Project Plans.pdf

PDF 7 MB Posted

Attached to
CB2101 - ITB Cox Creek, Goldfish Farm Road Bridge Replacement
Solicitation number
S-C01510-00012593
Issued by
Lake County, Oregon

About this file

This is a set of engineering construction plans from the Linn County Road Department in Oregon for the Cox Creek Bridge replacement project on Goldfish Farm Road. The project involves replacing the existing bridge with a new 70-foot span precast/prestressed concrete box beam bridge, including new abutments, wing walls, bridge approaches, sidewalks, bike lanes, and associated roadway improvements. The project includes installation of stormwater facilities, landscaping, erosion control measures, and traffic control systems. The overall project length is 0.1 miles, with work occurring between stations 14+65 and 21+34.

The plans detail extensive technical specifications for the bridge construction, including requirements for 14 prestressed concrete box beams, steel pipe pile foundations, concrete abutments and wing walls, and bridge railings. The roadway section includes 11-foot travel lanes, 6-foot bike lanes, 8-foot median, and 6-foot sidewalks. The project incorporates significant drainage improvements with new stormwater facilities, catch basins, and piping systems. Landscaping plans specify installation of street trees and vegetation in planter strips and stormwater facilities. The plans include detailed traffic control requirements to maintain access to local businesses and residences during construction.

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1/15//20250328-0036

K.�Groom

A.�Potts

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

D.�Malone

GOLDFISH�FARM�ROAD:

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

are�set�forth�in�OAR�952-001-0010�through�OAR� 952-001-0090.�You�may�obtain�a�copies�of�the rules�by�calling�the�center.��(Note:�the�telephone number�for�the�Oregon�Utility�Notification�Center is�(503)�232-1987.)

Oregon�law�requires�you�to�follow�rules�adopted�by� the�Oregon�Utility�Notification�Center.�Those�rules�

N

O ATTENTION:

BRIDGE,�ROADWAY�AND�UTILITY

GOLDFISH�FARM�ROAD:

COX�CREEK�BRIDGE

LINN�COUNTY�BRIDGE�NO.�BR0328-0036

ODOT�BRIDGE�NO.�24128

FEBUARY�2025

PROJECT�LOCATION

OVERALL�PROJECT�LENGTH:�0.1�MILES

SITE

COVER�SHEET

SCALE:�no�scale SHEET�1

HWY�20

BEGINNING�OF�PROJECT

END�OF�PROJECT

S.�MacLean

SHEET�INDEX

SHEET�2

SHEET�INDEX,�NOTES,�ABBREV.,

SHEET�1 COVER�SHEET

LEGEND�AND�STD�DRAWING�NO'S

December�31,�2026

Digitally signed by Daineal Malone Date: 2025.01.21 10:59:14-08'00'

/2 /2 �1 :3 �A M

SHEET�INDEX,�NOTES,�ABBREV,

LEGEND�AND�STD�DRAWING�NO'S

SCALE:�no�scale SHEET�2

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

D.�Malone

K.�GroomS.�MacLean

ODOT�STANDARD�DRAWING�NUMBERS:

RD365 -Frames�&�Grates�for�Concrete�Inlets

RD317 -Culvert�Embankment�Protection�and�Riprap�Pads

RD339 -Pipe�to�Structure�Connection

RD345 -Pipe�to�Manhole�Connections

RD366 -Concrete�Inlets�Type�CG-1,�CG-2

DRAINAGE

RD300 -Trench�Backfill,�Bedding,�Pipe�Zone�and�Multiple�Installations

RD374 -Area�Drainage�Basin�or�Field�Inlet

RD720 -Curb�Line�Sidewalks

CURBS,�ISLAND,�SIDEWALKS,�AND�DRIVEWAYS

RD610 -Asphalt�Concrete�Pavement�(ACP)�Details

PAVEMENT

RD722 -Sidewalk�Joints�and�Transition�Panels

RD900 -Curb�Ramp�Components�and�Legend

CURB�RAMPS�AND�DETECTABLE�WARNING�SURFACES

RD904 -Detectable�Warning�Surface�Placement�for�Curb�Ramps

RD912 -Perpendicular�Curb�Ramp

RD950 -End�of�Walk�Curb�Ramp

RD902 -Detectable�Warning�Surface�Details

RD910 -Perpendicular�Curb�Ramp

EROSION�CONTROL

-Inlet�Protection�Type�2,�3,�6,�7,�10�and�11

-Sediment�Barrier�Type�2,�3�and�4

-Temporary�Scour�Basin/Energy�Dissipator

RD1010

RD1030

RD1050

TM530

TM500-503 -Pavement�Marking�Standard�Detail�Blocks

PAVEMENT�MARKINGS

-Intersection�Pavement�Markings�(Crosswalk,�Stop�Bar�&�Bike�Stencil)

TM531 -Turn�Arrow�Marking�Details

TM539 -Median�and�Left�Turn�Channelization�Details

TM561 -Alignment�Layout:�Left�Turn�Lane,�Centerline�&�Medians

-Tables,�Abrupt�Edge,�and�PCMS�Details

TEMPORARY�TRAFFIC�CONTROL

TM821

TM800

-Closure�Details

-Temporary�Sign�Supports

TM840

-Temporary�BarricadesTM820

TM822 -Temporary�Sign�Supports

-Poured�Joint�Seal

Miscellaneous�Bridge

BR140

-Bridge�Approach�SlabBR165

-Sidewaik�Mounted�Combination�Bridge�Rail

Bridge�Rails

BR216

BR223 -Combination�Bridge�Rail�Details

-33"�Precast�Prestressed�Box

Precast�Prestressed�Slab�and�Box�Girders

BR425

-Precast�Prestressed�Box�and�Slab�DetailsBR445

CITY�OF�ALBANY�STANDARD�DRAWING�NUMBERS:

NO.�304 -Details�for�Typical�Curb�and�Gutter�Configurations

CURBS,�ISLAND,�SIDEWALKS,�AND�DRIVEWAYS

NO.�305 -Valley�Gutter�Detail

NO.�306 -Typical�Curb�Drain

NO.�308 -Residential�and�Commercial�Driveways�with�Setback�Sidewalk

NO.�309A -Residential�and�Commercial�Driveways�with�Curb�Side�Sidewalk

NO.�313 -Standard�Setback�Sidewalk

MISCELLANEOUS

NO.�202A -Mailbox�Location

DRAINAGE

NO.�401 -Standard�Precast�Manhole

NO.�402 -Shallow�Precast�Manhole�Detail

NO.�407 -Standard�Manhole�Frame�and�Cover

NO.�411 -4"�and�6"�Sanitary�Sewer�and�Storm�Drain�Service�Connection�Detail

NO.�414 -Catch�Basin

NO.�603A -Streetside�Shallow�Swale�Plan�View

NO.�603B -Streetside�Shallow�Swale�Section�View

NO.�612 -Typical�Streetside�Curb�Notch�Paver�Splash�Pad

NO.�618 -Wood�Check�Dam�for�Swale

NO.�619 -Wood�Check�Dam�for�Planter

LANDSCAPE

NO.�601 -Street�Tree�Detail�in�Stormwater�Facilities

NO.�210 -Street�Tree�Planting�Detail

NO.�204 -Pipe�Zone�and�Bedding�Details�for�Standard�Utility�Trench

NO.�205 -Standard�Utility�Trench�Backfill�Detail

SHEET�INDEX�

TRAFFIC�CONTROL�PLANSHEET�3

SHEET�8

SHEET�9

SHEET�10

SHEET�11

SHEET�13

SHEET�14

SHEET�15

SHEET�16

BR-01

BR-07

BR-09

SHEET�LS-01

STORM�DRAIN�OUTFALL�PLAN�AND�PROFILE�STA:�0+00�TO�STA:�0+93

SIGNING�AND�STRIPING�PLAN

SIDEWALK�TRANSITION�DETAILS

BRIDGE�PLAN�AND�ELEVATION

BENT�2�PLAN�AND�ELEVATION

BENT�DETAILS

WINGWALL�DETAILS

SHEET�7

SHEET�5

SHEET�4 TYPICAL�SEACTIONS

SHEET�6

STORMWATER�FACILITY�PLANTING�PLAN�AND�PLANTING�DETAILSSHEET�LS-02

LANDSCAPE�PLAN�AND�DETAILS

CURB�RAMP�DETAILS

BR-08

GENERAL�NOTESBR-02

BR-03

BR-04

BR-05

FOUNDATION�DATA�SHEET

FOUNDATION�PLAN�AND�DETAILS

TYPICAL�SECTION�AND�DECK�PLAN

BR-06 PRESTRESSED�BOX�DETAILS

SHEET�EC-01 EROSION�CONTROL�PLAN�

GENERAL�NOTES:

1.��TAX�LOT�LINES�AND�EXISTING�STRUCTURES�ARE�SHOWN�FOR�REFERENCE�PURPOSES�ONLY.

2.��FIND�AND�PROTECT�ALL�SURVEY�MONUMENTS.�CONTRACTOR�IS�RESPONSIBLE�TO�HAVE�AN�OREGON�LICENSED LAND�SURVEYOR�TO�REPLACE�ANY�DISTURBED�SURVEY�MONUMENTS�PER�THE�OREGON�REVISED�STATUES.

3.��UNLESS�OTHERWISE�NOTED�OR�ORDERED�BY�THE�ENGINEER,�CLEAR�AND�GRUB�TO�THE�CONSTRUCTION�LIMITS.

4.��TREE�SYMBOLS�SHOWN�ON�THE�PLANS�DOES�NOT�REPRESENT�ACTUAL�SIZE�OR�QUANTITY.�IT�IS�THE RESPONSIBILITY�OF�THE�CONTRACTOR�TO�VISIT�THE�SITE�PRIOR�TO�PLACING�A�BID�IN�ORDER�TO�DETERMINE THE�EXACT�SIZE�AND�QUANTITIES�OF�THE�TREES�AND�OTHER�MATERIALS�THAT�WILL�NEED�TO�BE�CLEARED�AND

GRUBBED.

5.��UTILITIES�SHOWN�ARE�LOCATIONS�IDENTIFIED�DURING�INITIAL�SURVEY�OF�THE�PROJECT.��ANY�RELOCATIONS OF�UTILITIES�HAVE�NOT�BEEN�SHOWN�ON�THESE�PLANS.��IT�IS�THE�CONTRACTORS�RESPONSIBILITY�TO�FIELD

VERIFY�AND�PROTECT�ALL�UTILITIES.

6.��THE�IMPLEMENTATION�OF�THE�EROSION�CONTROL�PLANS�AND�THE�CONSTRUCTION,�MAINTENANCE, REPLACEMENT�AND�UPGRADING�OF�THE�EROSION�CONTROL�FACILITIES�ARE�THE�RESPONSIBILITY�OF�THE

CONTRACTOR�UNTIL�ALL�CONSTRUCTION�IS�COMPLETED

7.��INSTALLATION,�CONSTRUCTION,�AND�MAINTENANCE�OF�EROSION�CONTROL�FACILITIES�SHALL�BEGIN�PRIOR�TO

CLEARING,�GRUBBING�OR�OTHER�EARTH�ALTERING�ACTIVITIES

8.��THE�EROSION�CONTROL�FACILITIES�SHOWN�ON�THESE�PLANS�ARE�ANTICIPATED�FOR�SITE�CONDITIONS.�DURING THE�CONSTRUCTION�PERIOD�THESE�FACILITIES�SHALL�BE�UPGRADED�FOR�UNEXPECTED�STORM�EVENTS�AND

TO�ENSURE�THAT�SEDIMENT�AND�SEDIMENT-LADEN�WATER�DOES�NOT�LEAVE�THE�SITE.

9.��DEVELOP�A�REVISED�PLAN�OF�THE�EROSION�CONTROL�FACILITIES�SHOWN�IN�ACCORDANCE�WITH�THE REQUIREMENTS�OF�SECTION�00280�OF�THE�SPECIFICATIONS.�THIS�PLAN�MUST�BE�CONSTRUCTED�IN CONJUNCTION�WITH�ALL�CLEARING�AND�GRUBBING�ACTIVITIES.�CONSTRUCT�IN�SUCH�A�MANNER�AS�TO�ENSURE THAT�SEDIMENT�AND�SEDIMENT-LADEN�WATER�DOES�NOT�ENTER�THE�DRAINAGE�SYSTEM�OR�VIOLATE APPLICABLE�WATER�STANDARDS.�CONSTRUCT�CONTROLS�IN�SEGMENTS�APPLICABLE�TO�EACH�STAGING�PHASE.

ABBREVIATION�LEGEND

END�VERTICAL�CURVE�ELEVATIONEVCE

END�VERTICAL�CURVE�STATIONEVCS

INVERT�ELEVATIONIE

ACP ASPHALT�CONCRETE�PAVEMENT

EXISTINGEX

LENGTH�OF�CURVE/�DIFFERENCE�IN�GRADEK

LEFT

POINT�OF�CURVEPC

POINT�OF�TANGENTPT

STANDARD

LT

RIGHTRT

POINT�OF�VERTICAL�INTERSECTIONPVI

POINT�OF�INTERSECTIONPI

MAXIMUMMAX

STD

A.D. ALGEBRAIC�DIFFERENCE

BEGIN�VERTICAL�CURVE�ELEVATIONBVCE

BEGIN�VERTICAL�CURVE�STATIONBVCS

ELEVATIONELEV/�EL

CENTERLINECL

TYPICALTYP

/�CL

SHOULDERSHLD

ODOT

STATIONSTA

TOP�FACE�OF�CURBFOC

OREGON�DEPARTMENT�OF�TRANSPORTATION

DRAWINGDWG

BC BRASS�CAP

EG EXISTING�GROUND

DIAMETERDIA

LENGTH�L

IRON�RODIR

MAGNETIC�NAILMN

NOMINALNOM

REQUIREDREQ'D

RADIUSR

RED�PLASTIC�CAPRPC

TANGENT�LENGTHT

YELLOW�PLASTIC�CAPYPC

EDGE�OF�PAVEMENTEOP

CATCH�BASINCB

EDGE�OF�SHOULDEREOS

BOD BACK�OF�DITCH

COUNTY�SURVEYCS

ALC ALUMINUM�CAP

BENCH�MARKBM ORANGE�PLASTIC�CAPOPC

PERFORATED�STEEL�SQUARE�TUBEPSST

FACE�OF�CURBFOC

FINISHED�GRADEFG

RIGHT�OF�WAY

TAXLOT

EXISTING�EDGE�OF�PAVEMENT

EXISTING�CURB

EXISTING�SIDEWALK

EXISTING�GUTTER

EXISTING�SHOULDER

EXISTING�STORM�DRAIN

EXISTING�WATER�LINE

EXISTING�GAS�LINE

EXISTING�PHONE�LINE

EXISTING�FIBER�OPTIC�LINE

EXISTING�OVERHEAD�UTILITY�LINE

EXISTING�FENCE

EXISTING�DITCH

EDGE�OF�PAVEMENT

SHOULDER/GRAVEL

CURB�AND�GUTTER

SIDEWALK

SAW�CUT�LINE

CONSTRUCTION�LIMITS

STORM�DRAIN�PIPE

SEWER�PIPE

EXISTING�VEGETATION

EXISTING�SURVEY�MONUMENT

EXISTING�UTILITY�VALVE

EXISTING�FIRE�HYDRANT

EXISTING�UTILITY�METER�BOX

EXISTING�UTILITY�PEDESTAL/VAULT

EXISTING�MAILBOX

MAILBOX

EXISTING�UTILITY�POLE�AND�GUY�WIRE

EXISTING�SIGN�AND�SUPPORT

EXISTING�STRUCTURE

EXISTING�STORM�INLET

ASPHALT�PAVEMENT

SURFACINGS�REMOVAL

STORMWATER�FACILITY

LANDSCAPE�STRIP

RIP�RAP

SIGN�AND�SUPPORT

STORM�DRAIN�MANHOLE

STORM�DRAIN�INLETS

STORM�DRAIN�OVERLFOW

STORM�DRAIN�CLEANOUT

LEGEND

M

D

C

NO.�209 -Typical�Street�Name�Sign

NO.�603B -Streetside�Shallow�Swale�Section�View

NO.�612 -Typical�Streetside�Curb�Notch�Paver�Splash�Pad

NO.�618 -Wood�Check�Dam�for�Swale

NO.�619 -Wood�Check�Dam�for�Planter

SIGN,�ILLUMINATION,�AND�SIGNAL�SUPPORT�STRUCTURES

NO.�208 -Typical�Sign�Installation

PLAN�AND�PROFILE�SHEET�ST�STA:�15+00�TO�STA:�16+75�

PLAN�AND�PROFILE�SHEET�ST�STA:�16+75�TO�STA:�19+00�

PLAN�AND�PROFILE�SHEET�ST�STA:�19+00�TO�STA:�21+34�

STORM�DRAIN�AND�SEWER�PLAN�AND�PROFILE�STA:�14+25�TO�STA:�16+50�

STORM�DRAIN�PLAN�AND�PROFILE�STA:�16+50�TO�STA:�18+25�

STORM�DRAIN�PLAN�AND�PROFILE�STA:�19+25�TO�STA:�21+50�

STORM�DRAIN�PIPE�AND�STRUCTURE�TABLES�AND�STORMWATER�FACILITY�DETAILS

SHEET�12 STORMWATER�FACILITY�PIPE�AND�STRUCTURE�TABLES�AND�DETAILS

ODOT�STANDARD�DETAIL�NUMBERS:

CURBS,�ISLANDS,�SIDEWALKS�AND�DRIVEWAYS

-Curb�Ramp�Curb�and�GutterDET1752

-1"�and�2"�Combination�Air/Vacuum�Release�Valve

WATER

-3/4"�and�1"�Water�Services

-Standard�Valve�Box�Detail

NO.�509

NO.�507

NO.�502

A.�Potts

S

December�31,�2026

Date: 2025.01.21 11:00:17-08'00'

TRAFFIC�CONTROL�PLAN

SCALE:�NTS SHEET�3

3" 6" 3"

4'�-�6"

4.5"

6" 3" 6"

6"

4.5"

5'�-�3"

2'�-�9"

1'�-�0"

3"

Use�1"�Border

Use�1/2"�Border 4�Required

12�Required

Notes:

Place�water�filled�jersey�type�barricade�partial�width�of�road.�Barricade to�be�located�as�shown�and�adjusted�as�appropriate�during construction�phasing.

Water�Filled�Jersey�Type�Barricade�Requirements:

· Barricade�to�extend�to�the�full�width�of�road�minus�a�10' opening�for�residential�and�construction�traffic�to�use.

· Barricade�to�include�flashing�warning�light.

· "BRIDGE�OUT"�Signs,�48"�x�30"�to�be�placed�on�front�of barricade�on�each�end�of�road�closure.

· Barricade�will�be�Water�Filled�(YODOCK�Type�III�Kit�in conjunction�with�Model�2001�or�2001�MB�Barricade�or�similar).

· Barricade�and�signs�will�meet�MUTCD.

Retain�reasonable�and�safe�access�to�all�commercial�and�residential driveways�within�the�project�limits�through�the�entire�duration�of�the project.�Access�to�Christopher�Ave.�SE�must�be�maintained�from�the North�end�of�the�project.

All�businesses�in�the�project�location�will�remain�open�through�the project.�A�single�lane�for�business�access�must�be�maintained�during business�hours.

Adjust�traffic�control�measures�within�project�area�based�on�project phase.�All�modifications�to�the�project�Traffic�Control�Plan�must�be submitted�and�approved�prior�to�implementation.

PCMS�meeting�00222.45(b)�shall�be�installed�14�calendar�days�prior to�work�beginning�at�the�north�and�south�ends�of�the�project.

Install�TTC�per�ODOT�TM800,�TM820,�TM821,�TM822,�and�TM840.

*Required�only�when�bridge�crossing�is�closed�to�traffic.

G O L D F

IS

H � F A R M � R D

Detour�Route

Length�of�Detour�2.5�miles

48"�x�18"

GOLDFISH�FARM�ROAD

M4-10

DETOUR

24"�X�18"

END

M4-8a

24"�X�18"

END

M4-8a

Project

48"�x�18" M4-10

DETOUR

GOLDFISH�FARM�ROAD

48"�x�18" M4-10

GOLDFISH�FARM�ROAD

DETOUR

48"�x�18"

GOLDFISH�FARM�ROAD

M4-10

DETOUR

S C R A V E L �H

IL

L �R D

HWY�20

KNOX�BUTTE�RD.

3" 6" 3"

4'�-�6"

1'�-�0"

Use�1"�Border 4�Required

BUSINESSES�OPEN

Christopher�Ave�SE

Furlong�Ave�SE

Dogwood�Ave�SE

60"�X�30"

BRIDGE�OUT

R11-3b

ROAD

36"�X�36"

CLOSED

W20-3

G O L D F

IS

H � F A R M � R D

Place�Type�III�Barricade�in both�lanes�of�roadway

Place�Type�III Barricade�in southbound�lane of�roadway

ROAD

36"�X�36"

CLOSED

W20-3

TRAFFIC�CONTROL�PLAN

NTS

PROJECT�AREA

NTS

Place�water�filled�barricade�in northbound�lane�of�roadway�100�feet south�of�existing�bridge�end

Place�water�filled barricade�in�southbound lane�of�roadway�50�feet north�of�existing�bridge end

XXXX�-�FT

DETOUR36"�X�36"

W20-2

GOLDFISH�FARM�ROAD

XXXX�-�FT

DETOUR36"�X�36"

W20-2

GOLDFISH�FARM�ROAD

XXXX�-�FT

DETOUR36"�X�36"

W20-2

GOLDFISH�FARM�ROAD

XXXX�-�FT

DETOUR 36"�X�36"

W20-2

GOLDFISH�FARM�ROAD

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

XXXX�-�FT

DETOUR 36"�X�36"

W20-2

GOLDFISH�FARM�ROAD

Christopher�Ave�SE

Dogwood�Ave�SE

Furlong�Ave�SE

XXFT

XXFT

BUSINESSES�OPEN

KNOX�BUTTE�RD.

BUSINESSES�OPEN

XX�MILES�AHEAD

LOCAL�TRAFFIC�ONLY

60"�X�30"

BRIDGE�OUT

R11-3b

XX�MILES�AHEAD

LOCAL�TRAFFIC�ONLY

D.�Malone

K.�GroomA.�Potts

A.�Potts

December�31,�2026

Date: 2025.01.21 11:01:01-08'00'

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

D.�Malone

K.�Groom

TYPICAL�SECTIONS

SCALE: SHEET�4no�scale

TYPICAL�GOLDFISH�FARM�RD�SECTION

�STA:�14+65�to�STA:�15+05.70

2:1

1:

2:1

1:1

11'�TRAVEL�LANE 11'�TRAVEL�LANE

LC

1��2

2%�SL2%�SL

7"�DEPTH,�LEVEL�3,�12"�ACP,�5"�BASE,�2"�WEARING�COURSE

22"�DEPTH�AGGREGATE�BASE

2'�AGGREGATE�SHOULDERS,�DEPTH�AS�REQUIRED

SUBGRADE�GEOTEXTILE

30"�CURB�AND�GUTTER,�E�=�6".�SEE�COA�DWG�304�FOR�DETAILS

6'�SIDEWALK.�SEE�COA�DWG�313�FOR�DETAILS

5.5'�LANDSCAPE�STRIP.�SEE�PLAN�SHEETS�FOR�STATIONING�AND�SHEET�LS-01�FOR�DETAILS

5.5'�STORMWATER�FACILITY.�SEE�PLAN�SHEETS�FOR�STATIONING�AND�SHEET�LS-02�FOR�DETAILS

DRAIN�ROCK.�SEE�SHEET�LS-02�FOR�DETAILS

WATER�QUALITY�MIX.�SEE�SHEET�LS-02�FOR�DETAILS

MISCELLANEOUS�CONCRETE�STRUCTURES.�SEE�PLAN�SHEET�FOR�STRUCTURE�TYPE

�TYPICAL�CHRISTOPHER�AVE�SECTION

STA:�0+20.68�TO�STA:�0+64.89

2:1

1:1

2:1

1:

1��2 5 65

LC

13'�TRAVEL�LANE 13'�TRAVEL�LANE

�CHRISTOPHER�AVE�(LT)

STA:�0+20.68�to�STA:�0+24.68 STA:�0+24.68�to�STA:�0+37.57 STA:�0+37.57�to�STA:�0+44.57 STA:�0+44.57�to�STA:�0+49.07 STA:�0+49.07�to�STA:�0+64.89�(SAWCUT)

�CHRISTOPHER�AVE�(RT)

STA:�0+20.68�to�STA:�0+24.68 STA:�0+24.68�to�STA:�0+33.29 STA:�0+33.29�to�STA:�0+44.55 STA:�0+44.55�to�STA:�0+49.07 STA:�0+49.07�to�STA:�0+64.89�(SAWCUT)

SEE�PLAN�SHEETS�FOR

ADA�RAMP

SEE�PLAN�SHEETS

FOR�TAPER

VALLEY�GUTTER�SEE�PLAN�SHEET*

SEE�PLAN�SHEETS�FOR

ADA�RAMP

SEE�PLAN�SHEETS

FOR�TAPER

S.�MacLean

1��25 5

7 676

34'�TO�42'

FOC�TO�FOC

�TYPICAL�GOLDFISH�FARM�RD�SECTION

STA:�15+05.70�TO�STA:�16+05.70

STA:�16+05.70�TO�STA:�18+33.59

STA:�18+33.59�TO�STA:�18+83.63

STA:�18+83.63�TO�STA:�20+49.79

STA:�20+49.79�TO�STA:�21+33.90

42'* 42'�to�45'**

45'***

14.0' 22.5'

EX.�EOP�TO�FOC****EX.�EOP

LC

8 8

2:1

1:

2:1

1:1

STA:�15+22.70�to�STA:�15+48.67 STA:�16+02.62�to�STA:�16+11.85 STA:�16+35.85�to�STA:�17+03.93 STA:�18+71.06�to�STA:�18+81.23 STA:�18+88.20�to�STA:�19+28.98

STA:�15+22.59�to�STA:�15+48.67 STA:�16+02.72�to�STA:�16+57.96 STA:�18+66.27�to�STA:�18+81.26 STA:�18+88.30�to�STA:�19+66.20 STA:�20+52.19�to�STA:�21+12.68

7 7

STA:�15+48.67�to�STA:�16+02.62 STA:�19+28.98�to�STA:�19+44.71 STA:�19+61.72�to�STA:�20+37.81

STA:�15+48.67�to�STA:�16+02.72 STA:�19+66.20�to�STA:�20+52.19

STA:�15+05.70�to�15+22.59�(Ramp) STA:�16+57.96�to�16+72.85�(Curbside�Sidewalk) STA:��17+84.61�to�18+36.26�(Curbside�Sidewalk) STA:�18+81.26�to�18+88.30�(Ramp) STA:��21+12.68�to�21+26.69�(Driveway)

STA:�15+05.70�to�15+22.70�(Ramp) STA:�16+11.87�to�16+35.85�(Driveway) STA:�17+03.93�to�17+15.31�(Curbside�Sidewalk) STA:�18+27.09�to�18+41.06�(Curbside�Sidewalk) STA:�18+41.06�to�18+71.06�(Driveway STA:�18+81.23�to�18+88.20�(Ramp) STA:�19+44.71�to�19+61.72�(Driveway) STA:�20+37.81�to�20+54.81�(Driveway)

D.�Malone

December�31,�2026

Date: 2025.01.21 11:01:27-08'00'

STA:�14+65�to�STA:�16+75

14+65 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75

14+65 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75

.8

.7

.8

.8

.8

.8

.7

.7

.6

.7

.5

.7

.6

.8

.6

.9

.8

.1

.0

.4

-0.37%

0.89%

PVI�STA�=�14+95.75

PVI�ELEV�=�231.90

HIGH�PT�STA�=�14+96.59

HIGH�PT�ELEV�=�231.85

A.D.�=�0.76% K�=�65.87 L�=�50.00

B V C S .7

B V C E .8

E V C S .7

E V C E .8

PVI�STA�=�15+83.00

PVI�ELEV�=�231.58

LOW�PT�STA�=�15+62.16

LOW�PT�ELEV�=�231.71

A.D.�=�1.26% K�=�79.49 L=�100.00

B V C S .0

B V C E .7

E V C S .0

E V C E .0

14+50 15+00 15+50

16+00 16+50

S

PI:�15+41.32

PI:�14+60.00

N0°�08'�51.59"W

81.32' N0°�08'�29.53"E

342.31'

1/2�IR�CS�9333

X�=�194864.3600 Y�=�322325.7100

Z�=�229.95

5/8�IR�CS�23135

X�=�194851.4300 Y�=�322320.0300 Z�=�232.45

M

3/4�BOLT�CS�4050�0.5�DN

X�=�194867.5200 Y�=�322238.2600

Z�=�230.50

2�PIPE�CS�10604�1.0�DN

X�=�194916.6200 Y�=�322236.7100 Z�=�229.34

5/8�IR�CS�18926�0.4�DN

X�=�194907.6300 Y�=�322232.2700 Z�=�230.35

M

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

M A T C H L

IN

E �S T A �1 �S E E �S H E E T �7

PLAN�&�PROFILE

STA:15+00�to�STA:16+75

SCALE: SHEET�5

Note:

Elevations�are�based�on

NAVD88�(M.S.L.�=�0.00)

D.�Malone

K.�Groom

Goldfish�Farm�Rd

H�1"�=�20' V�1"�=�5'

BP:�14+65

X=194887.46 Y=322246.94 Z=231.79

WARNING

If�this�bar�does�not measure�1"�then�drawing is�not�to�scale

EGFG

EG

FG

25'�(TYP) EXISTING�UTILITY�TO�BE�RELOCATED�BY�OTHERS

RETAIN�AND�PROTECT�EXISTING�FENCE�FROM�STA:14+60�TO�STA:�16+02�LT�AND

FROM�STA:�16+46�TO�STA:�17+06�LT

REMOVE�EXISTING�ASPHALT�FROM�EOP�TO�EOP�STA:�14+65�TO�STA:�21+34

REMOVE�EXISTING�SIGN�AT�STA:�15+59�LT�AND�STA:�15+68�RT

REMOVE�AND�PROTECT�EXISTING�MAILBOX�AT�STA:�16+25�RT

REMOVE�EXISTING�STORM�PIPE�FROM�STA:�14+54�TO�STA:�14+97�LT�AND�FROM

STA:�14+83�TO�STA:�14+91�RT

RETAIN�AND�PROTECT�EXISTING�UTILITY

INSTALL�COMMERCIAL�DRIVEWAY�AT�ACCESS�CENTERLINE�STA:�16+23.84�LT,�W=�24'

PER�COA�DWG�308

CONSTRUCT�ROADWAY�SECTION�FROM�STA:�15+06�TO�SOUTH�BRIDGE��APPROACH

PANEL�AT�APPROX.�STA:�16+93.96�AND�FROM�NORTH�BRIDGE�APPROACH�PANEL�AT

APPROX.�STA:�18+05.98�TO�STA:21+34.�SEE�SHEET�4�FOR�TYPICAL�SECTIONS

INSTALL�CURBSIDE�SIDEWALK�FROM�STA:�16+57.95�TO�STA:�16+72.85�RT�PER�RD720

INSTALL�6'�WIDE�SETBACK�SIDEWALK�FROM�STA:�15+17.69�TO�STA:�16+11.85�LT,

STA:�15+17.40�TO�STA:�16+57.95�RT�AND�FROM�STA:�16+35.87�TO

STA:�17+03.94�LT�PER�COA�DWG�313

INSTALL�5.5'�STORMWATER�FACILITY�FROM�STA:�15+49�TO�STA:�16+03�LT/�RT��PER

COA�DWGS�603A�AND�603B.�SEE�SHEETS�11�TO�12�AND�LS-02��FOR�DETAILS

INSTALL�MAILBOX�ON�SINGLE�MAILBOX�SUPPORT�PER�COA�DWG�202A�AT�STA:�16+25�RT

WITHIN�THE�LANDSCAPE�STRIP.�INSTALL�TEMPORARY�MAILBOX

POST�TO�ALLOW�MAIL�SERVICE�TO�CONTINUE�DURING�CONSTRUCTION

INSTALL�STREETSIDE�CURB�NOTCH�PER�COA�DWG�612.�SEE�PLAN�VIEW�FOR

STATIONING

INSTALL�30"�CURB�AND�GUTTER�FROM�STA:�15+05.61�TO�STA:�16+74.96�RT�AND

STA:�15+05.61�TO�17+15.46�LT�PER�COA�DWG�304

INSTALL�5.5'�LANDSCAPE�STRIP�FROM�STA:�15+23�TO�STA:�15+49�LT/�RT,

STA:�16+03�TO�STA:�16+12�LT,�STA:�16+03�TO�STA:�16+58�RT�AND�STA:�16+35�TO

STA:�17+03�LT.�SEE�SHEET�LS-01�FOR�DETAILS

INSTALL�END�OF�WALK�CURB�RAMP,�TAPER�OPTION�"EW-1"�AT�RAMP��CENTERLINE

STA:�15+14�LT/RT�PER�STD�DWG�RD950

SAWCUT�EXISTING�ASPHALT�FROM�EDGE�OF�PAVEMENT�TO

EDGE�OF�PAVEMENT�AT�STA:�14+65

TAPER�NEW�EOP�FROM�STA:�14+80�STA:�15+05

SAWCUT�AND�REMOVE�EXISTING�ASPHALT�FOR�STORM�MANHOLE�INSTALLATION

ADJUST�VALVE�BOX�AT�STA:�15+17.62�LT

ADJUST�EXISTING�UTILITY�BOX�AT�STA:�16+42.59�LT�PER�COA�DWG�507

�11

0.69%

GENERAL�NOTES:

1)�RETAIN�AND�PROTECT�EXISTING�UTILITIES�(FIELD

VERIFY�LOCATIONS)

2)�PERMANENTLY�SEED�ANY�SOIL�AREAS�DISTURBED

DURING�CONSTRUCTION

3)�SEE�SHEET�4�FOR�TYPICAL�SECTIONS

4)�SEE�SHEET�15�FOR�CURB�RAMP�DETAILS

5)�SEE�SHEET�11�FOR�STORM�DRAIN�TABLES�AND

DETAILS

6)�SEE�SHEETS�LS-01�AND�LS-02�FOR�PLANTING�PLAN

AND�DETAILS

S T A :1

7 7

S T A :1

S T A :1

S T A :1

S T A :1

S T A :1

S T A :1

S T A :1

�12

S.�MacLean

�13

�14

�15

D.�Malone

December�31,�2026

Date: 2025.01.21 11:01:49-08'00'

STA:�16+75�to�STA:�19+00

16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00

16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00

.0

.4

.3

.6

.6

.7

.2

.8

.9

.8

.2

.6

.7

.4

.4

.0

.1

.6

.8

.2

-1.63%

PVI�STA�=�17+76.00

PVI�ELEV�=�233.30

HIGH�PT�STA�=�17+52.61

HIGH�PT�ELEV�=�232.84

A.D.�=�2.52% K�=�63.52 L�=�160.00

B V C S .0

B V C E .5

E V C S .0

E V C E .0

17+00 17+50

18+00 18+50

19+

S

P I:

�1 .6

N0°�08'�29.53"E

342.31'

2�1/2�IN�BC

X�=�194867.1100 Y�=�322661.5400 Z�=�229.31

1/2�IR�W/RPC�CS�23320

X�=�194862.6200 Y�=�322651.7000

Z�=�229.98

5/8�IN�IR�CS�10604

X�=�194915.9700 Y�=�322663.1000 Z�=�0.00

5/8�IN�IR�CS�10604

X�=�194916.0900 Y�=�322603.0500

Z�=�229.17

1/2�IN�IR�CS�9333

X�=�194864.9300 Y�=�322592.5000

Z�=�229.86

BP:�0+00.00

N ' �3 . 8 " E

.7

M

M

M

A

PLAN�&�PROFILE

STA:16+75�to�STA:19+00

SHEET�6

Note:

Elevations�are�based�on

NAVD88�(M.S.L.�=�0.00)

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

M A T C H L

IN

E �S T A �1 �S E E �S H E E T �6

M A T C H L

IN

E �S T A �1 �S E E �S H E E T �8

GOLDFISH�FARM�RD

STA:18+51.10�EQUALS

CHRISTOPHER�AVE�STA:0+00

SCALE:

H�1"�=�20' V�1"�=�5'

WARNING

If�this�bar�does�not measure�1"�then�drawing is�not�to�scale

0.89%

EGFG

EG

FG

GOLDFISH�FARM�ROAD

EXISTING�UTILITY�TO�BE�RELOCATED�BY�OTHERS

RETAIN�AND�PROTECT�EXISTING�FENCE�FROM�STA:16+46�TO�STA:�17+36�LT

REMOVE�EXISTING�ASPHALT�FROM�EOP�TO�EOP�STA:�14+65�TO�STA:�21+34

REMOVE�EXISTING�SIGN�AT�STA:�18+99�LT

REMOVE�AND�PROTECT�EXISTING�MAILBOX�AT�STA:�18+95�RT

REMOVE�AND�RETAIN�EXISTING�SIGNS�AT�STA:�18+21�LT,�STA:�18+33�LT�AND�STA:�18+69�RT

REMOVE�EXISTING�STORM�PIPE�FROM�STA:�18+26�TO�STA:�18+72�RT

REMOVE�EXISTING�BRIDGE

RETAIN�AND�PROTECT�EXISTING�UTILITY

INSTALL�COMMERCIAL�DRIVEWAY�AT�ACCESS�CENTERLINE�STA:�18+55.89�LT,�W=�30'

PER�COA�DWG�308

CONSTRUCT�ROADWAY�SECTION�FROM�STA:�15+06�TO�SOUTH�BRIDGE��APPROACH�PANEL

AT�APPROX.�STA:�16+93.96�AND�FROM�NORTH�BRIDGE�APPROACH�PANEL�AT�APPROX.

STA:�18+05.98�TO�STA:21+34.�SEE�SHEET�4�FOR�TYPICAL�SECTIONS

INSTALL�CURBSIDE�SIDEWALK�FROM�STA:�17+03.94�TO�STA:�17+15.46�LT,

STA:�18+15.05�TO�STA:�18+38.07�LT�AND�STA:�17+84.48�TO�STA:�18+30.22�RT

INSTALL�6'�WIDE�SETBACK�SIDEWALK�FROM�STA:�16+35.87�TO�STA:�17+03.94�LT,

STA:�18+34.05�TO�STA:�20+43.06�LT�AND�STA:�18+72.25�TO�STA:�21+26.48�RT.�PER

COA�DWG�313

INSTALL�MAILBOX�ON�SINGLE�MAILBOX�SUPPORT�PER�COA�DWG�202A�AT�STA:�18+94�RT

WITHIN�THE�LANDSCAPE�STRIP.�INSTALL�TEMPORARY�MAILBOX

POST�TO�ALLOW�MAIL�SERVICE�TO�CONTINUE�DURING�CONSTRUCTION

INSTALL�30"�CURB�AND�GUTTER�FROM�STA:�15+05.61�TO�STA:�17+15.46�LT,

STA:�17+84.48�TO�18+38.27�RT,�STA:�18+24.98�TO�STA:�20+49.99�LT�AND

STA:�18+64.27�TO�STA:�21+29.51�RT.�PER�COA�DWG�304

INSTALL�5.5'�LANDSCAPE�STRIP�FROM�STA:�16+35�TO�STA:�17+03�LT,

STA:�18+66.75�TO�STA:�18+81.22�RT,�STA:�18+70.88�TO�STA:�18+81.25�LT,�STA:�18+88.25�TO STA:�19+29.03�LT�AND�STA:�18+88.25�TO�STA:�19+66�RT.��SEE�SHEET�LS-01�FOR�DETAILS

SAWCUT�AND�REMOVE�EXISTING�ASPHALT�FROM�EDGE�OF�PAVEMENT�TO

EDGE�OF�PAVEMENT�AT�CHRISTOPHER�AVE�STA:�0+65

CONSTRUCT�ROADWAY�SECTION�FROM�CHRISTOPHER�AVE�STA:�0+20.56�TO�STA:�0+49.06.

SEE�SHEET�4�FOR�TYPICAL�SECTIONS

CONSTRUCT�VALLEY�GUTTER�FROM�STA:�18+28.47�TO�STA:�18+81.30�RT

PER�COA�DWG�305

RELOCATE�FENCE�STA:�17+06�TO�17+36�LT

INSTALL�PERPENDICULAR�CURB�RAMP�OPTION�"PR-1"�AT�RAMP�CENTERLINE

STA:�18+36.26�RT,�STA:�18+66.26�RT�AND�STA:�18+84.75�LT/RT�PER�RD902,�RD904,

RD912,�DET1752�AND�DETAILS�SHEET�CR-02

INSTALL�PERPENDICULAR�CURB�RAMP�WITH�SINGLE�FLARE�AT�RAMP�CENTERLINE

STA:�18+36.26�RT�PER�RD902,�RD904,�RD910�AND�DETAILS�SHEET�CR-02

TRANSITION�1%�CROSS�SLOPE�ON�BRIDGE�TO�2%�AT�BRIDGE�APPROACHES

CONSTRUCT�BRIDGE�AS�SHOWN�ON�SHEETS�BR-01�TO�BR-09

REPLACE�EXISTING�VALVE�WITH�NEW�COMBINATION�AIR�/�VACUUM�RELEASE�VALVE�IN

NEW�PLANTER�STRIP�PER�COA�DWG�509

ADJUST�EXISTING�UTILITY�BOX�AT�STA:�18+59�RT,�18+64�RT�AND�18+65�RT

�11

3 4

R15'

R15'

C H R I S T O P H E R �A V E

16'�(TYP)

�12

�13

�14

�15

S.�MacLean

D.�Malone

K.�Groom

GENERAL�NOTES:

1)�RETAIN�AND�PROTECT�EXISTING�UTILITIES�(FIELD

VERIFY�LOCATIONS)

2)�PERMANENTLY�SEED�ANY�SOIL�AREAS�DISTURBED

DURING�CONSTRUCTION

3)�SEE�SHEET�4�FOR�TYPICAL�SECTIONS

4)�SEE�SHEET�15�FOR�CURB�RAMP�DETAILS

5)�SEE�SHEET�11�FOR�STORM�DRAIN�TABLES�AND

DETAILS

6)�SEE�SHEETS�LS-01�AND�LS-02�FOR�PLANTING�PLAN

AND�DETAILS

�16

�17

1'

D.�Malone

December�31,�2026

Date: 2025.01.21 11:02:09-08'00'

STA:�19+00�to�STA:�21+34

19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+34

19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+34

.8

.2

.5

.9

.4

.6

.3

.4

.2

.3

.1

.3

.2

.3

.2

.2

.2

.2

.2

.2

.1

.1

-0.09% -0.24%

PVI�STA�=�21+00.00

PVI�ELEV�=�230.26

HIGH�PT�STA�=�20+75.00

HIGH�PT�ELEV�=�230.28

A.D.�=�0.15% K�=�339.60 L�=�50.00

B V C S .0

B V C E .2

E V C S .0

E V C E .2

PVI�STA�=�19+54.78

PVI�ELEV�=�230.39

LOW�PT�STA�=�20+04.78

LOW�PT�ELEV�=�230.35

A.D.�=�1.54% K�=�65.01 L=�100.00

B V C S .7

B V C E .2

E V C S .7

E V C E .3

+00 19+50

20+00 20+50

21+00

S

S

PI:�21+28.25

N0°�14'�43.46"E

244.62'

1/2�IN�IR�CS�8050

X�=�194865.5300 Y�=�322724.4500

Z�=�0.00

3�IN�LCS�BC�DLC

X�=�194885.9500 Y�=�322884.5000

Z�=�230.24

5/8�IN�IR�W/YPC�CS�24627

X�=�194923.8500 Y�=�322909.7900 Z�=�0.00

5/8�IN�IR�W/YPC�CS�24627

X�=�194905.9200 Y�=�322909.8400

Z�=�0.00

M

M

M

N0°�14'�43.46"E

244.62'

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

PLAN�&�PROFILE

STA:19+00�to�STA:21+34

SHEET�7

Note:

Elevations�are�based�on

NAVD88�(M.S.L.�=�0.00)

M A T C H L

IN

E �S T A �1 �S E E �S H E E T �7

SCALE:

H�1"�=�20' V�1"�=�5'

EOP

STA:21+34

X=194887.26 Y=322915.85 Z=230.19

WARNING

If�this�bar�does�not measure�1"�then�drawing is�not�to�scale

GOLDFISH�FARM�ROAD

EGFG

EG

FG

-1.63%

EXISTING�UTILITY�TO�BE�RELOCATED�BY�OTHERS

RETAIN�AND�PROTECT�EXISTING�TREE�AT�STA:�20+39�LT,�STA:�21+11�LT�AND�21+33�RT

REMOVE�EXISTING�TREE�AT�STA:�20+55�LT

RETAIN�AND�PROTECT�EXISTING�WELL�PUMP�STRUCTURE�AT�STA:�21+07�LT

REMOVE�EXISTING�ASPHALT�FROM�EOP�TO�EOP�STA:�14+65�TO�STA:�21+34

REMOVE�AND�PROTECT�EXISTING�SIGN�AT�STA:�19+75�RT

REMOVE�AND�PROTECT�EXISTING�MAILBOX�AT�STA:�19+50�AND�STA:�21+31�RT

REMOVE�EXISTING�STORM�PIPE�FROM�STA:�21+05�TO�STA:�21+30�RT

REMOVE�EXISTING�CATCHBASIN�AT�STA:�21+31�RT

INSTALL�RESIDENTIAL�DRIVEWAY�AT�ACCESS�CENTERLINE�STA:�19+53.44�LT,�W=

17'�AND�STA:�21+19.47�RT,�W=14'��PER�COA�DWG�308

CONSTRUCT�ROADWAY�SECTION�FROM�NORTH�BRIDGE�APPROACH�PANEL�AT

APPROX.�STA:�18+05.98�TO�STA:21+34.�SEE�SHEET�4�FOR�TYPICAL�SECTIONS

INSTALL�6'�WIDE�SETBACK�SIDEWALK�FROM��STA:�18+34.05�TO�STA:�20+43.06�LT

AND�STA:�18+72.25�TO�STA:�21+26.48�RT.�PER�COA�DWG�313

INSTALL�MAILBOX�ON�SINGLE�MAILBOX�SUPPORT�PER�COA�DWG�202A�AT�STA:

19+50�RT�AND�STA:�21+35�RT�WITHIN�THE�LANDSCAPE�STRIP.�INSTALL�TEMPORARY

MAILBOX�POST�TO�ALLOW�MAIL�SERVICE�TO�CONTINUE�DURING�CONSTRUCTION

INSTALL�30"�CURB�AND�GUTTER�FROM�STA:�18+24.98�TO�STA:�20+49.99�LT�AND

STA:�18+64.27�TO�STA:�21+29.51.�PER�COA�DWG�304

INSTALL�STREETSIDE�CURB�NOTCH�PER�COA�DWG�612.�SEE�PLAN�VIEW�FOR

STATIONING

INSTALL�5.5'�STORMWATER�FACILITY�FROM�STA:�19+29�TO�STA:�19+45�LT,

STA:�19+62�TO�STA:�20+38�LT�AND�STA:�19+66�TO�STA:�20+52�RT�PER

COA�DWGS�603A�AND�603B.�SEE�SHEETS�11�TO�12�AND�LS-02�FOR�DETAILS

INSTALL�5.5'�LANDSCAPE�STRIP�FROM�STA:�18+81.25�TO�STA:�19+29.03�LT,

STA:�18+88.25�TO�STA:�19+66�RT�AND�STA:�20+52�TO�STA:�21+12�RT.�SEE�SHEET

LS-01�FOR�DETAILS

SAWCUT�AND�REMOVE�EXISTING�ASPHALT�FROM�EDGE�OF�PAVEMENT�TO�EDGE

OF�PAVEMENT�AND�CURB�AND�GUTTER�AT�STA:�21+34

INSTALL�END�OF�WALK�CURB�RAMP,�TAPER�OPTION�"EW-1"�AT�RAMP

CENTERLINE�STA:�20+46.50�PER�STD�DWG�RD950

SAWCUT�1.0'�BEHIND�NEW�SIDEWALK�AND�REMOVE�ASPHALT�FROM�EXISTING

DRIVEWAY

TAPER�NEW��EOP�FROM�STA:�20+55�TO�STA:�20+70�LT

ADJUST�EXISTING�UTILITY�BOX�AT�STA:�19+13.36�RT�PER�COA�DWG�507

�11

S T A :1

S T A :1

S T A :1

S T A :1

S T A

S T A

S T A :1

S T A :1

S T A

S T A

S T A

7 4

15'

EXISTING�DRIVEWAY�ACCESS

TO�REMAIN

�12

S.�MacLean

D.�Malone

K.�Groom

�13

GENERAL�NOTES:

1)�RETAIN�AND�PROTECT�EXISTING�UTILITIES�(FIELD

VERIFY�LOCATIONS)

2)�PERMANENTLY�SEED�ANY�SOIL�AREAS�DISTURBED

DURING�CONSTRUCTION

3)�SEE�SHEET�4�FOR�TYPICAL�SECTIONS

4)�SEE�SHEET�15�FOR�CURB�RAMP�DETAILS

5)�SEE�SHEET�11�FOR�STORM�DRAIN�TABLES�AND

DETAILS

6)�SEE�SHEETS�LS-01�AND�LS-02�FOR�PLANTING�PLAN

AND�DETAILS

D.�Malone

December�31,�2026

Date: 2025.01.21 11:02:31-08'00'

STA:�14+25�to�STA:�16+50

14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50

14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50

.7

.6

.7

.7

.8

.8

.8

.8

.7

.7

.6

.7

.5

.7

.6

.8

.6

.9

.8

.1

0.39% -0.37%

PVI�STA�=�14+95.75

PVI�ELEV�=�231.90

HIGH�PT�STA�=�14+96.59

HIGH�PT�ELEV�=�231.85

A.D.�=�0.76% K�=�65.87 L�=�50.00

B V C S .7

B V C E .8

E V C S .7

E V C E .8

PVI�STA�=�13+88.70

PVI�ELEV�=�231.48

LOW�PT�STA�=�14+06.38

LOW�PT�ELEV�=�231.60

A.D.�=�1.29% K�=�69.64 L=�90.00

B V C S .7

B V C E .8

E V C S .7

E V C E .6

PVI�STA�=�15+83.00

PVI�ELEV�=�231.58

LOW�PT�STA�=�15+62.16

LOW�PT�ELEV�=�231.71

A.D.�=�1.26% K�=�79.49 L=�100.00

B V C S .0

B V C E .7

E V C S .0

E V C E .0

SSMH

Goldfish�Farm�Road�STA:�15+75.00

OFFSET:�0.00

RIM:�231.72

8"�IE�OUT�(S):�229.71

PVC�Pipe

SLOPE�0.40%�60.91�LF

14+50 15+00 15+50

16+00 16+

PI:�15+41.32

PI:�14+60.00

N0°�08'�51.59"W

81.32' N0°�08'�29.53"E

342.31'

D D

1/2�IR�CS�9333

X�=�194864.3600 Y�=�322325.7100

Z�=�229.95

5/8�IR�CS�23135

X�=�194851.4300 Y�=�322320.0300 Z�=�232.45

M

3/4�BOLT�CS�4050�0.5�DN

X�=�194867.5200 Y�=�322238.2600

Z�=�230.50

2�PIPE�CS�10604�1.0�DN

X�=�194916.6200 Y�=�322236.7100 Z�=�229.34

5/8�IR�CS�18926�0.4�DN

X�=�194907.6300 Y�=�322232.2700 Z�=�230.35

S S

M

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

M A T C H L

IN

E �S T A �1 �S E E �S H E E T �7

Note:

Elevations�are�based�on

NAVD88�(M.S.L.�=�0.00)

D.�Malone

K.�Groom

STORM�DRAIN�AND�SEWER

PLAN�&�PROFILE

STA:14+25�to�STA:16+50

SCALE: SHEET�8

H�1"�=�20' V�1"�=�5'

WARNING

If�this�bar�does�not measure�1"�then�drawing is�not�to�scale

EGFG

EG

FG

0.89%

INSTALL�48"�CONCRETE�SHALLOW�MANHOLE�AT�STA:�14+55�LT�PER�COA

DWGS�402�AND�407

INSTALL�CONCRETE�FIELD�INLET�AT�STA:�14+55�LT�PER�DWG�RD345,

RD374.�NO�CONCRETE�APRON�REQUIRED

INSTALL�48"�CONCRETE�SHALLOW�MANHOLE�AT�STA:�15+61�LT�PER�COA

DWGS�402�AND�407

INSTALL�CONCRETE�INLET,�TYPE�G-2�WITH�TYPE�2�GRATE��AT�STA:�15+61�LT

PER�COA�DWG�414,�RD339,�RD365,�RD366

INSTALL�CONCRETE�INLET,�TYPE�G-2�WITH�TYPE�2�GRATE��AT�STA:�15+61�RT

PER�COA�DWG�414,�RD339,�RD365,�RD366

INSTALL�12"�PVC�C900�PIPE�PER�DWG�RD339,�RD345

INSTALL�30"�PVC�C900�PIPE�PER�DWG�RD339,�RD345

INSTALL�30"�PVC�C900�PIPE�PER�DWG�RD339,�RD345

INSTALL�12"�PVC�C900�PIPE�PER�DWG�RD339,�RD345

INSTALL�12"�PVC�C900�PIPE�PER�DWG�RD339,�RD345

FI-1

MH-1

P-1

MH-2

PL-3

PL-4

P-2

CB-1

CB-2

FI-1

MH-1

P-1 P-2

MH-2

CB-1CB-2

PL-11

GENERAL�NOTES:

1)�SEE�SHEET�11�FOR�STORM�DRAINAGE�TABLES

2)�EROSION�CONTROL�MEASURES�FOR�EXISTING�FACILITIES�ARE�ONLY

REQUIRED�IF�EXCAVATION�ACTIVITIES�ARE�TAKING�PLACE�ADJACENT�TO�THE

EXISTING�FACILITY�PRIOR�TO�THE�FACILITY�BEING�REMOVED

SEE�SHEETS�11�AND�12�FOR

STORMWATER�FACILITY�DETAILS�(TYP)

GOLDFISH�FARM�RD

S.�MacLean

INSTALL�48"�CONCRETE�SHALLOW�SEWER�MANHOLE.�SEE�PROFILE�FOR�DETAILS�AND

COA�DWGS�402�AND�407

INSTALL�8"�PVC�3034�SEWER�PIPE.�SEE�PROFILE�FOR�DETAILS

CAP�END�OF�8"�PVC�3034�SEWER�PIPE

D.�Malone

8"�SS�PIPE

December�31,�2026

Date: 2025.01.21 11:02:56-08'00'

STA:�16+50�to�STA:�18+25

16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25

16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25

.8

.1

.0

.4

.3

.6

.6

.7

.2

.8

.9

.8

.2

.6

.7

.4

0.89%

PVI�STA�=�17+76.00

PVI�ELEV�=�233.30

HIGH�PT�STA�=�17+52.61

HIGH�PT�ELEV�=�232.84

A.D.�=�2.52% K�=�63.52 L�=�160.00

B V C S .0

B V C E .5

E V C S .0

E V C E .0

+50 17+00

17+50 18+00 N0°�08'�29.53"E

342.31'

D

D

1/2�IN�IR�CS�9333

X�=�194864.9300 Y�=�322592.5000

Z�=�229.86

M

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�SCALE:

H�1"�=�20' V�1"�=�5'

STORM�DRAIN

PLAN�&�PROFILE

STA:16+50�to�STA:18+25

SHEET�9

Note:

Elevations�are�based�on

NAVD88�(M.S.L.�=�0.00)

M A T C H L

IN

E �S T A �1 �S E E �S H E E T �6

WARNING

If�this�bar�does�not measure�1"�then�drawing is�not�to�scale

EGFG

EGFG

INSTALL�48"�CONCRETE�CONCENTRIC�MANHOLE�AT�STA:�16+81�LT�PER�COA

DWGS�401�AND�407

INSTALL�48"�CONCRETE�SHALLOW�MANHOLE�AT�STA:�17+15�LT�PER�COA

DWGS�402�AND�407

INSTALL�30"�PVC�C900�PIPE�PER�DWG�RD339,�RD345

INSTALL�30"�PVC�C900�PIPE�PER�DWG�RD339,�RD345

INSTALL�30"�CONCRETE�PIPE�PER�DWG�RD339,�RD345

INSTALL�30"�CONCRETE�FLARED�END�SECTION.�SEE�DETAIL�ON�SHEET�13

INSTALL�RIPRAP�OUTFALL.�SEE�DETAIL�ON�SHEET�13

GENERAL�NOTES:

1)�SEE�SHEET�11�FOR�STORM�DRAINAGE�TABLES

2)�EROSION�CONTROL�MEASURES�FOR�EXISTING�FACILITIES�ARE�ONLY

REQUIRED�IF�EXCAVATION�ACTIVITIES�ARE�TAKING�PLACE�ADJACENT�TO�THE

EXISTING�FACILITY�PRIOR�TO�THE�FACILITY�BEING�REMOVED.

3)�SEE�SHEET�11�AND�12�FOR�SWALE�STORM�DRAINAGE�DETAILS

Goldfish�Farm�Rd

S.�MacLean

MH-3

P-2

MH-4

P-4

P-33

P-2 P-3

P-4

MH-4

MH-3

6 30"�CONCRETE�FLARED�END�SECTION

30"�CONCRETE�FLARED�END�SECTION

D.�Malone

K.�Groom

D.�Malone

December�31,�2026

Date: 2025.01.21 11:03:17-08'00'

STA:�19+25�to�STA:�21+50

19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50

19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50

.5

.9

.4

.6

.3

.4

.2

.3

.1

.3

.2

.3

.2

.2

.2

.2

.2

.2

.1

.1

-0.09% -0.24%

PVI�STA�=�21+00.00

PVI�ELEV�=�230.26

HIGH�PT�STA�=�20+75.00

HIGH�PT�ELEV�=�230.28

A.D.�=�0.15% K�=�339.60 L�=�50.00

B V C S .0

B V C E .2

E V C S .0

E V C E .2

PVI�STA�=�21+88.70

PVI�ELEV�=�230.05

HIGH�PT�STA�=�21+38.70

HIGH�PT�ELEV�=�230.17

A.D.�=�0.01% K�=�6987.76 L�=�100.00

B V C S .7

B V C E .1

E V C S .7

E V C E .9

PVI�STA�=�19+54.78

PVI�ELEV�=�230.39

LOW�PT�STA�=�20+04.78

LOW�PT�ELEV�=�230.35

A.D.�=�1.54% K�=�65.01 L=�100.00

B V C S .7

B V C E .2

E V C S .7

E V C E .3

19+50 20+00

20+50 21+00

21+

PI:�21+28.25

D

1/2�IN�IR�CS�8050

X�=�194865.5300 Y�=�322724.4500

Z�=�0.00

3�IN�LCS�BC�DLC

X�=�194885.9500 Y�=�322884.5000

Z�=�230.24

5/8�IN�IR�W/YPC�CS�24627

X�=�194923.8500

5/8�IN�IR�W/YPC�CS�24627

X�=�194905.9200 Y�=�322909.8400

Z�=�0.00

M

N0°�14'�43.46"E

244.62'

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�SCALE:

H�1"�=�20' V�1"�=�5'

STORM�DRAIN

PLAN�&�PROFILE

STA:19+25�to�STA:�21+50

SHEET�10

Note:

Elevations�are�based�on

NAVD88�(M.S.L.�=�0.00)

WARNING

If�this�bar�does�not measure�1"�then�drawing is�not�to�scale

EGFG

EGFG

INSTALL�48"�CONCRETE�CONCENTRIC�MANHOLE�AT�STA:�16+81�LT�PER�COA

DWG�401

INSTALL�CONCRETE�INLET,�TYPE�G-2�WITH�TYPE�2�GRATE�AT�STA:�20+35.39�LT

PER�COA�DWG�414,�RD339,�RD365,�RD366

INSTALL�CONCRETE�INLET,�TYPE�G-2�WITH�TYPE�2�GRATE�AT�STA:�20+50�RT

PER�COA�DWG�414,�RD339,�RD365,�RD366�AND�SHEET�6

INSTALL�12"�PVC�C900�PIPE�AND�CONNECT�TO�EXISTING�15"�PVC�C900�PIPE

PER�DWG�RD339,�RD345�AND�SHEET�6

INSTALL�12"�PVC�C900�PIPE�PER�DWG�RD339,�RD345

INSTALL�12"�PVC�C900�PIPE�PER�DWG�RD339,�RD345

GENERAL�NOTES:

1)�SEE�SHEET�11�AND�12�FOR�STORM�DRAINAGE�TABLES

2)�EROSION�CONTROL�MEASURES�FOR�EXISTING�FACILITIES�ARE�ONLY

REQUIRED�IF�EXCAVATION�ACTIVITIES�ARE�TAKING�PLACE�ADJACENT�TO�THE

EXISTING�FACILITY�PRIOR�TO�THE�FACILITY�BEING�REMOVED.

GOLDFISH�FARM�RD

S.�MacLean

PL-5

CB-3 CB-4

EX.�15"�PVC�C900

EX.�15"�PVC�C900�PIPE

MH-5

PL-5

PL-6CB-4

CB-3

P-5

EXISTING�CB�TO

BE�REMOVED

SEE�SHEET�11�AND�12�FOR�STORMWATER�FACILITY�DETAILS�(TYP)

MH-5

P-5

D.�Malone

K.�Groom

D.�Malone

December�31,�2026

Date: 2025.01.21 11:03:40-08'00'

STORM�DRAIN�MANHOLE�TABLE

NAME

MH-1

MH-2

MH-3

MH-4

MH-5

DETAILS

48"�SHALLOW�MANHOLE

STA:��14+55.00,�10.05�L

RIM�ELEV�=�231.25

PL-11,�12"�IE�IN�(W)�=�228.89

P-1,�30"�IE�OUT�(N)�=�226.95

48"�SHALLOW�MANHOLE

STA:��15+61.00,�10.01�L

RIM�ELEV�=�231.34

P-1,�30"�IE�IN�(S)�=�226.74

PL-4,�12"�IE�IN�(E)�=�226.74

PL-3,�12"�IE�IN�(W)�=�226.74

P-2,�30"�IE�OUT�(N)�=�226.74

48"�CONCENTRIC�MANHOLE

STA:��16+81.00,�10.05�L

RIM�ELEV�=�231.91

P-2,�30"�IE�IN�(S)�=�226.50

P-3,�30"�IE�OUT�(NW)�=�226.50

48"�SHALLOW�MANHOLE

STA:��17+09.96,�30.44�L

RIM�ELEV�=�230.43

P-3,�30"�IE�IN�(SE)�=�226.42

P-4,�30"�IE�OUT�(N)�=�226.42

48"�CONCENTRIC�MANHOLE

STA:��20+50.13,�15.18�R

RIM�ELEV�=�230.12

PL-5,�12"�IE�IN�(W)�=�225.75

PL-6,�12"�IE�IN�(E)�=�226.26

P-5,�12"�IE�OUT�(N)�=�224.16

STORM�DRAIN�BASIN�TABLE

NAME

CB-1

CB-2

CB-3

CB-4

FI-1

DETAILS

STA:��15+60.99,�19.15�L

RIM�ELEV�=�229.76,�SUMP�=�1'

POF-1,�6"�IE�IN�(W)�=�226.76

PL-3,�12"�IE�OUT�(E)�=�226.76

STA:��15+61.01,�19.28�R

RIM�ELEV�=�229.30,�SUMP�=�1'

POF-2,�6"�IE�IN�(E)�=�228.46

PL-4,�12"�IE�OUT�(W)�=�226.80

STA:��20+35.21,�22.50�L

RIM�ELEV�=�230.27,�SUMP�=�1'

POF-3,�6"�IE�IN�(W)�=�226.96

PL-5,�12"�IE�OUT�(E)�=�225.96

STA:��20+50.19,�22.50�R

RIM�ELEV�=�227.96,�SUMP�=�1'

POF-4,�6"�IE�IN�(E)�=�226.94

PL-6,�12"�IE�OUT�(W)�=�226.27

STA:��14+55.00,�15.00�L

RIM�ELEV�=�230.54,�SUMP�=�0'

PL-11,�12"�IE�OUT�(E)�=�228.90

STORM�DRAIN�PIPE�TABLE

PIPE�NO.

P-1

P-2

P-3

P-4

P-5

PL-3

PL-4

PL-5

PL-6

PL-11

SIZE�and�TYPE

30"�PVC�C900�PIPE

30"�PVC�C900�PIPE

30"�PVC�C900�PIPE

30"�CONCRETE�PIPE

12"�PVC�C900�PIPE

12"�PVC�C900�PIPE

12"�PVC�C900�PIPE

12"�PVC�C900�PIPE

12"�PVC�C900�PIPE

12"�PVC�C900�PIPE

SLOPE

0.20%

0.20%

0.23%

0.20%

0.19%

0.22%

0.20%

0.52%

0.14%

0.20%

LENGTH

(FT)

106.02

120.00

35.42

8.00

82.62

9.14

29.29

40.52

7.32

4.95

IE�IN�STATION

and�OFFSET

14+55.00,��10.05�L

15+61.00,��10.01�L

16+81.00,��10.05�L

17+09.96,��30.44�L

20+50.13,��15.18�R

15+60.99,��19.15�L

15+61.01,��19.28�R

20+35.21,��22.50�L

20+50.19,��22.50�R

14+55.00,��15.00�L

IE�IN

�(FT)

226.95

226.74

226.50

226.42

224.16

226.76

226.80

225.96

226.27

228.90

IE�OUT�STATION

and�OFFSET

15+61.00,��10.01�L

16+81.00,��10.05�L

17+09.96,��30.44�L

17+17.80,��32.03�L

21+32.70,��14.57�R

15+61.00,��10.01�L

15+61.00,��10.01�L

20+50.13,��15.18�R

20+50.13,��15.18�R

14+55.00,��10.05�L

IE�OUT

(FT)

226.74

226.50

226.42

226.40

224.00

226.74

226.74

225.75

226.26

228.89

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

D.�Malone

K.�Groom

STORM�DRAIN

PIPE�AND�STRUCTURE�TABLES

AND�STORMWATER�FACILITY

DETAILS

SCALE: SHEET�11no�scale

STORM�WATER�FACILITY�CLEANOUT

4"�Storm�Drain�Frame�and Cover�per�COA�Dwg�411

4"�PVC�Elbow

4"�PVC�Pipe

4"�PVC�Perforated�Pipe or�Solid�Pipe

4"�Storm�Drain�Frame�and Cover�per�COA�Dwg�411

4"�PVC�Pipe

4"�PVC�Perforated�Pipe or�Solid�Pipe

4"�Two-Way�Cleanout

STORM�WATER�FACILITY�TWO-WAY�CLEANOUT

�SECTION�A-A

�STORMWATER�FACILITY�PIPE�w/�TEE�PLAN�VIEW

�A �A

6"�PVC�D3034�Tee

6"�PVC�D3034�Pipe

6"�PVC�D3034�Tee

6"�PVC�D3034�Pipe

4"�PVC�Perforated�Pipe or�Solid�Pipe�centered�in Stormwater�Facility

6"�x�4"�PVC�D3034�Reducer

6"�PVC�D3034�Pipe

6"�x�4"�PVC�D3034�Reducer

6"�PVC�D3034�Pipe

6"�PVC�D3034

Overflow�Pipe

Catchbasin

Sidewalk

6"�Round�Atrium�Grate

12"�PVC�C900�Pipe�to�Manhole

6"�PVC�D3034

Overflow�Pipe

Top�of�Stormwater�Facility Water�Quality�Mix

6"�PVC�D3034�Pipe

6"�PVC�D3034�Tee 6"�PVC�D3034�Tee

6"�PVC�D3034�Pipe

12"�PVC�C900�Pipe�to�Manhole

Catchbasin

4"�PVC�Perforated�Pipe or�Solid�Pipe�centered�in Stormwater�Facility

4"�PVC�Perforated�Pipe or�Solid�Pipe�centered�in Stormwater�Facility

�SECTION�A-A

�STORMWATER�FACILITY�PIPE�w/�ELBOW�PLAN�VIEW

�A �A

6"�PVC�D3034�Tee

6"�PVC�D3034�Pipe

6"�PVC�D3034�Elbow

6"�PVC�D3034�Pipe

6"�x�4"�PVC�D3034�Reducer

6"�PVC�D3034�Pipe

6"�PVC�D3034

Overflow�Pipe

Catchbasin

Sidewalk

6"�Round�Atrium�Grate

12"�PVC�C900�Pipe�to�Manhole

6"�PVC�D3034

Overflow�Pipe

Top�of�Stormwater�Facility Water�Quality�Mix

6"�PVC�D3034�Pipe

6"�PVC�D3034�Elbow

6"�PVC�D3034�Tee

6"�PVC�D3034�Pipe

12"�PVC�C900�Pipe�to�Manhole

Catchbasin

4"�PVC�Perforated�Pipe or�Solid�Pipe�centered�in Stormwater�Facility

"RIM�Elevation"

"RIM�Elevation"

"RIM�Elevation" 0.58"�Below�TFOC

"RIM�Elevation" 0.58"�Below�TFOC

GENERAL�NOTES:

1)�SEE�STORMWATER�FACILITY�PIPE�STRUCTURE�TABLE�SHEET�FOR

����ELEVATIONS�AND�DETAILS

S.�MacLean

D.�Malone

0.58'�TFOC

0.58'�TFOC

December�31,�2026

Date: 2025.01.21 11:04:03-08'00'

STORMWATER�FACILITY�TABLE

NAME

CO-1A

CO-1B

CO-2A

CO-2B

CO-3A

CO-3A1

CO-4A

CO-4A1

OF-1

OF-2

OF-3

OF-4

DETAILS

4"�PVC�CLEANOUT

STA:��15+50.55,�21.96�L

RIM�ELEV�=�230.12

PP-1A,�4"�IE�OUT�(N)�=�228.49

4"�PVC�CLEANOUT

STA:��16+00.50,�24.06�L

RIM�ELEV�=�229.72

PP-1B,�4"�IE�OUT�(S)�=�228.53

4"�PVC�CLEANOUT

STA:��15+50.65,�22.14�R

RIM�ELEV�=�229.52

PP-2A,�4"�IE�OUT�(N)�=�228.48

4"�PVC�CLEANOUT

STA:��16+00.62,�24.04�R

RIM�ELEV�=�229.66

PP-2B,�4"�IE�OUT�(S)�=�228.53

4"�PVC�CLEANOUT

STA:��19+30.97,�25.75�L

RIM�ELEV�=�228.29

PP-3A4,�4"�IE�OUT�(N)�=�227.44

4"�PVC�TWO-�WAY�CLEANOUT�TEE

STA:��19+85.18,�25.75�L

RIM�ELEV�=�228.74

PP-3A2,�4"�IE�IN�(S)�=�227.22

PP-3A1,�4"�IE�OUT�(N)�=�227.19

4"�PVC�CLEANOUT

STA:��19+68.20,�25.75�R

RIM�ELEV�=�228.02

SP-4A3,�4"�IE�OUT�(N)�=�227.17

4"�PVC�TW0-�WAY�CLEANOUT�TEE

STA:��20+13.22,�25.75�R

RIM�ELEV�=�229.15

PP-4A2,�4"�IE�IN�(S)�=�227.05

PP-4A1,�4"�IE�OUT�(N)�=�227.05

6"�PVC�OVERFLOW

STA:��15+60.99,�22.40�L

RIM�ELEV�=�229.89

PP-1A,�4"�IE�IN�(S)�=�228.47

SP-1B1,�4"�IE�IN�(N)�=�228.47

POF-1,�6"�IE�OUT�(E)�=�228.47

6"�PVC�OVERFLOW

STA:��15+61.01,�22.53�R

RIM�ELEV�=�229.53

PP-2A,�4"�IE�IN�(S)�=�228.47

SP-2B1,�4"�IE�IN�(N)�=�228.47

POF-2,�6"�IE�OUT�(W)�=�228.47

6"�PVC�OVERFLOW

STA:��20+35.17,�25.75�L

RIM�ELEV�=�227.99

SP-3A,�4"�IE�IN�(S)�=�226.97

POF-3,�6"�IE�OUT�(E)�=�226.97

6"�PVC�OVERFLOW

STA:��20+50.22,�25.75�R

RIM�ELEV�=�227.97

PP-4A,�4"�IE�IN�(S)�=�226.95

POF-4,�6"�IE�OUT�(W)�=�226.95

STORMWATER�FACILITY�DRAIN�PIPE�TABLE

PIPE�NO.

POF-1

POF-2

POF-3

POF-4

PP-1A

PP-1B

PP-1B1

PP-2A

PP-2B

PP-2B1

PP-3A

PP-3A1

PP-3A2

PP-3A3

PP-3A4

PP-4A

PP-4A1

PP-4A2

PP-4A3

SP-1B1

SP-1B2

SP-2B1

SP-2B2

SP-3A

SP-3A1

SP-3A2

SP-3A3

SP-4A

SP-4A2

SP-4A3

SIZE�and�TYPE

6"�PVC�D3034�PIPE

6"�PVC�D3034�PIPE

6"�PVC�D3034�PIPE

6"�PVC�D3034�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�PERF�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

4"�PVC�D3034�PIPE

SLOPE

52.57%

0.31%

0.31%

0.31%

0.19%

0.15%

0.15%

0.10%

0.15%

0.15%

0.43%

0.46%

0.41%

0.42%

0.58%

0.40%

0.15%

0.45%

0.27%

0.12%

0.15%

0.12%

0.15%

0.46%

0.41%

0.45%

0.44%

0.19%

0.25%

0.09%

LENGTH

(FT)

3.25

3.25

3.25

3.25

10.45

3.52

22.03

10.36

3.62

22.02

22.00

10.61

7.39

5.46

10.20

16.00

13.00

9.00

18.00

6.00

8.00

6.00

8.00

9.39

8.00

8.00

23.15

8.00

8.00

10.01

IE�IN�STATION

and�OFFSET

15+60.99,��22.40�L

15+61.01,��22.53�R

20+35.17,��25.75�L

20+50.22,��25.75�R

15+50.55,��21.96�L

16+00.50,��24.06�L

15+89.00,��23.58�L

15+50.65,��22.14�R

16+00.62,��24.04�R

15+89.01,��23.60�R

20+03.78,��25.75�L

19+85.18,��25.75�L

19+85.18,��25.75�L

19+64.33,��25.75�L

19+30.97,��25.75�L

20+34.22,��25.75�R

20+13.22,��25.75�R

20+04.22,��25.75�R

19+78.22,��25.75�R

15+66.99,��22.65�L

15+96.99,��23.91�L

15+67.00,��22.76�R

15+97.01,��23.90�R

20+25.78,��25.75�L

19+95.78,��25.75�L

19+69.78,��25.75�L

19+41.18,��25.75�L

20+26.22,��25.75�R

19+96.22,��25.75�R

19+68.20,��25.75�R

IE�IN

�(FT)

228.47

228.47

226.97

226.95

228.49

228.53

228.51

228.48

228.53

228.51

227.11

227.19

227.22

227.28

227.44

227.01

227.05

227.09

227.16

228.48

228.52

228.48

228.52

227.01

227.14

227.26

227.38

227.03

227.11

227.17

IE�OUT�STATION

and�OFFSET

15+60.99,��19.15�L

15+61.01,��19.28�R

20+35.21,��22.50�L

20+50.19,��22.50�R

15+60.99,��22.40�L

15+96.99,��23.91�L

15+66.99,��22.65�L

15+61.01,��22.53�R

15+97.01,��23.90�R

15+67.00,��22.76�R

20+25.78,��25.75�L

19+95.78,��25.75�L

19+77.78,��25.75�L

19+69.78,��25.75�L

19+41.18,��25.75�L

20+50.22,��25.75�R

20+26.22,��25.75�R

20+13.22,��25.75�R

19+96.22,��25.75�R

15+60.99,��22.40�L

15+89.00,��23.58�L

15+61.01,��22.53�R

15+89.01,��23.60�R

20+35.17,��25.75�L

20+03.78,��25.75�L

19+77.78,��25.75�L

19+64.33,��25.75�L

20+34.22,��25.75�R

20+04.22,��25.75�R

19+78.22,��25.75�R

IE�OUT

(FT)

226.76

228.46

226.96

226.94

228.47

228.52

228.48

228.47

228.52

228.48

227.01

227.14

227.19

227.26

227.38

226.95

227.03

227.05

227.11

228.47

228.51

228.47

228.51

226.97

227.11

227.22

227.28

227.01

227.09

227.16

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

D.�Malone

K.�Groom

STORMWATER�FACILITY

PIPE�AND�STRUCTURE�TABLES

AND

DETAILS

SCALE: SHEET�12no�scale

CO-1A OF-1

PP-1A SP-1B1

POF-1

PP-1B1

CO-1B

PP-1B

SP-1B2

�STORMWATER�FACILITY�DETAIL

STA:�15+75�LT

CB-1PL-3

INSTALL�6"�PVC�D3034�PIPE�OVERFLOW�STRUCTURE�AT�STA:�15+61�LT�PER

COA�DWG�603A,�603B�AND�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�CLEANOUT�AT�STA:�15+50.56�LT�PER�COA�DWG�411,

603A,�603B�AND�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�CLEANOUT�AT�STA:�16+00.51�LT�PER�COA�DWG�411,

603A,�603B�AND�THIS�SHEET

INSTALL�6"�PVC�D3034�PIPE�PER�DWG�RD339,�RD345�AND�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�SPLASH�PAD�PER�COA�DWG�612

INSTALL�CHECK�DAM�AT�STA:�15+80�LT�PER�COA�DWG�618�AND�619

10 (TYP)

�STORMWATER�FACILITY�DETAIL

STA:�15+75�RT

POF-1

CB-2PL-4

CO-2A

PP-2A

OF-2

SP-2B1 PP-2B1

SP-2B2

PP-2B

CO-2B

5 6 7 8 9

10 (TYP)

INSTALL�6"�PVC�D3034�PIPE�OVERFLOW�STRUCTURE�AT�STA:�15+61�RT�PER

COA�DWG�603A,�603B�AND�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�CLEANOUT�AT�STA:�15+50.65�RT�PER�COA�DWG�411,

603A,�603B�AND�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�CLEANOUT�AT�STA:�16+00.61�RT�PER�COA�DWG�411,

603A,�603B�AND�THIS�SHEET

INSTALL�6"�PVC�D3034�PIPE�PER�DWG�RD339,�RD345�AND�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�SPLASH�PAD�PER�COA�DWG�612

INSTALL�CHECK�DAM�AT�STA:�15+80�RT�PER�COA�DWG�618�AND�619

�STORMWATER�FACILITY�DETAIL

STA:�20+08�RT

�STORMWATER�FACILITY�DETAIL

STA:�20+00�LT

POF-4

OF-4

PL-6 CB-4

CO-4A

SP-4A3 PP-4A3 SP-4A2

PP-4A2 CO-4A1 PP-4A1

SP-4A PP-4A 1

5 6

12 (TYP) 13 13 13

OF-3

POF-3

CB-3 PL-5

SP-3APP-3ASP-3A1PP-3A1SP-3A2PP-3A3 PP-3A2

CO-3A1

PP-3A4 SP-3A3

CO-3A

12 3

5 6 7 98 10 11 12 131515

15 14 (TYP)NEW�DRIVEWAY

INSTALL�6"�PVC�D3034�PIPE�OVERFLOW�STRUCTURE�AT�STA:�20+36.39�LT�PER

COA�DWG�603A,�603B�AND�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�CLEANOUT�AT�STA:�19+31.19�LT�PER�COA�DWG�411,

603A,�603B�AND�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�TWO-WAY�CLEANOUT�TEE�AT�STA:�19+85.39�LT�PER

COA�DWG�411,�603A,�603B�AND�THIS�SHEET

INSTALL�6"�PVC�D3034�PIPE�PER�DWG�RD339,�RD345�AND�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�SPLASH�PAD�PER�COA�DWG�612

INSTALL�CHECK�DAMS�AT�STA:�19+86�LT,�STA:�20+00�LT�AND

STA:�20+19�LT�PER�COA�DWGS�618�AND�619

INSTALL�6"�PVC�D3034�PIPE�OVERFLOW�STRUCTURE�AT�STA:�20+50�RT�PER

COA�DWG�603A,�603B�AND�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�CLEANOUT�AT�STA:�19+67.99�RT�PER�COA�DWG�411,

603A,�603B�AND�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�TWO-WAY�CLEANOUT�TEE�AT�STA:�20+13�RT�PER

COA�DWG�411,�603A,�603B�AND�THIS�SHEET

INSTALL�6"�PVC�D3034�PIPE�PER�DWG�RD339,�RD345�AND�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�4"�PVC�D3034�PIPE�PER�THIS�SHEET

INSTALL�4"�PERFORATED�PIPE�PER�THIS�SHEET

INSTALL�SPLASH�PAD�PER�COA�DWG�612

INSTALL�CHECK�DAMS�AT�STA:�19+90�RT,�STA:�20+09�RT�AND�STA:�20+28�RT

PER�COA�DWG�618�AND�619

S.�MacLean

D.�Malone

NOTE:

1)�SEE�SHEET�11�FOR�DETAILS�NOT�SHOWN

December�31,�2026

Date: 2025.01.21 11:04:28-08'00'

STA:�0+00�to�STA:�0+93

0+00 0+25 0+50 0+75 0+93

0+00 0+25 0+50 0+75 0+93

.2

.2

.6

.6

.5

.5

.4

.4

.3

.3

17+00 17+50

D

D

0+00

0+50

0+93

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�SCALE:

H�1"�=�20' V�1"�=�5'

STORM�DRAIN�OUTFALL

PLAN�&�PROFILE

STA:0+00�to�STA:0+93

SHEET�13

Note:

Elevations�are�based�on

NAVD88�(M.S.L.�=�0.00)

WARNING

If�this�bar�does�not measure�1"�then�drawing is�not�to�scale

INSTALL�STORM�DRAIN�OUTFALL�RIP�RAP�PER�RD317�AND�DETAILS�THIS�SHEET1

Goldfish�Farm�Rd

S.�MacLean

MH-3P-2

MH-4

P-4

P-3

30"�CONCRETE�FLARED�END�SECTION

P-3

MH-4

P-4

30"�CONCRETE�FLARED�END�SECTION

CLASS�100�RIP�RAP�SEE�SHEET�BR-04�FOR�DETAILS

IE=226.39

CLASS�50�RIP�RAP

CLASS�100�RIP�RAP�SEE�SHEET�BR-04�FOR�DETAILS23.5'

R13.5'

�A

B

�A

B

1.5

CLASS�50�RIP�RAP

2.50'

1.0'

TYPE�2�RIP�RAP�GEOTEXTILE

SECTION�B-B

1.5 1'

2'

2.50'

CLASS�50�RIP�RAP

TYPE�2�RIP�RAP�GEOTEXTILE

SECTION�A-A

NO�SCALE

NO�SCALE

D.�Malone

K.�Groom

D.�Malone

2.5'

2'

1.5

30"�CONCRETE�FLARED�END�SECTION

CLASS�50�RIP�RAP

STORM�DRAIN�OUTFALL

TYPE�2�RAP�RIP�GEOTEXTILE

SLOPE�1%

1'

1'

SLOPE�1%

NO�SCALE

10'

NOTE:

1)�SEE�SHEET�11�FOR�STORM�DRAIN�TABLES

December�31,�2026

Date: 2025.01.21 11:04:51-08'00'

15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+

+50 19+00 19+50 20+00 20+50 21+00 21+50

1/15/20250328-0036

E-MAIL:��Roads@co.linn.or.us

FAX:�(541)�924-0202

PHONE:�(541)�967-3919

ALBANY,�OREGON��97322

3010�FERRY�STREET�SW

CB2101

GOLDFISH�FARM�ROAD

COX�CREEK�BRIDGE

LINN�COUNTY

T.�11�S.,�R.�03�W.,�SEC.�10

76365

OREGON

RENEWS:�

M A T C H L

IN

E �A -A

D.�Malone

K.�Groom

SIGNING�&�STRIPING�PLAN

SCALE: SHEET�141"�=�30'

WARNING

If�this�bar�does�not measure�1"�then�drawing is�not�to�scale

M A T C H L

IN

E �A -A

Sign�No.�1 R1-1

36"�x�36"

SPEED

LIMIT

Sign�No.�2

R2-1 24"�x�30"

Sign�No.�5

OM-3L

12"�x�36"

Sign�No.�6

OM-3R

12"�x�36"

1'-8"+

1"

8"

2"±

SIGNING�NOTES:

1)�THE�LOCATIONS�OF�SIGN�INSTALLATIONS

SHOWN�ARE�APPROXIMATE�WITH�EXACT

LOCATIONS�TO�BE�DETERMINED�IN�THE�FIELD.

2)�INSTALL�SIGNS�PER�CITY�OF�ALBANY

STANDARD�DRAWINGS�NO.�208�AND�NO.�209

3)�"INSTALL"�SHALL�MEAN�FABRICATION�AND

INSTALLATION�OF�NEW�SIGN�AND�SIGN

SUPPORTS

4)�CONTRACTOR�SHALL�COORDINATE�WITH�THE

INSPECTOR�FOR�THE�SIGNS�THAT�ARE�TO�BE

REMOVED�AND�PROTECTED

5)�ALL�SIGNS�SHALL�MEET�THE�REQUIREMENTS

OF�THE�MOST�CURRENT�MANUAL�ON�UNIFORM

TRAFFIC�CONTROL�DEVICES�(MUTCD)�AND

OREGON�SUPPLEMENT�TO�THE�MUTCD

6)�"REINSTALL�SHALL�MEAN�INSTALL�EXISTING

SIGN�ON�NEW�SUPPORT

INSTALL�SIGN�(N)�and�SUPPORT�(S) N

S

INSTALL�SIGN�(N)N

LEGEND:

N�=�SIGN�NUMBER

T�=�PERFORATED�STEEL�SQUARE�TUBE�(PSST)

T*�=�PERFORATED�STEEL�SQUARE�TUBE�(PSST)

��������w/1'-8"�EXTENDING�ABOVE�SIGN�(N)

SP�=�GALVANIZED�STEEL�PIPE�2-3/8"�X�0.095"�WALL�THICKNESS

MS�=�MULTIPLE�MAILBOX�SUPPORT�SEE�ODOT�STD.�DWG.�TM240

���������FOR�SUPPORT�DETAILS

4"�WHITE�LINE,�NON-PROFILED

SHOWN�THUS:�����������������������(SEE�TM500)

8"�WHITE�LINE,�NON-PROFILED

SHOWN�THUS:�����������������������(SEE�TM500,�TM531)

8"�BROKEN�WHITE�LINE,�NON-PROFILED

SHOWN�THUS:�����������������������(SEE�TM500)

NARROW�DOUBLE�NO-PASS,�TWO�4"�YELLOW�LINES,�PROFILED

SHOWN�THUS:�����������������������(SEE�TM500,�TM531,�TM539,�TM561)

STAGGERED�CONTINENTAL�CROSSWALK,�2'�WHITE�BARS�(SEE�TM503)

STOP�BAR,�1'�WHITE�BAR�(SEE�TM503)

LEFT�TU…

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File details come from the government source that posted it. Updated .