Project Plans.pdf
PDF 7 MB Posted
- Solicitation number
- S-C01510-00012592
- Issued by
- Lake County, Oregon
About this file
Project Plans for Goldfish Farm Road Cox Creek Bridge
This document comprises the comprehensive project plans and specifications for the Goldfish Farm Road Cox Creek Bridge replacement project in Linn County, Oregon, prepared by the Linn County Road Department. The project involves the complete replacement of an existing bridge over Cox Creek on Goldfish Farm Road (Bridge No. BR0328-0036, ODOT Bridge No. 24128) with a new 70-foot span precast prestressed concrete box beam bridge, accompanied by extensive roadway improvements on Goldfish Farm Road and Christopher Avenue. The overall project length spans 0.1 miles on Goldfish Farm Road from Station 14+65 to Station 21+34, with Christopher Avenue improvements from Station 0+00 to Station 0+93. Key construction deliverables include installing fourteen 33-inch precast prestressed concrete box beams, constructing two reinforced concrete bents with steel pipe pile foundations, installing bridge approach slabs and wingwalls with riprap scour protection, constructing curbs and gutters, installing 6-foot-wide setback and curbside sidewalks, implementing stormwater management facilities with bioretention swales, installing standard and accessible curb ramps, placing asphalt concrete pavement with aggregate base and wearing course, and establishing landscape strips with street trees and shrubs. The construction contract requires bridge closure with detour signage directing traffic 2.5 miles via Knox Butte Road, while maintaining single-lane access to businesses and residential driveways during construction phases.
The project specifications establish comprehensive technical requirements for all work, including compliance with the 2024 Oregon Standard Specifications for Construction, AASHTO LRFD Bridge Design Specifications, and applicable regulatory permits from the Oregon Department of State Lands, Department of Environmental Quality, Oregon Department of Fish and Wildlife, and U.S. Army Corps of Engineers. Construction activities must incorporate detailed erosion and sediment control measures, including type sediment barriers, inlet protection, floating silt curtains around existing piles during removal, sandbag berms for in-water work, and stormwater facility maintenance throughout construction. In-water work restrictions apply, with a floating silt curtain required to completely surround existing piles except the upstream side during removal. The project includes permanent seeding and vegetation establishment on all disturbed areas except directly beneath the bridge structure, with stormwater facilities incorporating bioretention swales, check dams, native plantings, and water quality filtration mixes. Traffic control measures require water-filled jersey barriers with flashing lights, 48-inch by 30-inch "BRIDGE OUT" signs at both ends of the closure, and portable changeable message signs installed 14 calendar days prior to work commencement. Cost allocation for all materials and labor adheres to prevailing wage requirements, with liquidated damages established at $1,270 per calendar day to incentivize timely project completion.
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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
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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
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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
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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
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���������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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