP

PER SUMNER STANDARD DETAIL R6-6

GUTTER PAN

PER WSDOT STANDARD PLAN F-10.16-00, TYP.

RESTORE GUTTER PAN

PER WSDOT STANDARD PLAN F-10.16-00

N: 683418.27 E: 1210456.12

THERMOPLASTIC ROADWAY EDGE LINE

PER WSDOT STANDARD PLAN M-20.10-04,

(APPROX. 10 LF) MATCH EXISTING

HYDROSEED RESTORATION

AREA, TYP.

D06

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

Ma r 1

6, Ma r 1

6, SU

-0

-P -D

W G

SHOWN

D01 10 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

N D

A R

D D

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

Ma r 1

6, Ma r 1

6, SU

-0

-P -D

W G

SHOWN

D02 11 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

N D

A R

D D

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

Ma r 1

6, Ma r 1

6, SU

-0

-P -D

W G

SHOWN

D03 12 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

C O

N N

E C

N A

N D

A B

A N

D O

N M

E N

T D

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

VALLEY AVE CROSSING

CONNECTION

EXISTING 6" AC PIPE

TO BE ABANDONED

EXISTING AC PIPE TO BE

REMOVES AS NECESSARY

TO MAKE CONNECTION

EXISTING 12" DI

PIPE, TYP.

EXISTING 12" DI PIPE TO BE

REMOVED AS NECESSARY

TO MAKE CONNECTION

EXISTING 6" AC PIPE

FINAL CONFIGURATION

C02

EXISTING CONFIGURATION

G A

LT ST

G A

LT ST

VALLEY AVE

FINAL CONFIGURATION

OBLIQUE

12" DI SLEEVE (RJxRJ), TYP. OF 2

12" RJ DI PIPE SLEEVED IN

STEEL CASING PIPE

6" CAP

12" DI PIPE (PExPE), CUT TO

LENGTH NECESSARY TO

MAKE CONNECTION, TYP.

12" DI GATE VALVE (FLxRJ), TYP. OF 3

12" DI 45° BEND (FLxFL)

12"x12" DI TEE (FLxFL) WITH

CONCRETE BLOCKING.

ROTATE DOWNWARDS 45°

FIELD ADJUST PIPE

VERTICALLY TO MEET

EXISTING WATER ON GAULT

STREET

VALLEY AVE

12" DI FLANGE ADAPTOR,

TYP. OF 2

REMOVE EXISTING BEND

6" DI GATE VALVE (RJxRJ) 12"x6" DI REDUCER (RJxRJ)

6" DI PIPE (PExPE), CUT TO

LENGTH NECESSARY TO

MAKE CONNECTION

6" DI SLEEVE (MJXMJ)

ROMAC 501 OR APPROVED EQUAL

EXISTING CONFIGURATION

EXISTING 4" VALVE TO BE

REMOVED

REMOVE EXISTING 4" PIPE

AS NECESSARY

EXISTING 4" CAST IRON PIPE

4" DI BLIND FLANGE WITH

CONCRETE BLOCKING

4" CAP

EXISTING 4" TEE

EXISTING 12" DI PIPE

EXISTING 4" PIPE TO

BE ABANDONED

EXISTING VALVES TO

REMAIN

PROPOSED CONFIGURATION

VALLEY AVE & 74TH ST PIPE

ABANDONMENT DETAIL

C01

EXISTING CONFIGURATION PROPOSED CONFIGURATION

RIVERSIDE PIPE

ABANDONMENT DETAIL

C01

REMOVE EXISTING 12" VALVE

AND PIPE AS NECESSARY

12" DI BLIND FLANGE

WITH CONCRETE

BLOCKING

12" CAP

EXISTING 12" DI PIPE

EXISTING 12" PIPE TO BE

ABANDONED

NOTE:

REFER TO SPECIFICATIONS FOR

GUIDANCE ON REMOVAL AND DISPOSAL

OF ASBESTOS-CONCRETE (AC) PIPE.

INSTALL CASING A MINIMUM OF

2 FEET FROM ANY FITTINGS,

TYP.

6" DI FOSTER ADAPTER

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

Ma r 1

6, Ma r 1

6, SU

-0

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W G

SHOWN

D04 13 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

C O

N N

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N A

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A B

A N

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EXISTING CONFIGURATION PROPOSED CONFIGURATION

VALLEY AVE & GARY ST

CONNECTION DETAIL

C02

EXISTING 6" AC PIPE

TO BE REMOVED

EXISTING 6" VALVE, TEE, AND

FITTINGS TO BE REMOVED

EXISTING 6" PIPE TO BE

ABANDONED, TYP. 6" CAP, TYP. OF 2

REMOVE EXISTING 6" PIPE

AS NECESSARY, TYP.

EXISTING 12" DI PIPE, TYP.REMOVE EXISTING 12" DI

PIPE AS NECESSARY

12" DI GATE VALVE (FLxRJ), TYP. OF 2

12" DI TEE (FLxFL) WITH

CONCRETE BLOCKING.

ROTATE DOWNWARDS 45°

VALLEY AVE

12" DI PIPE (PExPE), CUT TO

LENGTH NECESSARY TO MAKE

CONNECTION, TYP.

EXISTING 6" GATE VALVE

TO BE REMOVED

EXISTING 6" AC PIPE

12"x6" DI REDUCER (RJxRJ)

WITH FOSTER ADAPTOR

VALLEY AVE

12" RJ DI PIPE SLEEVED IN

STEEL CASING PIPE

HYDRANT ASSEMBLY PER

PLAN

12" DI FLANGE ADAPTER

(FLxRJ)

12" DI GATE VALVE (FLxFL)

12" DI SLEEVE (RJxRJ), TYP. OF 2

12" DI 45° VERTICAL BEND

(FLxFL)

12" DI FLANGE ADAPTOR

(FLxRJ), TYP. OF 2

12" DI 45° VERTICAL BEND

(RJxRJ), TYP. OF 2

12" DI SPOOL, CUT TO

LENGTH NECESSARY TO

MAKE CONNECTION, TYP.

FINAL CONFIGURATION

OBLIQUE

FINAL CONFIGURATION

OBLIQUE

INSTALL CASING A MINIMUM OF

2 FEET FROM ANY FITTINGS,

TYP.

NOTE:

REFER TO SPECIFICATIONS FOR

GUIDANCE ON REMOVAL AND DISPOSAL

OF ASBESTOS-CONCRETE (AC) PIPE.

6" DI GATE VALVE (RJxRJ)

6" DI PIPE (PExPE), CUT TO LENGTH

NECESSARY TO MAKE CONNECTION

6" DI SLEEVE (MJxMJ)

ROMAC 501 OR APPROVED EQUAL

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

Ma r 1

6, Ma r 1

6, SU

-0

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W G

SHOWN

D05 14 15

DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

C O

N N

E C

N A

N D

A B

A N

D O

N M

E N

T D

Y O

F S

U M

N E

R V

E Y

A V

E W

R S

Y S

R O

V E

M E

EXISTING CONFIGURATION PROPOSED CONFIGURATION

VALLEY AVE PIPE

CONNECTION DETAIL

C02

REMOVE EXISTING 8" DI

PIPE AS NECESSARY

EXISTING 8" DI PIPE TO BE

ABANDONED

REMOVE EXISTING 12" DI

PIPE AS NECESSARY

12" DI SLEEVE (RJxRJ), TYP. OF 2

12"x8" DI TEE (RJxRJ) WITH

CONCRETE BLOCKING.

ROTATE UPWARDS 45°

8" CAP

12" DI PIPE (PEXPE), CUT TO

LENGTH NECESSARY TO MAKE

CONNECTION, TYP. OF 2

8" 45° VERTICAL BEND

(RJxRJ)

8" DI PIPE (PEXPE), CUT TO

LENGTH NECESSARY TO

MAKE CONNECTION

8" DI SLEEVE (RJxRJ)

EXISTING 12" DI PIPE

EXISTING 8" DI PIPE, REMOVE

TO EXISTING FITTINGS

8" DI PIPE, CUT TO LENGTH

NECESSARY TO MAKE

CONNECTION

EXISTING 8" DI FITTINGS TO

BE REMOVED

EXISTING 8" VALVE TO

REMAIN

8" DI FLANGE ADAPTOR

(FLxRJ)

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

RAMP ISO

CONCRETE CURB AND GUTTER

CONCRETE SIDEWALK

EXISTING

UNIMPROVED AREA

3" COMMERCIAL HMA

2" CRUSHED SURFACING

TOP COURSE COMPACTED TO

FIRM AND UNYIELDING CODITION

SLOPE TRANSITION PAD TO

MEET EXISTING GRADE

RAMP PLAN

HMA TRANSITION PAD HMA LANDING,

MATCH EXISTING

ROADWAY SLOPE

CONCRETE

CURB AND GUTTER

CONCRETE SIDEWALK

4'-6"'

SIDEWALK TRANSITION RAMP DETAIL

C02

NOTES:

1. PROVIDE A SPACER WITHIN 6" OF EACH CASING END.

2. PROVIDE INTERMEDIATE SPACERS AS REQUIRED, MINIMUM OF 6-FOOT SPACING,

BUT NOT TO EXCEED THE MINIMUM DISTANCE SPECIFIED BY THE MANUFACTURER.

MINIMUM OF 3 INSULATORS PER PIPE LENGTH.

WATER MAIN CASING DETAIL

PROVIDE JOINT RESTRAINT

WITHIN CASING (ROMAC 1700

SERIES OR EQUAL)

CALPICO CASING RUNNERS (INSULATORS) OR

EQUAL, TYP. CENTER RESTRAINED CONFIGURATION.

INSTALL PER MANUFACTURER'S INSTRUCTIONS.

MINIMUM OF THREE PER PIPE SEGMENT

24-INCH INSIDE DIAMETER ASTM A36 GRADE B

STEEL CASING PIPE WITH MINIMUM 0.5-INCH WALL

THICKNESS. PIPE SHALL BE DELIVERED WITH NO

VISIBLE DENTS, HOLES OR DEFLECTIONS.

1'-0" MIN FROM

JOINTS

REFER TO NOTE 2

PROVIDE MINIMUM 1" CLEARANCE

BETWEEN CASING AND CARRIER

PIPE BELLS AND APPURTENANCES.

SECTION VIEW

CASING SPACER

12" DI RJ

CARRIER PIPE

24" DIAMETER

STEEL CASING PIPE

FILL ANNULAR SPACE

WITH BLOWN SAND

SEAL BOTH ENDS OF CASING WITH A

CALPICO END SEAL OR APPROVED

EQUAL.

SECURE RUBBER SEAL PER

MANUFACTURER'S RECOMMENDATIONS.

CLAMPS SHALL BE STAINLESS STEEL.

CARRIER PIPE (PER PLAN)

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DWG NO.:

R E

O T

SHEET NO.:

0" 1" 2"

DRAWING IS FULL SCALE WHEN

BAR MEASURES 2"

SCALE:

Y O

F S

U M

N E

R V

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A V

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R S

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TS6

C07

TOPSOIL2" TILLED IN

TO UPPER 4"

NATIVE

MATERIAL

SEEDED AREA

HYDROSEED RESTORATION AND TOPSOIL REQUIREMENTS

REPLACE DISTURBED AREA WITH

BROADCAST SEEDING PER SPECIFICATIONS.

MEET AND MATCH EXISTING GRADES.

TYP.

NATIVE

MATERIAL

GRAVEL RESTORATION8

TYP.

6" CRUSHED SURFACING TOP COURSE

COMPACTED TO 95% OF THE MODIFIED PROCTOR

CONFORMING TO WSDOT 9-03.9(3)

NATIVE SUBGRADE, TRENCH BACKFILL,

OR STRUCTURAL BACKFILL.

PROOF ROLL PRIOR TO GRAVEL PLACEMENT

APPROVED

CITY ENGINEER

CITY OF SUMNER

APPROVED DATE: 03/13/2026

THE CITY WILL NOT BE RESPONSIBLE FOR

ERRORS AND/OR OMISSIONS ON THESE PLANS.

FIELD CONDITIONS MAY DICTATE CHANGES TO

THESE PLANS AS DETERMINED BY THE CITY

File details come from the government source that posted it. Updated Mar 18, 2026.