100389-Soundwalls-Plans.pdf

PDF 11 MB Posted Oct 15, 2021

Attached to: PRECAST CONCRETE PANEL SOUND WALLS FOR SW ROY ROGERS RD (BORCHERS DR TO CHICKEN CRK) PROJECT
Solicitation number: 2021.121-ITB
Issued by: Washington County, Oregon

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of engineering plans for precast concrete sound wall panels for the SW Roy Rogers Road project in Washington County, Oregon, prepared by Harper Houf Peterson Righellis Inc. The plans detail 10 distinct soundwall sections (Soundwalls 1-10) along Roy Rogers Road from Chicken Creek to SW Borchers Drive, with a total project length spanning approximately 6.71 linear miles. The soundwalls vary in height and length, ranging from 8 to 12 feet tall, and include sections with linear lengths between 200 to 418 feet. The plans include detailed technical specifications for panel construction, pilaster sections, foundation requirements, and gate installations, with each soundwall segment having precise elevation, station, and engineering specifications.

The project is estimated to cost between $500,000 and $1,000,000, focusing on furnishing, delivering, and coordinating precast concrete panels and pilasters for noise reduction along the roadway. The plans are marked as a 100% submittal dated October 6, 2021, with an effective date range from June 1, 2021 to November 30, 2021. The technical details include specific requirements for soil conditions, foundation depths, geogrid usage, and construction tolerances, with multiple design variations to accommodate different terrain and elevation changes. The soundwall design incorporates utility access doors, gates, and specific engineering considerations for retaining wall sections, demonstrating a comprehensive approach to both functional noise reduction and aesthetic integration with the surrounding landscape.

View the file

Other files

File	Type	Posted
PRECAST_CONCRETE_PANEL_SOUND_WALLS_FOR_SW_ROY_ROGERS_RD_(BORCHERS_DR_TO_CHICKEN_CRK)_PROJECT_(Addendum_#1_Revision).pdf	PDF	Oct 22, 2021
100389_PRECAST_CONCRETE_PANEL_SOUND_WALL_SPECS.pdf	PDF	Oct 15, 2021
2020_GOODS_REQUIREMENTS_CONTRACT_SAMPLE.pdf	PDF	Oct 15, 2021
Attachment_C_-_INSURANCE_REQUIREMENTS_SUMMARY_FORM.pdf	PDF	Oct 15, 2021

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

N D

S C

A P

R C

H I T

E C

U R

V E

Y O

R S

S po ka ne S tre et

Su ite

Po rtl an d, O R ph on e:

.1 w w .h hp r.c om fa x:

H ar pe r

H ou f P et er so n Ri gh el lis In c.

PATH: CAD:

PLOT STAMP:

R O

O G

E R

O A

C H

I C

K E

R E

O R

C H

E R

W A

S H

I N

G T

N T

PROJECT NUMBER

100389

N O

E V

I S

I O

1 2 3 4

SHEET NO.

SHEET TITLE

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

E n gi n ee ri n g

100% SUBMITTAL

S O

U N

D W

A L

I N

D E

210134

SOUNDWALL PLANS

INDEX OF SHEETS:

DESCRIPTION

SW INDEX SHEET

SOUNDWALL 4 PLAN AND PROFILE

SHEET NO.

SW01

SOUNDWALL 4 TABLESW02

SOUNDWALL 4 & 3 PLAN AND PROFILESW03

SOUNDWALL 4 & 3 TABLESW04

SW05

SW06

SOUNDWALL 3 PLAN

SOUNDWALL 3 PROFILE AND TABLE

SW07 SOUNDWALL 3 & 6 PLAN

SW08

SOUNDWALL 6 PROFILE AND TABLESW09

SOUNDWALL 1 & 2 PLAN SW10

SOUNDWALL 2 PROFILE AND TABLESW11

SOUNDWALL 1 PROFILE AND TABLESW12

SOUNDWALL 1 PLANSW13

SOUNDWALL 8 & 9 & 10 PLAN

SW14

SOUNDWALL 10 PROFILE AND TABLE

SW15

SOUNDWALL 8 & 9 PROFILE AND TABLE

SW16

SOUNDWALL 9 & 10 PLAN

SW17

SOUNDWALL DETAILS

SW18

SOUNDWALL DETAILS

SOUNDWALL 4

SOUNDWALL 3

SOUNDWALL 6

SOUNDWALL 2 SOUNDWALL 1 SOUNDWALL 10

SOUNDWALL 9 SOUNDWALL 8

SOUNDWALL 3 PROFILE AND TABLE

SOUNDWALL 1 PROFILE AND TABLE

SOUNDWALL 10 PROFILE AND TABLE

SOUNDWALL 9 PROFILE AND TABLE

SOUNDWALL DETAILS

SW19

SW20

SW21

SW22

SW23

AutoCAD SHX Text

OHW-8

AutoCAD SHX Text

OHW-9

AutoCAD SHX Text

OHW-10

AutoCAD SHX Text

OHW-11

AutoCAD SHX Text

OHW-12

AutoCAD SHX Text

OHW-13

AutoCAD SHX Text

OHW-14

AutoCAD SHX Text

OHW-1

AutoCAD SHX Text

OHW-2

AutoCAD SHX Text

OHW-3

AutoCAD SHX Text

OHW-4

AutoCAD SHX Text

OHW-5

AutoCAD SHX Text

OHW-6

AutoCAD SHX Text

OHW-7

AutoCAD SHX Text

VC2

AutoCAD SHX Text

VC1

AutoCAD SHX Text

CC-U1

AutoCAD SHX Text

CC-W1

AutoCAD SHX Text

CC3

AutoCAD SHX Text

CC2

AutoCAD SHX Text

CC1

AutoCAD SHX Text

CC10

AutoCAD SHX Text

CC9

AutoCAD SHX Text

CC8

AutoCAD SHX Text

CC7

AutoCAD SHX Text

CC6

AutoCAD SHX Text

CC5

AutoCAD SHX Text

CC4

AutoCAD SHX Text

VC3

AutoCAD SHX Text I

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

TEL

AutoCAD SHX Text P

AutoCAD SHX Text

PWR

AutoCAD SHX Text I

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

CHICKEN CREEK

AutoCAD SHX Text

SAMH PER ASBUILT MAPS

AutoCAD SHX Text P

AutoCAD SHX Text

PWR

AutoCAD SHX Text

PWR

AutoCAD SHX Text W

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text 8"

AutoCAD SHX Text

WAT

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

WAT

AutoCAD SHX Text W

AutoCAD SHX Text

WAT

AutoCAD SHX Text W

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text C11

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text G

AutoCAD SHX Text C12

AutoCAD SHX Text

AutoCAD SHX Text B26

AutoCAD SHX Text C13

AutoCAD SHX Text

PLOT 3

AutoCAD SHX Text

PLOT 2

AutoCAD SHX Text

PLOT 1

AutoCAD SHX Text

AutoCAD SHX Text B-27

AutoCAD SHX Text C-14

AutoCAD SHX Text 10138 SANITARY MANHOLE SANITARY MANHOLE RIM= 193.96' IE 8"(E)=184.54' IE 8"(W)=184.34' 14675 SANITARY MANHOLE SANITARY MANHOLE RIM=191.61' IE 8"(E)=182.44' IE 8"(S)=182.64' IE 8"(W)=181.74' 15104 SANITARY MANHOLE SANITARY MANHOLE RIM=193.63' IE 8"(N)=183.84' IE 8"(E)=183.74' IE 8"(W)=183.74' 15831 SANITARY MANHOLE SANITARY MANHOLE RIM=189.40' IE 8"(E)=177.04' IE 8"(SE)=177.14' IE 8"(W)=177.04' 16043 SANITARY MANHOLE SANITARY MANHOLE RIM=185.67' IE 8"(E)=175.84' IE 8"(W)=175.74' 22778 SANITARY MANHOLE SANITARY MANHOLE RIM=134.74' IE 24"(E)=123.24' IE 24"(W)=123.24' 22780 SANITARY MANHOLE SANITARY MANHOLE RIM=134.34' IE 24"(E)=122.64' IE 24"(W)=122.64'

AutoCAD SHX Text

STORM SEWER NOTES

AutoCAD SHX Text 10026 CURB INLET CURB INLET RIM=195.64' IE 12"(S)=189.44' IE 18"(E) =87.34' IE 18"(W)=187.14' 13838 CURB INLET CURB INLET RIM= 157.53' IE 12"(E)=151.04' 14113 STORM MANHOLE STORM MANHOLE RIM=157.59' IE 18"(S)=149.74' IE 18"(N)=149.54' IE 12"(E)=149.24' 14114 CURB INLET CURB INLET RIM=157.63' IE 12"(W)=150.54' IE 12"(SE)=149.34' IE 18"(S)=145.84' IE 18"(NE)=145.84' 14230 CURB INLET CURB INLET RIM=160.92' IE 12"(W)=154.24' IE 18"(S)=153.54' IE 18"(N)=153.44' 14268 STORM MANHOLE STORM MANHOLE RIM=157.37' IE 12"(W)=149.24' IE 12"(NW)=149.24' 14357 CURB INLET CURB INLET RIM=160.53' IE 12"(E)=156.14' 14500 CURB INLET CURB INLET RIM=166.98' IE 12"(NE)=157.54' 14610 CURB INLET CURB INLET RIM=166.88' IE 12"(SW)=156.94' IE 18"(SE)=156.34' IE 18"(N)=156.34' 14719 STORM MANHOLE STORM MANHOLE RIM=192.65' IE 18"(E)=185.54' IE 18"(S)=185.54' 14724 CURB INLET CURB INLET RIM=192.59' IE 12"(N)=187.44' 14725 STORM MANHOLE STORM MANHOLE RIM=191.80' IE 18"(N)=185.34' IE 24"(E)=184.84' IE 24"(W)=184.74' 14850 CURB INLET CURB INLET RIM=192.69' IE 12"(S)=184.84' IE 18"(E)=183.54' IE 18"(W)=183.44' 14863 STORM MANHOLE STORM MANHOLE RIM=191.18' IE 10"CONC(E)=183.43' IE 10"CONC(W)=183.43' IE 12"PVC(N)=182.98' BOTTOM=183.28' 15105 STORM MANHOLE STORM MANHOLE RIM=193.86' IE 18"(S)=186.94' IE 12"(SE)=190.23' IE 18"(W)=186.74' 15124 CURB INLET CURB INLET RIM=194.44' IE 12"(N)=189.24' 15160 CURB INLET CURB INLET RIM=195.64' IE 12"(N)=189.84' 15231 CURB INLET CURB INLET RIM=194.52' IE 12"(S)=186.14' IE 18"(E)=185.94' IE 18"(W)=185.64' 15492 CURB INLET CURB INLET RIM=196.43' IE 12"(S)=189.74' IE 12"(E)=188.84' IE 18"(W)=188.34' 15827 STORM MANHOLE STORM MANHOLE RIM=190.32' IE 24"(E)=180.84' IE 24"(W)=180.64' 22225 CURB INLET CURB INLET RIM=181.92' IE 12"(SW)=175.44' IE 18"(SE)=175.84' IE 18"(NW)=175.14' 22308 CURB INLET CURB INLET RIM=182.07' IE 12"(NE)=176.04' 22347 CURB INLET CURB INLET RIM=187.12' IE 12"(NE)=179.64' 22424 CURB INLET CURB INLET RIM=174.73' IE 18"(SE)=161.34' IE 18"(SW)=161.54' IE 18"(NW)=161.04' 22622 CURB INLET CURB INLET RIM=190.08' IE 12"(N)=184.24' 22669 CURB INLET CURB INLET RIM=187.17' IE 12"(SW)=178.24' IE 18"(SE)=177.34' IE 18"(NW)=177.24' 22709 CURB INLET CURB INLET RIM=190.14' IE 12"(S)=179.44' IE 18"(E)=179.04' IE 18"(NW)=178.94' 61187 AREA DRAIN AREA DRAIN RIM=192.63' INVERTS NOT MEASURED 63007 CATCH BASIN CATCH BASIN RIM=178.29' IE 12"PVC(NW)=176.09' BOTTOM=174.59' 63008 CURB INLET CURB INLET RIM=178.92' IE 12"PVC(S)=175.92' IE 12"PVC(NW)=172.32' BOTTOM=171.82' 63009 CURB INLET CURB INLET RIM=178.78' IE 12"CONC(E)=170.88' IE 12"CONC(NE)=169.58' IE 12"CONC(SW)=169.48' BOTTOM=169.53' 63010 STORM MANHOLE STORM MANHOLE RIM=178.93' IE 12"CONC(NE)=169.13' IE 12"PVC(W)=169.03' BOTTOM=164.63' 63202 DITCH INLET DITCH INLET RIM=165.37' IE 4"PVC(NE)=163.82' IE SUMP=160.40' 63208 DITCH INLET DITCH INLET RIM=166.83' IE 4"PVC(SW)=163.63' IE 18"CONC(NE)=162.25' IE SUMP=160.30' 63301 DITCH INLET DITCH INLET RIM=159.36' IE 12"CONC(E)=158.05' IE SUMP=156.12' 63395 STORM MANHOLE STORM MANHOLE RIM=179.26' IE 18"(SE)=171.46' IE 12"CONC(SW)=171.26' IE 18"(NW)=171.21' BOTTOM=171.26' 63420 CATCH BASIN CATCH BASIN RIM=190.78' IE 10"PVC(W)=185.58' SUMP=184.18' 63455 CATCH BASIN CATCH BASIN RIM=190.84' IE 10"PVC(E)=185.84' SUMP=184.54'

AutoCAD SHX Text

SANITARY SEWER NOTES

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

STORM SEWER MANHOLE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

DITCH INLET

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text W

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text G

AutoCAD SHX Text

POWER RISER

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text P

AutoCAD SHX Text

PWR

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

CONIFEROUS TREE (APPROXIMATE DIAMETER BREAST HIGH AS NOTED)

AutoCAD SHX Text

DECIDUOUS TREE (APPROXIMATE DIAMETER BREAST HIGH AS NOTED)

AutoCAD SHX Text

UNKNOWN RISER/CABINET

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text T

AutoCAD SHX Text

TELEPHONE MANHOLE

AutoCAD SHX Text

POWER METER

AutoCAD SHX Text

SINGLE POST SIGN

AutoCAD SHX Text

MAIL-BOX

AutoCAD SHX Text

UTILITY POLE W/ UNDERGROUND UTILITIES

AutoCAD SHX Text

GROUND LIGHT

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

FENCE LINE, TYPE AS NOTED

AutoCAD SHX Text

STORM SEWER LINE

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

OVERHEAD WIRE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

MAJOR CONTOUR - 5' INTERVALS5' INTERVALS

AutoCAD SHX Text

MINOR CONTOUR - 1' INTERVALS1' INTERVALS

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

UTILITY LINE IS BELIEVED TO CONTINUE, CONNECTION NOT LOCATED OR UNKNOWN

AutoCAD SHX Text

TELEPHONE LINE

AutoCAD SHX Text

ELECTRIC LINE

AutoCAD SHX Text

BUILDING LINE

AutoCAD SHX Text

%%UTOPOGRAPHIC LEGEND:

AutoCAD SHX Text

BOREHOLE OR TEST PIT

AutoCAD SHX Text

XXX

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text P

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WETLAND FLAG

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

1. TOPOGRAPHIC FEATURES WITHIN THE RIGHT-OF-WAY OF ROY ROGERS ROAD ARE TAKEN DIRECTLY FROM A DRAWING TOPOGRAPHIC FEATURES WITHIN THE RIGHT-OF-WAY OF ROY ROGERS ROAD ARE TAKEN DIRECTLY FROM A DRAWING PROVIDED BY WESTLAKE CONSULTANTS NAMED "0458-020T6_PLM_4.3z6" REVISION 2-16MAR17, WITH MINOR EDITS INCLUDING; HHPR SYMBOLS, LINE-TYPES AND FORMATTING. SAID DRAWING BY WESTLAKE CONSULTANTS WAS LOWERED BY 0.16' DUE TO BENCHMARK INCONSISTENCIES.

AutoCAD SHX Text %%uNOTES:

AutoCAD SHX Text LOCATED IN THE NORTHEAST ONE-QUARTER AND NORTHWEST ONE-QUARTER OF SECTION 30, AND SOUTHEAST ONE-QUARTER AND SOUTHWEST ONE-QUARTER OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN CITY OF SHERWOOD, WASHINGTON COUNTY, OREGON

AutoCAD SHX Text

HOSE BIB / WATER SPIGOT

AutoCAD SHX Text

IRRIGATION BOX

AutoCAD SHX Text I

AutoCAD SHX Text

AREA DRAIN

AutoCAD SHX Text

GATE POST-OR OTHER POST IF NOTED

AutoCAD SHX Text

EXISTING CONCRETE SURFACE

AutoCAD SHX Text

EXISTING ASPHALT SURFACE

AutoCAD SHX Text

EXISTING GRAVEL SURFACE

AutoCAD SHX Text

EXISTING BRICK PAVER SURFACE

AutoCAD SHX Text

EXISTING RIP-RAP

AutoCAD SHX Text NOTE: SYMBOLS SHOWN HEREON ARE FOR GRAPHICAL REPRESENTATION PURPOSES AND DO NOT NECESSARILY SHOW SHAPE, SIZE, ROTATION, CONDITION, TYPE, ETC. OF THE ACTUAL PHYSICAL IMPROVEMENTS THAT THEY REPRESENT. CONDITION, TYPE, ROTATION, ETC. MAY VARY AMONGST ITEMS SHOWN BY THE SAME SYMBOL.

AutoCAD SHX Text

EXISTING DECK SURFACE

AutoCAD SHX Text

EXISTING PAVER SURFACE

AutoCAD SHX Text W

AutoCAD SHX Text

IRR

AutoCAD SHX Text P

AutoCAD SHX Text

PWR

AutoCAD SHX Text

IRR

AutoCAD SHX Text I

AutoCAD SHX Text P

AutoCAD SHX Text W

AutoCAD SHX Text

WAT

AutoCAD SHX Text

IRRIGATION VALVE

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text

STUMP - APPROXIMATE DIAMETER ON TOP, OR DBH, IF OVER 4' TALL.

AutoCAD SHX Text

PCAB

AutoCAD SHX Text P

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

GRAVE

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

AutoCAD SHX Text ELEVATION DATUM: NGVD 29 BENCHMARK: WASHINGTON COUNTY BENCHMARK NUMBER 39 DESCRIPTION: BRASS DISK MARKED "SIX CORNERS NO. 2 1962" LOCATION: SOUTH SIDE OF EASTBOUND 99W AND THE WEST SIDE OF S.W. LANGER DRIVE, 44 FEET SOUTH OF THE SOUTH EDGE OF EASTBOUND LANES OF 99W. ELEVATION: 210.23'

AutoCAD SHX Text

%%UVERTICAL DATUM:

AutoCAD SHX Text HORIZONTAL COORDINATES SHOWN ON THIS SURVEY ARE LOCAL DATUM PLANE COORDINATES. THE STATE PLANE COORDINATES OF THE NORTH ONE-QUARTER CORNER OF SECTION 29, POINT NO. 250 WERE HELD AS THE BASIS OF COORDINATES AS PER WASHINGTON COUNTY GEODETIC CONTROL SURVEY NO. GC-31.

AutoCAD SHX Text

%%UHORIZONTAL DATUM

AutoCAD SHX Text

TOPOGRAPHIC SURVEY

AutoCAD SHX Text C

AutoCAD SHX Text

OHW-8

AutoCAD SHX Text

OHW-9

AutoCAD SHX Text

OHW-10

AutoCAD SHX Text

OHW-11

AutoCAD SHX Text

OHW-12

AutoCAD SHX Text

OHW-13

AutoCAD SHX Text

OHW-14

AutoCAD SHX Text

OHW-1

AutoCAD SHX Text

OHW-2

AutoCAD SHX Text

OHW-3

AutoCAD SHX Text

OHW-4

AutoCAD SHX Text

OHW-5

AutoCAD SHX Text

OHW-6

AutoCAD SHX Text

OHW-7

AutoCAD SHX Text

VC2

AutoCAD SHX Text

VC1

AutoCAD SHX Text

CC-U1

AutoCAD SHX Text

CC-W1

AutoCAD SHX Text

CC3

AutoCAD SHX Text

CC2

AutoCAD SHX Text

CC1

AutoCAD SHX Text

CC10

AutoCAD SHX Text

CC9

AutoCAD SHX Text

CC8

AutoCAD SHX Text

CC7

AutoCAD SHX Text

CC6

AutoCAD SHX Text

CC5

AutoCAD SHX Text

CC4

AutoCAD SHX Text

VC3

AutoCAD SHX Text

OHW-8

AutoCAD SHX Text

OHW-9

AutoCAD SHX Text

OHW-10

AutoCAD SHX Text

OHW-11

AutoCAD SHX Text

OHW-12

AutoCAD SHX Text

OHW-13

AutoCAD SHX Text

OHW-14

AutoCAD SHX Text

OHW-1

AutoCAD SHX Text

OHW-2

AutoCAD SHX Text

OHW-3

AutoCAD SHX Text

OHW-4

AutoCAD SHX Text

OHW-5

AutoCAD SHX Text

OHW-6

AutoCAD SHX Text

OHW-7

AutoCAD SHX Text

VC2

AutoCAD SHX Text

VC1

AutoCAD SHX Text

CC-U1

AutoCAD SHX Text

CC-W1

AutoCAD SHX Text

CC3

AutoCAD SHX Text

CC2

AutoCAD SHX Text

CC1

AutoCAD SHX Text

CC10

AutoCAD SHX Text

CC9

AutoCAD SHX Text

CC8

AutoCAD SHX Text

CC7

AutoCAD SHX Text

CC6

AutoCAD SHX Text

CC5

AutoCAD SHX Text

CC4

AutoCAD SHX Text

VC3

AutoCAD SHX Text

OHW-8

AutoCAD SHX Text

OHW-9

AutoCAD SHX Text

OHW-10

AutoCAD SHX Text

OHW-11

AutoCAD SHX Text

OHW-12

AutoCAD SHX Text

OHW-13

AutoCAD SHX Text

OHW-14

AutoCAD SHX Text

OHW-1

AutoCAD SHX Text

OHW-2

AutoCAD SHX Text

OHW-3

AutoCAD SHX Text

OHW-4

AutoCAD SHX Text

OHW-5

AutoCAD SHX Text

OHW-6

AutoCAD SHX Text

OHW-7

AutoCAD SHX Text

VC2

AutoCAD SHX Text

VC1

AutoCAD SHX Text

CC-U1

AutoCAD SHX Text

CC-W1

AutoCAD SHX Text

CC3

AutoCAD SHX Text

CC2

AutoCAD SHX Text

CC1

AutoCAD SHX Text

CC10

AutoCAD SHX Text

CC9

AutoCAD SHX Text

CC8

AutoCAD SHX Text

CC7

AutoCAD SHX Text

CC6

AutoCAD SHX Text

CC5

AutoCAD SHX Text

CC4

AutoCAD SHX Text

VC3

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text SANITARY MANHOLE RIM= 188.09' IE 4" PVC(E)= 183.59' IE 4" PVC(SE)= 183.59' IE 4" PVC(SW)= 183.49' IE 8" PVC(N)= 183.29' BOTTOM= 183.39'

AutoCAD SHX Text

SW LAVENDER TERRACE

AutoCAD SHX Text

SW LAVENDER AVENUE

AutoCAD SHX Text

PER AS-BUILT

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

WAT

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text

GAS

AutoCAD SHX Text L

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text S

AutoCAD SHX Text

GAS

AutoCAD SHX Text S

AutoCAD SHX Text

TEL

AutoCAD SHX Text

CTV

AutoCAD SHX Text

GAS

AutoCAD SHX Text

PWR

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text G

AutoCAD SHX Text

PWR

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text

GAS

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text W

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

CTV

AutoCAD SHX Text

TELE

AutoCAD SHX Text S

AutoCAD SHX Text

TELE

AutoCAD SHX Text

WAT

AutoCAD SHX Text I

AutoCAD SHX Text

IRR

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text

IRR

AutoCAD SHX Text

IRR

AutoCAD SHX Text L

AutoCAD SHX Text

CTV

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text P:\WAS (WASHINGTON COUNTY)\WAS-34 (ROY ROGERS ROAD - LAVENDER TO CHICKEN CREEK)\WAS34-DWGS\SHEETS CAD: WAS34-SW-SOUND WALL PLAN AND WAS34-SW-SOUND WALL PLAN AND PROFILE.DWG, TAB: SW SOUNDWALL INDEX PLOT STAMP: 10/8/2021 3:33 PM BENA, TAB: SW SOUNDWALL INDEX PLOT STAMP: 10/8/2021 3:33 PM BENASW SOUNDWALL INDEX PLOT STAMP: 10/8/2021 3:33 PM BENA10/8/2021 3:33 PM BENA BENABENA

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 70,863

AutoCAD SHX Text

OREGON

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text J

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

EXPIRES:

AutoCAD SHX Text 12/31/21

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

0+00 1+00

2+00 3+00 4+00

205+00 206+00 207+00 208+00

209+00

P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 P24 P25 P26 P27 P28 P29 P30 P31 P32 P33 P34 P35P

SOUND WALL 1 - 0+00 TO 4+50

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+65

ELEV: 171.00

ELEV: 174.50ELEV: 172.00

ELEV: 172.50

ELEV: 173.50

ELEV: 174.00

ELEV: 174.50

ELEV: 175.00

ELEV:

175.50 ELEV: 173.00

ELEV: 173.50

ELEV: 175.50

ELEV: 176.50

P P2 P3 P4 P5 P6 P7 P8

P10 P11 P12 P13

P14 P15 P16 P17 P18 P20 P21 P22 P23 P24 P25

P26 P27 P28

P29 P30 P31 P32P19 P9

ELEV: 175.00

ELEV: 176.00

ELEV: 177.00

ELEV: 174.00

P33

ELEV: 174.00

ELEV: 174.50

SOUND WALL 4 - 0+00 TO 4+65.00 - PLAN VIEW

SCALE: 1" = 40' (HORZ.)

0 10 20 40

SCALE: 1" = '40

SOUNDWALL 4

STA: 204+35.69, 43.00' L (CL-ROY ROGERS) =

STA. 0+00.00 (SOUND WALL 4)

SW ROY ROGERS RD

N D

S C

A P

R C

H I T

E C

V E

Y O

R S

S po ka ne S tre an d, O R ph on e:

.1 w .h hp

H ar pe r

H ou f P et er so n Ri gh el lis In c.

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

PATH: CAD:

PLOT STAMP:

R O

O G

E R

O A

C H

I C

K E

R E

O R

C H

E R

W A

S H

I N

G T

N T

PROJECT NUMBER

100389

SHEET NO.

SHEET TITLE

N O

E V

I S

I O

1 2 3 4

E n gi n ee ri n g

100% SUBMITTAL

SOUND WALL PLAN & PROFILE

S O

U N

A L

L A

F I L

SW01

135 210

SOUND WALL 4 - 0+00 TO 4+65.00 - PROFILE VIEW

SCALE: 1" = 40' (HORZ.)

1" = 10' (VERT.)

204 LF 12' SOUNDWALL

28 LF 14' SOUNDWALL

13 LF 16' SOUNDWALL

165 LF 18' SOUNDWALL

55 LF 16' SOUNDWALL

RETAINING WALL SECTION

PILASTERS P3-P16.

SEE SHEET SW23 FOR DETAILS.

RETAINING WALL SECTION

PILASTERS P18-P28.

SEE SHEET SW23 FOR

DETAILS

EXISTING GROUND @

WALL CENTER

PROPOSED GROUND

@ WALL CENTER

NOTE: WALL HEIGHTS AS SHOWN IN

PROFILE ARE NOISE REDUCTION

HEIGHTS. SEE TABLE FOR TOTAL WALL

HEIGHTS.

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text P

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text G

AutoCAD SHX Text C12

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text P:\WAS (WASHINGTON COUNTY)\WAS-34 (ROY ROGERS ROAD - LAVENDER TO CHICKEN CREEK)\WAS34-DWGS\SHEETS CAD: WAS34-SW-SOUND WALL PLAN AND WAS34-SW-SOUND WALL PLAN AND PROFILE.DWG, TAB: SW01 SOUND WALL PLAN & PROFILE PLOT STAMP: 10/8/2021 3:33 PM BENA, TAB: SW01 SOUND WALL PLAN & PROFILE PLOT STAMP: 10/8/2021 3:33 PM BENASW01 SOUND WALL PLAN & PROFILE PLOT STAMP: 10/8/2021 3:33 PM BENA10/8/2021 3:33 PM BENA BENABENA

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 70,863

AutoCAD SHX Text

OREGON

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text J

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

EXPIRES:

AutoCAD SHX Text 12/31/21

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

PILASTER WALL

Pile Sound wall

Top of Top of Btm of Ftg Total Ht. Diam Total Dep Wall Sound Wall Pil. Top of Panel Height Bott. Wall Pil.

No. Station Offset Detail Pil. Ftg Ftg Design "H" of Pil. of Ftg "S" "T" of Ftg. "L" Panel Detail Left Wall Reg. Retained Wall Height Right

P 204+35.69 43.00' L A 171.00 155.00 143.21 16.00 20.00 3 3.21 8.58 11.79 P-P1 A P 171.00 16.00 0 155.00 16.00 P1 P1 204+49.06 43.00' L A 172.00 155.00 143.32 17.00 21.00 3 3.10 8.58 11.68 P1-P2 A P1 172.00 16.00 0 156.00 16.00 P2 P2 204+62.42 43.00' L A 172.50 156.00 144.40 16.50 20.50 3 3.02 8.58 11.60 P2-P3 A P2 172.50 16.00 0 156.50 16.00 P3 P3 204+75.78 43.00' L B 172.50 156.50 141.31 16.00 20.00 3 3.94 11.25 15.19 P3-P4 B P3 172.50 14.00 2 156.50 16.00 P4 P4 204+89.14 43.00' L B 174.50 156.50 140.45 18.00 22.00 3 4.05 12.00 16.05 P4-P5 B P4 174.50 15.00 3 156.50 18.00 P5 P5 205+02.50 43.00' L B 174.50 156.50 139.50 18.00 22.00 3 5.00 12.00 17.00 P5-P6 B P5 174.50 14.00 4 156.50 18.00 P6 P6 205+16.12 43.00' L B 173.50 155.50 138.89 18.00 22.00 3 4.61 12.00 16.61 P6-P7 B P6 173.50 14.00 4 155.50 18.00 P7 P7 205+30.28 43.00' L B 173.50 155.50 139.09 18.00 22.00 3 4.41 12.00 16.41 P7-P8 B P7 173.50 14.00 4 155.50 18.00 P8 P8 205+44.46 43.00' L B 173.50 155.50 139.80 18.00 22.00 3 3.70 12.00 15.70 P8-P9 B P8 173.50 14.00 4 155.50 18.00 P9 P9 205+58.62 43.00' L B 173.50 155.50 141.84 18.00 22.00 3 1.66 12.00 13.66 P9-P10 B P9 173.50 14.00 4 155.50 18.00 P10

P10 205+72.78 43.00' L B 173.50 155.50 142.72 18.00 22.00 3 0.78 12.00 12.78 P10-P11 B P10 173.50 14.00 4 155.50 18.00 P11 P11 205+86.95 43.00' L B 174.00 155.50 141.33 18.50 22.50 3 2.17 12.00 14.17 P11-P12 B P11 174.00 14.00 4 156.00 18.00 P12 P12 206+01.11 43.00' L B 174.50 156.00 139.62 18.50 22.50 3 4.38 12.00 16.38 P12-P13 B P12 174.50 14.00 4 156.50 18.00 P13 P13 206+15.27 43.00' L B 174.50 156.50 139.91 18.00 22.00 3 4.59 12.00 16.59 P13-P14 B P13 174.50 15.00 3 156.50 18.00 P14 P14 206+29.43 43.00' L B 175.00 156.50 140.75 18.50 22.50 3 3.75 12.00 15.75 P14-P15 B P14 175.00 16.00 2 157.00 18.00 P15 P15 206+43.60 43.00' L B 175.50 157.00 141.07 18.50 22.50 3 3.93 12.00 15.93 P15-P16 B P15 175.50 18.00 0 157.50 18.00 P16 P16 206+57.71 43.00' L B 175.50 157.50 147.01 18.00 22.00 3 1.49 9.00 10.49 P16-P17 A P16 175.50 16.00 0 159.50 16.00 P17 P17 206+71.46 43.00' L A 175.50 159.50 150.92 16.00 20.00 3 0.00 8.58 8.58 P17-P18 A P17 175.50 16.00 0 159.50 16.00 P18 P18 206+85.21 43.00' L B 175.50 159.50 149.25 16.00 20.00 3 0.00 10.25 10.25 P18-P19 B P18 174.00 11.00 3 160.00 14.00 P19 P19 206+98.96 43.00' L B 174.00 160.00 150.67 14.00 18.00 3 0.00 9.33 9.33 P19-P20 B P19 172.50 10.00 2 160.50 12.00 P20 P20 207+12.71 43.00' L B 173.00 160.50 151.17 12.50 16.50 3 0.00 9.33 9.33 P20-P21 B P20 173.00 10.00 2 161.00 12.00 P21 P21 207+26.46 43.00' L B 173.00 161.00 151.67 12.00 16.00 3 0.00 9.33 9.33 P21-P22 B P21 173.00 11.00 1 161.00 12.00 P22 P22 207+40.21 43.00' L B 173.50 161.00 151.67 12.50 16.50 3 0.00 9.33 9.33 P22-P23 B P22 173.50 11.00 1 161.50 12.00 P23 P23 207+53.96 43.00' L B 174.00 161.50 152.17 12.50 16.50 3 0.00 9.33 9.33 P23-P24 B P23 174.00 11.00 1 162.00 12.00 P24 P24 207+67.71 43.00' L B 174.00 162.00 152.67 12.00 16.00 3 0.00 9.33 9.33 P24-P25 B P24 174.00 11.00 1 162.00 12.00 P25 P25 207+81.46 43.00' L B 174.50 162.00 152.67 12.50 16.50 3 0.00 9.33 9.33 P25-P26 B P25 174.50 11.00 1 162.50 12.00 P26 P26 207+96.04 43.00' L B 175.00 162.50 153.17 12.50 16.50 3 0.00 9.33 9.33 P26-P27 B P26 175.00 10.00 2 163.00 12.00 P27 P27 208+10.64 43.00' L B 175.00 163.00 153.67 12.00 16.00 3 0.00 9.33 9.33 P27-P28 B P27 175.00 8.00 4 163.00 12.00 P28 P28 208+25.24 43.00' L B 175.00 163.00 148.00 12.00 16.00 3 5.67 9.33 15.00 P28-P29 A P28 175.00 12.00 0 163.00 12.00 P29 P29 208+39.84 43.00' L A 175.50 163.00 148.00 12.50 16.50 3 7.58 7.42 15.00 P29-P30 A P29 175.50 12.00 0 163.50 12.00 P30 P30 208+54.44 43.00' L A 176.00 163.50 148.50 12.50 16.50 3 7.58 7.42 15.00 P30-P31 A P30 176.00 12.00 0 164.00 12.00 P31 P31 208+69.04 43.00' L A 176.50 164.00 149.00 12.50 16.50 3 7.58 7.42 15.00 P31-P32 A P31 176.50 12.00 0 164.50 12.00 P32 P32 208+83.65 43.00' L A 176.50 164.50 149.50 12.00 16.00 3 7.58 7.42 15.00 P32-P33 A P32 176.50 12.00 0 164.50 12.00 P33 P33 208+98.25 43.00' L A 177.00 164.50 149.50 12.50 16.50 3 7.58 7.42 15.00 P33-P34 A P33 177.00 12.00 0 165.00 12.00 P34

N D

S C

A P

R C

H I T

E C

V E

Y O

R S

S po ka ne S tre an d, O R ph on e:

.1 w .h hp

H ar pe r

H ou f P et er so n Ri gh el lis In c.

PATH: CAD:

PLOT STAMP:

R O

O G

E R

O A

C H

I C

K E

R E

O R

C H

E R

W A

S H

I N

G T

N T

PROJECT NUMBER

100389

N O

E V

I S

I O

1 2 3 4

SHEET NO.

SHEET TITLE

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

E n gi n ee ri n g

100% SUBMITTAL

SOUND WALL TABLE

S O

U N

A L

A B

L E

SW02

210136

SOUND WALL 4 - 0+00 TO 4+65.00 -TABLE

NOTE: REFER TO DETAILS ON

SW22-SW23 FOR DEFINITION

OF H, S, & T

AutoCAD SHX Text P:\WAS (WASHINGTON COUNTY)\WAS-34 (ROY ROGERS ROAD - LAVENDER TO CHICKEN CREEK)\WAS34-DWGS\SHEETS CAD: WAS34-SW-SOUND WALL PLAN AND WAS34-SW-SOUND WALL PLAN AND PROFILE.DWG, TAB: SW02 SOUND WALL TABLE PLOT STAMP: 10/8/2021 3:33 PM BENA, TAB: SW02 SOUND WALL TABLE PLOT STAMP: 10/8/2021 3:33 PM BENASW02 SOUND WALL TABLE PLOT STAMP: 10/8/2021 3:33 PM BENA10/8/2021 3:33 PM BENA BENABENA

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 70,863

AutoCAD SHX Text

OREGON

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text J

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

EXPIRES:

AutoCAD SHX Text 12/31/21

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

5+00

6+00

7+00 8+00

9+00

209+00

210+00

211+00 212+00

213+00

214+00

P32 P33

P34 P35

P36 P37

P38 P39

P40 P41

P42 P43 P44 P45 P46 P47 P48 P49 P50 P51 P52 P53 P54 P55 P56 P57 P58 P59 P60 P61 P62 P63 P64

P65 P66

P67 P68 P69

SOUND WALL 1 4+50 TO 9+20

4+65 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+35

ELEV:180.00

ELEV:177.50

ELEV:178.00

ELEV:178.50

ELEV:179.00

ELEV:180.50

ELEV:181.00

ELEV:181.50

ELEV:182.50

ELEV:183.00

ELEV:183.50

ELEV:184.00

ELEV:184.50

ELEV:185.00

ELEV:185.50

ELEV:186.00

ELEV:186.50

ELEV:187.00

ELEV:187.50

ELEV:188.00

ELEV:188.50

ELEV:189.00

ELEV:189.50

ELEV:190.00

ELEV:190.50

ELEV:191.00

ELEV:191.50

ELEV:192.00

ELEV:192.50

P34 P35

P36 P37 P38 P39

P40 P41 P42 P43 P44 P45 P46 P47 P48 P49 P50 P51 P52 P53 P54 P55 P56 P57 P58 P59 P60 P61 P62 P63 P64 P65 P66

SOUND WALL FOUNDATION @ FOR WALL 1, 2, 3, 4 & 10

ELEV:182.00

P67

ELEV:193.00

PGE CONDUIT

N D

S C

A P

R C

H I T

E C

V E

Y O

R S

S po ka ne S tre an d, O R ph on e:

.1 w .h hp

H ar pe r

H ou f P et er so n Ri gh el lis In c.

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

PATH: CAD:

PLOT STAMP:

R O

O G

E R

O A

C H

I C

K E

R E

O R

C H

E R

W A

S H

I N

G T

N T

PROJECT NUMBER

100389

SHEET NO.

SHEET TITLE

N O

E V

I S

I O

1 2 3 4

E n gi n ee ri n g

100% SUBMITTAL

SOUND WALL 4 & 3 - 4+65.00 TO 9+20.00

PLAN VIEW

SCALE: 1" = 40' (HORZ.)

0 10 20 40

SCALE: 1" = '40

SOUND WALL PLAN & PROFILE

S O

U N

A L

L A

F I L

SW03

137 210

S W

R O

Y R

E R

S R

SOUNDWALL 3

SOUNDWALL 4 STA: 209+85.85, 43.00' L

(CL-ROY ROGERS)

STA: 5+36.27 (SOUNDWALL 4)

STA: 210+03.04, 43.00' L

(CL-ROY ROGERS)

STA: 5+52.46 (SOUNDWALL 3)

SOUND WALL 4 & 3 - 4+65 TO 9+20.00

PROFILE VIEW

SCALE: 1" = 40' (HORZ.)

1" = 10' (VERT.)

59 LF

12' SOUNDWALL

397 LF 12' SOUNDWALL

NOTE: WALL HEIGHTS AS SHOWN IN

PROFILE ARE NOISE REDUCTION

HEIGHTS. SEE TABLE FOR TOTAL WALL

HEIGHTS.

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text P:\WAS (WASHINGTON COUNTY)\WAS-34 (ROY ROGERS ROAD - LAVENDER TO CHICKEN CREEK)\WAS34-DWGS\SHEETS CAD: WAS34-SW-SOUND WALL PLAN AND WAS34-SW-SOUND WALL PLAN AND PROFILE.DWG, TAB: SW03 SOUND WALL PLAN & PROFILE PLOT STAMP: 10/8/2021 3:34 PM BENA, TAB: SW03 SOUND WALL PLAN & PROFILE PLOT STAMP: 10/8/2021 3:34 PM BENASW03 SOUND WALL PLAN & PROFILE PLOT STAMP: 10/8/2021 3:34 PM BENA10/8/2021 3:34 PM BENA BENABENA

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 70,863

AutoCAD SHX Text

OREGON

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text J

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

EXPIRES:

AutoCAD SHX Text 12/31/21

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N wall

Top of Top of Btm of Ftg Total Ht. Diam Total Dep Wall Sound Wall Pil. Top of Panel Height Bott. Wall Pil.

No. Station Offset Detail Pil. Ftg Ftg Design H of Pil. of Ftg "S" "T" of Ftg "L" Panel Detail Left Wall Reg. Retained Wall Height Right

P34 209+12.85 43.00' L A 177.50 165.00 150.00 12.50 16.50 3 7.58 7.42 15.00 P34-P35 A P34 177.50 12.00 0 165.50 12.00 P35 P35 209+27.45 43.00' L A 178.00 165.50 150.50 12.50 16.50 3 7.58 7.42 15.00 P35-P36 A P35 178.00 12.00 0 166.00 12.00 P36 P36 209+42.05 43.00' L A 178.50 166.00 151.00 12.50 16.50 3 7.58 7.42 15.00 P36-P37 A P36 178.50 12.00 0 166.50 12.00 P37 P37 209+56.65 43.00' L A 179.00 166.50 151.50 12.50 16.50 3 7.58 7.42 15.00 P37-P38 A P37 179.00 12.00 0 167.00 12.00 P38 P38 209+71.25 43.00' L A 179.00 167.00 152.00 12.00 16.00 3 7.58 7.42 15.00 P38-P39 A P38 179.00 12.00 0 167.00 12.00 P39 P39 209+85.85 43.00' L A 180.00 168.00 153.00 12.00 16.00 3 7.58 7.42 15.00 P39-P40 A P39 180.00 12.00 0 168.00 12.00 P40 P40 210+03.04 43.00' L A 180.50 168.00 153.00 12.50 16.50 3 7.58 7.42 15.00 P40-P41 A P40 180.50 12.00 0 168.50 12.00 P41 P41 210+15.05 43.00' L A 180.50 168.50 153.50 12.00 16.00 3 7.58 7.42 15.00 P41-P42 A P41 180.50 12.00 0 168.50 12.00 P42 P42 210+29.65 43.00' L A 181.00 168.50 153.50 12.50 16.50 3 7.58 7.42 15.00 P42-P43 A P42 181.00 12.00 0 169.00 12.00 P43 P43 210+44.25 43.00' L A 181.50 169.00 154.00 12.50 16.50 3 7.58 7.42 15.00 P43-P44 A P43 181.50 12.00 0 169.50 12.00 P44 P44 210+58.85 43.00' L A 182.00 169.50 154.50 12.50 16.50 3 7.58 7.42 15.00 P44-P45 A P44 182.00 12.00 0 170.00 12.00 P45 P45 210+73.45 43.00' L A 182.50 170.00 155.00 12.50 16.50 3 7.58 7.42 15.00 P45-P46 A P45 182.50 12.00 0 170.50 12.00 P46 P46 210+88.06 43.00' L A 183.00 170.50 155.50 12.50 16.50 3 7.58 7.42 15.00 P46-P47 A P46 183.00 12.00 0 171.00 12.00 P47 P47 211+02.66 43.00' L A 183.50 171.00 156.00 12.50 16.50 3 7.58 7.42 15.00 P47-P48 A P47 183.50 12.00 0 171.50 12.00 P48 P48 211+17.26 43.00' L A 184.00 171.50 156.50 12.50 16.50 3 7.58 7.42 15.00 P48-P49 A P48 184.00 12.00 0 172.00 12.00 P49 P49 211+31.86 43.00' L A 184.50 172.00 157.00 12.50 16.50 3 7.58 7.42 15.00 P49-P50 A P49 184.50 12.00 0 172.50 12.00 P50 P50 211+46.46 43.00' L A 185.00 172.50 157.50 12.50 16.50 3 7.58 7.42 15.00 P50-P51 A P50 185.00 12.00 0 173.00 12.00 P51 P51 211+62.06 43.00' L A 185.50 173.00 158.00 12.50 16.50 3 7.58 7.42 15.00 P51-P52 A P51 185.50 12.00 0 173.50 12.00 P52 P52 211+75.66 43.00' L A 186.00 173.50 158.50 12.50 16.50 3 7.58 7.42 15.00 P52-P53 A P52 186.00 12.00 0 174.00 12.00 P53 P53 211+90.26 43.00' L A 186.50 174.00 159.00 12.50 16.50 3 7.58 7.42 15.00 P53-P54 A P53 186.50 12.00 0 174.50 12.00 P54 P54 212+04.86 43.00' L A 187.00 174.50 159.50 12.50 16.50 3 7.58 7.42 15.00 P54-P55 A P54 187.00 12.00 0 175.00 12.00 P55 P55 212+19.46 43.00' L A 187.50 175.00 160.00 12.50 16.50 3 7.58 7.42 15.00 P55-P56 A P55 187.50 12.00 0 175.50 12.00 P56 P56 212+34.06 43.00' L A 188.00 175.50 160.50 12.50 16.50 3 7.58 7.42 15.00 P56-P57 A P56 188.00 12.00 0 176.00 12.00 P57 P57 212+48.66 43.00' L A 188.50 176.00 161.00 12.50 16.50 3 7.58 7.42 15.00 P57-P58 A P57 188.50 12.00 0 176.50 12.00 P58 P58 212+63.26 43.00' L A 189.00 176.50 161.50 12.50 16.50 3 7.58 7.42 15.00 P58-P59 A P58 189.00 12.00 0 177.00 12.00 P59 P59 212+77.86 43.00' L A 189.50 177.00 162.00 12.50 16.50 3 7.58 7.42 15.00 P59-P60 A P59 189.50 12.00 0 177.50 12.00 P60 P60 212+92.47 43.00' L A 190.00 177.50 162.50 12.50 16.50 3 7.58 7.42 15.00 P60-P61 A P60 190.00 12.00 0 178.00 12.00 P61 P61 213+07.07 43.00' L A 190.50 178.00 163.00 12.50 16.50 3 7.58 7.42 15.00 P61-P62 A P61 190.50 12.00 0 178.50 12.00 P62 P62 213+21.67 43.00' L A 191.00 178.50 163.50 12.50 16.50 3 7.58 7.42 15.00 P62-P63 A P62 191.00 12.00 0 179.00 12.00 P63 P63 213+36.27 43.00' L A 191.50 179.00 164.00 12.50 16.50 3 7.58 7.42 15.00 P63-P64 A P63 191.50 12.00 0 179.50 12.00 P64 P64 213+50.87 43.00' L A 192.00 179.50 164.50 12.50 16.50 3 7.58 7.42 15.00 P64-P65 A P64 192.00 12.00 0 180.00 12.00 P65 P65 213+65.47 43.00' L A 192.00 180.00 165.00 12.00 16.00 3 7.58 7.42 15.00 P65-P66 A P65 192.00 12.00 0 180.00 12.00 P66 P66 213+80.07 43.00' L A 192.50 180.00 165.00 12.50 16.50 3 7.58 7.42 15.00 P66-P67 A P66 192.50 12.00 0 180.50 12.00 P67 P67 213+94.67 43.00' L A 193.00 180.50 165.50 12.50 16.50 3 7.58 7.42 15.00 P66-P67 A P66 193.00 12.00 0 181.00 12.00 P67

SOUND WALL 4 & 3 - 4+65.00 TO 9+20.00 - TABLE

N D

S C

A P

R C

H I T

E C

V E

Y O

R S

S po ka ne S tre an d, O R ph on e:

.1 w .h hp

H ar pe r

H ou f P et er so n Ri gh el lis In c.

PATH: CAD:

PLOT STAMP:

R O

O G

E R

O A

C H

I C

K E

R E

O R

C H

E R

W A

S H

I N

G T

N T

PROJECT NUMBER

100389

N O

E V

I S

I O

1 2 3 4

SHEET NO.

SHEET TITLE

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

E n gi n ee ri n g

100% SUBMITTAL

SOUND WALL TABLE

S O

U N

A L

A B

L E

SW04

210138

NOTE: REFER TO DETAILS ON

SW22-SW23 FOR DEFINITION

OF H, S, & T

AutoCAD SHX Text P:\WAS (WASHINGTON COUNTY)\WAS-34 (ROY ROGERS ROAD - LAVENDER TO CHICKEN CREEK)\WAS34-DWGS\SHEETS CAD: WAS34-SW-SOUND WALL PLAN AND WAS34-SW-SOUND WALL PLAN AND PROFILE.DWG, TAB: SW04 SOUND WALL TABLE PLOT STAMP: 10/8/2021 3:34 PM BENA, TAB: SW04 SOUND WALL TABLE PLOT STAMP: 10/8/2021 3:34 PM BENASW04 SOUND WALL TABLE PLOT STAMP: 10/8/2021 3:34 PM BENA10/8/2021 3:34 PM BENA BENABENA

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 70,863

AutoCAD SHX Text

OREGON

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text J

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

EXPIRES:

AutoCAD SHX Text 12/31/21

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

9+00

10+00

11+00 12+00

214+00

215+00

P66 P67 P68

P69 P70

P71 P72

P73 P74

P75 P76 P77 P78 P79 P80 P81 P82 P83 P84 P85 P86 P87 P88 P89 P90 P91

M A

T C

H L

I N

T A

SOUND WALL 3 - 9+35.00 TO 12+60.00

PLAN VIEW

SCALE: 1" = 40' (HORZ.)

0 10 20 40

SCALE: 1" = '40

SOUNDWALL 3

N D

S C

A P

R C

H I T

E C

V E

Y O

R S

S po ka ne S tre an d, O R ph on e:

.1 w .h hp

H ar pe r

H ou f P et er so n Ri gh el lis In c.

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

PATH: CAD:

PLOT STAMP:

R O

O G

E R

O A

C H

I C

K E

R E

O R

C H

E R

W A

S H

I N

G T

N T

PROJECT NUMBER

100389

SHEET NO.

SHEET TITLE

N O

E V

I S

I O

1 2 3 4

E n gi n ee ri n g

100% SUBMITTAL

SOUND WALL PLAN

S O

U N

A L

L A

SW05

139 210

AutoCAD SHX Text P

AutoCAD SHX Text C11

AutoCAD SHX Text

AutoCAD SHX Text P:\WAS (WASHINGTON COUNTY)\WAS-34 (ROY ROGERS ROAD - LAVENDER TO CHICKEN CREEK)\WAS34-DWGS\SHEETS CAD: WAS34-SW-SOUND WALL PLAN AND WAS34-SW-SOUND WALL PLAN AND PROFILE.DWG, TAB: SW05 SOUND WALL PLAN PLOT STAMP: 10/8/2021 3:34 PM BENA, TAB: SW05 SOUND WALL PLAN PLOT STAMP: 10/8/2021 3:34 PM BENASW05 SOUND WALL PLAN PLOT STAMP: 10/8/2021 3:34 PM BENA10/8/2021 3:34 PM BENA BENABENA

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 70,863

AutoCAD SHX Text

OREGON

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text J

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

EXPIRES:

AutoCAD SHX Text 12/31/21

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N wall

Top of Top of Btm of Ftg Total Ht. Diam Total Dep Wall Sound Wall Pil. Top of Panel Height Bott. Wall Pil.

No. Station Offset Detail Pil. Ftg Ftg Design H of Pil. of Ftg "S" "T" of Ftg "L" Panel Detail Left Wall Reg. Retained Wall Height Right

P68 214+09.27 43.00' L A 193.50 181.00 166.00 12.50 16.50 3 7.58 7.42 15.00 P68-P69 A P68 193.50 12.00 0 181.50 12.00 P69 P69 214+23.87 43.00' L A 194.00 181.50 166.50 12.50 16.50 3 7.58 7.42 15.00 P69-P70 A P69 194.00 12.00 0 182.00 12.00 P70 P70 214+38.47 43.00' L A 194.50 182.00 167.00 12.50 16.50 3 7.58 7.42 15.00 P70-P71 A P70 194.50 12.00 0 182.50 12.00 P71 P71 214+53.07 43.00' L A 195.00 182.50 167.50 12.50 16.50 3 7.58 7.42 15.00 P71-P72 A P71 195.00 12.00 0 183.00 12.00 P72 P72 214+67.67 43.00' L A 195.00 183.00 168.00 12.00 16.00 3 7.58 7.42 15.00 P72-P73 A P72 195.00 12.00 0 183.00 12.00 P73 P73 214+82.27 43.00' L A 195.50 183.00 168.00 12.50 16.50 3 7.58 7.42 15.00 P73-P74 A P73 195.50 12.00 0 183.50 12.00 P74 P74 214+96.88 43.00' L A 196.00 183.50 168.50 12.50 16.50 3 7.58 7.42 15.00 P74-P75 A P74 196.00 12.00 0 184.00 12.00 P75 P75 215+11.48 43.00' L A 196.00 184.00 169.00 12.00 16.00 3 7.58 7.42 15.00 P75-P76 A P75 196.00 12.00 0 184.00 12.00 P76 P76 215+26.08 43.00' L A 196.50 184.00 169.00 12.50 16.50 3 7.58 7.42 15.00 P76-P77 A P76 196.50 12.00 0 184.50 12.00 P77 P77 215+40.68 43.00' L A 197.00 184.50 169.50 12.50 16.50 3 7.58 7.42 15.00 P77-P78 A P77 197.00 12.00 0 185.00 12.00 P78 P78 215+55.28 43.00' L A 197.00 185.00 170.00 12.00 16.00 3 7.58 7.42 15.00 P78-P79 A P78 197.00 12.00 0 185.00 12.00 P79 P79 215+69.88 43.00' L A 197.50 185.00 170.00 12.50 16.50 3 7.58 7.42 15.00 P79-P80 A P79 197.50 12.00 0 185.50 12.00 P80 P80 215+84.48 43.00' L A 197.50 185.50 170.50 12.00 16.00 3 7.58 7.42 15.00 P80-P81 A P80 197.50 12.00 0 185.50 12.00 P81 P81 215+99.08 43.00' L A 198.00 185.50 170.50 12.50 16.50 3 7.58 7.42 15.00 P81-P82 A P81 198.00 12.00 0 186.00 12.00 P82 P82 216+13.68 43.00' L A 198.00 186.00 171.00 12.00 16.00 3 7.58 7.42 15.00 P82-P83 A P82 198.00 12.00 0 186.00 12.00 P83 P83 216.28.28 43.00' L A 198.50 186.00 171.00 12.50 16.50 3 7.58 7.42 15.00 P83-P84 A P83 198.50 12.00 0 186.50 12.00 P84 P84 216+42.88 43.00' L A 198.50 186.50 171.50 12.00 16.00 3 7.58 7.42 15.00 P84-P85 A P84 198.50 12.00 0 186.50 12.00 P85 P85 216+57.48 43.00' L A 198.50 186.50 171.50 12.00 16.00 3 7.58 7.42 15.00 P85-P86 A P85 198.50 12.00 0 186.50 12.00 P86 P86 216+72.08 43.00' L A 199.00 186.50 171.50 12.50 16.50 3 7.58 7.42 15.00 P86-P87 A P86 199.00 12.00 0 187.00 12.00 P87 P87 216+86.69 43.00' L A 199.00 187.00 172.00 12.00 16.00 3 7.58 7.42 15.00 P87-P88 A P87 199.00 12.00 0 187.00 12.00 P88 P88 217+01.29 43.00' L A 199.00 187.00 179.58 12.00 16.00 3 0.00 7.42 7.42 P88-P89 A P88 199.00 12.00 0 187.00 12.00 P89 P89 217+15.89 43.00' L A 199.50 187.00 179.58 12.50 16.50 3 0.00 7.42 7.42 P89-P90 A P89 199.50 12.00 0 187.50 12.00 P90 P90 217+30.49 43.00' L A 199.50 187.50 180.08 12.00 16.00 3 0.00 7.42 7.42 P90-P91 A P90 199.50 12.00 0 187.50 12.00 P91 P91 217+45.09 43.00' L A 199.50 187.50 180.08 12.00 16.00 3 0.00 7.42 7.42 P91-P92 A P91 199.50 12.00 0 187.50 12.00 P92

9+35 9+50 10+00 10+50 11+00 11+50 12+00 12+5012+60

ELEV:193.50

ELEV:194.00

ELEV:194.50

ELEV:195.00

ELEV:195.50

ELEV:196.00

ELEV:196.50

ELEV:197.00

ELEV:197.50

ELEV:198.00

ELEV:198.50

ELEV:199.00

ELEV:199.50

P68

P69 P70 P71

P72 P73 P74 P75 P76 P77 P78 P79 P80 P81 P82 P83 P84 P85 P86 P87 P88 P90 P91P89

N D

S C

A P

R C

H I T

E C

V E

Y O

R S

S po ka ne S tre an d, O R ph on e:

.1 w .h hp

H ar pe r

H ou f P et er so n Ri gh el lis In c.

PATH: CAD:

PLOT STAMP:

R O

O G

E R

O A

C H

I C

K E

R E

O R

C H

E R

W A

S H

I N

G T

N T

PROJECT NUMBER

100389

N O

E V

I S

I O

1 2 3 4

SHEET NO.

SHEET TITLE

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

E n gi n ee ri n g

100% SUBMITTAL

SOUND WALL 3 - 9+20.00 TO 12+60.00 - TABLE

SOUND WALL TABLE & PROFILE

S O

U N

A L

A B

F I L

SW06

210140

SOUND WALL 3 - 9+20.00 TO 12+60.00

PROFILE VIEW

SCALE: 1" = 40' (HORZ.)

1" = 10' (VERT.)

325 LF 12' SOUNDWALL

NOTE: WALL HEIGHTS AS SHOWN IN

PROFILE ARE NOISE REDUCTION

HEIGHTS. SEE TABLE FOR TOTAL WALL

HEIGHTS.

NOTE: REFER TO DETAILS ON

SW22-SW23 FOR DEFINITION

OF H, S, & T

AutoCAD SHX Text P:\WAS (WASHINGTON COUNTY)\WAS-34 (ROY ROGERS ROAD - LAVENDER TO CHICKEN CREEK)\WAS34-DWGS\SHEETS CAD: WAS34-SW-SOUND WALL PLAN AND WAS34-SW-SOUND WALL PLAN AND PROFILE.DWG, TAB: SW06 SOUND WALL TABLE & PROFILE PLOT STAMP: 10/8/2021 3:35 PM BENA, TAB: SW06 SOUND WALL TABLE & PROFILE PLOT STAMP: 10/8/2021 3:35 PM BENASW06 SOUND WALL TABLE & PROFILE PLOT STAMP: 10/8/2021 3:35 PM BENA10/8/2021 3:35 PM BENA BENABENA

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 70,863

AutoCAD SHX Text

OREGON

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text J

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

EXPIRES:

AutoCAD SHX Text 12/31/21

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

0+00 1+00 2+00 3+00 3+16

13+00

14+00 15+00 16+00

16+21

218+00

219+00 220+00 221+00

P93P92 P94 P95 P96 P97 P98 P99 P100 P101 P102 P103 P104 P105 P106 P107 P108 P109 P110 P111 P112 P113 P114 P115 P116 P117

P118

P119

P120 P121 P122 P123 P124 P125 P126

P127

P128 P129 P130 P131 P132 P133

P134

P135

P136

P137 P138 P139 P140 P141

P142 P143

N D

S C

A P

R C

H I T

E C

V E

Y O

R S

S po ka ne S tre an d, O R ph on e:

.1 w .h hp

H ar pe r

H ou f P et er so n Ri gh el lis In c.

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

PATH: CAD:

PLOT STAMP:

R O

O G

E R

O A

C H

I C

K E

R E

O R

C H

E R

W A

S H

I N

G T

N T

PROJECT NUMBER

100389

SHEET NO.

SHEET TITLE

N O

E V

I S

I O

1 2 3 4

E n gi n ee ri n g

100% SUBMITTAL

SOUND WALL 3 - 12+60.00 TO 16+20.68

SOUND WALL 6 - PLAN VIEW

SCALE: 1" = 40' (HORZ.)

0 10 20 40

SCALE: 1" = '40

SOUND WALL PLAN

S O

U N

A L

L A

SW07

141 210

STA: 221+19.35, 56.90' L (CL-ROY ROGERS) =

STA. 16+20.68 (SOUND WALL 3)

STA: 221+04.01, 49.80' R (CL-ROY ROGERS) =

STA. 3+16.25 (SOUND WALL 6)

STA: 217+97.88, 62.00' R (CL-ROY ROGERS) =

STA. 0+00.00 (SOUND WALL 6)

SW ROY ROGERS RD

N L

A Y

SOUNDWALL 3

SOUNDWALL 6

AutoCAD SHX Text

TEL

AutoCAD SHX Text P

AutoCAD SHX Text

PWR

AutoCAD SHX Text I

AutoCAD SHX Text P

AutoCAD SHX Text

WAT

AutoCAD SHX Text

WAT

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text

IRR

AutoCAD SHX Text P

AutoCAD SHX Text

PWR

AutoCAD SHX Text

AutoCAD SHX Text P:\WAS (WASHINGTON COUNTY)\WAS-34 (ROY ROGERS ROAD - LAVENDER TO CHICKEN CREEK)\WAS34-DWGS\SHEETS CAD: WAS34-SW-SOUND WALL PLAN AND WAS34-SW-SOUND WALL PLAN AND PROFILE.DWG, TAB: SW07 SOUND WALL PLAN PLOT STAMP: 10/8/2021 3:35 PM BENA, TAB: SW07 SOUND WALL PLAN PLOT STAMP: 10/8/2021 3:35 PM BENASW07 SOUND WALL PLAN PLOT STAMP: 10/8/2021 3:35 PM BENA10/8/2021 3:35 PM BENA BENABENA

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 70,863

AutoCAD SHX Text

OREGON

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text J

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

EXPIRES:

AutoCAD SHX Text 12/31/21

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N wall

Top of Top of Btm of Ftg Total Ht. Diam Total Dep Wall Sound Wall Pil. Top of Panel Height Bott. Wall Pil.

No. Station Offset Detail Pil. Ftg Ftg Design H of Pil. of Ftg "S" "T" of Ftg "L" Panel Detail Left Wall Reg. Retained Wall Height Right

P92 217+51.27 43.00' L A 199.50 187.50 180.08 12.00 16.00 3 0.00 7.42 7.42 P92-P93 A P92 199.50 12.00 0 187.50 12.00 P93 P93 217+74.29 43.00' L A 200.00 187.50 180.08 12.50 16.50 3 0.00 7.42 7.42 P93-P94 A P93 200.00 12.00 0 188.00 12.00 P94 P94 217+88.89 43.00' L A 200.00 188.00 180.58 12.00 16.00 3 0.00 7.42 7.42 P94-P95 A P94 200.00 12.00 0 188.00 12.00 P95 P95 218+03.49 43.00' L A 200.50 188.00 180.58 12.50 16.50 3 0.00 7.42 7.42 P95-P96 A P95 200.50 12.00 0 188.50 12.00 P96 P96 218+18.09 43.00' L A 200.50 188.50 181.08 12.00 16.00 3 0.00 7.42 7.42 P96-P97 A P96 200.50 12.00 0 188.50 12.00 P97 P97 218+32.69 43.00' L A 200.50 188.50 181.08 12.00 16.00 3 0.00 7.42 7.42 P97-P98 A P97 200.50 12.00 0 188.50 12.00 P98 P98 218+47.29 43.00' L A 201.00 188.50 181.08 12.50 16.50 3 0.00 7.42 7.42 P98-P99 A P98 201.00 12.00 0 189.00 12.00 P99 P99 218+61.29 43.00' L A 201.00 189.00 181.58 12.00 16.00 3 0.00 7.42 7.42 P99-P100 A P99 201.00 12.00 0 189.00 12.00 P100

P100 218+76.49 43.00' L A 201.00 189.00 181.58 12.00 16.00 3 0.00 7.42 7.42 P100-P101 A P100 201.00 12.00 0 189.00 12.00 P101 P101 218+91.10 43.00' L A 201.00 189.00 181.58 12.00 16.00 3 0.00 7.42 7.42 P101-P102 A P101 201.00 12.00 0 189.00 12.00 P102 P102 219+05.70 43.00' L A 201.50 189.00 181.58 12.50 16.50 3 0.00 7.42 7.42 P102-P103 A P102 201.50 12.00 0 189.50 12.00 P103 P103 219+20.30 43.00' L A 201.50 189.50 182.08 12.00 16.00 3 0.00 7.42 7.42 P103-P104 A P103 201.50 12.00 0 189.50 12.00 P104 P104 219+34.44 43.00' L A 201.50 189.50 182.08 12.00 16.00 3 0.00 7.42 7.42 P104-P105 A P104 201.50 12.00 0 189.50 12.00 P105 P105 219+48.19 43.00' L A 201.50 189.50 182.08 12.00 16.00 3 0.00 7.42 7.42 P105-P106 A P105 201.50 12.00 0 189.50 12.00 P106 P106 219+61.94 43.00' L A 201.50 189.50 182.08 12.00 16.00…

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 Jun 27, 2025.