HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/3/2022SOUTH A STREET -PUBLIC IMPROVEMENTS
TAX MAP AND LOTS 17-0335-31-13500 & 13600
SPRINGFIELD, OREGON
GENERAL NOTES
1. SURVEY PROVIDED BY KPFF, DATED 22 OCTOBER 2020. ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD
VERTICAL DATUM ESTABLISHED PER BENCH MARK NO. 277 LOCATED IN 3-1/2 INCH U.S. COAST AND GEODETIC
SURVEY BRASS DISK IN CONCRETE, SURROUNDED BY A STONE MOUND AND MARKED WITH A T -POST, 38 FEET
NORTH OF RAILROAD TRACK WITH AN ELEVATION OF 462.79 (NAVD88).
2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL
SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND
ELEVATIONS, AS SHOWN, ON THE PLANS.
3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO
BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C1.0 FOR PROJECT CONTROL INFORMATION.
4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON
THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT.
5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER
COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY
DISCREPANCIES.
6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS.
PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION
LAYOUT.
7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE
REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS
SHALL BE REESTABLISHED BY A LICENSED SURVEYOR.
8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND
THE APPLICABLE REQUIREMENTS OF THE SPECIFICATIONS FOR CONSTRUCTION, THE 2017 OREGON PLUMBING
SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF EUGENE.
9. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING
AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR
PRIOR TO COMMENCING CONSTRUCTION.
10. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY
NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU
MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE
OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT
COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY
HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY
BE ACCURATELY LOCATED.
11. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY
AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE, CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE
SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION
AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS
PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS.
12. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL
O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK.
13. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR
SHALL ADHERE TO CITY OF SPRINGFIELD FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES
SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS
AND TO ENSURE THAT SEDIMENT AND SEDIMEN
14. T LADEN WATER DO NOT LEAVE THE SITE.
15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF
CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED.
16. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR
SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO
COMMENCING CONSTRUCTION.
17. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO ALL CAMPUS BUILDINGS AT ALL TIMES DURING
CONSTRUCTION. IF UTILITY OUTAGES ARE NECESSARY, OBTAIN WRITTEN PERMISSION FROM THE OWNER
WITHIN 72 HOURS PRIOR TO OUTAGE.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE
OWNER.
19. NOTIFY CITY OF SPRINGFIELD INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION
MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY OF SPRINGFIELD
REPRESENTATIVE SHALL BE REQUIRED.
NOTICE TO EXCAVATORS:
ATTENTION: OREGON LAW REQUIRES YOU TO
FOLLOW RULES ADOPTED BY THE OREGON
UTILITY NOTIFICATION CENTER. THOSE
RULES ARE SET FORTH IN OAR 952-001-0010
THROUGH OAR 952-001-0090. YOU MAY
OBTAIN COPIES OF THE RULES BY CALLING
THE CENTER.
(NOTE: THE TELEPHONE NUMBER FOR THE
OREGON UTILITY NOTIFICATION CENTER IS
(503)-232-1987).
POTENTIAL UNDERGROUND FACILITY OWNERS
Call before you dig.
or 800-332-2344
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CONSTRUCTION NOTES
GENERAL
1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED.
2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING.
DEMOLITION
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS
AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS.
2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED
MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY.
3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT
SITE AS DIRECTED BY THE OWNER.
4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING
THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER.
5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION
JOINT.
6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT.
UTILITIES
1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO
FINISHED GRADE.
2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC.,
ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF
CONFLICT OCCURS.
3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR
ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.
4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD
MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER.
5. ALL WORK TO CONFORM TO THE 2017 OREGON PLUMBING SPECIALTY CODE
STORM AND SANITARY
1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2018 OREGON STANDARD
SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES".
2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE
AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE
AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER.
3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED
OTHERWISE IN THE PLANS.
4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE'WYEBRANCH TYPE.
WATER
1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36 -INCH COVER TO THE FINISH GRADE.
2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL.
3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT
REGULATIONS, CHAPTER 333.
EARTHWORKS
1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE
SYSTEM.
2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT
SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES
WITH WATER WILL NOT BE PERMITTED.
CONDITIONS OF APPROVAL PER CRITERIA OF SUBDIVISION TENTATIVE APPROVAL
1. CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION DURING INITIAL SITE PREPARATION AND
FINAL CONSTRUCTION. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP
MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS.
2. CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS,
PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER
RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING
MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL
CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT.
3. PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE (SUCH AS
CONSTRUCTION EQUIPMENT AND MACHINERY) FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR
FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT
PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.
4. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
SEPARATION STATEMENT
ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER
MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF
PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND
SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL
OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO
MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE
TRENCH 18" INCHES ABOVE THE SEWER.
VICINITY MAP
SCALE: NTS
PROJECT DIRECTORY SHEET INDEX
OWNER/APPLICANT
KAROTKO, LLC
4258 FRANKLIN BOULEVARD
EUGENE, OREGON 97403
(541)
CONTACT: MIKE KARATKO
PLANNER/LANDSCAPE ARCHITECT
SATRE GROUP
PLANNERS, LANDSCAPE ARCHITECTS
& ENVIRONMENTAL SPECIALISTS
375 WEST 4TH AVENUE, SUITE 201
EUGENE, OREGON 97401
(541)686-4540
CONTACT: RICK SATRE, AICP, ASLA, CSI
rick@schirmersatre.com
CIVIL ENGINEER
KPFF
800 WILLAMETTE STREET
SUITE 400
EUGENE, OREGON 97401
(541) 684-4902
CONTACT: MATT KEENAN
matt.keenan@kpff.com
SURVEYOR
KPFF
800 WILLAMETTE STREET
SUITE 400
EUGENE, OREGON 97401
(541) 684-4902
CONTACT: TROY TETSUKA,PLS
troy.tetsuka@kpff.com
Sheet Number
Sheet Title
C0.1
COVER SHEET
C0.2
CITY OF SPRINGFIELD PLAN NOTES
C1.0
EXISTING CONDITIONS
C2.0
DEMOLITION PLAN
C3.0
OVERALL SITE LAYOUT AND PAVING PLAN
C2.1
DEMOLITION PLAN
C3.1
SITE LAYOUT AND PAVING PLAN
C3.2
SITE LAYOUT AND PAVING PLAN
C4.1
SITE GRADING PLAN
C4.2
SITE GRADING PLAN
C4.3
CURB RAMP DETAILS
C5.1
SITE UTILITY PLAN
C5.2
SITE UTILITY PLAN
C5.3
UTILITY PROFILES
C6.0
DETAILS
G6.1
DETAILS
C6.2
DETAILS
C6.3
DETAILS
C7.0
EROSION CONTROL COVER SHEET
C7.1
CLEARING DEMOLITION AND MASS EXCAVATION ESCP
C7.2
CLEARING DEMOLITION AND MASS EXCAVATION ESCP
C7.3
FINAL STABILIZATION ESCP
C7.4
FINAL STABILIZATION ESCP
C7.5
EROSION AND SEDIMENT CONTROL DETAILS
L1.0
LANDSCAPE PLAN
E0.1
SITE LIGHTING CALCULATIONS / NOTES
E1.0
SITE LIGHTING PLAN
E2.0
SITE LIGHTING FOOTCANDLE PLAN - SOUTH SIDE OF A
STREET ONLY
E2.1
SITE LIGHTING FOOTCANDLE PLAN INCLUDING NORTH
SIDE OF A STREET
lqff
800 Willamette Street, Suite 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
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IXPIMMN DAIS: 06/30/23
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
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CHECKED BY:
MK
PLOT DATE:
11/2/22 3:44pm
PLOTTED BY:
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DWG NAME:
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TAB NAME:
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ABBREVIATIONS
AC
ASPHALT CONCRETE
AD
AREA DRAIN
APPROX
APPROXIMATE
B
BOLLARD
BLDG
BUILDING
BOW
BACK OF WALK
BS
BOTTOM OF STAIR
BW
BOTTOM OF WALL
CB
CATCH BASIN
CO
CLEANOUT
CONIC.
CONCRETE
COTG
CLEANOUT TO GRADE
CP
CONTROLPOINT
A
DELTA
DIA.,O
DIAMETER
E
EASTING
EXISTJEX
EXISTING
FF
FINISH FLOOR ELEVATION
FG
FINISH GRADE
GB
GRADE BREAK
GL
GAS LINE
GV
GATE VALVE
H
HEIGHT
HCP
HANDICAP PARKING SPACE
HP
HIGH POINT
ID
INSIDE DIAMETER
IE
INVERT ELEVATION
INV
INVERT
IRR.
IRRIGATION
LP
LIGHT POLE
LTE
LANE TRANSIT EASEMENT
MH
MANHOLE
MIN
MINIMUM
N
NORTHING
O.D
OUTSIDE DIAMETER
OVH/OH
OVERHEAD
P/L
PROPERTY LINE
PC
POINT OF CURVATURE
P.A.E.
PUBLIC ACCESS EASEMENT
PCC
POINT OF COMPOUND CURVATURE
PCR
POINT OF CURB RETURN
PED
PEDESTRIAN
POC
POINT ON CURVE
PP
POWER POLE
PRC
POINT OF REVERSE CURVATURE
PT
POINTOFTANGENT
P.U.E
PUBLIC UTILITY EASEMENT
PVC
POLYVINYL CHLORIDE
PVMT
PAVEMENT
PVT
PRIVATE
R
RIM
RD
ROOF DRAIN
R.O.W
RIGHT-OF-WAY
S
SLOPE (FVFT)
SO
STORM DRAIN
SDMH
STORM DRAIN MANHOLE
SHT
SHEET
SS
SANITARYSEWER
SSMH
SANITARY SEWER MANHOLE
ST
STREET
S.A.E.
SHARED ACCESS EASEMENT
STA
STATION
STD
STANDARD
S/W
SIDEWALK
TC
TOP OF CURB
TD
TRENCH DRAIN
TO
TOP OF GROUND
TP
TOP OF PAVEMENT
TS
TOP OF STAIR
TW
TOP OF WALL
°�
TOP OF WALK
TYP
TYPICAL
UG
UNDERGROUND
UGE
UNDERGROUND ELECTRIC
W
WATER
W/
WITH
WCR
WHEEL CHAIR RAMP
WM
WATER METER
WV
WATER VALVE
GENERAL CONSTRUCTION NOTES (SPRINGFIELD ENGINEERING DIVISION)
A. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET CITY
OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS "STANDARD CONSTRUCTION SPECIFICATIONS, 1994" AS AMENDED
IN 1998 (OR CURRENT ADDITION), IN ADDITION TO THESE PLANS.
B. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION
CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. THE CONTRACTOR MAY
OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY
NOTIFICATION CENTER IS (800) 332-2344.
C. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES A T LEAST 48
HOURS PRIOR TO EXCAVATING OR "POTHOLING". THE "ONE -CALL" NUMBER (800) 332-2344
D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES ON THE TIMING OF
INSTALLATION OF THEIR FACILITIES.
E. SPRINGFIELD CODE 10.2.1 REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE
AT&T CABLE INSTALLATION.
F. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD
THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC
CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL
CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD),
CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE
PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK, "SIGNING AND FLAGGING STANDARDS
FOR SHORT-TERM WORK ZONES', CURRENT EDITION. THE ENGINEER SHALL BE RESPONSIBLE FOR ANY REQUIRED
TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN A T
THE PRE -CONSTRUCTION CONFERENCE FOR CITY REVIEW AND APPROVAL.
G. ALL SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES (PIPE, CATCH BASINS,
ANHOLES, ETC.) SHALL BE INSPECTED BY THE CONTRACTOR AND THE CITY'S PUBLIC WORKS MAINTENANCE
DEPARTMENT PRIOR TO Section II - DRAFTING STANDARDS 9 -4 EDSP 2002 HOOKING UP TO THEM. CONTACT KEITH
MIYATA (726-3615) OR RON SATHER (726-2240) NO LESS THAN 48 HOURS PRIOR TO DESIRED INSPECTION TIME.
H. BEFORE BACK -FILLING THE END OF A MAINLINE PIPE. NOT ENDING ATA MANHOLE OR A CLEAN OUT, THE
CONTRACTOR SHALL PERFORM THE TV INSPECTION AS REQUIRED BY THE STANDARD SPECIFICATIONS AND ALLOW
THE CONSULTING ENGINEER TO DETERMINE THE EXACT LOCATION AND ELEVATION OF THE END OF THE PIPE.
I. WHERE CONNECTING TO AN EXISTING PIPE. THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND
ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION, CONDITION, AND POSITIVE FLOW BEFORE
LAYING ANY NEW PIPE ON THAT SYSTEM.
J. THE SEWER GRADE SHALL BE PER THE PLANS SPECIFICATIONS AND WITH THE MINIMUM COVER AS SHOWN ON THE
PLANS
K. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE SEWER AFTER ALL BACKFILL AND BEFORE THE
FINAL LIFT OF ASPHALT PAVING. THE CONTRACTOR SHALL SUPPLY THE CITY WITH A WRITTEN T.V. REPORT AND VIDEO
TAPE FOR CITY APPROVAL AT LEAST 2 WORKING DAYS BEFORE THE PRE -PAVING MEETING.
we] YICT_GiUI[iGb341.14Bill l:_\9:7 91\911[eIK]i!Ia47 [IEel *FIC(011k;3:2[01-.]itNl;7ANIIlewolli!UdiEll IIra 10N;jXHto] A
M. ALL JOINTS BETWEEN EXISTING and NEW ASPHALT PAVING SHALL BE SEALED WITH POLYMERIZED ASPHALT AND
SANDED TO PREVENT PICK UP.
N. COMPACTION REQUIREMENTS:
LAYER RATE TEST
SUBGRADE 95% T99
CRUSHED ROCK 95%7180
CRUSHED ROCK BACKFILL ON UTILITY TRENCHES IN ROW 95%T180
ASPHALT (LOCAL) 90% RICE
ASPHALT (COLLECTOR/ARTERIAL) 92% RICE
0. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI):
CONCRETE USE FIELD LABORATORY
SIDEWALK/ADA RAMPS 3000 3450
CURBS/GUTTERS 3500 4025
DRIVEWAYS 35004025
PAVEMENT 40004600
P. THIS PROJECT SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS SUCH AS INCORPORATION
OF DESIGN CRITERIA FOR HANDICAP RAMPS, MAXIMUM PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS,
UPGRADING EXISTING HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION IS OCCURRING, AND BUILDING
WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR LANDSCAPING AROUND MAILBOXES.
Q. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDICTIONS
SUCH AS LANE COUNTY, OREGON DEPARTMENT OF TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE
ARMY CORPS OF ENGINEERS, OR THE DEPARTMENT OF ENVIRONMENTAL QUALITY.
R. ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WILL BE BOUND BY THE CURRENT
REQUIREMENTS OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE, PLUMBING SPECIALTY CODE, AND/OR
CITY OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO OBTAIN
APPLICABLE PERMITS FROM OTHER CITY DEPARTMENT PRIOR TO DOING PRIVATE WORK. Section II - DRAFTING
STANDARDS 9 - 5 EDSP 2002
800 Willamette Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
w ,koR.com
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56481 'A r
DIGITALLY SIGNED 2022.08.15
13:22:12-07'00'
OREGON
. Q•re� z'
m -1000
9
IF EXPIRATION DATE: 06/30/23
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE:
8/15/22 2:22pm
PLOTTED BY:
jbamit
DWG NAME:
18VWAICDlER51EEr*
TAB NAME:
CO2
S. EARTHWORK OUTSIDE THE RIGHT OF WAY AND PUBLIC EASEMENTS IN EXCESS OF 50 CUBIC YARDS REQUIRES A
LAND AND DRAINAGE ALTERATION PERMIT (LDAP)
T. STREET TREES SHALL BE SELECTED FROM THE APPROVED LIST OF STREET TREES IN THE SPRINGFIELD
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DEVELOPMENT CODE. ONLY STREET TREES WITH A MINIMUM TRUCK CALIPER OF 2 IN. MEASURED 6" ABOVE THE ROOT
Z
STEM SHALL BE SELECTED FOR PLANTING.
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U. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED BEFORE START OF CONSTRUCTION. ALL UTILITIES,
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CONTRACTORS and CITY REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST 5
7
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WORKING DAYS PRIOR TO THE PRE CONSTRUCTION CONFERENCE.
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V. THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT SHOWN HEREIN BUT
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NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT.
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W. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY PRIOR TO
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IMPLEMENTATION.
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X. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE STANDARD SPECIFICATION TO
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THE CITY FOR APPROVAL PRIOR TO BEGINNING WORK.
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Y. CONTRACTOR SHALL BE AWARE IF PAVING IS NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER 15TH,
WET WEATHER PROVISIONS INCLUDED ADDITIONAL ROCK SUBSTRUCTURE AND GEOTEXTILE FABRIC SHALL USED.
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REFER TO STANDARD SPECIFICATION SECTION 301.1.01 AND THE TYPICAL CROSS SECTIONS CONTAINED
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NOTES:
1.) VERTICAL DATUM: CITY OF SPRINGFIELD
BENCHMARK: 3-1/2 INCH U.S. COAST AND GEODETIC SURVEY BRASS DISK IN CONCRETE, SURROUNDED BY A STONE
MOUND AND MARKED WITH AT -POST, 38 FEET NORTH OF RAILROAD TRACK.
BENCHMARK NO. 277 ELEVATION =462.79'
2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM(OCRS), EUGENE ZONE.
THE RESULTANT BEARING BETWEEN CONTROL POINTS I AND 2 I SOUTH 88'11'27" EAST.
3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO. 0300160 BY CASCADE TITLE
COMPANY, EFFECTIVE DATE DECEMBER 4, 2017.
4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS& REFERENCE MAPS MADE AVAILABLE
BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY
LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION.
LEGEND:
SANITARY TABLE:
Ol
BUILDING OUTLINE WITH DOOR
.-- ,. .. --. ::-*
CONCRETE SURFACE
;u
ASPHALT SURFACE
:.,�.,.::. >; ,.'.. .... ::......: ........:.
GRAVEL SURFACE
'S5.
WALL
2
RIM = 463.12'
107593.84
BUILDING OVERHANG
ss
CURB LINE
1-1/811 BRASS CAP"KPFF CONTROL"
- - - - -
EDGE OF ASPHALT
SANITARY MANHOLE
RIGHT-OF-WAY LINE
RIM = 462.11'
- - - - -
EASEMENT LINE
STORM TABLE:
LOT LINE
1-1/8" BRASS CAP"KPFF CONTROL"
OCATCH
PROPERTY LINE
16
CHAIN LINK FENCE
RIM = 460.55'
FULL OF SEDIMENT
FENCE
0WOOD
SD
STORM LINE
Ss
SANITARY SEWER LINE
W
WATERLINE
RIM = 459.63'
OVERHEAD UTILITY LINES
OHU
4
SIGN
moo-
DOUBLE POST SIGN
D/W
DRIVEWAY ENTRY
HCR
HANDICAPRAMP
IE 81' IN(SW)=459.14'
GUY ANCHOR
fY
POWER POLE
IE 30"IN(E)=456.34'
OVERHEAD LIGHT
IE6"OUT (W)=460.17'
POWER POLE/OVERHEAD LIGHT
IE 30" OUT (W) = 456.34'
SANITARY MANHOLE WITH STRUCTURE
O3
CATCH BASIN
STORM MANHOLE WITH STRUCTURE
CATCH BASIN
RIM =462.00'
RIM = 462.94'
®
CURBINLET
m
CATCH BASIN
O1 Ol
SANITARY/STORM STRUCTURE#
TRO
TELECOMMUNICATIONS RISER
DJJLGL
WATER VALVE
qp
FIRE HYDRANT
W 0
WATER METER
0 H
HOSE BIB
ABANDONED
DECIDUOUSTREE -PERIMETER
IE6"OUT (5)=459.34'
REPRESENTS DRIPLINE
RIM =462.66'
FOUND MONUMENT
A#1
PROJECT CONTROL POI NT
A
BENCHMARK
SANITARY TABLE:
Ol
SANITARY MANHOLE
NORTHING
RIM = 463.42'
;u
IE 18" IN (E)=452.02'
5/8" IR W/ RED PLASTIC CAP"KPFF CONTROL"
.. .�.
'S5.
SANITARY MANHOLE
2
RIM = 463.12'
107593.84
IE (CAPPED) 8" IN (S) = 452.44'
ss
IE 18" IN (E) = 451.52'
1-1/811 BRASS CAP"KPFF CONTROL"
IE 18" OUT (W) =451.52'
O3
SANITARY MANHOLE
4
RIM = 462.11'
107698.87
-.ss ..
STORM TABLE:
IE 18" IN (E)=450.66'
1-1/8" BRASS CAP"KPFF CONTROL"
OCATCH
BASIN
16
CATCH BASIN
RIM = 460.55'
FULL OF SEDIMENT
IE (CAPPED)10" IN (S) =450.65'
FULL OF SEDIMENT
IE 18" IN (E)=449.95'
RIM=462.33'
IE 18" OUT (W) = 449.95'
RIM =462.37' -
MANHOLE
OI RT=460.64'
RIM = 459.63'
DIRT=461.64'
OSTORM
MANHOLE17
IE 18" IN (E)=449.44'
CATCH BASIN
IE 18" OUT (W) = 449.44'
RIM =462.54'
MANHOLE
RIM=461.67'
RIM = 464.39'
IE 81' IN(SW)=459.14'
IE 60" IN (E) = 450.64'
IE6'IN(E)=460.17'
IE 60" OUT (W) = 450.54'
IE 30"IN(E)=456.34'
SANITARY MANHOLE
IE6"OUT (W)=460.17'
RIM = 463.44'
IE 30" OUT (W) = 456.34'
IE 60" IN (E) = 450.44'
O3
CATCH BASIN
18
CATCH BASIN
RIM =462.00'
RIM = 462.94'
FULL OF SEDIMENT
IE 60' IN (E) = 450.23'
IE6"IN(E)=459.42'
IE 60' OUT (W) = 450.02'
RIM 462.18'
SANITARY MANHOLE
IE 6" OUT (W) = 459.25'
RIM = 462.00'
DIRT 460.78'
19
CATCH BASIN
O
STORM MANHOLE
RIM=460.96'
ABANDONED
IE6"OUT (5)=459.34'
RIM =462.66'
20
CATCH BASIN
O
STORM MANHOLE
D
FULL OF SEDIMENT
ABANDONED
O
RIM=461.21'
RIM=462.59'
DIRT=460.73'
OCATCH
BASIN
IS
CATCH BASIN
FULL OF SEDIMENT
FULL OF SEDIMENT
RIM 461.79'
RIM=461.83'
DIRT 460.69P
DIRT=461.60'
OCATCH
BASIN22
STORM MANHOLE
FULL OF SEDIMENT
RIM=461.35'
RIM 461.70'
IE 2411IN(E)=457.39'
DIRT=46D.72'
IE 15"OUT (W)=457.39'
OSTORM
MANHOLE
23
STORM MANHOLE
RIM=461.83'
RIM=460.56'
IE8"IN ISE) =458.88'
IE 15"IN(E)=457.21'
IE 30"IN(E)=455.64'
IE 15" OUT IN) =457.21'
IE 30" OUT (W) = 455.63'
24
STORM MANHOLE
O9
STORM MANHOLE
RIM =IN(S)='
ABANDONED
IE 15"IN(N
RIM =461.45'
)=4559'
IE 24"INT(SW)55.40'
BOTTOM OF STRUCTURE =458.23'
IE 2411 OUT (SW)=455.40'
30
CATCH BASIN25
CATCH BASIN
FULL OF SEDIMENT
FULL OF SEDIMENT
RIM 460.72-
RIM=460.30'
DIRT 459.77p
DIRT=459.59'
11
CATCH BASIN
26
CATCH BASIN W/FLOW CONTROL
RIM =459.15'
RIM =461.20'
IE 24"OUT (E)=456.37'
WATER LEVEL = 459.37'
BOTTOM OF STRUCTURE =457.65'
12
CATCH BASIN
RIM=459.21'
27
STORM MANHOLE
IE 24"OUT (W)=455.86'
RIM=460.99'
IE6"IN(E)=457.49'
13
STORM MANHOLE
IE8'IN(N)=458.01'
RIM=459.70'
IE8"OUT (W)=457.39'
IE 34"IN(E)=455.54'
IE 24" IN (W)=455.70'
28
CATCH BASIN W/FLOW CONTROL
IE 24"OUT (S)=455.52'
RIM =460.79'
WATER LEVEL = 459.09'
14
STORM MANHOLE
MAN
BOTTOM OF STRUCTURE =457.41'
RIM =4
IE 30" IN (E)=455.00'
29
CATCH BASIN
IE 24"IN(N)=455.31'
FULL OF SEDIMENT
IE 30"OUT (W)=454.80'
RIM=459.66'
DIRT=457.41'
15
STORM MANHOLE
RIM=460.92'
30
CATCH BASIN
IE 12"IN(S)=456.52'
UNABLE TO OPEN
IE 30"IN(E)=454.44'
SWALE FLOWS INTO SOUTH SIDE OF STRUCTURE
IE 30"OUT (W)=454.24'
RIM=459.98'
31
CURBINLET
UNABLE TO OPEN
RIM = 459.48'
FLOWLINE = 458.62'
SANITARY TABLE:
Ol
SANITARY MANHOLE
NORTHING
RIM = 463.42'
;u
IE 18" IN (E)=452.02'
5/8" IR W/ RED PLASTIC CAP"KPFF CONTROL"
.. .�.
'S5.
SANITARY TABLE:
Ol
SANITARY MANHOLE
NORTHING
RIM = 463.42'
ELEVATION
IE 18" IN (E)=452.02'
5/8" IR W/ RED PLASTIC CAP"KPFF CONTROL"
IE 18" OUT (W) = 452.02'
O2
SANITARY MANHOLE
2
RIM = 463.12'
107593.84
IE (CAPPED) 8" IN (S) = 452.44'
461.27-
IE 18" IN (E) = 451.52'
1-1/811 BRASS CAP"KPFF CONTROL"
IE 18" OUT (W) =451.52'
O3
SANITARY MANHOLE
4
RIM = 462.11'
107698.87
IE (CAPPED) 6" IN (S) =452.44'
461.99'
IE 18" IN (E)=450.66'
1-1/8" BRASS CAP"KPFF CONTROL"
IE 18" OUT (W) = 450.66'
1 4
SANITARY MANHOLE
r
RIM = 460.55'
IE (CAPPED)10" IN (S) =450.65'
o
IE 18" IN (E)=449.95'
IE 18" OUT (W) = 449.95'
OSANITARY
MANHOLE
U
RIM = 459.63'
IE 10" IN (S) = 450.31'
Z
IE 18" IN (E)=449.44'
N
IE 18" OUT (W) = 449.44'
OSANITARY
MANHOLE
Q �
RIM = 464.39'
0
IE 60" IN (E) = 450.64'
w
IE 60" OUT (W) = 450.54'
O7
SANITARY MANHOLE
NU
RIM = 463.44'
O
IE 60" IN (E) = 450.44'
IE 60" OUT (W) = 450.33'
OS
SANITARY MANHOLE
RIM = 462.94'
D
IE 60' IN (E) = 450.23'
H
IE 60' OUT (W) = 450.02'
O9
SANITARY MANHOLE
RIM = 462.00'
IE 60" IN (E) = 449.05'
IE 60" OUT (W) = 448.94'
p u
o J
462
463 a
3 �
0
art"SD
® 462
/ i.
PROJECT CONTROL:
STATION
DESCRIPTION
NORTHING
EASTING
ELEVATION
1
5/8" IR W/ RED PLASTIC CAP"KPFF CONTROL"
107576.91
203413.08
461.48'
2
5/811 IF W/ RED PLASTIC CAP"KPFF CONTROL"
107593.84
202876.83
461.27-
3
1-1/811 BRASS CAP"KPFF CONTROL"
107801.26
203080.97
460.82'
4
1-1/8" BRASS CAP"KPFF CONTROL"
107698.87
203396.72
461.99'
5
1-1/8" BRASS CAP"KPFF CONTROL"
107646.42
203667.27
462.39'
1q)ff
800 Willamette Street, Suite 400
Eugene, OR 97401
0: 541.664.4902
F: 541 684 4909
ww.kuff...
*EO I PROF 122
4. 56481 9 r
DIGITALLY SIGNED 2022.08.15
13:23:07-07'00'
OREGON
rf�
79
�W M.
EKPIRATON DATE 06/30/23
\
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
8/15/22 223pm
PLOTTED BY:
Jbamlt
DWG NAME:
IWHCI UFNGCCNT. !g
TAB NAME:
C1.0
SCALE 1 IN( H 40 FLFT .
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SHEET N0.
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20 I ; ^ D/W
\ 02 14 LIMIT OF MILLING 11 v, 13 Iz
SD 15 D 50 D = SD SD YJ SO 18 so I X I
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16
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BLANKET TYPE TELECOMMUNICATIONS EASEMENTTO I Ln
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REC. NO. 2013-049553 LLJ
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0 KEY NOTES
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
1
REMOVE EXISTING CURB AND GUTTER.
SHEET LEGEND
11/2/22 3:44pm
PLOTTED BY:
WMDFriS
SHEET NOTES
2
REMOVE EXISTING TREE.
C2.0
W\
o0
/
3
REMOVE EXISTING CONCRETE SIDEWALK. CONCRETE SIDEWALK CUT AND
PROPERTY LINE
,,,,,,,,,,,,,,,,,,,,,,,,,,,, REMOVE
EXISTING CURB AND
1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION.
REMOVAL SHALL BE TO EXISTING PANEL JOINTS.
IIIIIIIII IIIIIIII
DEMOUTION/WORK LIMITS
GUTTER
u
z
2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS
4
REMOVE ROADWAY SIGN.
-----460-----
+����������������������� REMOVE
OR ABANDON UTILITY
REQUIRED IN THE SPECIFICATIONS.
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EXISTING GRADE CONTOUR
LINE IN
PLACE
5
EXISTING FIRE HYDRANT TO BE RELOCATED.
-------461---
0 H
W
O
C
3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE
6
REMOVE EXISTING LIGHTPOLE.
2
CONTRACTOR.
D
7
SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
REMOVE ASPHALT PAVEMENT
TREE PROTECTION
4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE
8
REMOVE EXISTING CONCRETE PAD AROUND EXISTING
\-Y
PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED
STORM DRAIN MANHOLE.
BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION.
9
REMOVE EXISTING CONCRETE APRON.
2" ASPHALT MILLING
-------- SAWCUT
LINE
5. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT
10
RESET TOP OF EXISTING STORM DRAIN MANHOLE.
OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT,
PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS,
11
EXISTING GATE VALVE TO BE RELOCATED.
••
!'
REMOVE CONCRETE PAVEMENT
LIMIT OF
MILLING
CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE
°" • "4 *• '1
RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL
12
REMOVE EXISTING CONCRETE VALLEY PAN
CONDITION UNLESS NOTED OTHERWISE.
13
REMOVE EXISTING UTILITY POLE (BY UTILITY COMPANY)
REMOVE TREE
14
SAWCUT AND REMOVE ASPHALT PAVEMENT (3' FROM CONCRETE GUTTER)
15
CUT, CAP AND ABANDON EXISTING 24" STORM DRAIN PIPE (WOOD STAVE
CULVERT) AT PROPERTY LINE
16
EXISTING TREE TO REMAIN. PROTECT DURING CONSTRUCTION
17
EXISTING SMALL DIAMETER DOMESTIC WATER SERVICE LINE AND METER TO
BE REMOVED OR RELOCATED. COORDINATE WITH OWNER AND SUB.
18
MILL OUT 2" OF EXISTING ASPHALT PAVEMENT
6. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER
FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM
DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
UNDERMINING, WASHOUT AND OTHER HAZARDS.
7. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING
THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF
DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE
CONSTRUCTION ZONE MUST BE KEPT CLEAN.
8. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE
ABANDONED SHALL BE PLUGGED.
9. CLEAR AND GRUB ALL VEGETATION WITHIN THE LIMITS OF WORK
EXCEPT WHERE TREES NOTED TO REMAIN AND WHERE LANDSCAPE
PLANS OR SPECIFICATIONS CALL FOR SALVAGING PLANT MATERIAL
AND TOPSOIL.
lqff
800 Willamette Street, Suite 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
..keR.com
L-0
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LP9
DIGITALLY SIGNED 2022'11'02
159508-07'00'
OREGON
�9r 19 ' P
Th�1Y
M.
IXPIRATKIN DATE: 06/30/23
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
11/2/22 3:44pm
PLOTTED BY:
WMDFriS
DWG NAME:
1900196CY,OEWLITDNPIAV.7wL
TAB NAME:
C2.0
SHEET No.
SCALE 1 INCH - 20 FLPT C2.0
20 0 20 40
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20 0 20 40
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17 L J LI O ILLING
_ 6 LJJ
LIMIT OF MILLING 17
1 1 1. i . 4'' SD
So
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LEVEL COMMUNICATIONS LAN G/ WILTEL 3-0495COMMUNICATIONS LLC ---� - -- —
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3
0 KEY NOTES /
1 REMOVE EXISTING CURB AND GUTTER.
2 REMOVE EXISTING CONCRETE SIDEWALK. CONCRETE SIDEWALK CUT AND
REMOVAL SHALL BE TO EXISTING PANEL JOINTS.
3 REMOVE ROADWAY SIGN.
4 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.
5 REMOVE EXISTING ASPHALT PAVEMENT.
6 EXISTING TREE TO BE REPLACED, REFER TO LANDSCAPE
DRAWINGS FOR ADDITIONAL INFORMATION.
7 REMOVE EXISTING LIGHT POLE
8 REMOVE EXISTING UTILITY POLE.
9 REMOVE EXISTING OVERHEAD UTILITY LINE.
10 SAWCUT AND REMOVE ASHPHALT PAVEMENT (3' FROM CONC. GUTTER)
11 REMOVE EXISTING CONCRETE APRON.
12 PROTECT EXISTING TREE DURING CONSTRUCTION
13 EXISTING DRAIN INLET TO REMAIN.
14 RESET TOP OF EXISTING GATE VALVE TO FINISH GRADE.
15 EXISTING GATE VALVE TO REMAIN.
16 REMOVE STREET LIGHT MOUNTED ON UTILITY POLE.
17 MILL OUT 2" OF EXISTING ASPHALT PAVEMENT
1
_ PUBLIC UTILITY EASEMENT
� \ AT EX. SS (WIDTH VARIES)
SSS —
55 —�— — — _ _ _ — — — _ _ _ / 1
---
__ _s 55 _ --- 55 —___ �_ ---_= -- -J
] --
-- I------------- 5 ss \
SHEET LEGEND
REMOVE TREE
REMOVE EXISTING CURB AND
GUTTER
REMOVE OR ABANDON UTILITY
LINE IN PLACE
TREE PROTECTION X
x.x
-------- SAWCUT LINE
LIMIT OF MILLING
SHEET NOTES
1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION.
2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS
REQUIRED IN THE SPECIFICATIONS.
3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE
CONTRACTOR.
4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE
PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED
BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION.
5. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT
OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT,
PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS,
CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL
CONDITION UNLESS NOTED OTHERWISE.
6. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER
FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM
DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
UNDERMINING, WASHOUT AND OTHER HAZARDS.
7. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING
THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF
DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE
CONSTRUCTION ZONE MUST BE KEPT CLEAN.
8. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE
ABANDONED SHALL BE PLUGGED.
9. CLEAR AND GRUB ALL VEGETATION WITHIN THE LIMITS OF WORK
EXCEPT WHERE TREES NOTED TO REMAIN AND WHERE LANDSCAPE
PLANS OR SPECIFICATIONS CALL FOR SALVAGING PLANT MATERIAL
AND TOPSOIL.
1cpff
800 Willamette Street, Sulte 400
Eugene, OR 97401
O: 541 6S4 4902
F: 541.684.4909
,kroYcom
PROS
INE4
qFv 681
DIGITALLY SIGNED 2022.11.02
76:37:30-07'00'
OREGON
,9T " 'gyp?
EXPIRATIO) E:N 06/30/23
JOB No.:
PROPERTY LINE
® N® ® ® ®
DEMOLITION/WORK LIMITS
DRAWN BY:
EXISTING GRADE CONTOUR
CHECKED BY:
REMOVE ASPHALT PAVEMENT
PLOT DATE:
1112122 3:45pm
PLOTTED BY:
WMorris
DWG NAME:
IWO1W72ODEMOLI1IARANAIIM
TAB NAME:
C2.1
2" ASPHALT MILLING
LUN
N
_
,.
7.,
REMOVE CONCRETE PAVEMENT
e• Pa .a.
o
�Z
REMOVE TREE
REMOVE EXISTING CURB AND
GUTTER
REMOVE OR ABANDON UTILITY
LINE IN PLACE
TREE PROTECTION X
x.x
-------- SAWCUT LINE
LIMIT OF MILLING
SHEET NOTES
1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION.
2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS
REQUIRED IN THE SPECIFICATIONS.
3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE
CONTRACTOR.
4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE
PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED
BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION.
5. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT
OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT,
PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS,
CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL
CONDITION UNLESS NOTED OTHERWISE.
6. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER
FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM
DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
UNDERMINING, WASHOUT AND OTHER HAZARDS.
7. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING
THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF
DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE
CONSTRUCTION ZONE MUST BE KEPT CLEAN.
8. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE
ABANDONED SHALL BE PLUGGED.
9. CLEAR AND GRUB ALL VEGETATION WITHIN THE LIMITS OF WORK
EXCEPT WHERE TREES NOTED TO REMAIN AND WHERE LANDSCAPE
PLANS OR SPECIFICATIONS CALL FOR SALVAGING PLANT MATERIAL
AND TOPSOIL.
1cpff
800 Willamette Street, Sulte 400
Eugene, OR 97401
O: 541 6S4 4902
F: 541.684.4909
,kroYcom
PROS
INE4
qFv 681
DIGITALLY SIGNED 2022.11.02
76:37:30-07'00'
OREGON
,9T " 'gyp?
EXPIRATIO) E:N 06/30/23
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
1112122 3:45pm
PLOTTED BY:
WMorris
DWG NAME:
IWO1W72ODEMOLI1IARANAIIM
TAB NAME:
C2.1
SHEET NO.
SCALE 1 INCH = 20 FEET C2.1
20 0 20 40
c/1
I—
W
12
LUN
N
_
o
�Z
Z
mgo
O
LY
" LL
G
�o
J
W
C H
O
Li l
Lu
z
<
C
O
Q
G
Q
H
D
0
SHEET NO.
SCALE 1 INCH = 20 FEET C2.1
20 0 20 40
W/ 11/8" BRAS'.
"KPFF
N 02°08'56" W,
8
11 OF �:i �
2S.03
]'LTE _-�
I �\ u'exzPzuj 44 _
13h
SSTH A
C
/ 33.00` 7 64,53' 1 1 H
T ]9ro2'S6^°E 1 1 1 3 1 °° W
la v.ue 2]
PEN
( p 1T03.�.,v1A'1�1 „ (// / / / �I �� I 2 a I 247.]3' .,SOUTHASTRE ®. 5 x 6
tW *NDI / :3 I / • — I ED'S.AE. \ 1 ]'LT.F,� =W_ '�_ _ 879roz's2"E 88x.28• ET =
SP,101 / N / LOTI a yI1 ltl P.u.E. 0",
O
NM
AREA =40, WS0, 8.(0.918 ACRES) .mN.l I /.*use _� QI
00 / ; w
/N z�wxi..zo"e I LOT 1 I
1 AREA= 33,696 SQ. FE.(0.773 ACRES) �w '.,_ je;",. S•• •�••1 ?
F / z
/ \ �//�y 1 � 1]789' ��1: i�: titititi•'•:1
z V / 8p 33 00 a _ °°, 879b2.82"681.09' 3 1y;:, j ;:<L':':''•:'?••j,-_-
eLwulrvPFi,«wumurvaloNS,gs,MFx••o 3' "PM` 10'v.U.E.J •• v
I m LOTS I �I 3
J _
u.z,zz mM xzcx°.zo„ww, AREA=34,09]SQ. B.(0.]82A RES) I � .i 1 �^+% SOUTH
J0 A'SAE O'V.U.E. X36' ASTREET
wu,aarzvo � I � 2 I � ROW M1.0 'S 90'82'92^6
w I 19 6698•
It
® JII I I r I 'I I s 500°I4'A2x 36.18'
11 .z 55.67
LEE
a ]' LT. 5,
I • 0o
A"` g AREA=39,200 Q. FT 00 ACRES) 1 1 1'� 33.00` �I
1]0.5], -I 30_04_ r 30.04' ` _ - \ J— ° E I N 00°14 2 lD P.u¢. RI
S 87°41'W" W 230.65' MAG NAIL W/T - \ I IL�
2 J 44.86' S E 1
W/ILLEGIBLE � ILLEGIBLE SHINER ��- � m °i IroMPE1FP� _ 5a F' I
YELLOW PLASTIC CAP - _ J :-1 N„„",.m. EI L.1 - 589°45'08"E '
/ O", 30 ^' 45'08oa23 39.76-
S 25°24'44' W, 0.37 - � ® I I � L— "°°° `•" O.Yd 1
8 Sz^ 3 I— m l1 1
3p169 I W 387,u �0.3q' I m til
LOT S 54.8 o
AREA=36,676.10.842 ACRES) ml LOT I
• 1 ° [�.,�"'`AREA =20,491 SQ. 8. (0.470 ACRES) 1
30.92' IL11- -MM rvxi Eo m�:�`r".:ioo,,,,
I 1 I
N 00°23'14" E 40.00' I � / F
^_
W/ILLEGIBLE 1 I I
�£lb9 tlhfli6i} Sd I P.U.E. r unnruwm.exr I 5/8" IRON I
_ 1 .�miix..•s N 87°46'14" W 307.16' 1 ROD
N79ror9 W X3.49• �S. �s 79.34_
75.38'
105.46'
® N ]9°p2.82 W 40Ap
W/ ILLEGIBLE
YELLOW PLASTIC CAP
KEY NOTES
1 ASPHALT DRIVEWAY
2 CONCRETE CURB
3 ACCESSIBLE CURB RAMP
4 CONCRETE SIDEWALK
5 ASPHALT PAVEMENT
6 2' ASPHALT PAVEMENT MILL AND OVERLAY
LEGEND
+ + + + + + + +
m
ABBREVIATIONS
D
BEGIN POINT
ASPHALT PAVEMENT
E
EASTING
CHECKED BY:
MK
LT
LEFT
PLOTTED BY:
WMorriB
N
NORTHING
TAB NAME:
CONCRETE PAVEMENT
PC
POINT OF
CURVATURE
PCC
O
COMPOUND CURVE
PRC
POINT OF
REVERSE CURVE
CONCRETE SIDEWALK
PT
POINT OF
TANGENT
R
RADIUS
D
RIGHT
2m ASPHALT MILL AND OVERLAY
+ + + + + + + +
m
ABBREVIATIONS
LIGHT FIXTURE
p169%
?I 1003 -
SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED.
6
381
q8
Yp
SCALE 1 INCH — 40 FEET
40 0 40 80
800 Willamette Street, SuRe 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
www.ke/fcnm
c1�4'�EG PN eFFsMr
56481 P9
DIGITALLY SIGNED 2022.11.02
16:28:40.0700'
OREGON
IF
M.
IXPIRATON DATE: 06/30/23
JOB No.:
BP
BEGIN POINT
ASPHALT PAVEMENT
E
EASTING
CHECKED BY:
MK
LT
LEFT
PLOTTED BY:
WMorriB
N
NORTHING
TAB NAME:
CONCRETE PAVEMENT
PC
POINT OF
CURVATURE
PCC
POINT OF
COMPOUND CURVE
PRC
POINT OF
REVERSE CURVE
CONCRETE SIDEWALK
PT
POINT OF
TANGENT
R
RADIUS
RT
RIGHT
2m ASPHALT MILL AND OVERLAY
LIGHT FIXTURE
p169%
?I 1003 -
SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED.
6
381
q8
Yp
SCALE 1 INCH — 40 FEET
40 0 40 80
800 Willamette Street, SuRe 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
www.ke/fcnm
c1�4'�EG PN eFFsMr
56481 P9
DIGITALLY SIGNED 2022.11.02
16:28:40.0700'
OREGON
IF
M.
IXPIRATON DATE: 06/30/23
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
11/2/22 3:45pm
PLOTTED BY:
WMorriB
DWG NAME:
IMS1EUYf ADRI11GUAh;
TAB NAME:
C3.0
Ln
F—
Z
LCCL
LL O ::) Z
N / O
00
O
dd
CC o
O L M Z J
0
W LLJ C7
m o z
U)>
L N IS
IS
O Oz J
I -I -IC N J
W Z
O L~/) 11� z
0
O
L/7
SHEET N0.
C3.0
i
-------------------------- 7 1' 1-- -
r�
I
KEY NOTES
1
CONCRETE SIDEWALK
fi 1
H
3
2
CONCRETE CURB AND GUTTER
6.1$
LU
$
3
STANDARD CONCRETE CURB PER ODOT DETAIL RD -700
6.0
LU
o0
4
CURB ENDING PER ODOT DETAIL RD -700
W
N
N
O
5
ACCESSIBLE CURB RAMP
6.0
ZZ
6
ASPHALT PAVEMENT
M Z
7
PAVEMENT PATCH
6.2
8
BICYCLE LANE STRIPES
9
LIGHT FIXTURE. REFER TO ELECTRICAL DWGS. FOR 6
^
L
W
�
LL
ADDITIONAL INFORMATION. 6.
10
INSTALL "STOP" AND "STREET NAME" SIGNS
2
6.3 6.3
11
12" WHITE STOP BAR
w
0 y
2
12
DIRECTIONAL ARROWS
13
ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE
ur)
14
PRIVATE SANITARY MANHOLE. REFER TO SITE UTILITY PLAN
Z 3
x
FOR ADDITIONAL INFORMATION.
15 PUBLIC ACCESS EASEMENT
16 INSTALL "ONE WAY" SIGN PER MUTCD R6-1.
17 EXISTING "STOP", ""STREET NAME" AND "ONE WAY" SIGNS TO REMAIN.
18 MILL OUT 2" OF EXISTING PAVEMENT AND INTALL ASPHALT PAVEMENT TO MATCH
EXISTING GRADES,
ASPHALT PAVEMENT
UZ�7. [H:i � 1 Y91 �7 Ah7d A 9
MILL AND INSTALL 2"ASPHALT SURFACE
LIGHT FIXTURE
----------- SAWCUT
F-
LU
III
\
\
\
ABBREVIATIONS
SHEET NOTES
BP BEGIN POINT
E FASTING 1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED.
LT LEFT 2. ALL UTILITY TRENCHES IN THE TRAFFIC LANES, INCLUDING THE BIKE
N NORTHING LANES AND CURBS, MUST HAVE THE TOP 2' FILLED WITH CDF. SEE
PC POINT OF CURVATURE DETAIL 1 ON SHEET C6.2
PCC POINT OF COMPOUND CURVE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
R RADIUS
RT RIGHT
M
LU
W
N
LU
W
J) I
L1J
Z
J
U
Q
N
800 Willamette Street, Suite 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
..k°fi:com
0R `�� 5%OP
DIGITALLY SIGNED 202 11'W
16:38:36A7*00'
OREGON
�9p 19 ' P
Th�1Y
M.
IXPIRATON DAIS: 06/30/23
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 11/2/22 3:45pm
PLOTTED BY: WMorriS
DWG NAME: I0WI11E9W MDPA4GPk6;
TAB NAME: C3.1
SHEET NO.
LIMITS OF MILLING ^ I� • 1
A
° EXISTING TREE TO REMAIN
SCALE i INCH = 20 FEET C l J I
20 0 20 40
N
H
Z
LU
12
LU
o0
\
/
W
N
N
O
O
�
-6
ZZ
p
M Z
J
�
m4o
J
Q
^
L
W
�
LL
z
N
O
Z)
w
0 y
w
O
ur)
V
Q
x
D
SHEET NO.
LIMITS OF MILLING ^ I� • 1
A
° EXISTING TREE TO REMAIN
SCALE i INCH = 20 FEET C l J I
20 0 20 40
GG
M
a
N
P.
RAILROAD PUBAT EX. SS (WIDTH VARIES)
LIC UTILITY EASEMENT
KEY NOTES-
n
CONCRETE SIDEWALK LEGEND � ��____
CONCRETE CURB AND GUTTER -
6.1 A1 _. ASPHALTPAVEMENT
4
CURB ENDING PER ODOT DETAIL RD -700
60
-
ABBREVIATIONS
5
ACCESSIBLE CURB RAMP
60
CONCRETEPAVEMENT
,•-•�
6
ASPHALT PAVEMENT
6.0
BP
BEGIN POINT
7
PAVEMENT PATCH �
6.2
:._ `.
CONCRETE SIDEWALK
8
BICYCLE LANE STRIPES
-,,. y
{
LT
LEFT
N
NORTHING
9
LIGHT FIXTURE. REFER TO ELECTRICAL DWGS. FOR 6
ADDITIONAL INFORMATION. 6.1
MILL AND INSTALL 2" ASPHALT SURFACE
PC
POINT OF CURVATURE
.� 2
.......
PCC
POINT OF COMPOUND CURVES
10
INSTALL "STOP" AND "STREET NAME" SIGN
6.3 6.3
PRC
POINT OF REVERSE CURVE
11
12" WHITE STOP BAR
PT
POINT OF TANGENT
12
DIRECTIONAL ARROWS
LIGHT FIXTURE
R
RADIUS
RT
RIGHT
13
ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE
6.2
-----------------
SAWCUT
14
PRIVATE SANITARY MANHOLE. REFER TO SITE UTILITY PLAN
FOR ADDITIONAL INFORMATION.
---- --- --- --- --- --- ---
LIMITS OF MILLING
6 2 6 2
15
PUBLIC ACCESS EASEMENT
16
INSTALL "ONE WAY" SIGN PER MUTCD R6-1.°
EXISTING TREE TO REMAIN
17
EXISTING 'STOP', "'STREET NAME" AND "ONE WAY" SIGNS TO REMAIN.
18
MILL OUT 2" OF EXISTING PAVEMENT AND INTALL ASPHALT PAVEMENT TO MATCH
EXISTING GRADES.
3 I�
`{I` --III JAI 10' P.U.E.
3 f
1
I
I
I
I
:ENCE I
1
LOT 6
AREA = 20,491 SQ. FT. (0.470 ACRES) i
1
I
I
I
I
_ � I
� I
I
RAILROAD SIDING I
I
1
I
1
I
1
I
SHEET NOTES
ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED.
2. ALL UTILITY TRENCHES IN THE TRAFFIC LANES, INCLUDING THE BIKE
LANES AND CURBS, MUST HAVE THE TOP 2' FILLED WITH CDF. SEE
DETAIL 1 ON SHEET C6.2
I
SCALE i INCH = 50 FEET
50 0 50 100
800 Wlllemette Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
..keR.com
%tbN-P�P
�
WII SIGNED 2=.11.02
16:42:38-07'00'
OREGON
�9T �• fg '� P
XRM.
IXPIRATON DATE: 06/30/23
I
I I
L - '
RAILROAD SIDING �_� I
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 11/2/22 3:45pm
PLOTTED BY: WMDrri°
DWG NAME: IRWITEB'WM A43PAMd)
TAB NAME: C3.2
O
�o
Udo
m M O
4�
�J
W
V
O z
W 0 y
W
Co
Q
2
ZD
z
� J
0 70
Z
Q
J >
wL Q
U)
Q
SHEET NO.
C3.2
i
W
Lu
zoI Ln D w
1z I
14 459.39 WE I = �D
460.01 WE - 460.10 WEI X 459.17 WE I
w 0 II L V) I - I
461 i460.16TC/IRE 460.59 WE
i 460.16 TC/G ►� / -
�! 461.05 WE / / 70
as1 460.14 TC/G I / �\ I
460.72 MIE 460.75 WE /
0
_ 4460.13 G 460.30 TGG ��461.20 WE 24
D/w / I b 460.36 TC/G % X461 460.63 WE 261 460.62 UIP 460.81 2 / I I 480.52 TC/G O I
WE 0.52
TC/G
460.71 /E I 460.31 TC/G
s h__ I ----- � 2 I 460.68 WE ----46o
sD - I 460.58 TC/ ! �1 460.42 WE �O uT 0
= Hqs
_ 460.54 G 460.34 G T EET
_ 460.85 WE ,l I
7' L.T.E. T - _ - _ Q ae
J
\ 10' P.U.E. a6o.4 WE
(/ 460.64 TP I 4600 G '
/ 480.75 TP I I�i I I o
_46B� 14'SEWER EASMENT / I I 462
° 4661.01 WE 1a I 14
460.84 TP
460.37 FG - - - - 16 462
461.09 TP �� 480.45 G \\` 461.05 0.42 G - - = j' - = oN _ 16
4620 TPG - 7' L.T. E. - -
-
0 460.12 RI � - - - la
460.12 G 461.12 TP I -
° 461.01 TP - - 10' P.U.E. - - 14
/ DILAPIDATED
CONCRETEVALLEY AN �I 461 I
I/14
° -
x � I /
7' L.T.E. 60' S.A.E. \ \ I -
/ / I LOT 1 - 10' P.U.E.
\A = 40,007 SQ. FT. (0.918 ACRES) I%
/ 6' CHAIN LINK FENCE
/ x LOT 2
AREA = 33,696 SQ. FT. (0.773 ACRES)
u
lu
o0 Lu
LA
BLANKET TYPE TELECOMMUNICATIONS EASEMENT TO LOTS Lu
N6 LWEL 3 COMMUNICATIONS LLC / WILTEL COMMUNICATIONS LLC L,,
/ REC.N0. 2013-099553
AREA = 34,047 SQ. FT. (0.782 A V) I
Lu
o I I ILu
I
I '
I / 30--
I
I L i I v a
X82 30'. I
O I
461
- L I
O2
I -
I \
I
I D I
\ I
I �\
s \
\ ` I
SHEET NOTES
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER (G) GRADES
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH WITH FINISH GRADE.
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
NOTED IN LANDSCAPE AREAS.
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2%
O KEYNOTES
1. CONSTRUCT CURB RAMPS.
2. CONSTRUCT CURB TAPER AT CURB RAMPS.
3. MATCH GRADES FROM SOUTH A STREET.
4. SEE SHEET C4.3 CURB RAMPS DETAILED GRADING.
GRADING LABEL LEGEND
X.X% GRADING SLOPE AND DIRECTION (DOWNHILL)
SHEET LEGEND
- -GB- - - GRADE BREAK
462.75 - - - - EX. CONTOUR MINOR
- - - - 463.00 - - - - EX. CONTOUR MAJOR
462.75 CONTOUR MINOR (FG)
463.00 CONTOUR MAJOR (FG)
-<--<- - CONVEYANCE SWALE
. LIMITS OF ONSITE GRADING
lTff
BOD wlllamette street, SYIh 400
Eugene, OR 97401
0: 541.684.4902
F: 541.684.9909
www.hyffmn
AED PNOffSS/o
�'U �N 5648e y9r
DIGITALLY SIGNED 2022.11.02
19:15:55-0700'
OREGON
r�Ek' M. KED
EXPIRATION DATE: 06/30/23
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 11/2/22 8:04pm
PLOTTED BY: mndeau
DWG NAME: IMCAA GRADING PIAN.dwg
TAB NAME: C4.1
ELEVATION
FF:SPOT
DESCRIPTION LISTED BELOW.
NO DESCRIPTION MEANS TP
rXX.XX XX
BOW
BACK OF WALK
CC
CURB CUT (TOP OF PAVEMENT)
EG
EXISTING GRADE
FF
FINISHED FLOOR
FG
FINISHED GRADE
G
GUTTER GRADE
HP
HIGH POINT
LP
LOW POINT
M/E
MATCH EXISTING
RIM
RIM OF STRUCTURE
TC
TOP OF CURB
TP
TOP OF PAVEMENT
r(XX.X±) M/E
MATCH EXISTING GRADE
SHEET LEGEND
- -GB- - - GRADE BREAK
462.75 - - - - EX. CONTOUR MINOR
- - - - 463.00 - - - - EX. CONTOUR MAJOR
462.75 CONTOUR MINOR (FG)
463.00 CONTOUR MAJOR (FG)
-<--<- - CONVEYANCE SWALE
. LIMITS OF ONSITE GRADING
lTff
BOD wlllamette street, SYIh 400
Eugene, OR 97401
0: 541.684.4902
F: 541.684.9909
www.hyffmn
AED PNOffSS/o
�'U �N 5648e y9r
DIGITALLY SIGNED 2022.11.02
19:15:55-0700'
OREGON
r�Ek' M. KED
EXPIRATION DATE: 06/30/23
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 11/2/22 8:04pm
PLOTTED BY: mndeau
DWG NAME: IMCAA GRADING PIAN.dwg
TAB NAME: C4.1
SHEET NO.
SCALE 1 INCH = 20 FEET C4 * 1
I I 20 0 20 40
Lu
1:F
o
N
N
O�
o
�o
-z
u
Z
O
j
>�
m
M
4�
J
Q
W
�
F
LL
m
OC
LL
Z
Q
Q
Ln
Q
H
ZD
0
SHEET NO.
SCALE 1 INCH = 20 FEET C4 * 1
I I 20 0 20 40
I
z
461.68 M/E - 461.73 M1IE 461.50 WE
� II
Lu
1 I r ^
i
I
461.72 TC/G
461.68 TC/G 2 1 I °6d 11\
461.64 G I 1 461.87 WE `�
461.80 WE I I 462.16 WE
46
2.09 WE I I 461.81 TC/G
461.89 WE I 461.86 TC/G
461.90 G
462.31 WE
I --
18 11 O`462.05 TP
1 `
462
462.15 WE
462.18 TP ---+- -'
_ 1 _
462.33 TP I y
I I g
11.1°k
L
462.62 TIP 461.46 G
TR 462.54 TP
o 461.95 RIM
461.80 G
462.78 TP
Fn AIRES)
I
L r 461.72 WE
462.32 WE
q
C.82 TC/G1.87 TC/G
2.36 MIE``61.85MEO�T
,1.1 /E H I'll STREET
10
T _ _ 462.33 WE
II_
WE
Lu
Lu
V)
Lu
- 462.54 WE
462.19 WE
462.38 WE _ I _ 1 4' z� 462.89 TC/G
Vr4622 TP 462.82 TC/G
- _� II I r �� 463.31 WE za
oHB ,h, ^SSTOP 462.65 TOG _ I I 3 \ 463
462.54 TP 463 I _ - 0 1 2 I = za
\ 462.66 FG _ - 0 463 462.57 TC/G j I 2 `-� 463.04 G
`462.85 TP I 7' L. T. E.j 462.87 WE j I 463.00 WE 463.10 TC/G 3
10' P.U.E.
_ - I - 462.53 G I 463.23 WE 463.04 TC/G
\ I - - _ I 463.29 MIE 462.91 TC/G
- 462.86 TC/G C /l T
�I _l 463.34 MIE ✓ ^
]� 462.99 MSE 1 H q J TR
r _ _- � 11 462.98 WE
f 60' S.A.E. J I 7' L.T.E. 0 462.83c RE
ET
P.U.E. - - �Y I O N 463.41 MIE ET
46 - - ` 462.85 G y 463.62 WE
U ® 3 463 � 463.10
e 463.07 TPLu
- --
Lu
16
EnI 10 I I 463.25�i
W a6z ® IL-- 1.0% 463.37 TP _� _ 14
V)
Lu �(]� Q ' I 463.52 TP
Z kl 461 - . - I 463.39 TP I % / �� 463.50 TP 7' L.T.E. J i
TRO AREA '=639,200 I9Q FT 0 00 ACRES) i} I I �I 463.31 RIM 111 463.48 FG I
's�7 I} / /y j 462.67G 483.00 66 TP ae;f.rs Ir 10' P.U.E.
�F {
/ I 6 # 60' S A.E. 463 - - - - J I
I
(0-0'/7771X30' i _..-..-..-� / / %
30
I
�I
462 I� I LOT
AREA = 36,676 SQ. FT. (0.842 ACRES) i I
-J
II
RAILROAD SIDING
SHEET NOTES
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER (G) GRADES
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH WITH FINISH GRADE.
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
NOTED IN LANDSCAPE AREAS.
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2%
m
n
N
LOT 6
AREA = 20,491 SQ. FT. (0.470 ACRES) i
1
I 463 I
BLANKET TYPE TELECOMMUNICATIONS EASEMENT TO /
LEVEL 3 COMMUNICATIONS LLC / W ILTEL COMMUNICATIONS LLC I
462 REC. NO. 2013-041553
I I
1
463 I
RAILROAD SIDING
I
1
I
_ I
P.U.E.PUBLIC UTILITY EASEMENTAT EX. SS (WIDTH VARIES)
_
O KEYNOTES
1. CONSTRUCT CURB RAMPS.
2. CONSTRUCT CURB TAPER AT CURB RAMPS.
3. MATCH GRADES FROM SOUTH A STREET.
4. SEE SHEET C4.3 CURB RAMPS DETAILED GRADING.
463
462
GRADING LABEL LEGEND
CALLOUT
DESCRIPTION
X.X%
GRADING SLOPE AND DIRECTION (DOWNHILL)
DRAWN BY:
ELEVATION
CHECKED BY:
FF�SPOT
PLOT DATE:
DESCRIPTION USTED BELOW.
PLOTTED BY:
iTundeau
DWG NAME:
NO DESCRIPTION MEANS TP
XXX.XX X
C42
BOW
BACK OF WALK
CC
CURB CUT (TOP OF PAVEMENT)
EG
EXISTING GRADE
FF
FINISHED FLOOR
FG
FINISHED GRADE
G
GUTTER GRADE
HP
HIGH POINT
LP
LOW POINT
M/E
MATCH EXISTING
RIM
RIM OF STRUCTURE
TC
TOP OF CURB
TP
TOP OF PAVEMENT
r(XX.X±) M/E
MATCH EXISTING GRADE
I
I I
I I
I I
I 463 I
I
1 I
SHEET LEGEND
- - -GB- - - GRADE BREAK
- - - - 462.75 - - - - EX. CONTOUR MINOR
- - - - 463.00 - - - - EX. CONTOUR MAJOR
462.75 CONTOUR MINOR (FG)
463.00 CONTOUR MAJOR (FG)
<-.-<- CONVEYANCE SWALE
. LIMITS OF ONSITE GRADING
0
S
1q)ff
800 Willamette"'eeE, SUR. 400
Eugene, OR 97401
O: 541.684.4902
F: 541,684.9909
www.kDlf.mm
��QED PROFFSS
�V\S X01 N F4. �0,�9
56481 '� l
DIGITALLY SIGNED 2022.11.02
19:18:47-D7'00•
OREGON
'Ely M . KE
EXPIRATION DAIS: 06/30/23
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
11/2/22 8:04pm
PLOTTED BY:
iTundeau
DWG NAME:
10QGOC4.I GPAGKG NUMAg
TAB NAME:
C42
m
SHEET N0.
SCALE 1 INCH = 20 FEET C4.2
I I 20 0 20 40
C/]
I--'
Z
CW
1:F
O
N
O�
o
�o
�7Q
v
U
h o
Z
NCC
qo
Q
� J
W
^
Q
I
O Z
G
Lu
Lu
J
o N
W
o
c~n
Q
H
0
m
SHEET N0.
SCALE 1 INCH = 20 FEET C4.2
I I 20 0 20 40
T�
POB CURB RETURN #3
460 21 WE .
1
-'
0+00.00
JB
1
460.55 RIM (EXIST)
N 107773.06
11/2/22 3:46pm
I
WMorlis
E 203005.52
0+06.00 PI
I
I 0+11.50 GB
C4.4
<
460.62 TC
BACK OF WALK
0+13.99 PC
CC
CURB CUT (TOP OF PAVEMENT)
j 460.14 TC/G
EG
EXISTING GRADE
460.12 G
FF
460.15 TC/G
- 460.62 WE
FG
FINISHED GRADE
G
GUTTER GRADE
0.6%
0+16.47 GB
I
o
-Z
LP
460.16 TC/G
M/E
MATCH EXISTING
0+21.52
1
RIM OF STRUCTURE
U�w
� 460.63 TC
TOP OF CURB
z
TP
08
460.62 WE J \
1 rn
1 '
I�
460.81 WE 1
c 460.57 TP
� _ 1
1.5% oIo
460.64 TP
460.66 TP
460.59 TP
460.63 TP
460.21 G r 0+25.21
460.66 TC
460.25 G
�j
460.30 TP
0+30.25 GB
460.30 TC/G
460.68 TP
460.47 TP 480.39 TP
460.73 TP p5^b
460.75 TP •
1.0% 0.8%
1.7%
460.81 WE
RESET RIM ELEV.
TO 460.32
0+36.36 GB �
460.36 TC/G
460.37 G
L0+42.42 PT
J 460.80 TC GB _
- 460.30 G
- � I
POE CURB RETURN #3
0+48.43
N 107744.84 _
E 203036.07
oI
o
I
460.12 G
461.09 TO 461.01 TP
460.12 RIM
GRADING ENLARGEMENT- CURB RETURNS #3 (SOUTH EAST) AND #4 (SOUTH WEST)
(SOUTH A ST. & SIXTH ST.)
SCALE: HORZ: 1" = 5'
46:
PROP
AT'
46'
EXISTING GRADE
AT GUTTER
46(
PROPC
45F
45E
0+00
SHEET NOTES
0+10 0+20 0+30 0+40
CURB RETURN #3 PROFILE
SCALE: HORIZ: 1"=5'
VERT: 1"= 1'
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER (G) GRADES
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH WITH FINISH GRADE.
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
NOTED IN LANDSCAPE AREAS.
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2X.
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR EXCEED 2% IN
ANY DIRECTON. LANDING AND TRANSITION SLOPES ARE DESIGNED TO
1.5X.
GRADING LABEL LEGEND
CALLOUT
X.X%
1800290
DESCRIPTION
GRADING SLOPE AND DIRECTION (DOWNHILL)
JB
ELEVATION
JB
FF�SPOT
MK
DESCRIPTION LISTED BELOW.
11/2/22 3:46pm
PLOTTED BY:
WMorlis
NO DESCRIPTION MEANS TP
rXX.XX
XX
C4.4
<
BOW
BACK OF WALK
CC
CURB CUT (TOP OF PAVEMENT)
o
EG
EXISTING GRADE
N
0
FF
FINISHED FLOOR
C
c
FG
FINISHED GRADE
G
GUTTER GRADE
HP
HIGH POINT
o
-Z
LP
LOW POINT
M/E
MATCH EXISTING
RIM
RIM OF STRUCTURE
U�w
TC
TOP OF CURB
z
TP
TOP OF PAVEMENT
r(XXA±)
M/E
MATCH EXISTING GRADE
460.29 TP 1.0%
I
462
461
OSTING GRADE
f GUTTER
460
459
458
0+50
EN
46
PROPOSI
AT TOF
4E
EXISTING GRADE
AT GUTTER
46
PROPOS
45
0+00
SHEET LEGEND
GB
462.75
463.00
GRADE BREAK
EX. CONTOUR MINOR
EX. CONTOUR MAJOR
CONTOUR MINOR (FG)
CONTOUR MAJOR (FG)
CONVEYANCE SWALE
LIMITS OF ONSITE GRADING
0+10 0+20 0+30 0+40 0+50
CURB RETURN #4 PROFILE
SCALE: HORIZ: 1"=5'
VERT: 1"=1'
463
462
461
(ISTING GRADE
F GUTTER
460
459
0+55
1q)ff
800 Willamette Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
,knR.w,
f/
/Ti. 56481
DIG
JITALLY SIGNED' 2022.
16:37
OREGON
EXPIRATION DATE: 06/30/23
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
11/2/22 3:46pm
PLOTTED BY:
WMorlis
DWG NAME:
IBTIIW301WW VEI4*
TAB NAME:
C4.4
SHEET NO.
SCALE 1 INCH- FEF( C4.4
5 0 5 10
N
r
CZ
z
<
W
o
W
N
0
p�
�
C
c
o
CL
o
-Z
V
o
v
U�w
K
Q
z
>
m
M Q
1
J
z
z
J
l
�LL
O
L
LU
oN
WQ
LU
z
O
n
Q
�
�.J
O
SHEET NO.
SCALE 1 INCH- FEF( C4.4
5 0 5 10
POB CURB RETURN #7
0+00.00 j 461.81 M/E
N 107701.66 r
� E 203387.63
i 461.91 M/E ``
462.13 M/E
0+06.00 PT
462.14 TC 0+11.00 PC
461.64 G 461.68 TCIG
461.69 TP
462.15 MIE ; 462.10 TP
( r
0.2%
462.17 M/E
461.87 M/E
/ 0+16.03 GB
T 461.72 TC/G 0+20.80
/ 462.17 TO
\ 461.76 G
461.73 TP 0+
462.19 TC
461.77 G
°g
0+28.53 GB
_ N.
r r
462.11 TP � -
DESCRIPTION
461.81 TC/G
(G) GRADES
CHECKED BY:
MK
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
11/2/22 3:46pm
X.X%
i
462.13 TP
00
TAB NAME:
462.18 TP •• �'
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
_
00
00
1
462.50 TC
--------
462.21 TP -
_ p p
o
,-XX.XX XX
0+45.59 T
--"-�-_
_
0
0+34.61 GB
462.17 TP
4p • 00 - 461.86 TC/G
\ , p e
• � m
_ \ 462 27 TP _ o
_ 462.26 TP
482.33 TP'
262%
/ 461.90 TP
A
0+39.68 PT
bl
C[:Y>AERI
o • 462.31 TIC -
_ 461.90G 0+12.44 GBS
0.7% ------ i ° 462.06 TC/G.
462.62 TP 1.7% 3.2%
r l I
462.54 TP 461.46 G
461.80 G
461.96 RIM. v /
GRADING ENLARGEMENT - CURB RETURNS #7 (EAST) AND #8 (WEST)
(SOUTH A ST. & SEVENTH ST.)
SCALE: HORZ 1" = 5'
464
463
PROP(
ATT
462
EXISTING GRADE
AT GUTTER
PROPOS
I
460
0+00
0+10
1800290
CALLOUT
DESCRIPTION
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER
(G) GRADES
CHECKED BY:
MK
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
11/2/22 3:46pm
X.X%
fV_
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH WITH
FINISH GRADE.
TAB NAME:
SPOT ELEVATION
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
0+07.48 GB
DESCRIPTION LISTED BELOW.
NOTED IN LANDSCAPE AREAS.
462.50 TC
LU\
0.75%
_
POE CURB RETURN #7 462.00 G
,-XX.XX XX
0+45.59 T
N 107673.09 _
BACK OF WALK
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR
E 203415.52 _
CC
CURB CUT (TOP OF PAVEMENT)
POB CURB RETURN #8
DESIGNED TO
3.3%
_0+00.00 \
1.5X.
N 107665.15
FINISHED FLOOR
E 203448.46
FG
FINISHED GRADE
(V �
;
I
462.62 TP 1.7% 3.2%
r l I
462.54 TP 461.46 G
461.80 G
461.96 RIM. v /
GRADING ENLARGEMENT - CURB RETURNS #7 (EAST) AND #8 (WEST)
(SOUTH A ST. & SEVENTH ST.)
SCALE: HORZ 1" = 5'
464
463
PROP(
ATT
462
EXISTING GRADE
AT GUTTER
PROPOS
I
460
0+00
0+10
1800290
CALLOUT
DESCRIPTION
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER
(G) GRADES
CHECKED BY:
MK
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
11/2/22 3:46pm
X.X%
GRADING SLOPE AND DIRECTION (DOWNHILL)
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH WITH
FINISH GRADE.
TAB NAME:
SPOT ELEVATION
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
FF�
DESCRIPTION LISTED BELOW.
NOTED IN LANDSCAPE AREAS.
LU\
0.75%
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2X.
,-XX.XX XX
/
O
BOW
BACK OF WALK
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR
EXCEED 2% IN
CC
CURB CUT (TOP OF PAVEMENT)
ANY DIRECTION. LANDING AND TRANSITION SLOPES ARE
DESIGNED TO
EG
EXISTING GRADE
1.5X.
FF
FINISHED FLOOR
FG
FINISHED GRADE
W
Q
G
GUTTER GRADE
moo
HP
HIGH POINT
z
LP
LOW POINT
J
M/E
MATCH EXISTING
w
a-
RIM
RIM OF STRUCTURE
ON
0
TC
TOP OF CURB
W`
TP
TOP OF PAVEMENT
r(XX.X±) M/E
MATCH EXISTING GRADE
O
Q
n
F_ZD
,SED GRADEJP
V
O
0
i4e
OF CURBo4
9ZS0.6
9p9
•6,3 T%
a
0.75%
0.75%
0.75%
_
----
0.75%
-----
0.75%
m
-0.75%
----GO-_-_-
cD
r
a
U'
0^
N�
mU'
a
C7
row
Gn
ED GRADE
?�
8�rp
l��
ov
ov
r`'�
c
T GUTTER
0
ov
cv
0.75%-
.75%
0+10 0+20 0+30 0+40
CURB RETURN #7 PROFILE
SCALE: HORIZ: 1"=5'
VERT: 1"= V
SHEET NOTES GRADING LABEL LEGEND
464
463
462
-EXISTING GRADE
AT GUTTER
461
460
0+47
PR(
A
PROPO
EXISTING GRADE
AT GUTTER
SHEET LEGEND
0+26.11 GB
462.17 TC
461.84 G
0+18.49 GB
461.97 TC/G
0+27.68 GB0+31.14 GB
462.15 TIC jI 461.84 TC/G 0+36.17 PT
461.82 G 1461.88 TGG
462.28 M/E
462.36 M/E
/ 461.84 M/E
Z
0+41.17
462.33 TC CURB RETURN #8
461.92 G POE C4
N 107682.39
E 203484.09
000 - 462.22 TP E 002.5k 462.24 TP i
0 0 0 462.20 TP r o
i
O
462.10 TP
- s 462.32 TP
462.42 TP -__ 09%
._
462.28 TP N 462.32 TP
C462.38 M/E
462.54 TP
0.0% 462.54 TP \
0.5%
3.2%
462.78 TP _
462.85 TP
6+66 0+10 0+20 0+30 CURB RETURN #8 PROFILE646
SCALE: HORIZ: 1"=5'
VERT: 1" =1'
GB GRADE BREAK
EX. CONTOUR MINOR
EX. CONTOUR MAJOR
462.75 CONTOUR MINOR (FG)
463.00 CONTOUR MAJOR (FG)
CONVEYANCE SWALE
. LIMITS OF ONSITE GRADING
464
463
462
461
460
0+47
lqff
800 Willamette Street, Suite 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
.,keR.com
eR `�� 56481 P9
DIGITALLY SIGNED 20U.11.02
16:51:30-0700'
OREGON
�9r 19 ' P
Th�1Y M .
IXPIRATON DATE: 06/30/23
JOB No.:
1800290
CALLOUT
DESCRIPTION
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER
(G) GRADES
CHECKED BY:
MK
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
11/2/22 3:46pm
X.X%
GRADING SLOPE AND DIRECTION (DOWNHILL)
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH WITH
FINISH GRADE.
TAB NAME:
SPOT ELEVATION
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
FF�
DESCRIPTION LISTED BELOW.
NOTED IN LANDSCAPE AREAS.
LU\
NO DESCRIPTION MEANS TP
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2X.
,-XX.XX XX
/
O
BOW
BACK OF WALK
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR
EXCEED 2% IN
CC
CURB CUT (TOP OF PAVEMENT)
ANY DIRECTION. LANDING AND TRANSITION SLOPES ARE
DESIGNED TO
EG
EXISTING GRADE
1.5X.
FF
FINISHED FLOOR
FG
FINISHED GRADE
W
Q
G
GUTTER GRADE
moo
HP
HIGH POINT
z
LP
LOW POINT
J
M/E
MATCH EXISTING
w
a-
RIM
RIM OF STRUCTURE
ON
0
TC
TOP OF CURB
W`
TP
TOP OF PAVEMENT
r(XX.X±) M/E
MATCH EXISTING GRADE
464
463
462
-EXISTING GRADE
AT GUTTER
461
460
0+47
PR(
A
PROPO
EXISTING GRADE
AT GUTTER
SHEET LEGEND
0+26.11 GB
462.17 TC
461.84 G
0+18.49 GB
461.97 TC/G
0+27.68 GB0+31.14 GB
462.15 TIC jI 461.84 TC/G 0+36.17 PT
461.82 G 1461.88 TGG
462.28 M/E
462.36 M/E
/ 461.84 M/E
Z
0+41.17
462.33 TC CURB RETURN #8
461.92 G POE C4
N 107682.39
E 203484.09
000 - 462.22 TP E 002.5k 462.24 TP i
0 0 0 462.20 TP r o
i
O
462.10 TP
- s 462.32 TP
462.42 TP -__ 09%
._
462.28 TP N 462.32 TP
C462.38 M/E
462.54 TP
0.0% 462.54 TP \
0.5%
3.2%
462.78 TP _
462.85 TP
6+66 0+10 0+20 0+30 CURB RETURN #8 PROFILE646
SCALE: HORIZ: 1"=5'
VERT: 1" =1'
GB GRADE BREAK
EX. CONTOUR MINOR
EX. CONTOUR MAJOR
462.75 CONTOUR MINOR (FG)
463.00 CONTOUR MAJOR (FG)
CONVEYANCE SWALE
. LIMITS OF ONSITE GRADING
464
463
462
461
460
0+47
lqff
800 Willamette Street, Suite 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
.,keR.com
eR `�� 56481 P9
DIGITALLY SIGNED 20U.11.02
16:51:30-0700'
OREGON
�9r 19 ' P
Th�1Y M .
IXPIRATON DATE: 06/30/23
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
11/2/22 3:46pm
PLOTTED BY:
WMoms
DWG NAME:
IAX43WROPAIPCETP_Ek
TAB NAME:
C4.6
SHEET N0.
SCALE 1 INCH _ 5 FEET C4. 6
5 0 5 10
N
�
CZ
Z
<
LU\
oo
W
N
N
/
O
O
W
CC
0
Q)
cv
W
Q
Z
moo
J
Q
z
Z
J
L
N LL
w
a-
0z
F_°w
W
ON
0
W`
Z
O
Q
n
F_ZD
V
O
0
SHEET N0.
SCALE 1 INCH _ 5 FEET C4. 6
5 0 5 10
462 87 WE
POB CURB RETURN #11 ! _ 462.60 WE0+00.00
N 107627.75 0+06.00
E 203766.63 463.03 TC
462.53 G j
1 0+11.00'---_�____
462.59 TC/G / 0+16.03
1 / 462.66 T
462.99 MIE -
463.04 WE
00
2 000000
0000
00
00 0
1 e
� m
h �
o /
463.10 WE 463.01 TP 463.03 TP
0.4% 9b
463.07 TP 1 i 3e 463.06 TP I
I �
I
I
I
I
463.14 TC
462.72 G
0+22.82
463.16 TC
462.74 G
// --_l u.0% 000
---- 463.14 TP - _ O O
463.08 TP ____y____ _ o
00 -�
0°IO 462.89 TP
463.25 TP
463.20 TP
463.28 TP 0.6°7051 %
/ 463.25 TP
/ 1.7°k
463.52 TP
1.5°h
463.39 TP
ti
o'
GRADING ENLARGEMENT -CURB RETURNS #11 (EAST) AND #12 (WEST)
(SOUTH A ST. & EIGHTH ST.)
SCALE: HORZ: 1' = 5'
462.82 TC/G
463.23 WE
463.00 WE
463.18 WE
O
0
0+34,59 GB `b
462.89 TGG
\9%
`0+39.79 PT �\
463.35 TIC 0+12.13 GB N
462.85 G ' 463.10 TGG -
I ,1.3% \ `Il 0.20/6
POE CURB RETURN #11G' B 463.05 HP
/70+45.79 I _ 0+06.80 GB
N 107599.79 - 463.54 TC
E 203794.70 _ I 463.04 G
I � _
1 � _
� I
m I �
d
I
POB CURB RETURN #12
I-0+Op.00
N 107592.50
I E 203827.67 1
I I o
X
1.0%
0+18.11
463.04 TC/G
463.29 WE
463.34 WE
1
1
1
0+30.29 0+35.33 PT 1
0+25.03 462.93 TC/G 462.86 TC/G�_
0= 463.39 TO �M/El
40.83 GB
% 1
62.99 7 462'98 G 4623.33 TC
463.40 TC 2.83 G
462.99 G
463.41 WE
N
000
OO15 i% 463.28 TP
0
o-oi
463.33 TP
POE CURB RETURN #12
0+46.83
N 107609.98
E 203862.97
A- 00
0 _ _ , s 463.62 WE
463.43 TP ----
o� 463.36 TP ; 463.37 TP
463.58 TO 1.6%
463.50 TP _
3.2%
462.67 G 463.00 G 463.66 TP l � 463.73 TP
1
I1463.32 RIM
I
I
I I I
D+OD 0+10 0+20 0+30
040
CURB RETURN #11 PROFILE
SCALE: HORIZ: 1"=5'
VERT: 1"=1'
SHEET NOTES GRADING LABEL LEGEND
1. ALL TOP OF CURB ELEVATIONS ARE 6' ABOVE GUTTER (G) GRADES
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH WITH FINISH GRADE.
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
NOTED IN LANDSCAPE AREAS.
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2X.
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR EXCEED 2% IN
ANY DIRECTON. LANDING AND TRANSITION SLOPES ARE DESIGNED TO
1.5X.
CALLOUT
DESCRIPTION
X.X%
GRADING SLOPE AND DIRECTION (DOWNHILL)
DRAWN BY:
SPOT ELEVATION
FF�
DESCRIPTION LISTED BELOW.
PLOT DATE:
NO DESCRIPTION MEANS TP
rXX.XX XX
WMorris
BOW
BACK OF WALK
CC
CURB CUT (TOP OF PAVEMENT)
EG
EXISTING GRADE
FF
FINISHED FLOOR
FG
FINISHED GRADE
G
GUTTER GRADE
HP
HIGH POINT
LP
LOW POINT
M/E
MATCH EXISTING
RIM
RIM OF STRUCTURE
TC
TOP OF CURB
TP
TOP OF PAVEMENT
r(XX.X±) M/E
MATCH EXISTING GRADE
465
EXISTING GRADE
AT GUTTER
463
462
461
0+47
EXISTING
AT C
SHEET LEGEND
GB
462.75
463.00
D+DD 6+16 0+20 0+30 0+40
CURB RETURN #12 PROFILE
SCALE: HORIZ: 1"=5'
VERT: 1" =1'
GRADE BREAK
EX. CONTOUR MINOR
EX. CONTOUR MAJOR
CONTOUR MINOR (FG)
CONTOUR MAJOR (FG)
CONVEYANCE SWALE
LIMITS OF ONSITE GRADING
0+47
15
i4
EXISTING GRADE
AT GUTTER
i2
lTff
800 Willamette Street, Suite 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
..kefi:com
e4�*0564N81 F9
DIGITALLY SIGNED 2022'11'02
16:55:58-0]00'
w
�9r
IF IXPIRATON DATE: 06/30/23
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
11/2/22 3:47pm
PLOTTED BY:
WMorris
DWG NAME:
I WNROPAIPCETP_Ek
TAB NAME:
C4.8
SHEET No.
SCALE 1 INCH _ 5 FEET C4.8
5 0 5 10
N
�7
CZ
Z
<
W\
oo
W
N
N
/
O
O
W^
C
O
O
V
U
cv
W
Q
Z
moo
J
Q
z
Z
J
L
N LL
w
a -
pz
SOK
W
ON
0
W`
Z
z
Co
-
O
n
ZD
OV
SHEET No.
SCALE 1 INCH _ 5 FEET C4.8
5 0 5 10
POB CURB RETURN #7
0+00.00 j 461.81 M/E
N 107701.06 ,
� E 203387.63
i 461.91 WE
462.13 WE
)+06.00 PT '--
462.14 TC 0+11.00 PC
461.64 G 461.68 TGG
461.69 TP
462.15 WE
1 462.10 TP
1 ' - 0.2% 6°1O
462.17 WE
462.15 WE
461.87 WE
/ 0+16.03 GB
T 461.72 TC/G 0+20.80
462.17 TC ("
\ 461.76G J
461.73 TP 0+22.64 `462.05 TP
462.19 TC
461.77 G
ms
_ _ 0+28.53GB
N. I 462.11 TP � 461.81 TCIC/G
1
1 �
462.13 TP
462.18 TP - I _ _
^9 j -------- 462.21 TP - _ °O O
C17AlclivIl
462.62 TP
1.7% 3.2%D
462.54 TP
GRADING ENLARGEMENT - CURB RETURNS #7 (EAST) AND #8 (WEST)
(SOUTH A ST. & SEVENTH ST.)
SCALE: HORZ: 1" = 5'
PI
EXISTING GRADE
AT GUTTER
PR(
.46 G
464
00
DESCRIPTION
0+34.61 GB
(G) GRADES
0.75%
F
462.17 TP
O0 -
GRADING SLOPE AND DIRECTION (DOWNHILL)
461.86 TGG
U
M
464
463
463
F
DESCRIPTION LISTED BELOW.
NOTED IN LANDSCAPE AREAS.
e
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2X
I�
rXX.XX XX
BOW
BACK OF WALK
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR
EXCEED 2% IN
CC
462.27 TP
ANY DIRECTON. LANDING AND TRANSITION SLOPES ARE
DESIGNED TO
EG
;OPOSED
GRADE
FF
461.90 TP
FG
FINISHED GRADE
/
G
GUTTER GRADE
_ _
HP
HIGH POINT
AT TOP
462.26 TP
LP
LOW POINT
- -
_
RIM
RIM OF STRUCTURE
0+39.68 PT
TC
TOP OF CURB
TP
TOP OF PAVEMENT
462.31 TC-_�
r(XX.X±) M/E
r
e
461.90 G
e
l°
- 0+12.44 GB
462.33 TP
462
_
0'7%_
'9,?S&
462.06 TC/G.
9A9°I°
-
-----------
--
_ 1.0% 1
0 9g
462
0.75%
a
0.75%
-GB
0.75%
0+07.48 GB 1
°
0.75k
__
0.75
462.50 TC
0.75%
POE CURB RETURN #7
_
E
462.00 G
_----
0+45.59
�
o�
c7--
�^
mU'
N 107673.09
!
a
a
U'
E 203415.52
iem
t?m
POSED
GRADE
POB CURB RETURN #8
3.3%
-
ov
cv
-0+00.00
26.2%N
m°^
`+°�
o
IN
AT
GUTTER
107665.15 -
+ `�
a
0.75%
+ `$
E203448.46
o e-
11
I
I
c
w
462.62 TP
1.7% 3.2%D
462.54 TP
GRADING ENLARGEMENT - CURB RETURNS #7 (EAST) AND #8 (WEST)
(SOUTH A ST. & SEVENTH ST.)
SCALE: HORZ: 1" = 5'
PI
EXISTING GRADE
AT GUTTER
PR(
.46 G
464
CALLOUT
DESCRIPTION
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER
(G) GRADES
0.75%
F
F
X.X%
GRADING SLOPE AND DIRECTION (DOWNHILL)
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH NTH
U
M
464
463
463
F
DESCRIPTION LISTED BELOW.
NOTED IN LANDSCAPE AREAS.
NO DESCRIPTION MEANS TP
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2X
I�
rXX.XX XX
BOW
BACK OF WALK
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR
EXCEED 2% IN
CC
CURB CUT (TOP OF PAVEMENT)
ANY DIRECTON. LANDING AND TRANSITION SLOPES ARE
DESIGNED TO
EG
;OPOSED
GRADE
FF
FINISHED FLOOR
FG
FINISHED GRADE
vr
G
GUTTER GRADE
HP
HIGH POINT
AT TOP
OF CURB
LP
LOW POINT
F
_
RIM
RIM OF STRUCTURE
TC
TOP OF CURB
TP
TOP OF PAVEMENT
r(XX.X±) M/E
r
e
e
l°
462
'9,?S&
a
9A9°I°
d.31%
0 9g
462
0.75%
0.75%
0.75%
°
0.75k
__
0.75
0.75%
----
E
_----
�
o�
c7--
�^
mU'
a�
!
a
a
U'
iem
t?m
POSED
GRADE
�n
-
ov
cv
Nm
m°^
`+°�
o
461
AT
GUTTER
+ `�
a
0.75%
+ `$
o e-
c
466
460
0+00 0+10 0+20 0+30 0+40 0+47
CURB RETURN #7 PROFILE
SCALE: HORIZ: 1"=5'
VERT: 1" =1'
SHEET NOTES GRADING LABEL LEGEND
0+26.11 GB
462.17 TC
461.84 G
0+18.49 GB
461.97 TGG
0+27.68 GB
462.15 TC
461.82 G
0+31.14 GB
461.84 TC/G 0+36.17 PT
/ 461.88 TC/G
.84 WE
0+41.17
461 33 92 G G POE CURB RETURN #8
4-1.9 0+47.14
N 107682.39
E 203484.09
/ �o o
0 462.28 WE1
m
/ 00 ^
a
00 _ 462.22 TP
000 2.5% 462.24 TP i
00 0 482.20 TP o f
I
00
462.10 TP 462.42 TP _ - h i 462.32 TP
462.28 TP --- ---- TP 1 ��� r46238
\-
.�
462.37 TP -
462.54 TP
0.0% 462.54 TP
0.5%
3.2% _
462.78 TP
461.80 G
462.85 TP71
I 461.96 RIM\
PR(
A
PROPO
KISTING GRADE
T GUTTER EXISTING GRADE
AT GUTTER
SHEET LEGEND
D+DD+10 0+20 0+30 CURB RETURN #8 PROD+46
FILE
SCALE: HORIZ:1"=5'
VERT: 1'= 1'
GB GRADE BREAK
EX. CONTOUR MINOR
- - EX. CONTOUR MAJOR
462.75 CONTOUR MINOR (FG)
463.00 CONTOUR MAJOR (FG)
CONVEYANCE SWALE
. LIMITS OF ONSITE GRADING
464
463
462
461
460
0+47
1q)ff
BCD Willamette Stre l Sulo! 400
Eugene, OR 97401
0: 541.664.4902
F: 541.684.4909
www.koffmn
��WED%-P
e: 0
Q 4. 5
DlGnpu"5lO CD 2022.11.02
2157:19-0T00'
OREGON
EXPI AKIN DATE: 06/30/23
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 11/2/22 8:28pm
PLOTTED BY: mondeau
DWG NAME: IBDNDWNURBRUNTAUMry
TAB NAME: C4.6
SHEET NO.
SCALE 1 INCH = 5 FEET C4.6
I I 5 0 5 10
CALLOUT
DESCRIPTION
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER
(G) GRADES
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
X.X%
GRADING SLOPE AND DIRECTION (DOWNHILL)
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH NTH
FINISH GRADE.
SPOT ELEVATION
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
I
DESCRIPTION LISTED BELOW.
NOTED IN LANDSCAPE AREAS.
NO DESCRIPTION MEANS TP
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2X
I�
rXX.XX XX
BOW
BACK OF WALK
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR
EXCEED 2% IN
CC
CURB CUT (TOP OF PAVEMENT)
ANY DIRECTON. LANDING AND TRANSITION SLOPES ARE
DESIGNED TO
EG
EXISTING GRADE
1.5X
FF
FINISHED FLOOR
FG
FINISHED GRADE
G
GUTTER GRADE
HP
HIGH POINT
LP
LOW POINT
M/E
MATCH EXISTING
RIM
RIM OF STRUCTURE
TC
TOP OF CURB
TP
TOP OF PAVEMENT
r(XX.X±) M/E
MATCH EXISTING GRADE
0+26.11 GB
462.17 TC
461.84 G
0+18.49 GB
461.97 TGG
0+27.68 GB
462.15 TC
461.82 G
0+31.14 GB
461.84 TC/G 0+36.17 PT
/ 461.88 TC/G
.84 WE
0+41.17
461 33 92 G G POE CURB RETURN #8
4-1.9 0+47.14
N 107682.39
E 203484.09
/ �o o
0 462.28 WE1
m
/ 00 ^
a
00 _ 462.22 TP
000 2.5% 462.24 TP i
00 0 482.20 TP o f
I
00
462.10 TP 462.42 TP _ - h i 462.32 TP
462.28 TP --- ---- TP 1 ��� r46238
\-
.�
462.37 TP -
462.54 TP
0.0% 462.54 TP
0.5%
3.2% _
462.78 TP
461.80 G
462.85 TP71
I 461.96 RIM\
PR(
A
PROPO
KISTING GRADE
T GUTTER EXISTING GRADE
AT GUTTER
SHEET LEGEND
D+DD+10 0+20 0+30 CURB RETURN #8 PROD+46
FILE
SCALE: HORIZ:1"=5'
VERT: 1'= 1'
GB GRADE BREAK
EX. CONTOUR MINOR
- - EX. CONTOUR MAJOR
462.75 CONTOUR MINOR (FG)
463.00 CONTOUR MAJOR (FG)
CONVEYANCE SWALE
. LIMITS OF ONSITE GRADING
464
463
462
461
460
0+47
1q)ff
BCD Willamette Stre l Sulo! 400
Eugene, OR 97401
0: 541.664.4902
F: 541.684.4909
www.koffmn
��WED%-P
e: 0
Q 4. 5
DlGnpu"5lO CD 2022.11.02
2157:19-0T00'
OREGON
EXPI AKIN DATE: 06/30/23
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 11/2/22 8:28pm
PLOTTED BY: mondeau
DWG NAME: IBDNDWNURBRUNTAUMry
TAB NAME: C4.6
SHEET NO.
SCALE 1 INCH = 5 FEET C4.6
I I 5 0 5 10
462.84 TP / \ \
I 462.82 TP
462.75 TP 462.76 TP \ '
I 462.79 TP \
I \
462.76 TP 462.73 TP \
I
0000
_ I i 462.65 Tp"
P n
POB CURB RETURN #9
0+00.00
N 107669.07 rill
1.00 PCE 203762.06 0+06.01 PI0+15.61 PCC19 TGG 462.25 TC/G 0+20.11 PCC
462.65 TC__ 462.50 TC
462.18 G ------------ 462.22 G
POE CURB RETURN #9
0+38.72
N 107683.22
E 203790.83
0+32.69 PCC
??? TC
??? G
0+29.83 PCC
??? TC
??? G
0+26.18 PC
G
0+PT ???? TC TC
??? G
0+21.44 PCC
462.27 TC
462.19 G
GRADING ENLARGEMENT - CURB RETURNS #9 (EAST) AND #10 (WEST)
(SOUTH A ST. & EIGHTH ST.)
SCALE: HORZ: 1" = 5'
I
I O
I
I
I
1
I
I
I
I
I
I
I
I
1
I
1
I
I
I
I �
I I
I 1
1
464
JOB No.:
SPOT ELEVATION
DESIGNED BY:
CURB
RETURN
#9
PROFILE
MK
SCALE: HORIZ:1"=5'
NO DESCRIPTION MEANS TP
rXX.XX XX
WMorris
VERT: 1"=1'
BACK OF WALK
463
EXISTING GRADE
EG
EXISTING GRADE
FF
FINISHED FLOOR
FG
FINISHED GRADE
G
GUTTER GRADE
HP
HIGH POINT
LP
AT GUTTER _ -
-EXISTING
MATCH EXISTING
RIM
RIM OF STRUCTURE
TC
TOP OF CURB
TP
GRADE
r(XX.X±) M/E
MATCH EXISTING GRADE
462
-0.23% DIN 1.19%
-0.83% - .13' 1.971
2.22-
cv
GUTTER
-
Z
moo
PROPOSED GRADE m .66 G--1.33%
_AT
Q
z
AT GUTTER
t7
600
Q0C7
(D
m m
CU'
m
O'm
go
w
a -
0z
SOK
W
ON
0
O,
C4
°e n
C)
0
m
mN[N+I
O
16
N
N
ON�N
Nf
N' OC
(�fD
O
OR
�
O V
+N
O •O R
NCN V
ZD
O
O V } R
461
460
-D+DS D+DD
JOB No.:
SPOT ELEVATION
DESIGNED BY:
CURB
RETURN
#9
PROFILE
MK
SCALE: HORIZ:1"=5'
NO DESCRIPTION MEANS TP
rXX.XX XX
WMorris
VERT: 1"=1'
BACK OF WALK
CC
SHEET NOTES GRADING LABEL LEGEND
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER (G) GRADES
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH WITH FINISH GRADE.
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
NOTED IN LANDSCAPE AREAS.
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2X.
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR EXCEED 2% IN
ANY DIRECTON. LANDING AND TRANSITION SLOPES ARE DESIGNED TO
1.5X.
CALLOUT DESCRIPTION
X.X% GRADING SLOPE AND DIRECTION (DOWNHILL)
10=1111
464
464
463
463
462 EXIS1
462
461
461
-0+05
460
0+45
POB CURB RETURN
0+01
N 10768
E 20383:
UZ
46.00 F
62 T
462.12
------------
0+12.72 PC
462.41 TC
462.19 G
0+15.07 PC
462.18 TCP
0+19.61
462.17
462.78 TO . 1".-.1"-
462.32 G 0+59.19
N 107649.32
E 203869.91
SHEET LEGEND
GB
462.75
463.00
0+00 0+10 0+20 0+30 0+40 0+50 0+60
CURB RETURN #10 PROFILE
GRADE BREAK
EX. CONTOUR MINOR
EX. CONTOUR MAJOR
CONTOUR MINOR (FG)
CONTOUR MAJOR (FG)
CONVEYANCE SWALE
LIMITS OF ONSITE GRADING
SCALE: HORIZ: 1"=5'
VERT: 1" =1'
800 Willamette Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
ww ,. fcom
56481 F
DIGITALLY SIGNED 2022'11.02
1721:12-0TN'
OREGON
M
�9r �• fo '� P
y . R
IF IXPIRATON DATE: 06/30/23
460.
463
ADE
JOB No.:
SPOT ELEVATION
DESIGNED BY:
FF�
DRAWN BY:
DESCRIPTION LISTED BELOW.
CHECKED BY:
MK
PLOT DATE:
NO DESCRIPTION MEANS TP
rXX.XX XX
WMorris
BOW
BACK OF WALK
CC
CURB CUT (TOP OF PAVEMENT)
EG
EXISTING GRADE
FF
FINISHED FLOOR
FG
FINISHED GRADE
G
GUTTER GRADE
HP
HIGH POINT
LP
LOW POINT
M/E
MATCH EXISTING
RIM
RIM OF STRUCTURE
TC
TOP OF CURB
TP
TOP OF PAVEMENT
r(XX.X±) M/E
MATCH EXISTING GRADE
10=1111
464
464
463
463
462 EXIS1
462
461
461
-0+05
460
0+45
POB CURB RETURN
0+01
N 10768
E 20383:
UZ
46.00 F
62 T
462.12
------------
0+12.72 PC
462.41 TC
462.19 G
0+15.07 PC
462.18 TCP
0+19.61
462.17
462.78 TO . 1".-.1"-
462.32 G 0+59.19
N 107649.32
E 203869.91
SHEET LEGEND
GB
462.75
463.00
0+00 0+10 0+20 0+30 0+40 0+50 0+60
CURB RETURN #10 PROFILE
GRADE BREAK
EX. CONTOUR MINOR
EX. CONTOUR MAJOR
CONTOUR MINOR (FG)
CONTOUR MAJOR (FG)
CONVEYANCE SWALE
LIMITS OF ONSITE GRADING
SCALE: HORIZ: 1"=5'
VERT: 1" =1'
800 Willamette Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
ww ,. fcom
56481 F
DIGITALLY SIGNED 2022'11.02
1721:12-0TN'
OREGON
M
�9r �• fo '� P
y . R
IF IXPIRATON DATE: 06/30/23
460.
463
ADE
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
11/2/22 3:47pm
PLOTTED BY:
WMorris
DWG NAME:
I 43NROPAIPCETP. 1,e
TAB NAME:
C4.7
462
461
0+65
SCALE 1 INCH _ 5 FEET
5 0 5 10
SHEET N0.
C4.7
V)
W
7
L
C
w
N
N
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O
o
o ;22i
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SHEET N0.
C4.7
462.87 WE
POB CURB RETURN #11 ! V 462.60 WE
0+00.00N 107627.750+06.00E 203766.63 463.03 TC _
462.53 G i
462.99 WE
463.04 WE
E
I
az
463.10 WE c 463.01 TP
0.4% 463.07 TP
0+11.00- -4444
462.59 TCIG 0+16.03
/ 462.66 TI
463.03 TP
463.06 TP
463.14 TC
462.72 G
0+22.82
463.16 TC
462.74 G
462.82 TC/G
`P------_4 ---- TP _ _ _ O c
483.08 TP' � ----1 _ 00
0
00
-L �� �.�0°10 462.89 TP
_ 463.25 TP
463.20 TP
463.26 TP 0.6% 1.5°k �
463.25 TP
I
I
1.7%
I / .
I
463.52 TP
I 463.39 TP
I N
I
GRADING ENLARGEMENT - CURB RETURNS #11 (EAST) AND #12 (WEST)
(SOUTH A ST. & EIGHTH ST.)
SCALE: HORZ: 1" = 5'
EXISTING
AT C
N/E
_01.
463.18 WE
O
ae
0+34.59 GB tO
462.89 TC/G
/0+39.79 PT\\� 09%
463.35 TC \ 0+12.13 GB \
462.85 G \ I 463.10 TCIG
I X1.3% �y 0.2%
- - - -
+------
POE CURB RETURN #11 GB
1 7463.05 HP -
0+45.79 006.80 GB
N 107599.79 463.54 TC
E 203794.70 _ I 463.04 G
1 �
M Ic
I
1 POB CURB RETURN #12
I-0+00.00
N 107592.50
i E 203827.67 I
IIi 1.0%
463.29 WE
0+18.11 0 000
0
463.04 TCIG O A o 00
o O O O
BE 463.41 WE
h
0
O0 15.1% 463_3___ 463.28 TP
0 0 463.35 TP 463.33 TP
WE
POE CURB RETURN #12
0+46.83
N 107609.98
E 203862.97
l Oo '�_
o 463.62 WE
463.43 TP--- 1- 1
4444 � _ 4.4%
o\ 463.36 TP �� 463.37 TP _
i'
463.58 TP 1.6Yo
463.50 TP
3.2%
462.67 G 463.00 G 463.66 TP, � 463.73 TP
1
II 463.32 RIM
1
I I
D+DD D+,D 0+20 0+30 00 07
CURB RETURN #11 PROFILE
SHEET NOTES
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER (G) GRADES
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH NTH FINISH GRADE.
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
NOTED IN LANDSCAPE AREAS.
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2%.
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR EXCEED 2% IN
ANY DIRECTON. LANDING AND TRANSITION SLOPES ARE DESIGNED TO
1.5R.
SCALE: HORIZ: 1"=5'
VERT: 1" =1'
GRADING LABEL LEGEND
CALLOUT
DESCRIPTION
I
GRADING SLOPE AND DIRECTION (DOWNHILL)
SPOT ELEVATION
I
LISTED BELOW.
I
-X1111
NO DESCRIPTION MEANS TP
0+30.29 0+35.33 PT
BACK OF WALK
CC
0+25.03
462.93 TC/G 462.86 TC/G�-
EXISTING GRADE
0=
463.39 TC
FG
GB
0+23.87
462.98 G
462.9
4083
TC
463.40 TC
LOW POINT
�1461�3
2.83 G
462.99 G
RIM OF STRUCTURE
TC
TOP OF CURB
0+18.11 0 000
0
463.04 TCIG O A o 00
o O O O
BE 463.41 WE
h
0
O0 15.1% 463_3___ 463.28 TP
0 0 463.35 TP 463.33 TP
WE
POE CURB RETURN #12
0+46.83
N 107609.98
E 203862.97
l Oo '�_
o 463.62 WE
463.43 TP--- 1- 1
4444 � _ 4.4%
o\ 463.36 TP �� 463.37 TP _
i'
463.58 TP 1.6Yo
463.50 TP
3.2%
462.67 G 463.00 G 463.66 TP, � 463.73 TP
1
II 463.32 RIM
1
I I
D+DD D+,D 0+20 0+30 00 07
CURB RETURN #11 PROFILE
SHEET NOTES
1. ALL TOP OF CURB ELEVATIONS ARE 6" ABOVE GUTTER (G) GRADES
SHOWN UNLESS NOTED OTHERWISE ON PLANS.
2. ALL RIM ELEVATION SHOWN ARE DEPICTED FLUSH NTH FINISH GRADE.
SET STRUCTURES EVEN WITH FINISHED GRADE UNLESS OTHERWISE
NOTED IN LANDSCAPE AREAS.
3. MAXIMUM CROSS SLOPE IN SIDEWALK SHALL BE 2%.
4. ADA LANDINGS OR SIDEWALKS TRANSITIONS SHALL NOR EXCEED 2% IN
ANY DIRECTON. LANDING AND TRANSITION SLOPES ARE DESIGNED TO
1.5R.
SCALE: HORIZ: 1"=5'
VERT: 1" =1'
GRADING LABEL LEGEND
CALLOUT
DESCRIPTION
X.X%
GRADING SLOPE AND DIRECTION (DOWNHILL)
SPOT ELEVATION
LISTED BELOW.
-X1111
NO DESCRIPTION MEANS TP
I�DESCRIPTION
rXX.XX XX
BOW
BACK OF WALK
CC
CURB CUT (TOP OF PAVEMENT)
EG
EXISTING GRADE
FF
FINISHED FLOOR
FG
FINISHED GRADE
G
GUTTER GRADE
HP
HIGH POINT
LP
LOW POINT
M/E
MATCH EXISTING
RIM
RIM OF STRUCTURE
TC
TOP OF CURB
TP
TOP OF PAVEMENT
r(XX.X±) M/E
MATCH EXISTING GRADE
GRADE
:R
EXISTING GRADE
AT GUTTER
SHEET LEGEND
GB
-462.75-
-463.00-
...........
0+90 D+,D 0+20 0+30 0+40 0+47
CURB RETURN #12 PROFILE
SCALE: HORIZ: 1"=5'
VERT: 1"= 1'
GRADE BREAK
EX. CONTOUR MINOR
EX. CONTOUR MAJOR
CONTOUR MINOR (FG)
CONTOUR MAJOR (FG)
CONVEYANCE SWALE
LIMITS OF ONSITE GRADING
1q)ff
BOD Willamette Stfeet, Sulo, 400
Eugene, OR 97401
0: 541.664.4902
F: 541.684.4909
www.koffmn
��KED%-P
0V\S a 0
INC Q ''� 5
DIGTALLY SIGNED 202211'62
21:5651-OT00'
OREGON
4yT "4. 1g y0fi �p
EXPI AKIN DATE: 06/30/23
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 11/2/22 8:29pm
PLOTTED BY: Rondeau
GRADE DWG NAME: IWN9WNURBRAWDETALS.dq
:R
TAB NAME: C4.8
SHEET No.
SCALE 1 INCH = 5 FEET C4.8
I I 5 0 5 10
LU
LU I
20 I ; ^ 12 D/W
v I 1; I
O
12
0 4 0
SD MH -14 (EX)
15
RIM=459.81
So I
° SSD — SD I IE 15" IN=454.81 (S)
SO D so sD so
L- - (,/) of IE 30" OUT=454.80 (W)
3% sD !•_� I
3 Q
S MH -0 (EX) - -f
_ ^ RIM=460.55 zo
IE 8" IN=450.66 (S)
S5 --- �o IE 18' IN- 9.95(E) i i SO 10 I
IE 18" OUT=449.95 (Nn I i I r '--I s
D/W sD 24
� w 2 3 ; 53 LF -15"SD / � I
1 w 12 0 7
3 5=1.10% I / I so
I
D w i9 I I w 2 D
5 I
1 SS I _ i 10 I
— - 6 - D w ss L 1 9 1 (s sD _
I
- 0_ I W _ I .J So
2 = — — — _ - ; TP -2 ----UT H A ° sD
RD-� I 5D u � STREET �
TP -124
7' L.T.E. J T _ _ _ y _ _ Ss so
J ° _
( \ 10' P.U.E. 1 � �- ; Diw Ss 2 I
/ so 14 I I W ss
J
55
14'SEWER EASMENT I W S o
28 14 I
140 w 2
I / 60 / 16 w
SD MH -24 (EX)1 0 2
I / so / 47 LF - 8"S e 16 W
/ S=2.00% RIM42 7' L
/ g IE 24" " ININ=455.40 (E) 1 la w
� / o ° I IE 15" IN=456.28 (S) — _1 26 w
DILAPIDATED \ IE15"OUT=455.40 (N), 10'P.U. E. sD 14 W
I so / _ _ IE 24" OUT=455.40 (W) —
� I � �
CONCRETE VALLEY PAN 11 /, Z7 1 D w _
/ o S MH -1 \ \ — —
RIMOUT 2 \ I 14
IE 8" OUT=451.59 (N)
SAE.�-
/ 60' S.A.E.
LOT 1 — — i \ yyy 10' P.U.E.
AREA = 40 07 SQ. FT. (0.918 ACRES)
/ 6'CHAIN LINK FENCE !I
S.AE. \ LOT 2
AREA = 33,696 SQ. FT. (0.773 ACRES)
I
I V 2 I I 0 I \ II I W
I I -I-O 25 m 2
I I LU
BLANKET TYPE TELECOMMUNICATIONS EASEMENT TO
LEVEL I COMMUNICATIONS LLC I WILTEL COMMUNICATIONS LLC LOTS w
w
/
REC. 2013-099553 AREA 34047 SQFT(0782 A
o I I ' = ,. . . W
Z
I
I
I 1 Q
30'
-k2 / 3
D I 50 11
SOI I
OR �� �_ I— S_— SD
_
I
\ \ so
SD
Lso
I
J-
So I
I
so 22
D I
DETAIL REF. SHEET NOTES
1. GRADE BREAKS WILL BE INSTALLED AT DRIVEWAY ENTRANCES
APPROXIMATELY 10 FEET BEHIND THE SOUTH A STREET RIGHT OF
WAY LINE, SUCH THAT STORMWATER RUNOFF NORTH OF THE
GRADE BREAKS WILL SHEET FLOW TO THE NORTH AND BE
COLLECTED IN THE EXISTING PUBLIC STORM SYSTEM.
2. SIZES AND LOCATIONS OF DRY UTILITY SERVICE CONNECTIONS -
INCLUDING BUT NOT LIMITED TO POWER, GAS, TELEPHONE, AND
CABLE TV- WILL BE COORDINATED SEPARATELY FOR EACH
PARCEL AT TIME OF DEVELOPMENT.
lqff
800 Willamette Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
ww ff.com
e�*0564NII
%-�
DIGITALLY SIGNED 2022.11.02
17:08:45-07'00'
OREGON
�9T 19 ' P
UPIRATION DATE: 06/30/23
JOB No.:
KEY NOTES
DESIGNED BY:
JB
STRUCTURE TYPE
JB
CHECKED BY:
B
UTILITY LEGEND
PLOT DATE:
11/2/22 3:47pm
PLOTTED BY:
WMDrriS
DWG NAME:
1
8"WATER SERVICE STUB FOR FUTURE FIRE AND DOMESTIC.
C5.1
CALLOUT
DESCRIPTION
STRUCTUURERE LABEL
2
LIGHT FIXTURE. REFER TO ELEC. DWGS. FOR ADDITIONAL INFORMATION
UTILITY TYPE SEWER, W=WATER, FP=FIRE
FH
}
FIRE HYDRANT
�
�
N
(S=SANITARY
O
O
�
3
CUT, CAP AND ABANDON EXISTING STORM DRAIN PIPE AT PROPERTY LINE.
PROTECTION, FH=FIRE HYDRANT)
GV
w
GATE VALVE
4
RELINQUISH EXISTING STORM SEWER EASEMENT.
STRUCTURE TYPE CALLOUT
5F—
HH
■
ELECTRIC HANDHOLE
z
L
TEE
TEE CONNECTION
5
EXISTING 12" SD PIPE AND GRATE INLET TO REMAIN.
XX XX -XX ID NUMBER (WHERE APPLICABLE)
MH
Z)
SANITARY MANHOLE
0 y
N. XXXXX.XX LOCATION (WHERE APPLICABLE)
E: XXXXX.XX
MH
�
STORM DRAIN MANHOLE
6
RELOCATE EXISTING PUBLIC 6" WATER VALVE AND FIRE HYDRANT, PLACE FIRE
V<
x
HYDRANT BEHING SIDEWALK.
RIM=
TPp
TEST PIT REQUIRED
D
IE IN = XX.X
STRUCTURE INFO (WHERE APPLICABLE)
7
REPLACE EX. 10" SS SERVICE WITH NEW 8" SS SERVICE
IE OUT = XX.X
PIPE LABEL
SS
SANITARY SEWER UNE
8
PRIVATE SS MH (8" OUT) TO SERVE PARCELS 1 & 2.
W
W WATER UNE
9
ADJUST EX. MH RIM ELEVATION TO FINISH GRADE, PLUG AND ABANDON EX, 24"
UTILITY LENGTH
E
E ELECTRIC CONDUIT
SD PIPE OUT TO SW.UTILITY
SIZE
r
TC
C TELECOMMUNICATION CONDUIT
10
INSTALL 15" SO PIPE TO CONNECT EX. SD MH -24 TO EX. SDMH-14.
FF_
UTILITY TYPE
NG
NG NATURAL GAS LINE
11
EXISTING ON-SITE 15" SD TO REMAIN
XXLF XX„ XX
FP
FP FIRE PROTECTION LINE
12
INSTALL 6" WATER LINE TO RELOCATE EXISTING 6" GATE VALVE AND FIRE
S=X.XX% SLOPE (WHERE APPLICABLE)
FH
FH FIRE HYDRANT LINE
HYDRANT. COORDINATE INSTALLATION WITH CITY OF SPRINGFIELD.
13
CONNECT TO EXISTING 12"? PUBLIC WATER LINE W/ 12"?X8" TAPPING SLEEVE
14
FILL EXISTING WOOD STAVE PIPE WITHIN RIGHT-OF-WAY WITH CDF PER CITY
OF SPRINGFIELD STANDARDS
DETAIL REF. SHEET NOTES
1. GRADE BREAKS WILL BE INSTALLED AT DRIVEWAY ENTRANCES
APPROXIMATELY 10 FEET BEHIND THE SOUTH A STREET RIGHT OF
WAY LINE, SUCH THAT STORMWATER RUNOFF NORTH OF THE
GRADE BREAKS WILL SHEET FLOW TO THE NORTH AND BE
COLLECTED IN THE EXISTING PUBLIC STORM SYSTEM.
2. SIZES AND LOCATIONS OF DRY UTILITY SERVICE CONNECTIONS -
INCLUDING BUT NOT LIMITED TO POWER, GAS, TELEPHONE, AND
CABLE TV- WILL BE COORDINATED SEPARATELY FOR EACH
PARCEL AT TIME OF DEVELOPMENT.
lqff
800 Willamette Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
ww ff.com
e�*0564NII
%-�
DIGITALLY SIGNED 2022.11.02
17:08:45-07'00'
OREGON
�9T 19 ' P
UPIRATION DATE: 06/30/23
JOB No.:
1800290
DESIGNED BY:
JB
DRAWN BY:
JB
CHECKED BY:
MK
PLOT DATE:
11/2/22 3:47pm
PLOTTED BY:
WMDrriS
DWG NAME:
18@m05.1UTIUYPIAN.dwg
TAB NAME:
C5.1
Ai
SHEET N0.
SCALE 1 INCH - 20 FLET C5.1
20 0 20 40
LCL
LU
\
/
o
N
N
O
O
�
�
N
O
O
�
M Z
U
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L
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0 y
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zz
OCo
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x
D
Ai
SHEET N0.
SCALE 1 INCH - 20 FLET C5.1
20 0 20 40
M
a
N
SO MH -8 (EX)
I RIM=461.83
IE 12"IN=455.63(S)
IE 8" IN=458.88 (SE)
IE 30" IN -055.64 (E)
IE 30"OUT=455.63(W)
`60'SA.E. \ I
I
60' S.A.E. J
may- soo 1a
NL
— SD
� so 17
— so
SDIRT 4
—
AREA = 39,200 9Q. FT 0�.g7\00 ACRES)
/ O L 16' GAT {y
II 1 I�
I
I10' P.U.E. 7' L.T.E
II
I
II
I
1 I 6
I
*D# 30'
TR O
I
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I 21
II I
0
I
I
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u
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DILAPIDATED
F.
CONCRETE SIDEWALI(
w
I
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/
`60'SA.E. \ I
I
60' S.A.E. J
may- soo 1a
NL
— SD
� so 17
— so
SDIRT 4
—
AREA = 39,200 9Q. FT 0�.g7\00 ACRES)
/ O L 16' GAT {y
II 1 I�
I
I10' P.U.E. 7' L.T.E
II
I
II
I
1 I 6
I
*D# 30'
TR O
I
I=II
_— O 1 I
I 21
II I
0
I
I
I I
ss O
SS
N
I
I
u
_55
I
L —
Ss _
RAILROAD SIDING
3
0 KEY NOTES
1 8" WATER SERVICE STUB FOR FUTURE FIRE AND DOMESTIC.
2 LIGHT FIXTURE. REFER TO ELEC. DWGS. FOR ADDITIONAL INFORMATION
3 12" SO STUB FOR FUTURE SERVICE TO PARCELS 3 & 4.
4 CONNECT NEW 12" SO TO EX. SO MH -8.
5 REPLACE EX. 6" SS SERVICE WITH NEW 8" SS SERVICE CONNECTION. INSTALL 8" SS PIPE
FROM EX. SS MH TO NEW S MH -2.
6 PRIVATE S MH -2 (8" OUT) TO SERVE PARCELS 3 & 4.
7 EXISTING PUBLIC FH TO BE RELOCATED.
8 ADJUST VALVE CAP ELEVATION
9 CONNECT TO EXISTING 12"? PUBLIC WATER LINE W/ 12"?X8" TAPPING SLEEVE
10 EX. SMALL DIAMETER DOM. WATER SERVICE TO REMAIN.
11 12" SO STUB FOR FUTURE SERVICE TO PARCELS 5 & 6.
12 CONNECT NEW 12" SO TO EX. SO MH -2.
13 CONNECT NEW 8" SS TO EX. 8" SS STUB. INSTALL 8" SS PIPE TO NEW PRIVATE S MH -3.
14 PRIVATE S MH -3 (8" OUT) TO SERVE PARCELS 5 & 6.
15 NEW FIRE HYDRAND AND VALVE.
I6' CHAIN LINK FENCE I Li CONCRETE PAD
1
� I
ZG '
I
I
I
ELAN KET TYPE TELECOMMUNICATIINS EASEMENT TO
LEVEL 3 COMMUNICATIONS ULC/ W ILTFA COMMUNICATIONS LLC
REC. NO. 2013-041553
I
I
II
I
1
I
_ _ 1
P.U.E. PUBLIC UTILITY EASEMENT
_ AT EX. SS (WIDTH VARIES)
—
_ ss —_ I
OrJ
LOT 5
AREA = 36,676 SQ. FT. (0.842 ACRES)
SS
ss —
O ss SS
- � ss
STRUCTURE TYPE
UTILITY LABEL LEGEND CALLOUT DESCRIPTION
STRUCTURE LABEL FH } FIRE HYDRANT
UTILITY TYPE(S=SANITARY SEWER, W=WATER, FP=FIRE GV w GATE VALVE
PROTECTION, FH=FIRE HYDRANT) HH ■ ELECTRIC HANDHOLE
F�--- STRUCTURE TYPE CALLOUT TEE TEE CONNECTION
XX XX -XX ID NUMBER (WHERE APPLICABLE) MH SANITARYMANHOLE
N. XXXXX'XX LOCATION (WHERE APPLICABLE) MH STORM DRAIN MANHOLE
E: XXXXX.XX
RIM= TP TEST PIT REQUIRED
IE IN = XX.X �� STRUCTURE INFO (WHERE APPLICABLE)
IEOUT=XX.X SS SANITARY SEWER LINE
PIPE LABEL W W WATER UNE
UTILITY LENGTH E E ELECTRIC CONDUIT
UTILITY SIZE TC C TELECOMMUNICATION CONDUIT
F --UTILITY TYPE NG NG NATURAL GAS UNE
+j FP FP FIRE PROTECTION UNE
XXLF-XX"XX FH FH FIRE HYDRANT UNE
S=X.XX% SLOPE (WHERE APPLICABLE)
SO MH -2 (EX)
RIM=462.54
IE 12" IN=456.64 (S)
IE 30" OUT=456.34 (W)
SD STUB -2 J MH -3
RIM=463.37
/ IE 8" OUT=453.99 (N)
I
y I
1
60'S.A.E.
I
1
10' P.U.E. - I
/ LOT 6
i AREA = 20,491 SQ. FT. (0.470 ACRES)
I
— �—
RAILROAD SIDING
I
I
I
1
I �—
SHEET NOTES
DETAIL REF.
1. GRADE BREAKS WILL BE INSTALLED AT DRIVEWAY ENTRANCES
APPROXIMATELY 10 FEET BEHIND THE SOUTH A STREET RIGHT OF
WAY LINE, SUCH THAT STORMWATER RUNOFF NORTH OF THE
GRADE BREAKS WILL SHEET FLOW TO THE NORTH AND BE
COLLECTED IN THE EXISTING PUBLIC STORM SYSTEM.
2. SIZES AND LOCATIONS OF DRY UTILITY SERVICE CONNECTIONS -
INCLUDING BUT NOT LIMITED TO POWER, GAS, TELEPHONE, AND
CABLE TV- WILL BE COORDINATED SEPARATELY FOR EACH
PARCEL AT TIME OF DEVELOPMENT.
3. ALL UTILITY TRENCHES IN THE TRAFFIC LANES, INCLUDING THE
BIKE LANES AND CURBS, MUST HAVE THE TOP 2' FILLED WITH CDF.
SEE DETAIL 1 ON SHEET C6.2
1
I
1
I
I
I
I
I
1q)ff
800 Wlllemette Street, Suite 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
ww ,. Mcom
c,�`���Eo PN eFFs ,
LR -" 56481 P9
PIGRALLYSIGNED 2022'11'02
17:19:360700'
w
�9r
IXPIRATON DATE: 06/30/23
on,
1.
17�J
SHEET N0.
SCALE 1 INCH — 20 FLET C5.2
20 0 20 40
N
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1
10
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1
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No.: 1800290
IJOB
I
DESIGNED BY: JB
I
DRAWN BY: JB
CHECKEMK
D
PLOT DATE:: 11 11/2/22 3:47pm
�—
PLOTTED BY: WMorris
DWG NAME: 180@9005.1UTIUYPIAN.dwg
TAB NAME: C5.2
on,
1.
17�J
SHEET N0.
SCALE 1 INCH — 20 FLET C5.2
20 0 20 40
N
F -
Z
LL
10
/
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SHEET N0.
SCALE 1 INCH — 20 FLET C5.2
20 0 20 40
M
475 1 1 1 H 475
470 3 470
O N
EXISTING `Orn rn
Y r GRADE �d o $z p
y - M 9
465 - N `$ O PROPOSED � E io m m 465
o w GRADE m o F, W w w
460 - - 460
ASSUME 2.43'
MIN. COVER
EX. 24"SD
0+41.3±
455 w 455
EX. 12"W
0+54.8±
450450
450
47 LF - 8"S EX. 18'S
S=2.00%
445 445
-0+25 0+00 0+50 1+00 1+25
SANITARY A PROFILE
SCALE: HORIZ: 1"=20'
VERT: V= 5'
W
V
W
470 - - i _ � 479
ss
i Z 2
� G
a c m e e a n$
Z V N y
C] MYT
465 — mho Z- UD �oiz D 465
O N II V N V Q N- O
N pj II N O
EXISTING m o K W W w w y o w w
GRADE PROPOSED
_ GRADE
460 _ 1-� ASSUME 2.95' - 460
MIN. COVER tr 1
L= _
- j
455 — EX. 15'SD = ll
EX. 30'SD
53 LF-15"SD
S=1.10%
450 EX. 12"W 450
EX. 18"S 0+19.8±
0+26.5± WATER LINE MAY HAVE TO BE
RELOCATED UNDER PROPOSED
15" SD PIPE DEPENDING ON TEST
PIT FINDINGS.
445 1445
-0+20 0+00 0+50 1+00
STORM DRAIN A PROFILE
SCALE: HORIZ: 1"=20'
VERT: 1" = 5'
475
X
470
W
oy
o
2
m
in
4a
v
PROPOSED
in w w
M
a
GRADE
465
o�w
w
EXISTING
N
GRADE
5
Q
M jI`CI N
0
�
(Qpzz
o
0+34.7±
Z'
460
11 N O
O r O M
O
M
465
ASSUME 3.00'
EX. 12"W -
0+41.3±
460
455
88 LF -12"SD
S=1.00°/
450
455
450
445 1 1 i I i445
-0+20 0+00 0+50 1+00 1+20
SCALE: HORIZ: 1"=20'
VERT: 1"= 5'
Elre]
465
EDO]
455
Ell -7101
445
-0+50
470
061"1
460
041
450
-0+50
D+DD S,+DD
SANITARY B PROFILE
SCALE: HORIZ: 1"=20'
VERT: 1" = 5'
:!D]
465
:1:101
455
:!9]
445
1+50
470
460
H&I
470
465
460
455
450
445
.0+25
D+DD D,+SD
RM DRAIN C PROFILE
STORM
SCALE: HORIZ: 1"=20'
VERT: 1"= 5'
X
475
W
Z
o
2
O
in w w
M
470
TEXISTING
GRADE
00
o�w
w
EXISTING
GRADE
5
�
(Qpzz
o
0+34.7±
Z'
11 N O
O r O M
O
M
465
ASSUME 3.00'
MIN. COVER
460
455
450
445 1 1 i I i445
-0+20 0+00 0+50 1+00 1+20
SCALE: HORIZ: 1"=20'
VERT: 1"= 5'
Elre]
465
EDO]
455
Ell -7101
445
-0+50
470
061"1
460
041
450
-0+50
D+DD S,+DD
SANITARY B PROFILE
SCALE: HORIZ: 1"=20'
VERT: 1" = 5'
:!D]
465
:1:101
455
:!9]
445
1+50
470
460
H&I
470
465
460
455
450
445
.0+25
D+DD D,+SD
RM DRAIN C PROFILE
STORM
SCALE: HORIZ: 1"=20'
VERT: 1"= 5'
37 LF - 8"S
S=4.15%
7
J
- EX. 18"S
470
465
460
455
450
t7ff
800 Willamette Street, Suite 400
Eugene, OR 97401
O: 541.664.4902
F: 541.684.4909
ww ff.com
?S�1�EG PNO _ 2099
56481 'A l
DIGIT4lLY516NED 2022.08.15
14:19:26-07`00•
OREGON
79,
M. KF
EXPIRATION DATE 06/30/23
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 8/15/22 2:26pm
PLOTTED BY: jbamit
DWG NAME: IN1P9105.311IRI1YPROFIIES.09
TAB NAME: C5.3
(.41)
F—
Z
W
LU
N / O _ I
o w
� o
O
M Z
U 0 O
jZ N K
m M O
O (D
W 0 N �_
04
Lw z J
O Q
H
0
N
445 SHEET No.
0+00 0+50 1+00 1+10
SANITARY C PROFILE �� .
SCALE: HORIZ: 1"=20' SCALE 11NCH 2OFEFT
VERT: 1"=51
20 0 20 �O
X
W
Z
o
2
O
i ,S Y
+ w
PROPOSED
GRADE ¢
ao
m
m
o�w
w
EXISTING
GRADE
EX. 12"W
0+34.7±
i
37 LF - 8"S
S=4.15%
7
J
- EX. 18"S
470
465
460
455
450
t7ff
800 Willamette Street, Suite 400
Eugene, OR 97401
O: 541.664.4902
F: 541.684.4909
ww ff.com
?S�1�EG PNO _ 2099
56481 'A l
DIGIT4lLY516NED 2022.08.15
14:19:26-07`00•
OREGON
79,
M. KF
EXPIRATION DATE 06/30/23
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 8/15/22 2:26pm
PLOTTED BY: jbamit
DWG NAME: IN1P9105.311IRI1YPROFIIES.09
TAB NAME: C5.3
(.41)
F—
Z
W
LU
N / O _ I
o w
� o
O
M Z
U 0 O
jZ N K
m M O
O (D
W 0 N �_
04
Lw z J
O Q
H
0
N
445 SHEET No.
0+00 0+50 1+00 1+10
SANITARY C PROFILE �� .
SCALE: HORIZ: 1"=20' SCALE 11NCH 2OFEFT
VERT: 1"=51
20 0 20 �O
T'X 2`X II' MIN. STAKES
PLASTIC CHAIN TIE OR
EQUAL IN FIGURE 8
3" DIA x 2' LONG PERFORATED
DRAIN PIPE OR EQUIVALENT
X36" DIAMETER X 30•' DEEP HOLE
FILM BARRIER l-(1•
OR EQUAL� YI 1117�7
CONSTRUCT ROOT BARRIER (3/4" MINUS
CRUSHED ROCK WITH FILM BARRIER OR cz-
EQUAL) WHEN TREE IS PLANTED WITHIN
8 FT OF THE STREET OR SIDEWALK
PLASTIC CHAIN TIE OR
EQUAL IN FIGURE 8
2"x 2`x 8' STAKES
S`h_
2' DA x T LONG
PERFORATED PVC PIPE
LANM/GROUNDCOVER
TOPSOIL VJIA WME
STREET TREE INSTALLATION
SCALE: NTS
SETBACK SIpEWALK
NG CKSAI J
PROPERTY ONE
PUBLIC ln'-rrY E•SENENT
I'll I mi Nap C:OSFp TNAUS'T
FNPM ANYMiMY Aoppg4C8
PLAN -TREES NOGLOSERT X
FI R TREE IS COLUMNAR IN
UTLI-VFEATURES
UTILITY POLE
- '-•
iy"IG ' ie'A
rROM ANY Of L1 rCPNRE
7271, t,"'
_rES EIV(.- DE PLAKTED MYEART
S.
TYPICALLYLY.OECRE45E
ITTLI'EiC WORDERTOMANEREculNU
•^ •'Y.iC --•
NUNM 04 1X01 L
N °� .-u.
.IL, .Ito alU.
BEPI\OCURB ROOTBARRIERS
3' rad. Asph. cone. pvml. (ACP) To be removed
upon extension of cods
9i -Ls' 19E COOSTR JCTE- Al
STREET TREE INSTALLATION
SCALE: NTS
SETBACK SIpEWALK
NG CKSAI J
PROPERTY ONE
PUBLIC ln'-rrY E•SENENT
I'll I mi Nap C:OSFp TNAUS'T
FNPM ANYMiMY Aoppg4C8
PLAN -TREES NOGLOSERT X
FI R TREE IS COLUMNAR IN
FOR" Flia fBTiEETOON'OR
UTLI-VFEATURES
UTILITY POLE
PIAN' TREES NO CLOSER THAN 5 I
8" (MINIMUM) ASPHALT CONCRETE
rROM ANY Of L1 rCPNRE
7271, t,"'
_rES EIV(.- DE PLAKTED MYEART
S.
TYPICALLYLY.OECRE45E
ITTLI'EiC WORDERTOMANEREculNU
•^ •'Y.iC --•
NUNM 04 1X01 L
N °� .-u.
.IL, .Ito alU.
BEPI\OCURB ROOTBARRIERS
3' rad. Asph. cone. pvml. (ACP) To be removed
upon extension of cods
9i -Ls' 19E COOSTR JCTE- Al
?iii O•' ilii 44L} ss��441 �
INEEIS ITANIEUKII-INEFI Cl
- ^-I 0.4' II
TI.E S"RF£T OR SICEVVI IS R_FER
w
TO STANDARD ORAVANG 2.2 =0R
WN
INSTA. AliOr1 CE -All S
or
0T
,..� .9' --1 I
O
T t
FOR" Flia fBTiEETOON'OR
UTLI-VFEATURES
UTILITY POLE
PIAN' TREES NO CLOSER THAN 5 I
8" (MINIMUM) ASPHALT CONCRETE
rROM ANY Of L1 rCPNRE
7271, t,"'
_rES EIV(.- DE PLAKTED MYEART
S.
TYPICALLYLY.OECRE45E
ITTLI'EiC WORDERTOMANEREculNU
•^ •'Y.iC --•
NUNM 04 1X01 L
CJRBSIDe SIU• -WAX
P NILRSDRT -
PUBLIC LT 1,11 Eexseaa M_'`®
RIGY Or WAY(
PROPERTY LINE~
NOTES
• REFER TO STANDARD DRAWING 2-2 FOR INSTALLATION( LAONG)DETAILS
• STREET TREES SHALL BE PLANTE030 APARTTYPICALLY. SPACING MY BE DECREASEDTO 2P I TO ALLOW FOR REQUIRED NUMBER 0 -
TREES,
• STREET TREES SPECIES SFWL BE SELECTED FROM THE CITY'SAPPROVED STREET TREE LIST. REFER TO DESIGN STANDARDS&
PROCEDURES SECTION 6.0
• STREET TREES SHALL NOT 3E PLANTED WITHIN AN EAS34ENT UN LESS THERE IS NO OTHER LOCATION FEASIBLE
TREES PLANTED WITHIN 10 FEET OF THE RIGHT OF WAY WILL BE CONSIDERED STREET TREES 000
AGOPN�fs�/9J
",y46f,9P�FpQ� SPRINGFIELD STREET TREE LOCATION
�.'C
"- OREGON o��,
�r`}Jr,2CV�iNO H_VIaON DATF BY APPR DRAWING
A1A8 V OREGON F"Fe • /�/
TFAeN V ]•TE '140.9 he 2_1
EXP GATE 1231 -TRO 2020 Of
STREET TREE LOCATION
6 SCALE: NTS
En
VISION CLeA W.NCe r
8" (MINIMUM) ASPHALT CONCRETE
RY WITH
TREE VPTHN
7271, t,"'
-[,
"SIMM FI
VISION CLE
CLEARANCE
S.
& ANIII Klid
ro oiz_-2S'PNIId'AIxIVI
'IOP OE CURB
2" THICK WEARING COURSE OVER
PQM TREE AT LEASr25 R
BEPI\OCURB ROOTBARRIERS
3' rad. Asph. cone. pvml. (ACP) To be removed
upon extension of cods
9i -Ls' 19E COOSTR JCTE- Al
8" BASE COURSE PLACED IN W LIFTS
INEEIS ITANIEUKII-INEFI Cl
- ^-I 0.4' II
TI.E S"RF£T OR SICEVVI IS R_FER
w
TO STANDARD ORAVANG 2.2 =0R
WN
INSTA. AliOr1 CE -All S
CJRBSIDe SIU• -WAX
P NILRSDRT -
PUBLIC LT 1,11 Eexseaa M_'`®
RIGY Or WAY(
PROPERTY LINE~
NOTES
• REFER TO STANDARD DRAWING 2-2 FOR INSTALLATION( LAONG)DETAILS
• STREET TREES SHALL BE PLANTE030 APARTTYPICALLY. SPACING MY BE DECREASEDTO 2P I TO ALLOW FOR REQUIRED NUMBER 0 -
TREES,
• STREET TREES SPECIES SFWL BE SELECTED FROM THE CITY'SAPPROVED STREET TREE LIST. REFER TO DESIGN STANDARDS&
PROCEDURES SECTION 6.0
• STREET TREES SHALL NOT 3E PLANTED WITHIN AN EAS34ENT UN LESS THERE IS NO OTHER LOCATION FEASIBLE
TREES PLANTED WITHIN 10 FEET OF THE RIGHT OF WAY WILL BE CONSIDERED STREET TREES 000
AGOPN�fs�/9J
",y46f,9P�FpQ� SPRINGFIELD STREET TREE LOCATION
�.'C
"- OREGON o��,
�r`}Jr,2CV�iNO H_VIaON DATF BY APPR DRAWING
A1A8 V OREGON F"Fe • /�/
TFAeN V ]•TE '140.9 he 2_1
EXP GATE 1231 -TRO 2020 Of
STREET TREE LOCATION
6 SCALE: NTS
L Marked or intended
crossing location
General Notes
1. Place truncated dome detectable warning texture in the lower 2' of throat of ramp
only. Arrange domes using in-line pattern with the direction of travel. Color of
texture to be safety yellow. For construction of sidewalk ramps outside of public
right-of-way, check with State Building Codes for requirements regarding
texturing of flares.
2. Sidewalk curb ramp slopes shown are relative to the true level horizon (zero bubble)
3. In alterations curb ramp slope(.) may be 10% for a max. rise of 6' or 12.5%
for a max. rise of 314". Curb ramps, in alterations, need not exceed 6' in length.
4. Do not slope landing more than 2% in any direction.
5. Sidewalk ramp details are based on CIRS 447.310 and proposed ADAAG Section
14, June 20, 1994.
En
4" CONCRETE
8" (MINIMUM) ASPHALT CONCRETE
lqrff
7271, t,"'
Z
Normal curb
6 +I 6'•I
3j' rad. I y{ rad. $" ad. I
2" THICK WEARING COURSE OVER
CW
L
'ITT
3' rad. Asph. cone. pvml. (ACP) To be removed
upon extension of cods
IIIBASE
8" BASE COURSE PLACED IN W LIFTS
Finish agrade I
r/Sl°pe vac_)___ I^ "'�
- ^-I 0.4' II
r ( a obo y `O Face of curb
(
ti ya
w
III-
L
BOO Wlllametre Street Sulre 400
or
0T
,..� .9' --1 I
O
�
0 0 0
�•�7:
�
Eu enc OR 9)401
9 ,
O: 541.684.4902
F: 541.689.4909
w.kpH.cpm
°p. eo' eo• °•
°°p• °°p • ^°0 '° 0°0 • °°p
oe•°o°oo'°°o'°o•°o°e'°°'°o•°°o'°o•o°o•°o°o•°o•o°e°o•°o'oo•°°•°oo°p °o'°
a°o '.°oa eno °o': 0°0'°°0 "o`o •e .°°°•°0'00.0 °0'°°'°o o° °.°°o'°o
�'e0 a°° uu p°oU•uU e ° ^•O 0'O p•; ap e° °.°o°,a °it •cY•uG •a °iG •op•u(
,°.= °^p•°=a-'OO-aU •.p•O °_° �'°U•u_ °_°'O�_aU•O-•OO_°'OC.o
I'-
Batter 6:1
Bauer 6:1Isis
is
nsion Gutter line
RampwMlh
COMPACTED IT (MINIMUM) AGGREGATE BASE OF
- Joint filler (lull tlep[h) ,
jointPreffinedfull depth)
Var,
TIL
SUBGRADE 3/4'-0 OR 1.0%0 CRUSHED ROCK
0.9
Gurb
1.5'
Banom Of
curb
TRUNCATED DOME
RAMP TEXTURE PATTERN
O z
DETAIL
bee general note I I) (See general note 1 I) CURB ENDING DETAIL
DETAIL
%� ASPHALT PAVEMENT
7
Vac 24' at 30"
L Marked or intended
crossing location
General Notes
1. Place truncated dome detectable warning texture in the lower 2' of throat of ramp
only. Arrange domes using in-line pattern with the direction of travel. Color of
texture to be safety yellow. For construction of sidewalk ramps outside of public
right-of-way, check with State Building Codes for requirements regarding
texturing of flares.
2. Sidewalk curb ramp slopes shown are relative to the true level horizon (zero bubble)
3. In alterations curb ramp slope(.) may be 10% for a max. rise of 6' or 12.5%
for a max. rise of 314". Curb ramps, in alterations, need not exceed 6' in length.
4. Do not slope landing more than 2% in any direction.
5. Sidewalk ramp details are based on CIRS 447.310 and proposed ADAAG Section
14, June 20, 1994.
Effective Date December 1, 2020 - May 31, 2021
$CURB DETAILS
SCALE: NTS
RD700
r< ry DEA°SPRINOFIELOi L4 OP �rcPffin DETECTABLE WARNING TEXTURE
D
3 PEDESTRIAN ACCESS PATHS
,16 3-30
PT OP PUBflC 1rORIr 2rm
DETECTABLE WARNING TEXTURE
SCALE: NTS
SCALE: NTS
eIII
�S���E0 PNOFFss/�2
56481 'P r
0161 [ALLY SIGNED 2022.08.13
14:17:37-07'00'
OREGON
M. 4F
ExPIRATON OATS: 06/30/23
NOTES:
1. INSTALL STRAIGHT ARROW (WHITE) PER ODOT DETAIL TM -05 OPTION SA.
2. INSTALL RIGHT TURN ARROW PER ODOT DETAIL TM -05 OPTION RA.
3. STRIPING MATERIAL TO BE THERMAL PLASTIC OR OTHER HEAVY-DUTY
MATERIAL THAT WILL HAVE RELATIVELY LITTLE MAINTENANCE.
DIRECTIONAL ARROWS
SCALE: NTS
W W W W W W W W W W W v b
air
CURB AND GUTTER
GUTTER ZERO LIP
PAVEMENT
SECTION
DEPRESSED
CURBAREA
91111101111
Irp<�<p�<0*4
ie«<e«
�t♦«aa«44
1 "LL}du4e.1'%eJA
VARIES (10%ESL MAX. I SURFACE SLOPE)
VARIES
JOB No,: 1800290
DESIGNED BY: JB
61,11N. DRAWN BY: JB
LANDING
CHECKED BY: MK
PLOT DATE: 8/15/22 2:27pm
PLOTTED BY: jbaralt
DWG NAME: 1B002915-06.0-0ETAILS.tlw9
TAB NAME: CBD
PLAN
En
4" CONCRETE
I -
SIDEWALK
7271, t,"'
Z
Normal curb
6 +I 6'•I
3j' rad. I y{ rad. $" ad. I
I/' Mas.)
I Top of curb
CW
L
'ITT
3' rad. Asph. cone. pvml. (ACP) To be removed
upon extension of cods
IIIBASE
MATERIAL
Finish agrade I
r/Sl°pe vac_)___ I^ "'�
Rnlsh grade Grade of roadway
�61oPe var.l-- 5loae va
r ( a obo y `O Face of curb
(
ti ya
w
III-
L
SECTION 'A'
- a a __er
t.D_
E�
CC
Batter 6:1
Bauer 6:1Isis
is
nsion Gutter line
USW
z
- Joint filler (lull tlep[h) ,
jointPreffinedfull depth)
m
TIL
r P
_---------_
O. D.O.T. & qty of Portland Standard "H'-16"
1.5'
Banom Of
curb
N
STANDARD CURB MOUNTABLE CURB 6
O z
bee general note I I) (See general note 1 I) CURB ENDING DETAIL
0 y
Va. 24' or ;0°
Vac 24' at 30"
Y. rad. 3;' rad " 0' at curb ramp
n
0
D1
speedy In Plans
61
6- rad I YI
specify in plans
6•+I 1 Yr"
-finish grade
f 4 all < Slope vanes (Slope ver )
V
Q
Ys' rad. I
Barter 6 1 )'s'
3' rad. GUTTER PAN NOTES:
�• utter an noes
ti
T rad
II 9 1
'rad Elope va a�/
Batter 6'I
3'rad. Finlsh grade Slope S.0% normal,
(Slope var.I
Bauer E q
6 r IS c u
g "
ZD
wrier. (
SO" ides, Slope 4.0%maz. at curb ramps.
nc
c
or
a
L see gunner pan notes _ _�L-
}
. -. • - I Batter 6:1 1 Y
see putter pan rrot<s -
d Vary slope as read. fpr, drainage.
Batter 6:1 E Vary where shown m plans, and
)all
qC
°
• - - .I
allowed by JterlsdlRlon.
norm. --{
-:^�--
or spec fiY in plans
CURB AND GUTTER
MOUNTABLE CURB AND GUTTER
LOW PROFILE MOUNTABLE CURB AND GUTTER
(where shown on plans)
i Curb, or
red. Futon sidewalk
1:' Md. Ihla. IY min,)
curb and gutter Curb, or
(type var.) 3" PVC rape.
Finish grade Finish grade
dlape
BYnerc rc4'dJ curb and goner
var.7 #4012"center, (Slope ver.)
i-9 rap Finish grade
�LSlinevar.l _-_-____
• ..-� (TYpe var.)
.� .;
6•rid. 50% SOTi ."rad.
("art dmrrace) 6 (Finished soiled
_ __ _. T -
3•die
-t weep hole
_
-
_-
R' norm., vary Form shelf Into
-.. hennot
-
I !i �y' Finish 9nda
I •.- ClSlope vac,)
as shown on Plans
wlkcurb MAN
curb and sidewalk wall not
or as directed -
be poured at the same time
- l f -=:ave -
5%- �- + --
1 1 a
_ T
♦4®T
centers
' V for Truck Apron 2'+{
Var. - • _ _ _ _
LOW PROFILE MODIFICATION
FOR KEYWAY
VALLEY GUTTER
MOUNTABLE CURB (where shown
on plans) WEEP HOLE DETAIL
(Seeyeneieostrie l l)
(Where shown on plans, and allowed by lurlsdictipn)
este, rope AG._NLA_____ true w, -t _______ 201UL_2020 _____
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET.
NOTE'. A' maxi ane wadme"ehiC than he In aa°manre wuh
rhe morn YLbF.E Suodun E,, nrmmna
S. Taps of all curbs shall slope toward the roadway at I.5%max. (Max. 2.0% Finished
1. Curb exposure = 6- to 9-, as measured venial from flowhne t° highest point on
ova N 9 P
surface slp i unless ctherumse shown, or as directed.
p•
The selection and use ofthis
OREGON STANDARD DRAWINGS
curb. Vary as shown on Plans oras directed. O.D.O.T standard -E'=T-
6. D aversions are nominal, veryto conform with curb machine a
approved by the engineer.
de -
standard Drawing, whileh
signed in aeeordaxe with
2. Const. curb expansion joints at 200' maximum spacing. and at Points of tangency. and at
ends of each driveways.
7. D mensims adjacent to radii are measumd to the point of intersection of curb
generally accepted engineer -
CURBS
I
Ing principles and practices,
O
3. Const no contraction joints at 15' maximum spacing. and at ends of each inlet and curb ramp.
S. For sidewalk details, and monolithic curb & sidewalk. see Std. Dips. RD720 & RD72).
is the sole responsibility of
V
O
4, Tractarians shall be used a connect curbs of different exposures "E'.
9. For Aaimge cLI tee Sm. Owg. Nm01.
the user and should not be 2021
('E" Is the total vertical dimension of those curb surfaces
used Ndfhout canto/ti a oA neve.IsstcarraN
having a slope of 1.1 or steeper). Minimum desirable transition length shelf be 20•
10. For curb ramp details. see Std. Dips. RD900 series.
RegisteredOroSssicnal En-
(ar each 1' difference In "r.
11. On m along state highways, curb and gutter is regwrM at curb ramp.
gineer.
Effective Date December 1, 2020 - May 31, 2021
$CURB DETAILS
SCALE: NTS
RD700
r< ry DEA°SPRINOFIELOi L4 OP �rcPffin DETECTABLE WARNING TEXTURE
D
3 PEDESTRIAN ACCESS PATHS
,16 3-30
PT OP PUBflC 1rORIr 2rm
DETECTABLE WARNING TEXTURE
SCALE: NTS
SCALE: NTS
eIII
�S���E0 PNOFFss/�2
56481 'P r
0161 [ALLY SIGNED 2022.08.13
14:17:37-07'00'
OREGON
M. 4F
ExPIRATON OATS: 06/30/23
NOTES:
1. INSTALL STRAIGHT ARROW (WHITE) PER ODOT DETAIL TM -05 OPTION SA.
2. INSTALL RIGHT TURN ARROW PER ODOT DETAIL TM -05 OPTION RA.
3. STRIPING MATERIAL TO BE THERMAL PLASTIC OR OTHER HEAVY-DUTY
MATERIAL THAT WILL HAVE RELATIVELY LITTLE MAINTENANCE.
DIRECTIONAL ARROWS
SCALE: NTS
W W W W W W W W W W W v b
air
CURB AND GUTTER
GUTTER ZERO LIP
PAVEMENT
SECTION
DEPRESSED
CURBAREA
91111101111
Irp<�<p�<0*4
ie«<e«
�t♦«aa«44
1 "LL}du4e.1'%eJA
VARIES (10%ESL MAX. I SURFACE SLOPE)
VARIES
JOB No,: 1800290
DESIGNED BY: JB
61,11N. DRAWN BY: JB
LANDING
CHECKED BY: MK
PLOT DATE: 8/15/22 2:27pm
PLOTTED BY: jbaralt
DWG NAME: 1B002915-06.0-0ETAILS.tlw9
TAB NAME: CBD
PLAN
En
4" CONCRETE
I -
SIDEWALK
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IIIBASE
MATERIAL
I
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COMPACTED
III-
SUBGRADE
SECTION 'A'
NOTES:
1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED FROM WET
CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1Y," LONG Bi WIDE WITH
THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BEY," DEEP
BYY," WIDE.
2. INSTALL PERPENDICULAR CURB RAMP PER COOT DETAIL RD -910 AND RD -912 OPTION PR -2.
' 5MINIMUM FOR LANDING IN SOUTH A STREET PER ODOT DETAIL RD755.
PERPENDICULAR CURB RAMP
SCALE: NTS
SHEET No.
C6.0
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SHEET No.
C6.0
HOLOPHANE WASHINGTON POSTUTE
LED SERIES LUMINAIRE
HOLOPREDTR ANE KIT and TONCIT LED
REDTROJTi KIT and CITY FIXTURE.
Must nclude photo -call and dimming
control module.
HOLOPHANE WASHINGTON PO57LTTE
LED SERIES LUMINAIRE
WSE2P5040KASBKJ8K40E(P7)
HOLOPHANE WASHINGTON LED RETRO-FTr KIT
to use with Ofy"s Woshngton Rxtures:
WARE7R02P5O40KAS9,Y3NOE(P7) RFD25J976
Washington Pbe ife LED Retrofit 2 (F/ARE7R02).-
Remo .A . PWckogs 50. 4000 Series CCT,
Auto -Sensing Voltage (120-277V) dAock,
Asymmetric Type /e, Spike finial - no other trim.
ROAM deconode to cork with sxisting pbotmvrAtml
hole in housing, DCM to connect fe dxnming
/eels on dnuer and be mounted secumAv to
ddver bracket, P7 receptacle to be used, rimming
leads and extra leads to be copped off
Packaging to be modh'ed to be more secure to
prevent breakage
NOW:
REFER TO ADA REQUIREMENTS
FOR WHEELCHAIR RAMPS.
STANDARD CURB & GUTTER
1. I/4- UP N:MEN WEEP PIPE
f l FIN[Ef a GUEIFR lUn IME
1 � 1/2- III mPGw
J1
MOUNTABLE CURB & GUTTER
ASPHALT CONCRETE PAVEMENT
PETER TO STNM➢
CITY OF SPRINGFEEI.D
DEPT. OF PUBLIC WORKS
6.FaGrim. OR v.•r.
ORWMNC 117EQi
STANDARD
MIAMI
3-11
TYPCP1EAEWNI{
cRassKTMXs
-
I. a0h. IIRIIfIng .t•ndade.
TARED FXJI6M:AfiT
vFN
RAGD rAernro Nvw
�'�
an sAIAMIIo Dua ECAITIe+
FICA i6 L5.1 17 Po] ABG BK
I�I>sWmsmaws6
1enLeelrwlttx
REFER TO DETAIL 1 SHEET C6.1
FOR ASPHALT CONCRETE
PAVEMENT SECTION.
SINOIOOSt1E
r
1 `1PWN�IMrPIMaau®Amt ( /
EXTRUDED CURB FULL DEPTH CURB
IaYir eKL IR WNIFP YKATIEP
aanRPTCK osEWwvATE Ae aPacTm N
6" RD`wc�MaTWIm PiamINPLuMNs
NN®MR 6C1061111N111W 111Y
1• T11CILr
Ijr RAD. ` 4t"` PORTLAND CEMENT CONCRETE PAVEMENT
I6FENi0 GtNEMPO
/ DMM M ll} d
6• `AD os`m C•Cr4
16• .� — iRINNRBIFIEON
LP aSA9® II
Irm.
.� -. R •1RIIC11ro V/,YM rNP�IllwsaalrmlalNe
NOTE: NEEP IMUS STILL B Fl ADD AT 75' O.C. 014 OIBM SPECIFIED nNDLRocUm+
IFFFA ID 6t0PF 35 r
REFER TO STD. M. N[rER TO sm Dw. s -+z FOR INSIALu1DN BDAs N IIEIE nEnrnnRAaru.AwT ardgwa6le DDM I �W ►
3-12 FOR IND. M. CONSTRUCTION. Puff CONTRACTION MIT DO A N FICIT RPR °" P /S_MN F AErettostotMPaEL -
- .
USE DRIVEWAY / l CONTRAC71ON JOINTS-F�'-�-
,` 15 FEET O.C. MAX------------ {
4- NECK P.C. 510[WAIX M
BLTOIM
E- NKK [OAC. KM APPFOACN
AT QIIaE 2Y, MI+.
-e• . ;�., •d \\���/ �/•� s71Is
SECTION
SECTION AT
CENTER OF DRIVEWAY
CONCRETE CURB RETURN - DRIVEWAY APPROACH
SCALE: NTS
SPISE AL.WINIJURNM
ENIGMATIC
DL4ss RFFRACTOR
r PRISAMTIC
GLASS RBMLTOR
� LVMINAIREIIGISNG
GET SCREWS
SLIP FITTER FOR
T,
TENON
HOLOPHANE WASHINGTON POSTLITE
LED SERIES WMINAIRE
HLKOPHANERTN
CITY OF SPRINGFEEI.D
DEPT. OF PUBLIC WORKS
6.FaGrim. OR v.•r.
TYPICAL
P.C. CONCRETE
CURB RETURN DRIVEWAY APPROACH
-
STANDARD
MIAMI
3-11
Felea must be 17 in heght w
16' In h.lght when n.Ousc.r
CONCRETE CURB RETURN - DRIVEWAY APPROACH
SCALE: NTS
SPISE AL.WINIJURNM
ENIGMATIC
DL4ss RFFRACTOR
r PRISAMTIC
GLASS RBMLTOR
� LVMINAIREIIGISNG
GET SCREWS
SLIP FITTER FOR
T,
TENON
HOLOPHANE WASHINGTON POSTLITE
LED SERIES WMINAIRE
HLKOPHANERTN
E
ALUMNUM POLES:
.cAllerer�uar�ava yr
Felea must be 17 in heght w
16' In h.lght when n.Ousc.r
d
O
I. a0h. IIRIIfIng .t•ndade.
SmtWALK DW l5'WID 5(AWApNG--Y ,
(617EMNK SHAFT)
(4) ANCHOR BOLTS (ASTM AJC])
MDA 12 UE 17 Po] ABG BK
21• USING; WH 3-1/4' HOOK. .
SNX T OM AETER AS FECIMAMFNOfD
FICA i6 L5.1 17 Po] ABG BK
BY• THE WWwxIURER
4
C J k
MOAT 2 FJS7P07 LAB BK
9
NDA I6 FATS17 PO] LAB BK
U Tal
(4) 14 /POPS DW AT*C AFS.
ea
J• am arAavM:r (r1P.J
...
SIDEWALK CURB
• .. .� � srRErr
GALMarmeD BM•.D sTErL
AS REA55 IX3V[YAr.
.Fl7r AS ENAMED
K JC FT GwSm,O RW
DOWOED M CONNRT TO PRO"
e Er OF OON`S T AVOW SNL
OrcmarrvF PIXr AxLsr er AwiaYa m >Hr
CROUM AtlO.
DE.CDRATIVE STREET LIGHT
SETBACK SIDETALK INSTALLATION
MAL^RE7£la/N111pN/._ _ I
(ATE H Av OUR /OUeJ
POLE BASE A3- HAS FOUR 2- s 1- -11' SO HOLES . Po: ACCOMMODATES
J/•' . n- K r ANCHOR IJOLTs N e' -1t• BOLT DRCLE.
ANCHOR RASE ASSEMBLY
/77
I XzScAAnw Par Nu1T er samAki, m INE
GROSWD ROD
DECORATIVE STREET LIGHT
CURBSIDE SIDEWALK INSTAUA770M
Aem avec r W aus
As I �rt Axrt •wi .-mgr w
Ae•v Name•
M m wA.Fs my mlWmaAArm
6 DECORATIVE STREET LIGHT DETAIL
SCALE: NTS
E
GMUNO ,ND
.cAllerer�uar�ava yr
erWPro m
wRodn ro
d
O
PANJWOE B fT
x IO
tY aMITACr
Mil]/ SLW.
RI G
A. I.RaYM9
AtlD
MAL^RE7£la/N111pN/._ _ I
(ATE H Av OUR /OUeJ
POLE BASE A3- HAS FOUR 2- s 1- -11' SO HOLES . Po: ACCOMMODATES
J/•' . n- K r ANCHOR IJOLTs N e' -1t• BOLT DRCLE.
ANCHOR RASE ASSEMBLY
/77
I XzScAAnw Par Nu1T er samAki, m INE
GROSWD ROD
DECORATIVE STREET LIGHT
CURBSIDE SIDEWALK INSTAUA770M
Aem avec r W aus
As I �rt Axrt •wi .-mgr w
Ae•v Name•
M m wA.Fs my mlWmaAArm
6 DECORATIVE STREET LIGHT DETAIL
SCALE: NTS
CURB END TREATMENT
6 EXPANSION JOINT
4 "•HIM
NOTES
CURB RADAUS
SHs
E pdr
SSjZV44,
n fKi 'NMDEoDs
A, W1ER! CONCRETE PNWO WILL BE USED. CONIRACIIDN JONES SHALL BE PLACED TO MATCH IPANSWW CONTRACTION JOINT LOCATIONS N STREL
PAVEMENT AND 2e 15 REEIAR TE BARS SHALL BE PLACED N GREEN COMPETITIVE
# CURB AND WITA SURFACES STALL NWS A BPAOM F64SH PARAS TO THE LENGTH OF THE CURB
*
SIDEWALKS. ACCESS RAMS. AND TESDENIIIL UIWETa1S SHML BE 7000 PSI FIELD SIRENCIH (3150 PB IAB SiREN07X) CO SACK MO CONCRETE
* CURBS At COYMERCAL DRNEWAYS SHILL BE 3500 PS BOD STRE m (4025 PA CAB STRENGTH) 6.3 SO Yd CONCRETE
NO avtt� rTE °Y
E
Rw..n.n hebw.
CallwonyNb
.cAllerer�uar�ava yr
d
O
NO Pattbdl Uty EAFI 2016
IENA
JQL
Q�
U Tal
O
ea
IF R,0
�,oy
�S�cRGD
99�
y5 i9°j0�'~
DP OAfE 1241A21
Sta"ard Draring 6.24d
NG LiGALE
CURB END TREATMENT
6 EXPANSION JOINT
4 "•HIM
NOTES
CURB RADAUS
SHs
E pdr
SSjZV44,
n fKi 'NMDEoDs
A, W1ER! CONCRETE PNWO WILL BE USED. CONIRACIIDN JONES SHALL BE PLACED TO MATCH IPANSWW CONTRACTION JOINT LOCATIONS N STREL
PAVEMENT AND 2e 15 REEIAR TE BARS SHALL BE PLACED N GREEN COMPETITIVE
# CURB AND WITA SURFACES STALL NWS A BPAOM F64SH PARAS TO THE LENGTH OF THE CURB
*
SIDEWALKS. ACCESS RAMS. AND TESDENIIIL UIWETa1S SHML BE 7000 PSI FIELD SIRENCIH (3150 PB IAB SiREN07X) CO SACK MO CONCRETE
* CURBS At COYMERCAL DRNEWAYS SHILL BE 3500 PS BOD STRE m (4025 PA CAB STRENGTH) 6.3 SO Yd CONCRETE
NO avtt� rTE °Y
CITY OF SPRDLGMD
SPRINGFIELD
DEPT. OF PUBLIC WORKS
CURB &GUTTER
TANllMC
3-5
2018
NO Pattbdl Uty EAFI 2016
CURB AND GUTTER
SCALE: NTS
:�.�aA tiVONa m.�LSs - ww�A zo w.�aA s�oT�NLIax �WmnA l5 MTM cEAnER nil
�YNO\\1 PER PWiS
IM
r� AIN Ilk KU
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W\CAT FXPNCS'FM TVA% % CURB ROAM POS96�i
CURBSIDE SIDEWALK
DEi1P EA6tMG , uA. a SLOPE M
NRIG DU18 a om[P 51111w FPF h2 AWS (5' TerAU f MA - 14 '
dvLOAM
4 ' 2" MINIMUM OF 3/4- MINUS
if FIRM001EACIID S6(RlDE COMPACTED CRUSHED ROCK
CRUSHED ROCK BALLAST t' MIMMUM P.C. CONCRETE
RAIDED HRR TO STREET PAVEMENT
0
SETBACK SIDEWALK
IN : IV MAK SLOPE TO PROPERTY UNE
so t
Typ� SLOPE
. NNF LVB . RnRF AIAFp STb •MI PIF PMI6 I•Y iMfrt) 91E.IIR .DN RR qN6 D nNUO
C
�, 4•rlLb '• \\ 16' MINIMUM
Cgx7 ITTrr `FWI COYPAM SIBGR
�llJ IY 2- MINIMUM OF 3/4- MINUS—
CRUSHED ROCK BALLAST COMPACTED CRUSHED ROCK
PLACED PRIOR TO STREET PAVEMENT
4 MINIMUM To C. CONCRETE
"ICTES I
T NO AOVECOUND FACILITES IFRE M9RWIS• POKR POLES. CATCH BASER, TALKS. J -BALES, ETC.) SIMILE BE PERMITTED WITHIN THE SOEWALK AREA
4 Al SURFACES SHALL HAVE A BOOM TWA
E SNkWAMS, ACCESS RAMPS. AND RESDENHI. OIMIM15 9WL B MOD PSP FIELD SIRE" (3150 PS LAB STRENGTH) 60 SACK MX CONCRETE
I. CURBS & COIAMERCK DRINMYS SHALL BE 3500 PSP FICUT STRENGTH (4025 IS TAB STRENGTH) 6.3 $ACH MIX CONCRETE
Ro REv,BIBI Nu[ Er
C17Y OF SPRINCFIIB]!D
SPRINGFIELD
DEPT. OF PUBflC 1IORKS
SIDEWALK CONSTRUCTIONDRAM
3-12
2009
b
SIDEWALK CONSTRUCTION
SCALE: NTS
� F7MaAAR Y1.1WAaeAEDNed I
IEEARNFIa Tp EFumPAclm ssmADE +N x•,sacR r`w_.;.,:.,. ,
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CONCRETE PAVEMENT JOINTING NOTES LEL ^FmY"e°E°r°Rm'"ron�Auoir�nnE
_ EIBQC /Ja IFRNF AID, 11ptUltln•
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IYNWLY
NOTES
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•
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• EA�9MJI IpaSF65XNlF SlVI1B :MC+IIfA IFPNRTF M]o1fNiD rRalOat[
• �xrc;mssanw tunPnIL. w..�z>ro�v.: a�.m,.muara
`�`' aGINaF�/p5 SPRINGFIELD TYPICAL SECTION
P STREET PAVING
AUNPP OREGON _ 3-1
FIDaATE 1741-7070
TYPICAL SECTION STREET PAVING
SCALE: NTS
DO NOT USE THIS DETAIL FOR STANDARD CURB REMOVAL
REFER TO STANDARD DRAWING 3-7
SAWCUT 4- DEEP (MINIMUM) M
°
i
/ 1 FT MINIMUM
3
A>
0pR
4
(1) REPLACE CURB & GUTTER
(2) SAWCUT 4" DEEP AS NECESSARY TO
PROVIDE UNIFORM BONDING FACE
3 FT MINIMUM
• (3) TACK COAT BOTH
4" MINIMUM OR MATCH EXISTING IF "PFA7,
(4) PLACE HOT MIX ASPHALT AND USE MECHANICAL COMPACTION
EQUIPMENT TO ACHIEVE REQUIRED DENSITY
(5) SEAL ALL JOINTS WITH POLYMERIZED ASPHALT AND SAND TO AVOID PICKUP
NOTES
* EASING CURER BW 51AL1 NOT BE REMOVED VIM PBOR APPRCNW BY 111E CITY
* CURB CUR WCN SHAUL BE N ACCCROI CE WITH PERMIT
* REFER 10 SPRNGI7ELD STANOWD SPECIFICATIONS FOR R010Ae STRUCTURE COMPACTION REST EMFNTS
* SIDENIKS. ACCESS PAWS. NE RESDOBPL DRMERMYS SHALL B 3000 PST FIELD STRENGTH (3150 PSP IAB STRENGTH) 6.0 SICK MX CONCRETE
* CURBS & COMMERCIAL ORVEWAYS SHALL BE 35M PSP FIELD STRENGTH (4W5 P4 IAB STREAK IN) 6.3 407{ IDC CONCRETE
ND REv,s®I NAJC rt
CTI7 OF SPRINGFIELD
SPRINGFIELD
D6P'F. OF PUBLIC I/DRKS
CURB & GUTTER
REMOVAL & REPLACEMENT
STANDARD
DRAFRlC
3-8
2003
u
CURB AND GUTTER - REMOVAL AND REPLACEMENT
SCALE: NTS
lcpff
800 Willamette Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
www.k ffxcsn
.NS���ED PN OFess/Oy
4r 56481 -P r
DIGITALLY SIGNED 2022.G8.15
u:1e:aR-oroa
OREGON
'mss �• 19
M
IXPIRATp • 06/
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 8/15/22 2:27pm
PLOTTED BY: jbatelt
DWG NAME: 180029006.0-DEETAILSAI
TAB NAME: C6.1
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SHEET N0.
C6.1
CONCRETE COLLAR REQUIRED OUTSIDE
OF PAVED AREAS, OR AS DIRECTED BY
WSC ENGINEERING SEE SID. DETAIL
WL16.1 FOR CONCRETE DETAILS
6. 910 VALVE BOX LID
GRADE
4 (MAX.) - 14 GA. SOLID
8" ASTM 3034 PVC PIPE t 6" 910 VALVE BOX COPPER BLUE LOCATE WIRE
VALVE BOX RISER iFr°
CENTERED OVER OPERATING u,
NUL CUT TO LENGTH AS °>f CUT NOTCH OR DRILL HOLE TO INSERT
NEEDED '� ! LOCATE WIRE 20" BELOW FINAL GRADE.
USE CAUTION TO NOT DAMAGE WIRE
SELF CENTERING VALVE WHEN INSTALLING VALVE BOX
COVER VC212
I 14 GAUGE SOLID COPPER
WATER VALVE i BLUE LOCATE WIRE TLP. C
U
INSTALL JM DIRECT BURY SPLICE KIT PERS
MANUFACTURER'S INSTRUCTIONS. TYP. ALL 3M OBR/Y-6 DIRECT
BELOW GRADE WIRE SPLICE LOCATIONS SPLICE KIT TYP.
WIDE X 1 $' DE
F POCKET
�6 ROD
WIRE SPLICE DETAIL I
REFER TO NOTES ON BACK
07" INSIDE
07 Yz" OUTSIDE
MODEL 91018" FLANGE UP VALVE BOX AND COVER
L�ENGINEERING:
LE: N.T.S- WATER DIVISION STANDARD DRAWING [RAWN(, fNUMEE-
WN BY: -SB W1.1V
STRUCTION: J VALVE TILE INSTALLATION yr V
VL 9'RINI'lIf 1 11.II IIT Olue.� P,ND WIRE SPLICE DETAILREVISED.03-16-20: I
eerma $190ACrC9 row FF DWG. No Ff
GATE VALVE
SCALE: NTS
a 30
24"
16" � �g4 BAR t6"s TYP
FG
} .
qrTf4
BAR 16"0 TLP.
6000 PSI CON RETE
HIGH/EARLY (CRUSH COMPACTUS ED
J1
ROCK REQUIRED)
6" MODEL 910 VALVE BOX
Z 8" ASTM 3034 PVC
PIPE VALVE BOX RISER
11 PER STD. DWG. WI. F6
VALVE BOX SECTION 16 BAR CONT TYP
® 16" MIN OVERLY^
W
z
O
16" MLN OVERLAP TYP.--
VALVE BOX PLAN VIEW
STANDARD METER BOX METER BOX COLLAR
10" 5"
TYP, CLR. J4 BAR CONT. TYP,
ALL SIDES TYP.
11 1
__FC
� COMPACTED MINUS
PHIGHIEARLY
NCRETE
(CRUSH
n ROCK REWIRED)
z
METER BOX SECTION
FACING FRONT REFER TO NOTES ON BACK
SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER
DRAWN BY: LSB VALVE LID AND METER W1w16.1
CONSTRUCTION: 41.E BOX CONCRETE COLLARS
ENGINEERING: :�1'L srlewcFlELDunurvDwARD [R—EVISED:03-18-2021
n".r. - vnr - FF DAG. No, N/A
VALVE LID
SCALE: NTS
SLOPE SHELF 1:12
ALL AROUND
SMOOTH FINISH
CHANNEL TO 3/4
\ / VERTICAL HEIGHT
OF PIPE
1:12 SLOPE MIN.,
TYP.
NOTES:
1. BASED MAY BE PRECAST OR CAST IN PLACE.
2. ALL PRECAST SECTIONS SHALL CONFORM TO
REQUIREMENTS OF ASTM C-478.
3. CONCRETE SHALL BE COMMERCIAL GRADE.
4. CHANNELS SHALL BE CONSTRUCTED TO PROVIDE
SMOOTH SLOPES AND RAIDII TO OUTLET PIPE.
5. EXTEND PIPE INTO MANHOLE AND GROUT SMOOTH.
PIPE(S) MAY EXTEND 2" MAX BEYOND THE
INTERIOR MANHOLE WALL.
MANHOLE BASE - STANDARD
4 SCALE: NTS
VALVE ALE INSTALLA
PER WI. 16
O
ti
W
z y 6" CA TE
g VALVE TLP.
SE
c3 SEE NOTE 11�
o TLP.
H
N
SEE NOTE 12 TYP.
SECTION A -A
WASHED '/ MINUS OR
CLEAN GRAVEL AROUN
HYDRANT WEEP HOLES
-APPROVED MJ
RESTRAINT TYP.
-6" WATERLINE
PLAN VIEW
NOTE:
CUT ROUND HOLE IN PAVEMENT.
PLACE MANHOLE COVER AND
FRAME AT FINISH GRADE.
PRESS PVC AND FRAME INTO
MH CONE TO SEAT.
FRAME AND COVER:
INLAND FOUNDRY CO. OR EQUAL
FRAME ............. .... NO. 802
COVER _............... NO. 802-2
A SLEEVE: USE APPROVED POLYMER
SEALANT MATERIAL. PREFERRED
27' PVC, HDPE, OR OTHER AS
APPROVED BY ENGINEER
STANDARD MANHOLE DBtLUG
FRAME AND COVER ADJUSTMENT
K�>ti ll�a.�ti •��� 4-1A
BPT. or euauc roRxs � °ew"� �II
STANDARD MANHOLE FRAME AND COVER ADJUSTMENT
SCALE: NTS
2 X
N �
%2
ma
0
'ot �t o'
Lou
o Q
z 6" TEE TYP. REFER 70 STD. DWG Wi.17J COMPACTED s/°�
FOR TYPICAL PIPE TRENCH M1NUS TYP.
FLANGED CONIVECAON SECTIONS
TIP. .'.'.'. .'.
m
.'.'.'
2 .. . .'.'.'
ro
CURB & GUTTER
SIDEWALK
REFER TO NOTES ON BACK
CURB & GUTTER
PLAN VIEW
SCALE: N I, - - WATER DIVISION STANDARD DRAWING DRAWN
DRAWN BY: LSB FIRE HYDRANT W1*14
"nNSTPI ICTI!1nI: INSTALLATION
xoARD REVISED:03-18
M„ Lf, IJ21 1.11d Gv nd.b FF DWG. No
FIRE HYDRANT ASSEMBLY - M
SCALE: NTS
RESURFACING MATCH
EXISTING PAVEMENT
SECTION
EXISTING AC SAWCUT—
PAVEMENT UNE
w
=
24"
JOINT SEAL
12"-18'
o
z
W/ APPROVED
1
POLYMERIZED
za
ow
SEALANT
BROOM
FINISH
FRAME & LID
FLUSH WITH PAVEMENT
PAVEMENT
g z
6,000 PSI EARLY
11, e •
'-r—I� I
.�}
STRENGTH
w nie
°
CONCRETE
t` ,.
•�
w
w
Ud
-
• III
#4 REBAR (HOOP)
°
�a
m
HOOP
r w
%42'
-
J
J x J
U
8 O.C. 3" MIN.
gg
25" DIA MIN. I.D.
12"
COVER TOP &
zea
ED
28• DW. MAX. I.D.-
BOTTOM
•e•• a
°•"
SLEEVE (SEE NOTE)
I`
fff
USE POLYMER
4"MIN.
1`
SEALANT AT
V
/
CONE &FRAME
I 6" TYP.
MH CONE
SECTION A -A
WASHED '/ MINUS OR
CLEAN GRAVEL AROUN
HYDRANT WEEP HOLES
-APPROVED MJ
RESTRAINT TYP.
-6" WATERLINE
PLAN VIEW
NOTE:
CUT ROUND HOLE IN PAVEMENT.
PLACE MANHOLE COVER AND
FRAME AT FINISH GRADE.
PRESS PVC AND FRAME INTO
MH CONE TO SEAT.
FRAME AND COVER:
INLAND FOUNDRY CO. OR EQUAL
FRAME ............. .... NO. 802
COVER _............... NO. 802-2
A SLEEVE: USE APPROVED POLYMER
SEALANT MATERIAL. PREFERRED
27' PVC, HDPE, OR OTHER AS
APPROVED BY ENGINEER
STANDARD MANHOLE DBtLUG
FRAME AND COVER ADJUSTMENT
K�>ti ll�a.�ti •��� 4-1A
BPT. or euauc roRxs � °ew"� �II
STANDARD MANHOLE FRAME AND COVER ADJUSTMENT
SCALE: NTS
2 X
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z 6" TEE TYP. REFER 70 STD. DWG Wi.17J COMPACTED s/°�
FOR TYPICAL PIPE TRENCH M1NUS TYP.
FLANGED CONIVECAON SECTIONS
TIP. .'.'.'. .'.
m
.'.'.'
2 .. . .'.'.'
ro
CURB & GUTTER
SIDEWALK
REFER TO NOTES ON BACK
CURB & GUTTER
PLAN VIEW
SCALE: N I, - - WATER DIVISION STANDARD DRAWING DRAWN
DRAWN BY: LSB FIRE HYDRANT W1*14
"nNSTPI ICTI!1nI: INSTALLATION
xoARD REVISED:03-18
M„ Lf, IJ21 1.11d Gv nd.b FF DWG. No
FIRE HYDRANT ASSEMBLY - M
SCALE: NTS
RESURFACING MATCH
EXISTING PAVEMENT
SECTION
EXISTING AC SAWCUT—
PAVEMENT UNE
w
PAVED UNPAVED
AREAS AREAS
rDETECTABLE
WARNING TAPE
CER WARE
lqrff
800 Willamette Street, Suite 400
Eugene, OR 97491
O: 541.684.4902
F: 541.684.4909
www.k"H.com
56461
DIGITALLY SIGNED 2122'
14:OE
OREGON
6" I D I 6." Vi
NOTES: MIN. MIN. UPIMTONDAM 06/30/23
1. TRACER WIRE SHALL BE BLUE FOR WATER, GREEN FOR SEWER AND STORM
SEWER. TRACER WIRE SHALL BE 12 GAUGE. RACER WIRE SHALL BE EXTENDED
INTO AND LOOPED INSIDE ALL VALVE BOXES, MANHOLES AT THE RIM (NOT PIPE
PENETRATIONS) AND CATCH BASINS.
TYPICAL PIPE BEDDING AND BACKFILL
SCALE: NTS o
F
lift• IRr
PAM s o 0'
suers - 1
nuo r[Es - oas
Y
TOR
1111 Prc CONKC olr
10 mW*vm sru
r aamc
M KM
an Im
PUG /
� J
INLAND FOUNDRY CO. INC.
OR EQUAL
RING.......... NO. 802
COVER...—NO. 802-2
.a
long
AM
s Ile e VARWdi :G..
.. Pff fiCl BAY Ili 11I�11
STANDARD MANHOLE
STANDARD MANHOLE
SCALE: NTS
STANDARD MANHOLE
ALL M6 MLlM ,Errs
$I r IIIA
uu r r,la mr
Rat-F�sFK
01 AI MUM
IF
4-1
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 8/15/22 2:27pm
PLOTTED BY: jbaralt
DWG NAME: 1800290-06.0-DETAILSAwg
TAB NAME: C62
F-
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PAVED UNPAVED
AREAS AREAS
rDETECTABLE
WARNING TAPE
CER WARE
lqrff
800 Willamette Street, Suite 400
Eugene, OR 97491
O: 541.684.4902
F: 541.684.4909
www.k"H.com
56461
DIGITALLY SIGNED 2122'
14:OE
OREGON
6" I D I 6." Vi
NOTES: MIN. MIN. UPIMTONDAM 06/30/23
1. TRACER WIRE SHALL BE BLUE FOR WATER, GREEN FOR SEWER AND STORM
SEWER. TRACER WIRE SHALL BE 12 GAUGE. RACER WIRE SHALL BE EXTENDED
INTO AND LOOPED INSIDE ALL VALVE BOXES, MANHOLES AT THE RIM (NOT PIPE
PENETRATIONS) AND CATCH BASINS.
TYPICAL PIPE BEDDING AND BACKFILL
SCALE: NTS o
F
lift• IRr
PAM s o 0'
suers - 1
nuo r[Es - oas
Y
TOR
1111 Prc CONKC olr
10 mW*vm sru
r aamc
M KM
an Im
PUG /
� J
INLAND FOUNDRY CO. INC.
OR EQUAL
RING.......... NO. 802
COVER...—NO. 802-2
.a
long
AM
s Ile e VARWdi :G..
.. Pff fiCl BAY Ili 11I�11
STANDARD MANHOLE
STANDARD MANHOLE
SCALE: NTS
STANDARD MANHOLE
ALL M6 MLlM ,Errs
$I r IIIA
uu r r,la mr
Rat-F�sFK
01 AI MUM
IF
4-1
JOB No.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 8/15/22 2:27pm
PLOTTED BY: jbaralt
DWG NAME: 1800290-06.0-DETAILSAwg
TAB NAME: C62
F-
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SHEET No.
C6.2
tlz:��PIPE
2" GALVANIZED
CAP
SEE DETAIL �—
'A' (FOOTING
NOTES)
(2) 5/16" X 3"
PLATED HEX
BOLT AND NUT
WITH (2) FLAT
WASHERS.
2" RIGID
GALVANIZED
SCHEDULE 40
STEEL PIPE
30" MIN.
SETBACK SIDEWALK
SIGN INSTALLATION
�6" MIN. PCC
Install all signs with
vandal -resistant set screws
Use two -sign
bracket for 5 4 lst S t
8" signs \ _
only. \
Stellar way
12" Flat �� MOUNTING
Clamp ED TAILS
bracket FOR
8" SIGNS n
MALLEABLE BA5
COUPLING FLUS
WITH SIDEWALK
GRADE LEVEL
WITH 2' PIPE
FOR VERTICAL
PLUMB
DETAIL 'A'
FOOTING INSTALLATION NOTES
O INSTALL 2" SCHEDULE 40 RIGID ® INSTALL 1/4" X 8"
GALVANIZED STEEL PIPE. STEEL PfN (Spike)
02 INSTALL 2" THREADED, GALVANIZED,
MALLEABLE IRON PIPE COUPLING,
(CLASS 150) WITH TOP SET FLUSH
AT FINISHED GRADE.
O INSTALL 2" RIGID GALVANIZED STEEL
PIPE TACK WELDED TO COUPLING TO
PREVENT TURNING.
One 2 -sided 12"
sign mounted with
�
12" clamp post top
28th' St
3" Typ.---1 l I \
I I Two 1 -sided 12"
MOUNTING 9
I signs back -to -b
I
DETAILS mounted to sign
_
FOR 12" past.
9' MIN LOCAL
0' COLLECTOR
CURBSIDE SIDEWALK
INSTALLATION
Tack Weld coupling to
pipe in two spots.
THROUGH STEEL PIPE O
a f
O INSTALL SIGN BASE N
ASSEMBLY IN CLASS 3300 4
PORTLAND CONCRETE
USING 2' MIN. GUIDE ROD
TO INSURE SIGN POST WILL
BE VERTICAL. 'l�f
I I
L L
Daisy
WITH DESCENDING LETTERS
ROADSIDE SIGN INSTALLATION DETAIL
SCALE: NTS
NOTE: BEFORE INSTALLING A SIGN
BASE CONTACT CITY TRAFFIC TO
REQUEST A MARKED SIGN LOCATION
CALL (541) 726-3753
DRAWING NOT TO SCALE
NOTE: ALL EYEBOLTS, BOLTS, NUTS, AND
WASHERS SMALL BE GA.V. STEEL UNLESS
NOTED OTHERWISE, ALL SET SCREWS SHALL
BE MIN. DIA 1/4" STAINLESS STEEL WITH
SWARE OR HEX HEADS.
SIGN LOCATION
DIMENSIONS IN INCHES
A
B
C
D
E
F
G
H
J
K
I L
LOCAL
24 MIN148 MAX
8
0.5
2
4C
3C
3 MIN
3
1 1.5
11.751
COLLECARTERI L!54OR > 3PH
ARTERIAL15 40MPH
60 MAX
12
0.5
3
6C
4C
o �p
"
iT
4.5 MIN
4
1.5
2.75
LOCAL ROADSIDE STREET SIGN EXAMPLES
B" FLAT 0.125 ALUMINUM
24" MINl48" MAX'
2"
g• Street
• 0.5" i
3" MIN W MIN 3" MIN CUL-DE-SAC
8, A Oregon Way
WITH DESCENDING LETTERS
Notes.
1. Roadside sign legend shall be'C' Series.
2. Sign blanks shall first be sAeeted using white, 3M Diamond Grade V.I.P.
material (Senes 3990)
3. Next apply green'elecuccut'film(E.C. Series 11771 using a'revwse cur
(negative image) process.
4. Apply the E.C. film, with the cut legend reproved, over thewhile sheeting
base
5. Legend shall be centered on the sign balks and shall be laid but using the
dimersbns shown in the Chad above.
Standard Abbreviations:
S (SOUTH) Ave (AVENUE) Pkwy (PARKWAY)
W (WEST) BNd (BOULEVARD) PI (PLACE)
C1 (COURT) Rd (ROAD)
Or (DRIVE) SI (STREET)
Ln (LANE) Way (WAY)
Lip (LOOP)
COLLECTOR ROADSIDE STREET SIGN EXAMPLES
12" FLAT 0.125 ALUMINUM
6. Legend heights
6.1 All'lerli streets IA - Z): use V levering and 4' supplementary
lettering (Streel, Avenue. Road)
6.2. AI'numbered'streets(1st-99(h): use 4' number with 3' convention IN,
S) and r abbreviated road type (SL Ave, Rd)
63. Ail 'named'streets (Virginia, Water): use 4" letters and 3' abbreviated
road type (St, Ave. Rd)
6.4. AI'aderial' ar'cbllectbr'type streets 7mrsponation System Plan -
TSP): use 6' and 4' legend
6.5. All Total' type streets (those rot listed in TSP): use 4' and Y legend.
SCALE: NTS
I DaISV St '
WITH DESCENDING LETTERS
75"
7. Typical installation of roadside signs includes 24ch bountl lube caps with
90 -degree angle brackets on 2 -inch round steel posts. See Roadside
Installation 15-18. Use 124nch blade mounts.
8. See Springfield Standard Drawing TSD5_18 Roadside Sign Installation Detail
for tooling, pole, and sign bracket details.
9. Sign widths vary with legend. Where site constraints limit available space,
reduced letter height. font series, Ine spaarg, or edge spacing wll be
considered. Retluc9ons in spacing between letters or words Is not permitted.
10. Signs on the same assembly must be of the same blank height and the larger
Of the functional class.
800 Wlllarn t Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
www.koH.c"m
e
OF1 -P r
DIGRALLY SIGNED 2022'08.15
14:05:54-07'00'
OREGON
�• 19
M.
EXPIRATION DATE: 06/30/23
JOB NO.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 8/15/22 2:27prn
PLOTTED BY: jbaralt
DWG NAME: 180029P0S0-DETAILS.dwg
TAB NAME: C6.3
ro
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STANDARD
DRAWING
TSD5_18
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EXP DATE:12.31.2021
May 5, 2021
NOT TO SCALE
El(P DATE 12.31-2721
APRIL 30, 2021
NOT TO SCALE
800 Wlllarn t Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
www.koH.c"m
e
OF1 -P r
DIGRALLY SIGNED 2022'08.15
14:05:54-07'00'
OREGON
�• 19
M.
EXPIRATION DATE: 06/30/23
JOB NO.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 8/15/22 2:27prn
PLOTTED BY: jbaralt
DWG NAME: 180029P0S0-DETAILS.dwg
TAB NAME: C6.3
ro
ro
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STANDARD
DRAWING
TSD5_18A
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El(P DATE 12.31-2721
APRIL 30, 2021
NOT TO SCALE
wmrer c "ureas
B1: M UEB(EX
prFCREOBY: B 8nn4R
800 Wlllarn t Street, Sulte 400
Eugene, OR 97401
O: 541.684.4902
F: 541.684.4909
www.koH.c"m
e
OF1 -P r
DIGRALLY SIGNED 2022'08.15
14:05:54-07'00'
OREGON
�• 19
M.
EXPIRATION DATE: 06/30/23
JOB NO.: 1800290
DESIGNED BY: JB
DRAWN BY: JB
CHECKED BY: MK
PLOT DATE: 8/15/22 2:27prn
PLOTTED BY: jbaralt
DWG NAME: 180029P0S0-DETAILS.dwg
TAB NAME: C6.3
0
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SHEET No.
C6.3
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