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LEY
<br />LOCATED IN NORTHWEST QUARTER OF SECTION 29
<br />TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN
<br />CITY OF EUGENE, LANE COUNTY, OREGON
<br />FIELD SURVEYED: 9 MARCH 2020
<br />SEE SHEET Z
<br />a #2 N
<br />TP 7 ~ #3
<br />TP 8 ~ SP (5) ' NOTES;
<br /> LEGEND;
<br />3 N 1.) VERTICAL DATUM: CITY OF EUGENE BENCHMARK; 3 INCH BRASS DISK WEST CURB OF COBURG ROAD AT NE CORNER OF COBURG ROAD AND OAKWAY BUILDING OUTLINE
<br />" N ~ j i ~ ~ ro ROAD. AT BEGINNING OF CURB RETURN, ADJACENT TO CURB RETURN. CONCRETE SURFACE
<br />a ~ , OWNER BENCHMARK N0, WK0774 ELEVATION = 417.77 (NAVD88) ASPHALT SURFACE
<br />" a ) i. ~ RN5 MANAGEMENT LLC W ~ ! 1 ~ DOC. N0. M
<br />~ 420-' 2018-057316 WALL 3 2.) BA515 OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS) EUGENE ACCESS RESTRICTION PROVISIONS
<br /> ZONE. THE RESULTANT BEARING OF THE WEST LINE OF THE SUBJECT PROPERTY IS NORTH 01°00'58" EAST.
<br />TR O 30 ° N m CURB LINE
<br />N Q N 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ONSTATUS OFRECORD TITtEREPORT - - EDGE OF ASPHALT
<br />~ \ C SUPPLEMENTAL N0. CT-0298892 BY CASCADE TITLE INSURANCE COMPANY, EFFECTIVE DATE AUGUST 15, 2017. RIGHT-OF-WAY LINE
<br />N TP'~ 6 ~ ' - - EASEMENT LINE 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE MAPS MADE LOT LINE
<br /> AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT PROPERTY LINE
<br /> AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERfFIED (POTHOLED) PRIOR TO CONSTRUCTION. - - - _ WETLAND LINE
<br />3
<br />N H 5.) WETLAND DELINEATION PROVIDED BY PACIFIC HABITAT SERVICES, INC. BRUSH LINE
<br />N T TELECOMMUNICATIONS LINE
<br />a N STORM TABLE: SANITARY TABLE: 5D STORM LINE
<br /> 55 SANITAAV SEWER LINE
<br /> W WATER LINE 1 CURB INLET
<br />3 RIM = 418,54' O SANITARY MANHOLE (12" EWER G GA5 LINE
<br />N N RIFE'S FURNITURE FLOW LINE = 417.87' WATERLINE RUNNING THROUGH STORE IE 10"OUT (NE) = 414,54' MANHOLE) OHU OVERHEAD UTILITY LINES
<br />Q h RIM=418.53' -v- SIGN
<br />a N O CURB INLET IE 10" IN (SW) = 413.95'
<br />1 J...i, ~ _ r~ ' - i._ r -r..i... 4~e RIM = 418,58' IE SO"OUT (NE) = 413,91' DOUBLE POST SIGN FLOW LINE = 417,87' TOP 12" WATERLINE = 415,68' D/W DRIVEWAY ENTRY
<br />~ TP 5 IE 10"OUT (W) = 414.38' 0 ELECTRICAL MANHOLE
<br />c ~-s- I TP i2 SANITARY MANHOLE O STORM MANHOLE RIM = 420.22' E 0 ELECTRICAL METER
<br />d RIM = 418.50' IE 10" IN (5W) = 411,97'
<br />o ~a' - IE 12" IN (E) = 414.01' IE 10"OUT (SE) = 411.94' ~ POWER POLE
<br />e N - IE 10" IN (SW) = 414.01' OGR GAS RISER IE 12"OUT (N) = 413.94' 3 SANITARY MANHOLE ~
<br />- . _ TP 11 RIM = 420,08' .O, SANITARY MANHOLE WITH STRUCTURE
<br />v _ rte, WF (A7) ~ _ - - -6- WF 10)'x- ( I _ -~9-- - O STORM MANHOLE (NW) - 411.94 ~ D ~ 4 IE 10 IN - ~~i STORM MANHOLE WITH STRUCTURE 1~ RIM = 418.90' IE 10"OUT (NE) = 411,84' ® CATCH
<br />BASIN
<br />WF (A4) ' NI-&- a, ~ - - _ L~rF (Au)- _ $P (2) F (A32) IE 24~~ IN (N) = 407,00' SANITARY MANHOLE
<br />-e""-~ ( ) ~ WF (815) WF 616 N ~ IE 24 OUT (S} = 406.50 4 RIM = 420.65' ® CURB INLET
<br />- ~ iZ6 5213 W 27Z.Y J„ O CURB INLET IE 10" IN (SW) = 410.85' ~ O SANITARY/STORM STRUCTURE #
<br />/ WF BiGi Wf 81;L)-- WW B12 _ ~ s` O 20" I LOCKED IE 10"OUT (NE) = 410.85' TR
<br />WF,~6) _ - , ) ~~=2 WF (B5) RIM = 417.38' 0 TELECOMMUNICATIONS RISER FLOW LINE = 417.25' ❑ SB TRAFFIC SIGNAL BOX
<br />WF A2 S Lf ; c) ~ ~
<br />, H- O CATCH BASIN ~ WATER VALVE RIM = 417.38' ~ FIRE HYDRANT
<br />0 66" STEfL CULVERT 0 vti r ~ .i~~ \ - IE 30"OUT (W) = 413.68'
<br />0 IE=406.39' _ Z~ ~ 420 W 0 WATER METER
<br />Y o WF (A) WF (83) ~ TO 12 / - 0 STORM MANHOLE WF # \ RIM =417.72' (p WETLAND FLAGGING
<br />3 WF ( ~ 1~1 Q ' " WF 62 I,\ , P ~ ( ) WF I6i9 IE 24" IN (N) = 408.34' p SP SAMPLE POINT
<br />Q q 20 tZ ~ IE 10" IN {E) = 413.27' IE 10" IN (W) = 413.27' TP
<br />S 25'2843° W ~_i ~ ~ ~ ~ ~ IE 24"OUT (S) = 408.24' ~ TEST BORE HOLE/WITH GRI NO.'S
<br />' 4 ' i~ (Ai r D 70.00 ~ ~ WF 201~~ ~ ~ 1 / O STORM MANHOLE
<br />( r^, 36 CMP CULVEi tj0 SLOPE EASEMENT 11 ~ ~ #4 ~ / ~ 0,55 RIM = 417.61' PER! MEOTER REPRESENTS DRIPLINE
<br />REC. N0.1997-03 2 IE = 408.5,' 58 0 ti ~ IE 24' IN (N) = 409.36
<br />TP 14 SP (12) ,F WF (A15) a 1+~,aJ / OUTF O ( ~ 3~ ALL NOT OWNER WF (B21),,, (82 566 E ~ ~'~/T0 o IE 18" IN (E) = 409,96' CONIFEROUS TREE E i~ IE 10" IN (W) = 414.81' .PERIMETER REPRESENTS
<br />DRIPLINE
<br />MAPPED ~ 1 RNS MANAGEMENT LLC 24" CMP CULUERT / 1p'S`' / / IE 24"OUT (S) = 409.36'
<br />DOC. N0.2012-042945 6" _ W ~ 13 / PARCEL B IE - 410.67 / Q~ / OUNDARY NOT A • FOUND MONUMENT / O CATCH BASIN ~#1 PROJECT CONTROL POINT
<br />PART OF THIS SURVEY. ~ „ g 55 / LOCKED
<br />EASEMENTS AFFECTING ~~~'0~ ~ / 105 THE PARCEL MAY EXIST. O~J D / RIM = 41933' / FLOWLINE = 418.65'
<br />/ ~ ~ 11 s- ~ O TP16 rS~ /
<br />~ o ~ ~ ~o ~ / / 10 CATCH BASIN / LOCKED
<br />o~'~ z S RIM=419.96 RECE~VE~ '
<br />~i / FLOWLINE = 419.27'
<br />to ~ q~5; ' moo,, N 11 CATCH BASIN
<br />" ; ~ a LOCKED
<br />o / g8 i RIM = 420.33' ~ r ~~r`~ J~~, FLOWLINE = 419,66'
<br />N % i 1~+ /
<br />'•'1° , ~ / 12 STORM MANHOLE CITY OF EUr,ENE RIM = 420.90' I
<br />m~ 1 / PLANNING DIVISION , IE 6" IN (W) = 415,85'
<br />RESTRICTION OF ACCESS PROVISIONS ~ IE 8" IN (W) = 416,45'
<br />~ N REC, N0.1959-071970 IE6"tN(W)=415.85' IE 30" IN (N) = 408.62'
<br />TP 13 / 24 CORRUGATED METAL CULVE 4TED METAL CULVERT IE 10" IN (N) = 415,75'
<br />/ IE=412.68' IE 30" OUT (S) = 408.12'
<br />~ / ~,.r 13 STORM MANHOLE NORTH
<br />% 10~ / FULL OF WATER RIM = 421.08'
<br />o ~ N IE 10" IN (S) = 415,58'
<br />rv / 10 ti / / BOTTOM OFSTRUCTURE = 406,83'
<br />i /
<br />1~ f ~ O; /
<br />/ s
<br />~1~~~' /
<br />/ 0 SCALE
<br />N t / N , V 30 0 15 30 60
<br />1p'G O0~ / ' ~ / 10~~ p
<br />VC CULVERT
<br />„ 5 "0~J SOS IE = 415.03' 3 5 1~ PROJECT CONTROL: 1 INCH = 30 FEET
<br />10 G / i O
<br />i / r D/ 1~ 55 ~ / STATION DESCRIPTION NORTHING FASTING ELEVATION JOB N0.2000045
<br />~ / ~ , , 03 O~ ~ 1 / 1 1.1/8" BRASS CAP "KPFF CONTROL" 113890.46 186094.18 418.62'
<br />/ #1 „55 / j /
<br />O ~p OGR ~ % / 2 1-i/8" BRASS CAP "KPFF CONTROL" 114385.94 186131.59 418.14'
<br />d 1 1 S~ ~~~G ; S 111 SW Fifth Ave., Sulte 2400 3 5/8" IR W/RED PLASTIC CAP "KPFF CONTROL" 114384.37 186607.36 418.30' Portland, OR 97204
<br />5 g~ 0:503.227.3251
<br />ti~55 / r~~~ 9 / 4 1-1/8" BRASS CAP "KPFF CONTROL" 114110.52 186653.14 420.69' F; 503.224,4681 www.koff.com
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<br />o / Q,~ ,G
<br />10 /
<br />> ~
<br />V N / H W
<br /> Q
<br />10" PVC CULVERT
<br />IE = 414.66' b ti
<br /> SURVEYED BY: JAH AND MLP BOUNDARY AND TOPOGRAPHIC SURVEY
<br /> DATE: 12 MARCH 2020
<br /> DRAWN B JAH FAIRWAY APARTMENTS CONTOUR INTERVAL: 1 FOOT
<br />/ 111 SW Fifth Ave. Suite 2400 / th Ave,, suite zaoo CHECKED BY; TTT ' 4 PROJECT NO.: 2000045 ARBOR SOUTH ARCHITECTURE SHEET
<br /> 0: 503.227.3251 '.3251 ,3251 NO.
<br />lq)ff Portland, OR 97204 F: 503.224.4681 REV. DATE BY DESCRIPTION www.koff.com .4681 1 'nm FILE: 2000045-SB.DWG CITY OF EUGENE / LANE COUNTY / OREGON
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