100627_Kinnaman_Rd_ETR.pdf

PDF 11 MB Posted Oct 26, 2026

Attached to: Early Tree Removal for Capital Project Services
Solicitation number: 2026.099-ITQ
Issued by: Washington County, Oregon

About this file

Written by GovTribe AI · Oct 27, 2026

This document is a set of engineering design plans prepared by Mackay & Posito for Washington County, Oregon's Department of Land Use and Transportation for the SW Kinnaman Road project (Project Number 100627), spanning approximately 1,700 feet from SW 209th Avenue to SW 202nd Avenue. The project encompasses illumination, signing, striping, grading, drainage, and paving improvements to the roadway. The plans are preliminary in nature and dated March 12, 2013, prepared under the professional engineering oversight of Heather C. Davis, PE (Oregon License #87211PE, expiring June 30, 2026). The project involves substantial demolition and site preparation work, including removal of existing asphalt pavement, sidewalks, curbing, and utility infrastructure coordination. Tree removal and protection is a significant component, with multiple sheets documenting specific trees to be removed within the existing right-of-way (notably 5 trees on sheet DM04, 5 trees on sheet DM08, and additional trees requiring protection and coordination with an arborist). The project's impervious area will increase from 1.74 acres (existing) to 2.08 acres (proposed). Work includes coordination with multiple utility companies including Ziply, NW Natural, Comcast, and local water and sanitary authorities.

The demolition and tree removal work must be completed by February 28, 2027, based on the related contract opportunity for "Early Tree Removal for Capital Project Services." The plans explicitly require contractor coordination with a project arborist for all tree work, including protection of critical root zones, adherence to ISA Best Management Practices, and ANSI A300 standards for pruning. Tree protection fencing specifications and erosion control measures are detailed to prevent damage to trees to be preserved. The project involves multiple stakeholder coordination requirements, including property owner notification for mailbox relocation and tree removal requiring liaison with adjacent property owners. The design complies with Oregon Revised Statutes regarding utility infrastructure placement and Oregon Utility Notification Center requirements per OAR 952-001-0010 through OAR 952-001-0090. Project management will be conducted by Ryan Krueger, AICP, CFM, RSP1 at Washington County (155 N 1st Ave, Hillsboro, OR 97214).

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2026-27_ETR_Cheat_Sheet.xlsx	XLSX spreadsheet	Oct 26, 2026
100666_Denney_Rd_ETR.pdf	PDF	Oct 26, 2026
2022-ATTACHMENT-C-INSURANCE_REQUIREMENTS_SAMPLE.pdf	PDF	Oct 26, 2026
100694_Thompson_Rd_ETR.pdf	PDF	Oct 26, 2026
2025-SERVICES-CONTRACT-MASTERformGood_8-8-25.pdf	PDF	Oct 26, 2026

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W A S H I N G T O N C O U N T Y, O R E G O N

DEPARTMENT OF LAND USE AND TRANSPORTATION

PLANS FOR PROPOSED PROJECT

ILLUMINATION, SIGNING, & STRIPING

GRADING, DRAINAGE, PAVING,

WASHINGTON COUNTY

SW KINNAMAN ROAD

VICINITY MAP

PROJECT MAPSTA. 10+57

"This Design Complies with ORS 92.044(7), In That No Utility Infrastructure is Designed to be Within 1 Ft.

of a Survey Monument Location Shown on a Subdivision or Partition Plat. No Design Modification Nor Final Field Location Change Shall be Permitted If It Would Cause Any Utility Infrastructure To Be Placed Within the Prohibited Area."

SW 209TH TO SW 202ND AVE

Vertical Datum:

Washington County vertical datum based on ties to Washington County Benchmark 960. Benchmark elevation = 170.982'.

Horizontal Datum:

Oregon State Plane North Zone NAD83(2011)

Survey Notes:

Distances shown hereon are ground distances. To convert to grid, scale about point #1 by a factor of 0.9999033.

Locate information was established from utility locate request ticket numbers 22080626, 22080600, and 22080587. All utilities need to be field verified prior to construction.

Right-of-way and parcel lines were established by translating and rotating existing linework provided by Washington County to found monuments and control points.

STA. 27+02

END OF PROJ.

BEGINNING OF PROJ.

Oregon Law Requires You To Follow Rules

Adopted By The Oregon Utility Notification Center.

Those Rules Are Set Forth In OAR 952-001-0010 Through

OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center.

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PATH: CAD: PLOT STAMP:

A M

A N

R O

A D

T O

S W

N D

N C

O U

PROJECT NUMBER

100627

SHEET NO.

SHEET TITLE

N O

1 2 3 4

PRELIMINARY

P U

W O

N D

T w w w .m ac ka ys po sit o.

co m

87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ERED PROFESS IONA L

ENGINEER

EXPIRES:06/30/26

G01

C O

S H

1 215

N S

Overall Length Of Project - 1,700 Ft.

Sunset Hwy.

Cornelius

WASHINGTON COUNTY

Tim be r R d.

Gales Cr.Rd.

Hw y.4

7Grove Forest

Banks

TualatinSherwood

Wilsonville

I-5 Rd

King City Scholls

Hwy.219

Hillsboro T.V.Hwy 18

5th

Mu rra y

Rd.

Tigard

Fry.

Cornell

Beaverton

Union Rd.

North PlainsWest

MARCH 2026

1S214AA & 1S213BB

PROJECT MANAGER

18405 SE MILL PLAIN BLVD, SUITE 100

VANCOUVER, WA 98683

PHONE (360) 695-3411

www.mackaysposito.com

ATTN: HEATHER DAVIS, PE

hdavis@mackaysposito.com

PROJECT MANAGER

WASHINGTON COUNTY

155 N 1ST AVE,

HILLSBORO, OR 97214

PHONE (971) 470-5333

www.washingtoncountyor.gov

ATTN: RYAN KRUEGER, AICP, CFM, RSP1

ryan_krueger@washingtoncountyor.gov

PROJECT IMPERVIOUS AREAS:

Existing Impervious - 1.74 acres Proposed Impervious - 2.08 acres

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KINNAMAN

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AutoCAD SHX Text W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_1_1C_COVER.DWG, TAB: COVER SHEET PLOT STAMP: 6/22/2026 4:26 PM PMENGLER17846_1_1C_COVER.DWG, TAB: COVER SHEET PLOT STAMP: 6/22/2026 4:26 PM PMENGLER, TAB: COVER SHEET PLOT STAMP: 6/22/2026 4:26 PM PMENGLERCOVER SHEET PLOT STAMP: 6/22/2026 4:26 PM PMENGLER6/22/2026 4:26 PM PMENGLER PMENGLERPMENGLER

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RyanKr Text Box Early tree removal plans

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SHEET NO.

SHEET TITLE

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PRELIMINARY

W O

T w w w .m ac ka ys po sit o.

co m

87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ERED PROFESS IONA L

ENGINEER

EXPIRES:06/30/26

G03

3 215

N S

SURFACE / LANDSCAPING

UTILITIES

CLEARING AND GRUBBING

BUILDINGS

RETAINING WALL

TREELINE

PROPOSED

FEATURE LINETYPES

10+00

EXISTING

STORM SEWER

CURB & GUTTER

GRAVEL ROAD

DRIVE/PARKING

SIDEWALK

PAVED ROAD

EASEMENT

CURB

RIGHT OF WAY

CENTER LINE

CENTER LINE STATION TEXT11+00

TELEPHONE

AREA DRAIN

CATCH BASIN

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PROPERTY LINES

DESCRIPTION EXIST

SYMBOLS

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SANITARY SEWER

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COMMERCIAL WATER METER

DESCRIPTION

SANITARY MANHOLE

SANITARY CLEANOUT

POWER

GUY WIRE ANCHOR

POWER POLE

LINETYPES

DESCRIPTION

GAS VALVE

GAS

AC PAVEMENT

CONCRETE

SAWCUT LINE

GRAVEL

WOOD FENCE

REFERENCE LINETYPES

ELECTRIC BOX

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GAS METER

STORM CLEANOUT

STORM CULVERT (OUTLET)

COMBINATION CURB INLET

SANITARY STUB

FIRE DEPT. CONNECTION

FLAG

GATE POST

MAILBOX/CLUSTER UNIT

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TREE (CONIFEROUS)

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TRAFFIC

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RIPRAP

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NUMBER

ASPHALTIC CONCRETE

CENTERLINE

AND

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CONCRETE

CUBIC FEET

CORRUGATED METAL PIPE

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FOC

FORCE MAIN

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FIRE HYDRANT

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MAX

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INSIDE DIAMETER

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NUMBER

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TRANSFORMER

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TURN DIRECTIONS

BOTTOM OF WALLBW

DIMENSIONDIM

FL FLOW LINE

CHAIN LINK FENCE

MISC FENCE

TELEPHONE

TELEVISION

TV J-BOX

TV SERVICE BOX

TREE (ORNAMENTAL)

TREE (CLUMP)

IRRIGATION CONTROL VALVE

IRRIGATION

SPRINKLER VALVE

SPRINKLER CONTROL VALVE

CURB INLET

SLANTED STORM INLET

TRAFFIC SIGNAL CONDUIT FIBEROPTIC

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CONCRETE

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STORM SEWER LATERAL

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SANITARY SEWER MAIN

STORM SEWER MAIN

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FIBER OPTIC CONDUIT (UG)

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DIRECTION OF FLOW

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AC/GRINDING/INLAY

HINGE LINE

TEMPORARY

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WALL EASEMENT

PUBLIC SLOPE AND UTILITY

DEMOLITION

LINEAR DEMOLITION

MAILBOX REMOVAL

CATCH BASIN REMOVAL

TREE REMOVAL

STUMP GRIND OR CUT

STRUCTURAL ROOTS BEFORE

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LUMINAIRE

INLET PROTECTION

FIELD

EASEMENT

CONSTRUCTION EASEMENT

PEDESTAL

BERM

(MAJOR)

(MINOR)

(MAJOR)

(MINOR)

SIDEWALK

STRADDLE BLOCK

DRAINAGE EASEMENT AIR RELIEF VALVE

BEST MANAGEMENT PRACTICESBMP

ESCP

DEQ DEPARTMENT OF

ENVIRONMENTAL QUALITY

EROSION & SEDIMENT CONTROL

PLAN

SINGLE MAILBOX

TRAFFIC

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TRAFFIC SIGNAL

J- BOX (UG)

TRAFFIC SIGNAL

CONTROL BOX

TRAFFIC CONTROL

POLE AND ARM

RECTANGULAR RAPID

FLASHING BEACON

POWER POLE W/LIGHT

LINEAR DEMOLITION

AutoCAD SHX Text W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_1_1C_COVER.DWG, TAB: LEGEND PLOT STAMP: 6/22/2026 4:54 PM PMENGLER17846_1_1C_COVER.DWG, TAB: LEGEND PLOT STAMP: 6/22/2026 4:54 PM PMENGLER, TAB: LEGEND PLOT STAMP: 6/22/2026 4:54 PM PMENGLERLEGEND PLOT STAMP: 6/22/2026 4:54 PM PMENGLER6/22/2026 4:54 PM PMENGLER PMENGLERPMENGLER

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SHEETS:

EX02, EC03 DM04,

TC02, HC02, C02,

SS02, L02, & IL06

SHEETS:

EX03, EC04 DM06,

TC03, HC03, C03,

SS03, L03, IL07, &

RRFB03

SHEETS:

EX04, EC05, DM08,

TC04, HC04, C04,

SS04, L04, & IL07

SHEETS:

EX05, EC06, DM10,

TC05, HC05, C05,

SS05, L05, & IL08

SHEETS:

EX01, EC02, DM02,

TC01, HC01, C01,

SS01, L01, & IL06

SW KINNAMAN ROAD

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PATH: CAD: PLOT STAMP:

PROJECT NUMBER

100627

SHEET NO.

SHEET TITLE

PRELIMINARY

A M

A N

R O

A D

D T

O S

N C

O U

N O

1 2 3 4

La n d U se

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87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ER ED PROFESSIONA L

ENGINEER

EXPIRES:06/30/26

NOTE:

THE PURPOSE OF THIS SHEET IS TO SHOW THE FULL PROJECT EXTENTS, AS WELL AS

DOCUMENT ROADWAY PLAN SHEET ORGANIZATION. SEE SHEET G02 "INDEX OF SHEETS"

FOR DESCRIPTION AND NUMBERING SERIES FOR OTHER TYPES OF PLAN SHEETS.

0 150

SCALE: 1" = 150'

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W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_1_1C_COVER.DWG, TAB: GRAPHIC SHEET INDEX PLOT STAMP: 6/22/2026 5:12 PM PMENGLER17846_1_1C_COVER.DWG, TAB: GRAPHIC SHEET INDEX PLOT STAMP: 6/22/2026 5:12 PM PMENGLER, TAB: GRAPHIC SHEET INDEX PLOT STAMP: 6/22/2026 5:12 PM PMENGLERGRAPHIC SHEET INDEX PLOT STAMP: 6/22/2026 5:12 PM PMENGLER6/22/2026 5:12 PM PMENGLER PMENGLERPMENGLER

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GIST ER ED PROFESSIONA L

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EXPIRES:06/30/26

DEMOLITION NOTES

AutoCAD SHX Text GENERAL NOTES 1. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. G03 FOR ABBREVIATIONS AND LEGEND. FOR ABBREVIATIONS AND LEGEND. 2. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. 3. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. DEMOLITION SAWCUT 11' WIDE, EXISTING A.C. PAVEMENT FROM STA 11+03.43 TO STA 19+42.64. REMOVE EXISTING A.C. PAVEMENT. REMOVE EXISTING SIDEWALK. REMOVE EXISTING CURB OR CURB & GUTTER. REMOVE EXISTING DRIVEWAY APRON. PRESERVE AND PROTECT EXISTING WATER MAIN. DEMO EXISTING STRUCTURE OR PIPE. REMOVE EXISTING TREE/VEGETATION. GRIND EXISTING A.C. PAVEMENT PER TYPICAL ROADWAY SECTION SHEET G05 & G06. G05 & G06. & G06. G06. . REMOVE EXISTING UTILITY POLE AND STREET LIGHT, BY OTHERS. RELOCATE (R) BY OTHERS OR PROTECT (P) EXISTING UTILITY. COORDINATE WITH ZIPLY, NW NATURAL, AND COMCAST. PRESERVE AND PROTECT EXISTING UTILITY POLE AND OVERHEAD LINES BY OTHERS. REMOVE EXISTING BARRICADE. RELOCATE (R) BY OTHERS OR PROTECT (P) EXISTING HYDRANT, WATER METER, OR VAULT. REMOVE EXISTING GRAVEL. RELOCATE EXISTING MAILBOX. COORDINATE WITH PROPERTY OWNER. REMOVE EXISTING RAMP. REMOVE AND SAVE EXISTING SIGN, DISCARD POST. SAWCUT EXISTING A.C. PAVEMENT AT STA 10+57.08. SAWCUT EXISTING A.C. PAVEMENT AT STA 100+51.90. PROTECT EXISTING TREE AND PROVIDE TREE PROTECTION FENCING. CONTRACTOR TO COORDINATE WITH ARBORIST.

AutoCAD SHX Text TREE PROTECTION NOTES 1. TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) IS DEFINED AS THE DRIPLINE TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) IS DEFINED AS THE DRIPLINE OF PROTECTED TREES REGARDLESS OF THE LOCATION OF PROTECTION FENCING. 2. PROTECTION FENCING. TREES TO BE PRESERVED SHALL BE PROTECTED BY INSTALLATION PROTECTION FENCING. TREES TO BE PRESERVED SHALL BE PROTECTED BY INSTALLATION OF TREE PROTECTION FENCING TO PREVENT INJURY TO TREE TRUNKS OR ROOTS, OR SOIL COMPACTION WITHIN THE TPZ OR AS OTHERWISE DEPICTED ON THE TREE REMOVAL AND PROTECTION PLAN. PROTECTION FENCING SHALL BE MINIMUM 3.5-FOOT-HIGH ORANGE PLASTIC MESH FENCING ON METAL STAKES. TREES LOCATED MORE THAN 30-FEET FROM CONSTRUCTION ACTIVITY SHOULD NOT REQUIRE FENCING. 3. EROSION CONTROL. SILT FENCING REQUIRED TO BE INSTALLED WITHIN TPZS SHALL NOT EROSION CONTROL. SILT FENCING REQUIRED TO BE INSTALLED WITHIN TPZS SHALL NOT BE TRENCHED IN PER MANUFACTURER SPECIFICATIONS TO AVOID ROOT DAMAGE. INSTEAD, ROLL THE BASE OF THE SILT FENCE AROUND A STRAW WATTLE AND STAKE THE WATTLE SECURELY INTO THE GROUND OR USE COMPOST SOCKS OR OTHER TECHNIQUES THAT AVOID TREE ROOT IMPACTS. 4. TREE REMOVAL. TREES TO BE REMOVED SHALL BE CLEARLY IDENTIFIED WITH TREE REMOVAL. TREES TO BE REMOVED SHALL BE CLEARLY IDENTIFIED WITH TREE-MARKING PAINT OR OTHER METHODS. TREE REMOVAL SHALL BE PERFORMED BY AN EXPERIENCED, LICENSED, BONDED, AND INSURED TREE SERVICE PROVIDER. DIRECTIONALLY FELL OR SURGICALLY REMOVE TREES TO AVOID CONTACT OR OTHERWISE PREVENT DAMAGE TO THE TRUNKS AND BRANCHES OF TREES TO BE PRESERVED. 5. STUMP REMOVAL. STUMPS OF TREES PLANNED FOR REMOVAL THAT ARE LOCATED WITHIN STUMP REMOVAL. STUMPS OF TREES PLANNED FOR REMOVAL THAT ARE LOCATED WITHIN THE TPZ OF PROTECTED TREES SHALL REMAIN IN THE GROUND WHERE FEASIBLE. OTHERWISE, STUMPS MAY BE REMOVED BY STUMP GRINDING TO JUST BELOW THE GROUND SURFACE OR EXTRACTED FROM THE GROUND UNDER PROJECT ARBORIST SUPERVISION. 6. CROWN PRUNING. TREES TO BE PRESERVED MAY REQUIRE MINOR PRUNING FOR CROWN PRUNING. TREES TO BE PRESERVED MAY REQUIRE MINOR PRUNING FOR OVERHEAD CLEARANCE AND TO REMOVE DEAD AND DEFECTIVE BRANCHES FOR SAFETY. CROWN PRUNING SHALL BE PERFORMED BY AN EXPERIENCED, LICENSED, BONDED, AND INSURED TREE SERVICE PROVIDER USING ISA BEST MANAGEMENT PRACTICES FOR PRUNING AND ANSI A300 STANDARDS. THE OWNER SHALL COORDINATE WITH ADJACENT PROPERTY OWNERS IF AUTHORIZATION IS NEEDED TO PROPERLY PRUNE TREES ON PRIVATE PROPERTY WITH CROWNS OVERHANGING THE PUBLIC RIGHT OF WAY. 7. DEMOLITION. COORDINATE WITH THE PROJECT ARBORIST IF TREE ROOTS MEASURING AT DEMOLITION. COORDINATE WITH THE PROJECT ARBORIST IF TREE ROOTS MEASURING AT LEAST 2-INCHES IN DIAMETER ARE REVEALED WHERE EXISTING SURFACING IS REMOVED IN ORDER TO DOCUMENT EXPOSED ROOTS AND PROVIDE ADDITIONAL RECOMMENDATIONS ON-THE-GROUND AS NEEDED. SPOILS SHALL BE HAULED OUTSIDE OF THE TPZ IMMEDIATELY (NO TEMPORARY STOCKPILES). FOLLOWING DEMOLITION, COVER THE GROUND SURFACE WITH 2-INCHES OF TOP SOIL AND 2- TO 3-INCHES OF ARBORIST CHIP MULCH UNLESS THE AREA WILL BE RESURFACED. AT TREE #1985, TREE PROTECTION FENCING MAY BE TEMPORARILY OPENED FOR EXISTING CONCRETE STEP STONES TO BE REMOVED BY HAND FROM THE LANDSCAPE STRIP. 8. EXCAVATION WITH TPZS. EXCAVATION WITHIN THE TPZ OF PROTECTED TREES SHALL BE EXCAVATION WITH TPZS. EXCAVATION WITHIN THE TPZ OF PROTECTED TREES SHALL BE AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION IS UNAVOIDABLE, THE DEVELOPER SHALL COORDINATE WITH THE PROJECT ARBORIST TO EVALUATE THE PROPOSED EXCAVATION TO DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES. THIS CAN INCLUDE TUNNELING, HAND DIGGING, USING A MODIFIED PROFILE OR OTHER APPROACHES. 9. ROOT PRUNING. ROOTS SMALLER THAN 2-INCHES IN DIAMETER MAY BE PRUNED CLEAN ROOT PRUNING. ROOTS SMALLER THAN 2-INCHES IN DIAMETER MAY BE PRUNED CLEAN TO SOUND WOOD USING A SHARP SAW AS DIGGING PROGRESSES TO AVOID PULLING AND TEARING ROOTS. PRUNE ROOTS PERPENDICULAR TO THE NATURAL GROWTH DIRECTION WITH BARK FIRMLY ATTACHED. EXCAVATION IMMEDIATELY ADJACENT TO ROOTS LARGER THAN 2-INCHES IN DIAMETER WITHIN THE TPZ SHALL BE BY HAND OR OTHER NON-INVASIVE TECHNIQUES TO ENSURE THAT ROOTS ARE NOT DAMAGED. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ARBORIST IN A TIMELY MANNER PRIOR TO PRUNING ROOTS MEASURING 2-INCHES IN DIAMETER AND LARGER PRIOR TO IMPACTS AND THE PROJECT ARBORIST SHALL ASSESS AND DOCUMENT SUCH ROOTS AND PROVIDE ON-THE-GROUND RECOMMENDATIONS. WHERE FEASIBLE, THESE ROOTS SHALL BE PROTECTED BY TUNNELING OR OTHER MEANS TO AVOID DESTRUCTION OR DAMAGE.

AutoCAD SHX Text W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM01 PLOT STAMP: 6/22/2026 5:29 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM01 PLOT STAMP: 6/22/2026 5:29 PM PMENGLER, TAB: DM01 PLOT STAMP: 6/22/2026 5:29 PM PMENGLERDM01 PLOT STAMP: 6/22/2026 5:29 PM PMENGLER6/22/2026 5:29 PM PMENGLER PMENGLERPMENGLER

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Tree protection notes apply to all removals

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87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ERED PROFESS IONA L

ENGINEER

EXPIRES:06/30/26

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1S214AA11100 20860 SW KINNAMAN RD

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1S214AA16200 4189 SW DALTON PL

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1S214AA00400 20725 SW KINNAMAN RD FILE 5

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1S214AA00600 4170 SW 209TH AVE FILE 1

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FILE 4

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LEGEND

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REMOVE EXIST. PAVEMENT, SIDEWALK, CURB OR CURB AND GUTTER

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GRIND EXIST. A.C. PAVEMENT

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STRUCTURE/TREE DEMOLITION

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LINEAR DEMOLITION

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LINEAR ABANDONMENT

AutoCAD SHX Text W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM02 PLOT STAMP: 6/22/2026 4:43 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM02 PLOT STAMP: 6/22/2026 4:43 PM PMENGLER, TAB: DM02 PLOT STAMP: 6/22/2026 4:43 PM PMENGLERDM02 PLOT STAMP: 6/22/2026 4:43 PM PMENGLER6/22/2026 4:43 PM PMENGLER PMENGLERPMENGLER

RyanKr

Zero trees to be removed on this sheet

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87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ER ED PROFESSIONA L

ENGINEER

EXPIRES:06/30/26

DEMOLITION NOTES

AutoCAD SHX Text GENERAL NOTES 1. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. G03 FOR ABBREVIATIONS AND LEGEND. FOR ABBREVIATIONS AND LEGEND. 2. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. 3. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. 4. SEE SHEET DM01 FOR TREE PROTECTION NOTES. SEE SHEET DM01 FOR TREE PROTECTION NOTES. DM01 FOR TREE PROTECTION NOTES. FOR TREE PROTECTION NOTES. DEMOLITION SAWCUT 11' WIDE, EXISTING A.C. PAVEMENT FROM STA 11+03.43 TO STA 19+42.64. REMOVE EXISTING A.C. PAVEMENT. REMOVE (D) OR PROTECT (P) EXISTING SIDEWALK. REMOVE EXISTING CURB OR CURB & GUTTER. REMOVE EXISTING DRIVEWAY APRON. PRESERVE AND PROTECT EXISTING WATER MAIN. DEMO EXISTING STRUCTURE OR PIPE. GRIND EXISTING A.C. PAVEMENT PER TYPICAL ROADWAY SECTION SHEET G06 & G07. G06 & G07. & G07. G07. . REMOVE EXISTING STREET LIGHT. RELOCATE (R) BY OTHERS OR PROTECT (P) EXISTING UTILITY. COORDINATE WITH ZIPLY, NW NATURAL, AND COMCAST. PRESERVE AND PROTECT EXISTING UTILITY POLE AND OVERHEAD LINES. REMOVE EXISTING TREE AND VEGETATION. PROTECT (P) OR ADJUST (A) BY OTHERS, OR RELOCATE (R) BY OTHERS EXISTING HYDRANT, WATER METER, OR VAULT BY OTHERS. REMOVE EXISTING GRAVEL. RELOCATE (R) OR PROTECT (P) EXISTING MAILBOX. COORDINATE WITH PROPERTY OWNER. REMOVE EXISTING RAMP. REMOVE AND SAVE EXISTING SIGN, DISCARD POST. SAWCUT EXISTING A.C. PAVEMENT AT STA 199+39.81. PROTECT EXISTING TREE AND PROVIDE TREE PROTECTION FENCING. CONTRACTOR TO COORDINATE WITH ARBORIST.

AutoCAD SHX Text W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM03 PLOT STAMP: 6/22/2026 5:35 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM03 PLOT STAMP: 6/22/2026 5:35 PM PMENGLER, TAB: DM03 PLOT STAMP: 6/22/2026 5:35 PM PMENGLERDM03 PLOT STAMP: 6/22/2026 5:35 PM PMENGLER6/22/2026 5:35 PM PMENGLER PMENGLERPMENGLER

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87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ERED PROFESS IONA L

ENGINEER

EXPIRES:06/30/26

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1S214AA16300 20621 SW KINNAMAN RD FILE 12

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LEGEND

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REMOVE EXIST. PAVEMENT, SIDEWALK, CURB OR CURB AND GUTTER

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GRIND EXIST. A.C. PAVEMENT

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STRUCTURE/TREE DEMOLITION

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LINEAR DEMOLITION

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LINEAR ABANDONMENT

AutoCAD SHX Text W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM04 PLOT STAMP: 6/22/2026 4:32 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM04 PLOT STAMP: 6/22/2026 4:32 PM PMENGLER, TAB: DM04 PLOT STAMP: 6/22/2026 4:32 PM PMENGLERDM04 PLOT STAMP: 6/22/2026 4:32 PM PMENGLER6/22/2026 4:32 PM PMENGLER PMENGLERPMENGLER

RyanKr Text Box 5 total trees to be removed on this sheet; all are within existing R/W

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87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ER ED PROFESSIONA L

ENGINEER

EXPIRES:06/30/26

DEMOLITION NOTES

AutoCAD SHX Text GENERAL NOTES 1. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. G03 FOR ABBREVIATIONS AND LEGEND. FOR ABBREVIATIONS AND LEGEND. 2. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. 3. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. 4. SEE SHEET DM01 FOR TREE PROTECTION NOTES. SEE SHEET DM01 FOR TREE PROTECTION NOTES. DM01 FOR TREE PROTECTION NOTES. FOR TREE PROTECTION NOTES. DEMOLITION SAWCUT 11' WIDE, EXISTING A.C. PAVEMENT FROM STA 11+03.43 TO STA 19+42.64. REMOVE EXISTING A.C. PAVEMENT. REMOVE EXISTING SIDEWALK. REMOVE EXISTING CURB OR CURB & GUTTER. REMOVE EXISTING DRIVEWAY APRON. PRESERVE AND PROTECT EXISTING WATER MAIN. DEMO EXISTING STRUCTURE OR PIPE. REMOVE EXISTING TREE/VEGETATION. GRIND EXISTING A.C. PAVEMENT PER TYPICAL ROADWAY SECTION SHEET G07. G07. . REMOVE EXISTING STREET LIGHT. RELOCATE (R) BY OTHERS OR PROTECT (P) EXISTING UTILITY. COORDINATE WITH ZIPLY, NW NATURAL, AND COMCAST. PRESERVE AND PROTECT EXISTING UTILITY POLE AND OVERHEAD LINES. PROTECT (P), ADJUST (A) BY OTHERS, OR RELOCATE (R) BY OTHERS EXISTING HYDRANT, WATER METER, OR VAULT. RELOCATE EXISTING MAILBOX. COORDINATE WITH PROPERTY OWNER. REMOVE EXISTING RAMP. REMOVE AND SAVE EXISTING SIGN PROTECT EXISTING SIDEWALK. SAWCUT 18' WIDE, EXISTING A.C. PAVEMENT FROM STA 19+86.02 TO STA 23+65.86.

AutoCAD SHX Text SAWCUT EXISTING A.C. PAVEMENT AT STA 300+48.36. SAWCUT EXISTING A.C. PAVEMENT AT STA 300+48.35 (11.80' RT). SAWCUT EXISTING A.C. PAVEMENT AT STA 300+37.34 (16.35' RT). SAWCUT EXISTING A.C. PAVEMENT AT STA 19+95.62 (56.11' RT). SAWCUT EXISTING A.C. PAVEMENT AT STA 20+11.99 (97.32' RT). PROTECT EXISTING TREE AND PROVIDE TREE PROTECTION FENCING. CONTRACTOR TO COORDINATE WITH ARBORIST.

W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM05 PLOT STAMP: 6/22/2026 4:34 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM05 PLOT STAMP: 6/22/2026 4:34 PM PMENGLER, TAB: DM05 PLOT STAMP: 6/22/2026 4:34 PM PMENGLERDM05 PLOT STAMP: 6/22/2026 4:34 PM PMENGLER6/22/2026 4:34 PM PMENGLER PMENGLERPMENGLER

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OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ERED PROFESS IONA L

ENGINEER

EXPIRES:06/30/26

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LEGEND

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REMOVE EXIST. PAVEMENT, SIDEWALK, CURB OR CURB AND GUTTER

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GRIND EXIST. A.C. PAVEMENT

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STRUCTURE/TREE DEMOLITION

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LINEAR ABANDONMENT

AutoCAD SHX Text W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM06 PLOT STAMP: 6/22/2026 4:39 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM06 PLOT STAMP: 6/22/2026 4:39 PM PMENGLER, TAB: DM06 PLOT STAMP: 6/22/2026 4:39 PM PMENGLERDM06 PLOT STAMP: 6/22/2026 4:39 PM PMENGLER6/22/2026 4:39 PM PMENGLER PMENGLERPMENGLER

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87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ER ED PROFESSIONA L

ENGINEER

EXPIRES:06/30/26

DEMOLITION NOTES

AutoCAD SHX Text GENERAL NOTES 1. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. G03 FOR ABBREVIATIONS AND LEGEND. FOR ABBREVIATIONS AND LEGEND. 2. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. 3. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. 4. SEE SHEET DM01 FOR TREE PROTECTION NOTES. SEE SHEET DM01 FOR TREE PROTECTION NOTES. DM01 FOR TREE PROTECTION NOTES. FOR TREE PROTECTION NOTES. DEMOLITION SAWCUT 18' WIDE, EXISTING A.C. PAVEMENT FROM STA 19+86.02 TO STA 23+65.86. REMOVE EXISTING A.C. PAVEMENT. REMOVE (D) OR PROTECT (P) EXISTING SIDEWALK. REMOVE EXISTING CURB OR CURB & GUTTER. REMOVE EXISTING DRIVEWAY APRON. PRESERVE AND PROTECT EXISTING WATER MAIN. DEMO EXISTING STRUCTURE OR PIPE. REMOVE EXISTING TREE/VEGETATION. GRIND EXISTING A.C. PAVEMENT PER TYPICAL ROADWAY SECTION SHEET G08 & G09. G08 & G09. & G09. G09. . NOT USED. RELOCATE (R) (BY OTHERS) OR PROTECT (P) EXISTING UTILITY. COORDINATE WITH ZIPLY, NW NATURAL, AND COMCAST. PROTECT (P) OR RELOCATE (R) BY OTHERS EXISTING UTILITY POLE AND OVERHEAD LINES. REMOVE EXISTING BARRICADE. PROTECT (P), ADJUST (A) BY OTHERS, OR RELOCATE (R) BY OTHERS EXISTING HYDRANT, WATER METER, OR VAULT. REMOVE EXISTING GRAVEL. PROTECT EXISTING MAILBOX. REMOVE EXISTING RAMP. REMOVE AND SAVE EXISTING SIGN. SAWCUT 22' WIDE, EXISTING A.C. PAVEMENT FROM STA 23+65.86 TO STA 25+49.43.

AutoCAD SHX Text SAWCUT 18' WIDE, EXISTING A.C. PAVEMENT FROM STA 25+49.43 TO STA 26+87.30. SAWCUT EXISTING A.C. PAVEMENT AT STA 399+48.19. SAWCUT EXISTING A.C. PAVEMENT AT STA 500+62.29. PROTECT EXISTING TREE AND PROVIDE TREE PROTECTION FENCING. CONTRACTOR TO COORDINATE WITH ARBORIST.

W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM07 PLOT STAMP: 6/22/2026 5:08 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM07 PLOT STAMP: 6/22/2026 5:08 PM PMENGLER, TAB: DM07 PLOT STAMP: 6/22/2026 5:08 PM PMENGLERDM07 PLOT STAMP: 6/22/2026 5:08 PM PMENGLER6/22/2026 5:08 PM PMENGLER PMENGLERPMENGLER

P L

SW KINNAMAN RD

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

PATH: CAD: PLOT STAMP:

A M

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PROJECT NUMBER

100627

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SHEET TITLE

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PRELIMINARY

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T w w w .m ac ka ys po sit o.

co m

87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ERED PROFESS IONA L

ENGINEER

EXPIRES:06/30/26

DM08

N P

31 215

N S

O R

0 40

SCALE: 1" = 40'

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ICV

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ICV

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GLR

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TSJB

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1S213BB04000 4222 SW 204TH PL

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1S213BB04800 4215 SW EDWARDS PL

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1S213BB06800 4185 SW 202ND AVE

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1S213BB01700 20400 SW SHELLY CT

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1S213BB04700

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1S213BB03200 4229 SW 204TH PL FILE 14

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1S213BB03000 20315 SW KINNAMAN RD FILE 17

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1S213BB01600 20360 SW SHELLY CT FILE 15

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LEGEND

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REMOVE EXIST. PAVEMENT, SIDEWALK, CURB OR CURB AND GUTTER

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GRIND EXIST. A.C. PAVEMENT

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STRUCTURE/TREE DEMOLITION

AutoCAD SHX Text

LINEAR DEMOLITION

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LINEAR ABANDONMENT

AutoCAD SHX Text W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM08 PLOT STAMP: 6/22/2026 4:35 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM08 PLOT STAMP: 6/22/2026 4:35 PM PMENGLER, TAB: DM08 PLOT STAMP: 6/22/2026 4:35 PM PMENGLERDM08 PLOT STAMP: 6/22/2026 4:35 PM PMENGLER6/22/2026 4:35 PM PMENGLER PMENGLERPMENGLER

RyanKr Text Box 5 total trees to be removed on this sheet; all are within existing R/W

RyanKr Cloud+

RyanKr Cloud+ 3 trees to be removed - honey locust (Gleditsia triacanthos)

RyanKr Cloud+

RyanKr Cloud+ 1 tree to be removed - scots pine (Pinus sylvestris)

WILL REQUIRE LIASON WITH PROPERTY OWNER TO MOVE RADIO TOWER BEFORE TREE REMOVAL

CONTACT PM and County R/W before removal

RyanKr Cloud+

RyanKr Cloud+ 1 tree to be removed - linden (Tilia spp.)

DM09

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32 215

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PATH: CAD: PLOT STAMP:

PROJECT NUMBER

100627

SHEET NO.

SHEET TITLE

PRELIMINARY

A M

A N

R O

A D

D T

O S

N C

O U

N O

1 2 3 4

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

W O

T w w w .m ac ka ys po sit o.

co m

87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ER ED PROFESSIONA L

ENGINEER

EXPIRES:06/30/26

DEMOLITION NOTES

AutoCAD SHX Text GENERAL NOTES 1. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. SEE SHEET G03 FOR ABBREVIATIONS AND LEGEND. G03 FOR ABBREVIATIONS AND LEGEND. FOR ABBREVIATIONS AND LEGEND. 2. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. PROTECT ALL EXISTING SANITARY SEWER PIPES AND STRUCTURES. 3. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. CONTRACTOR TO COORDINATE WITH ARBORIST FOR WORK NEAR CRITICAL ROOT ZONES. 4. SEE SHEET DM01 FOR TREE PROTECTION NOTES. SEE SHEET DM01 FOR TREE PROTECTION NOTES. DM01 FOR TREE PROTECTION NOTES. FOR TREE PROTECTION NOTES. DEMOLITION SAWCUT 18' WIDE, EXISTING A.C. PAVEMENT FROM STA 25+49.43 TO STA 26+87.30. REMOVE EXISTING A.C. PAVEMENT. REMOVE EXISTING SIDEWALK. REMOVE EXISTING CURB OR CURB & GUTTER. NOT USED. PRESERVE AND PROTECT EXISTING WATER MAIN. DEMO EXISTING STRUCTURE OR PIPE. GRIND EXISTING A.C. PAVEMENT PER TYPICAL ROADWAY SECTION SHEET G09. G09. . RELOCATE (R) (BY OTHERS) OR PROTECT (P) EXISTING UTILITY. COORDINATE WITH ZIPLY, CENTURY LINK, NW NATURAL, AND COMCAST. PROTECT (P) OR RELOCATE (R) BY OTHERS EXISTING UTILITY POLE AND OVERHEAD LINES. PROTECT (P) OR RELOCATE (R) BY OTHERS EXISTING HYDRANT, WATER METER, OR VAULT. RELOCATE EXISTING MAILBOX. COORDINATE WITH PROPERTY OWNER. REMOVE AND SAVE EXISTING SIGN. SAWCUT EXISTING A.C. PAVEMENT AT STA 599+59.53. SAWCUT EXISTING A.C. PAVEMENT AT STA 600+44.41. REMOVE EXISTING SIGN.

W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM09 PLOT STAMP: 6/22/2026 4:37 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM09 PLOT STAMP: 6/22/2026 4:37 PM PMENGLER, TAB: DM09 PLOT STAMP: 6/22/2026 4:37 PM PMENGLERDM09 PLOT STAMP: 6/22/2026 4:37 PM PMENGLER6/22/2026 4:37 PM PMENGLER PMENGLERPMENGLER

SW KINNAMAN RD

La n d U se

Tr an sp or ta ti on

D ep ar tm en t of

PATH: CAD: PLOT STAMP:

A M

A N

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T O

S W

N D

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PROJECT NUMBER

100627

SHEET NO.

SHEET TITLE

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1 2 3 4

PRELIMINARY

W O

T w w w .m ac ka ys po sit o.

co m

87211PE

OREGON

H E A T H E R C . D A V I SMA RCH 12 , 2013

GIST ERED PROFESS IONA L

ENGINEER

EXPIRES:06/30/26

DM10

N P

33 215

N S

O R

0 40

SCALE: 1" = 40'

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BRICKS

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TSJB

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1S213BB00200 20190 SW KINNAMAN RD

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1S213BB06700 20199 SW KINNAMAN RD

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1S213BB00100 20240 SW KINNAMAN RD FILE 16

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LEGEND

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REMOVE EXIST. PAVEMENT, SIDEWALK, CURB OR CURB AND GUTTER

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GRIND EXIST. A.C. PAVEMENT

AutoCAD SHX Text

STRUCTURE/TREE DEMOLITION

AutoCAD SHX Text

LINEAR DEMOLITION

AutoCAD SHX Text

LINEAR ABANDONMENT

AutoCAD SHX Text W:\17846 KINNAMAN\500 DESIGN\502 DRAWINGS\SHEETS CAD: 17846_2D-1_2D-10_DEMO.DWG, TAB: DM10 PLOT STAMP: 6/22/2026 5:32 PM PMENGLER17846_2D-1_2D-10_DEMO.DWG, TAB: DM10 PLOT STAMP: 6/22/2026 5:32 PM PMENGLER, TAB: DM10 PLOT STAMP: 6/22/2026 5:32 PM PMENGLERDM10 PLOT STAMP: 6/22/2026 5:32 PM PMENGLER6/22/2026 5:32 PM PMENGLER PMENGLERPMENGLER

RyanKr

Sheets and Views

1 COVER SHEET

2 INDEX SHEETS, REFERENCE DWGS

3 LEGEND

4 GRAPHIC SHEET INDEX

5 BLANK

6 TYPICAL SECTIONS

7 TYPICAL SECTIONS

8 TYPICAL SECTIONS

9 TYPICAL SECTIONS

10 TYPICAL SECTIONS

11 BLANK

12 EXISTING CONDITIONS

13 EXISTING CONDITIONS

14 EXISTING CONDITIONS

15 EXISTING CONDITIONS

16 EXISTING CONDITIONS

17 BLANK

18 EROSION & SEDIMENT

19 EROSION & SEDIMENT

20 EROSION & SEDIMENT

21 EROSION & SEDIMENT

22 EROSION & SEDIMENT

23 EROSION & SEDIMENT

24 DEMOLITION NOTES

25 DEMOLITION PLAN

26 DEMOLITION NOTES

27 DEMOLITION PLAN

28 DEMOLITION NOTES

29 DEMOLITION PLAN

30 DEMOLITION NOTES

31 DEMOLITION PLAN

32 DEMOLITION NOTES

33 DEMOLITION PLAN

34 TRAFFIC CONTROL OVERVIEW

35 TRAFFIC CONTROL SIGN LEGEND

36 TRAFFIC CONTROL PLAN

37 TRAFFIC CONTROL PLAN

38 TRAFFIC CONTROL PLAN

39 TRAFFIC CONTROL PLAN

40 TRAFFIC CONTROL PLAN

41 TRAFFIC CONTROL PLAN

42 TRAFFIC CONTROL PLAN

43 TRAFFIC CONTROL PLAN

44 HORIZONTAL CONTROL

45 HORIZONTAL CONTROL 2

46 HORIZONTAL CONTROL 3

47 HORIZONTAL CONTROL 4

48 HORIZONTAL CONTROL 5

49 BLANK

50 PIPE DATA SHEET

51 PIPE DATA SHEET

52 STREET NOTES

53 STREET PLAN

54 STREET PROFILE

55 STORM CROSSING PROFILES

56 STREET NOTES

57 STREET PLAN

58 STREET PROFILE

59 STORM CROSSING PROFILES

60 STREET NOTES

61 STREET PLAN

62 STREET PROFILE

63 STORM CROSSING PROFILES

64 STREET NOTES

65 STREET PLAN

66 STREET PROFILE

67 STORM CROSSING PROFILES

68 STREET NOTES

69 STREET PLAN

70 STREET PROFILE

71 STORM CROSSING PROFILES

72 STREET PLAN AND PROFILE

73 STREET PLAN AND PROFILE

74 STREET PLAN AND PROFILE

75 STREET PLAN AND PROFILE

76 STREET PLAN AND PROFILE

77 STREET PLAN AND PROFILE

78 NW CORNER DALTON PL

79 NE CORNER DALTON PL

80 MID BLOCK AT 206TH PL

81 SE CORNER 206TH PL

82 SW CORNER 206TH PL

83 NW CORNER 205TH AVE

84 NE CORNER 205TH AVE

85 SE CORNER 205TH AVE

86 SW CORNER 205TH AVE

87 SE CORNER 204TH PL

88 SW CORNER 204TH PL

89 NW CORNER 203RD AVE

90 NE CORNER 203RD AVE

91 MID BLOCKS AT 203RD AVE

92 NW CORNER 202ND AVE

93 SW CORNER 202ND AVE

94 DRIVEWAY A

95 DRIVEWAY B

96 BLANK

97 DRIVEWAY C

98 DRIVEWAY D

99 DRIVEWAY E

100 DRIVEWAY F

101 DRIVEWAY G

102 DRIVEWAY H

103 DRIVEWAY K

104 DRIVEWAY L

105 DRIVEWAY M

106 DRIVEWAY N

107 DRIVEWAY O

108 SIGNING AND STRIPING PLAN

109 SIGNING AND STRIPING PLAN

110 SIGNING AND STRIPING PLAN

111 SIGNING AND STRIPING PLAN

112 SIGNING AND STRIPING PLAN

113 SIGNING AND STRIPING DETAILS

114 SIGNING AND STRIPING DETAILS

115 SIGNING AND STRIPING DETAILS

116 EROSION CONTROL DETAILS

117 EROSION CONTROL DETAILS

118 EROSION CONTROL DETAILS

119 EROSION CONTROL DETAILS

120 TRAFFIC CONTROL DETAILS

121 TRAFFIC CONTROL DETAILS

122 TRAFFIC CONTROL DETAILS

123 TRAFFIC CONTROL DETAILS

124 TRAFFIC CONTROL DETAILS

125 BLANK

126 STREET DETAILS

127 STREET DETAILS

128 STREET DETAILS

129 STREET DETAILS

130 STREET DETAILS

131 STREET DETAILS

132 STREET DETAILS

133 STREET DETAILS

134 STREET DETAILS

135 STREET DETAILS

136 STREET DETAILS

137 STREET DETAILS

138 STREET DETAILS

139 STREET DETAILS

140 STREET DETAILS

141 STREET DETAILS

142 STREET DETAILS

143 STREET DETAILS

144 STREET DETAILS

145 STREET DETAILS

146 STREET DETAILS

147 STREET DETAILS

148 STREET DETAILS

149 BLANK

150 SIGNING AND STRIPING DETAILS

151 SIGNING AND STRIPING DETAILS

152 SIGNING AND STRIPING DETAILS

153 SIGNING AND STRIPING DETAILS

154 SIGNING AND STRIPING DETAILS

155 SIGNING AND STRIPING DETAILS

156 SIGNING AND STRIPING DETAILS

157 SIGNING AND STRIPING DETAILS

158 SIGNING AND STRIPING DETAILS

159 SIGNING AND STRIPING DETAILS

160 SIGNING AND STRIPING DETAILS

161 SIGNING AND STRIPING DETAILS

162 SIGNING AND STRIPING DETAILS

163 SIGNING AND STRIPING DETAILS

164 SIGNING AND STRIPING DETAILS

165 SIGNING AND STRIPING DETAILS

166 SIGNING AND STRIPING DETAILS

167 SIGNING AND STRIPING DETAILS

168 SIGNING AND STRIPING DETAILS

169 SIGNING AND STRIPING DETAILS

170 STORM DETAILS

171 STORM DETAILS

172 STORM DETAILS

173 STORM DETAILS

174 STORM DETAILS

175 STORM DETAILS

176 STORM DETAILS

177 STORM DETAILS

178 STORM DETAILS

179 STORM DETAILS

180 STORM DETAILS

181 STORM DETAILS

182 STORM DETAILS

183 STORM DETAILS

184 BLANK

185 BLANK

186 BLANK

187 BLANK

188 PLANTING PLAN

189 PLANTING PLAN

190 PLANTING PLAN

191 PLANTING PLAN

192 PLANTING PLAN

193 PLANTING SCHEDULE

194 PLANTING DETAILS

195 PLANTING DETAILS

196 PLANTING DETAILS

197 BLANK

[27] 27 DEMOLITION PLAN

[31] 31 DEMOLITION PLAN

[27] 27 DEMOLITION PLAN

File details come from the government source that posted it. Updated Oct 27, 2026.