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HomeMy WebLinkAboutPlans Applicant 6/6/2023LU LU LU x N VIEW FROM SW MAIN ENTRY ON 16TH STREET 0 .......... 2: A 5�5 o� PRWECT LN: TREET SPRINGFIELD OR wq�' VACINITY MAP I BUILDING AND SITE INFORMATION: LOT AREA: 54,900 SF (3 LOTS) TAX MAP : 17-03-25-24 LOT#: 1800, 1900, 2000 LOT COVERAGE: +/-31,000 SF (59%) INCLUDING COURTYARD PAVING BUILDING AREA: +/- 32,000 SF STORIES: 2 BUILDING HT.: +/- 30' PROGRAM: 39 RESIDENTAIL UNITS SUPPORT SPACES, COMMUNITY ROOM ETC. I 4 a 0 N h R R - STREET TREES a 9 . 9/ / P CJ ft IIIi� ..!..............�� I•Gii9iiiiiiiii.i I........... IiiOiiliiiiiiilii I■iiiliiiiiiiiiii� Iil..........Eifi.ii 1 Iliiiiiiiil�iiiiLi■ I..oaiiio...II 11orna I ■ 11 ■ ja 11 ■ 11 Ml mill ■ ,� ■ k. 11 ,1 ,1 W. 1■1 0 C n on ef, ■ - 1]11 - eq li --1 1 11 ■ 11 �� • ■ 11 • ■ 11 _[•7 I■ IIS , it I. Iil IS , I. IIS , VI♦ .I SITE PLAN 1"= gni-a, 1• II II rs 9"0 0 ,.Iu..�.��.0 - II .. e.=w swon - 4----------------j RAIN GARDEN # 2 SP, 'qf.0 B - mve wf 0 .......... 2: A 5�5 o� PRWECT LN: TREET SPRINGFIELD OR wq�' VACINITY MAP I BUILDING AND SITE INFORMATION: LOT AREA: 54,900 SF (3 LOTS) TAX MAP : 17-03-25-24 LOT#: 1800, 1900, 2000 LOT COVERAGE: +/-31,000 SF (59%) INCLUDING COURTYARD PAVING BUILDING AREA: +/- 32,000 SF STORIES: 2 BUILDING HT.: +/- 30' PROGRAM: 39 RESIDENTAIL UNITS SUPPORT SPACES, COMMUNITY ROOM ETC. I 4 a 0 N h R R - STREET TREES a 9 . 9/ / P CJ ft IIIi� ..!..............�� I•Gii9iiiiiiiii.i I........... IiiOiiliiiiiiilii I■iiiliiiiiiiiiii� Iil..........Eifi.ii 1 Iliiiiiiiil�iiiiLi■ I..oaiiio...II 11orna I ■ 11 ■ ja 11 ■ 11 Ml mill ■ ,� ■ k. 11 ,1 ,1 W. 1■1 0 C n on ef, ■ - 1]11 - eq li --1 1 11 ■ 11 �� • ■ 11 • ■ 11 _[•7 I■ IIS , it I. Iil IS , I. IIS , VI♦ .I SITE PLAN 1"= gni-a, 0' 10' 20' 40' LEGEND ------- PROPERTY LINE SETBACK LINE --------- PROPOSED FIRE LANE ASPHALT PAVING / CONCRETE PAVING PLANT BED LANM RAIN GARDEN # 1 STORMWATER AREA ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541485 1003 rowel Ibrokaw.com Architecture. Design. Strategy. ACM'11 NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET MOW BAND REV. DATE ®/I BENCH / SEAT WALL ------I 1--�a CHAIN LINK FENCE ---_----=--V- -- DECORATIVE FENCE STREET LIGHT (E) STREET LIGHT TO BE REMOVED O COURTYARD LIGHT SET ISSUE DATE o � BOLLARD r N HOSE LENGTH - LESS STORMWATER TREE THAN 150'TO ACCESS CANOPY TREE PROJECT TRACKING RBA #: 2204 P.I.C: GB PIV / PA: BB • CONIFERTREE LA: LAN Owner Lii'yi;', BIKE"°DPB CORNERSTONE COMMUNITY" HOUSING BOULDERS Project Name 16TH ST SPRINGFIELD C COMPACT PARKING SPACE Pralect Aaaress EV ELECTRIC VEHICLE SPACE 1875 16TH ST, SPRINGFIELD OR EVF FUTURE ELECTRIC VEHICLE SPACE SITE PLAN L=1 ■0 1• II II — — — � - II - 4----------------j RAIN GARDEN # 2 0' 10' 20' 40' LEGEND ------- PROPERTY LINE SETBACK LINE --------- PROPOSED FIRE LANE ASPHALT PAVING / CONCRETE PAVING PLANT BED LANM RAIN GARDEN # 1 STORMWATER AREA ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 541485 1003 rowel Ibrokaw.com Architecture. Design. Strategy. ACM'11 NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET MOW BAND REV. DATE ®/I BENCH / SEAT WALL ------I 1--�a CHAIN LINK FENCE ---_----=--V- -- DECORATIVE FENCE STREET LIGHT (E) STREET LIGHT TO BE REMOVED O COURTYARD LIGHT SET ISSUE DATE o � BOLLARD r N HOSE LENGTH - LESS STORMWATER TREE THAN 150'TO ACCESS CANOPY TREE PROJECT TRACKING RBA #: 2204 P.I.C: GB PIV / PA: BB • CONIFERTREE LA: LAN Owner Lii'yi;', BIKE"°DPB CORNERSTONE COMMUNITY" HOUSING BOULDERS Project Name 16TH ST SPRINGFIELD C COMPACT PARKING SPACE Pralect Aaaress EV ELECTRIC VEHICLE SPACE 1875 16TH ST, SPRINGFIELD OR EVF FUTURE ELECTRIC VEHICLE SPACE SITE PLAN L=1 ■0 NEARBY ZONING e.w+w.xtian L t.....r �.... ...,,� "' COMMUNITY LD RESIDENTIAL (R-1) cwamds =`' V1 COMMERCIAL IT MD RESIDENTIAL (R-2) _1 a MEDICAL •T SERVICES HD RESIDENTIAL(R-3) s - MAJORRETAIL COMMERCIAL MIXEOUSE ' COMMERCIAL ZONING Low lepa ry Residential - Mixed use commemrel Booth Kelly Mixed Use - Medium Density Residential L commercial M U payment _General Core - H11h tweaity De9idenpBl III♦Mixed Use Ull&CG - once Mixed Use peamvoW) Mixed use presidential ® campus Industrial Medical Services III♦ material M U(Glenwmdl III♦IL9m-Medium Industrial - Quarry B Mine operations - Neighborhood commercial -Heavy Industrial public Land a open space - Community 0emmemlal - Spebial Heavy Industrial _ AgliculLuraurban rattling Area .,or Retail comensmial Employment ML.(Glenwood) 1. SITE ZONING: R2, DWP OVERLAY (Drinking Water Protection) MAY H- 1 AA LV I Q ST A: no r/ -o3 -s5 -4-o — C. a -7-03-5-24-0190 B: It 19-03-25-24-019aw LOT SIZES A. Tax aaouat acreage o.4t Mapped taxlatacreaget 0.42 B. Tubercular acreaSy- 4d Mmppedtaxtat acreage, axis C. Toxacmunt acreageo.gf Mapped taxlataenceal lo.g2 Tota I Tax Acct Acreage. 1.23 Total Mapped TaxlotAcreage. 1.26 PARKING PARKING (4.6.125): Multi -Unit Housing: minimum 1:1 (399paCes), no maximum. PERMITTED USES fame 3z no Pannmaa uses max. maam nrrnum. atria eneama Lots or parcels of less than 4,500 square feet in owe nxxmemul eingle-Unit LLuelag,...d Ivan 45% maximum lot coverage gallon inventory, no mare than 150 gallons of hazardous materials that pose a risk to groundwater may be on the premises 1203 Willamette Street (a) There is a change of land useoccupancy or tenancy of a property, including, but not limited to: a change from ,orb �' r N slid 32 zu riipleJFamrlea �• F• P, hadsg icon®"mys'rT lwasion.me, eg. on. M1nawgx1) (2) The action in subsection(A)(1), above will: 1. in socu24 aW i22fi5 cmmye Cl Increase STAMP p H. spc32sr c.visa.J namine " F' p' had 113. EnaigmcyAll Ha,d3p a m P• had d141C dory mang hoi¢zDN EXCEPTION: Dry wells for roof drainage, (d) Solid waste landfills and transfer stations; dale cams oovnvnq appro P P P (6) Requirements found in Springfield Fire Code 5004.2.2.5 for a monitoring program and monitoring methods to detect eymmaI Typ„1� P F' p' sac 41356 TYpa2 B• B re sac 41 3=s u14pk Una Hnuxing X F P oc4c n5 rM1ry 4] 385 emih chat cal Hama chin Cme Caribi call Ulm .rats; a anaaear people S r s a c1locrull Clic acaN:e 11 allso people Pat 11 old Intonational 4 7 Set Achill origin Public 0Hom” 1p.M1ine tae )sae dmmaan .11 1"ther N o D corromntry.amr'el lntlnncs r -m ccmm.mg cocoon D D B B ilorpral=amlbn Eemaaawmmaidalesmam_ m of to So xT195 Ememeney seniav; para, nm,Arbmaaa lits D,s D Into no open 5pem,mirmins Plrygrall Tal x, Nartre P ex Adds, Calr , CuuJ; hem Pante, antl sinu sis PN• pact wor Bud 47 adv Paris .1 Xp recur m) Home Dralnesa > F' P End411. PmfaaanxlolM1a E' sD ur Xnge S S' SDI 4 1311 P=Permlam me S=sereIcor Required; o=Dlssmu use reMfl Planned, N=NCIAaossia, •- Pttmnea an Inwraway, v rs titer ccde sarasms. LOT AREA/DIMENSIONS (3.2.215): Multi -Unit Housing: Min: 14 units/net acre, Max: 28 units/net acre AFFORDABLE HOUSING (4.7.405): Max 42 units/net acre PROJECT DENSITY. 39 UNITS/1.26 = 31 units net acre MINIMUM SETBACKS (3.2.220) Front: 10' (exception: garage/carport) Garage/carport: 18' from any property line or back of sidewalk (whichever is closer) Side: 10' (when abutting R-1) 5' (when not abutting R-1) Rear: 10' (primary structure, 5' (ADU) LOT COVERAGE (3.2.225): Table 122225 Lal Capon, and impervious Surface Standard s R-1 1 R-2 1 R3 Lots or parce4s wtlM1 more In.. l5%slope or above 6]e feet in elevetlon 35% maximum impervious surface Lots or parcels of less than 4,500 square feet in owe 60% maximum impervious surface Lots or parcels of 4,580 sq nate feet or IS rear in sae 45% maximum lot coverage MINOR VARIANCES (5.21.125): The director may adjust the following by up to 30%: Building setbacks, building height, lot/parcel coverage outside of the HD Overlay District, parking standards on certain Infill lots, parcels. WE WILL SEEK A MINOR VARIANCE FOR LOT COVERAGE. HEIGHT (3.2.230): Max: 50', incidental equipment (defined in SDC 6.1.110) max exceed this max height) AFFORDABLE HOUSING (4.7.405): Max 74' IG) When or Ores] parkmg is available directly abNbng the pmpeM1y, and there are no adopted plans to remove the on-streal for Mrai, poklnp ya_-e, in a public rybWbray directly books Ilser lopnunl if no is aruwJ In be counted as IulNling a put of the parroug rexpro mal fm a development as follows: For each 18 feet of availaalp on street up Line there will be 1 space orma d toward the mqutnxl amended of oF4rePt palling specs, Tom ddwypnr is sx,nniIhle for marking any erv9met spaces (H) Room Vehicle Perking Space Reduction Credit for Additional Bicycle Parking. Additions b Arco parkirg beyond the minimmDMOLin_ refined ami 3 Nalcomplles with the bike parking standards in Sol 46 145 and 4 6.150 may sutchouta up to 20 percent of off=_treat motor scheme Act otherwise mom red in Table 4 0 2. For eves 2 non -required bicycle parkirg Spawn that meet the Shod or long term bicycle parking standards Spendu d In Tabla A 6 3, he motor vehicle parking requireurent is l Jaat by l spare. BIKE PARKING 39 SPACES (4.6.155): Multi -Unit Housing: minimum 1:1. 25% short term, 75% long term (10% over -sized) U-1 U-1 Co T.3 X N DWP OVERLAY R O W E L L 3.Review. (A)) A A DWP Overlay District Development Application is required when the criteria of both subsections (A)(1) and (2), below R V R O KAW ., -.''at BB (1) A site is affected by one of the fallowing. LAN gallon inventory, no mare than 150 gallons of hazardous materials that pose a risk to groundwater may be on the premises 1203 Willamette Street (a) There is a change of land useoccupancy or tenancy of a property, including, but not limited to: a change from Suite 210 vacant to occupied; or Code adopted by the City Eugene, Oregon 97401 (b) During the BuiNing Permit process; or 541 4851003 (a) In conjunction with any development application, including ,but notlimited to: Site Plan reviewand Minimum rowellbrokaw.eom Development Standards. (2) The action in subsection(A)(1), above will: Architecture. Design. Strategy. (a) Affect the storage, use, and/or production of hazardous or other materials that pose a risk to groundwater ; o (4) Any change in type of use or an increase in maximum daily inventory quantity of any DNAPL shall be considered a STAMP (b) Increase the quantity of hazardous or other materials that pose a risk to groundwater that are stored, used and/or produced. SUBSECTION 2 DOESN'T APPLY TO THIS PROJECT, THEREFORE WE WILL NOT NEED TO SUBMITA DWP OVERLAY DISTRICT DEVELOPMENT APPLICATION. NOT FOR (A) Zero to One Year T(ITZSGndards. CONSTRUCTION (1) Within the zero to one year TOTZ, hazardous materials that pose a risk to groundwater may be stored in aggregate BB quantities of no more than 500 gallons if in original containers not exceeding 5 gallons' in size. Within that aggregated 500 - LAN gallon inventory, no mare than 150 gallons of hazardous materials that pose a risk to groundwater may be on the premises In opened containers for handling, treatment, use production, or dispensing on site. Hazardous materials that pose a risk to NOT FOR CONSTRUCTION groundwater are allowed only upon compliance with containment and safety standards specified by the most recent Fire Code adopted by the City ' A waiver of the 5 -gallon maximum size may be given by the Director if the applicant ran demonstrate that a larger size container would pose less risk to the aquifer. (2) Unless exempted, all hazardous or other materials that pose a nsk to groundwater shall be stored in areas with appmved secondary containment in place (Springfield Fire Code 5002.1 and 5004.2.2). (3) All new uses of Dense NonAqueousPhase Liquids (DNAPLs) are prohibited. (4) Any change in type of use or an increase in maximum daily inventory quantity of any DNAPL shall be considered a new use and prohibited. (5) The fallowing certain types of new facilities or changes in use and/or storage of If areardous or other materials that game a risk to groundwater are prohibited (a) Underground hazardous material storage facilities; (b) Hazardous material product pipelines used to transport the hazardous material ori of the tax lot where it is produced or used; REVISIONS TO THIS SHEET (c) Injection wells; REV. DATE EXCEPTION: Dry wells for roof drainage, (d) Solid waste landfills and transfer stations; (e) Fill materials containing hazardous materials; (f) Land uses and new facilities that will use, store, treat, handle, an dlor produce DNAPLS. (6) Requirements found in Springfield Fire Code 5004.2.2.5 for a monitoring program and monitoring methods to detect hazardous materials in the secondary containment system shall be mel for all amounts of hazardous or other materials that pose a risk to groundwater unless exempted. PUBLIC STREETS. (4.2.105): (B) An applicant may be required to prepare a Traffic Impact Study THIS) to identify potential traffic impacts from proposed development and needed mitigation measures. ATIS is required delay make, following uitena are met (1) Peak Hour Threshold. If a change in land use or intensification of an existing use generates 100 or more Nps made any peak hour as rd1d mrined by procedures confined in the most recent edition of the Institute of Transpoddmon Engineers Tnp Generation Manual, a TIS must be performed by a registered professional engineer (2) Average Daily Traffic Threshold. If a change in To nit use or intensification of an existing use generates 1,000 or more trips per day as determined by procedures contained in the most recent edition of the Institute of Local ifirtionard Engineers Tnp Generation Manual, a TIS must be performed by a registered professional engineer SET ISSUE DATE (3) Variance and Known Issues Threshold. The Director may determine that a TIS is necessary N support a request for a Variance from the transportation provisions of this code or where traffic safety, street capacity, future planned facility, or mulfimadal concerns may be associated with the proposed development. (4) The nature and extent of Ne US scope is determined by the Director based upon a trip distribution and assignment prepared by the applicant. At a minimum, locations impacted by more than 20 trips during the identified peak hour must be included in the tap distabufion and assignment. (5) The Director may modify TIS requirements consistent with applicable local and regional transportation system pia as and Me intent of this code when existing conditions make their strict application impmcbmi or inconsistent with accepted site planning or transpo hon planning principles. PROJECT TRACKING RBA #: 2204 P.I.C: GB PM / PA: BB LA: LAN Owner �t% CORNERSTONE COMMUNITY" HOUSING Project Name 16TH ST SPRINGFIELD Prat act App rase 1875 16TH ST, SPRINGFIELD OR CODE APPLICABILITY L- TAX MAP: 17-03-25-24 TAX LOTS: 1800, 1900 h 2000 opyright© 2022 Branch Engineering, Inc. WW MH RIM= 462.01 8- EL (N)= 453.86 8' FL (E)= 453.90 8- FL (S)= 453.88 8- EL (W)= 453.94 n 1 ell• a a d 3 v "b 3 a DW TL 2100 DW y I 3 = bbti 0 w eDW .d :d = 0/2 1/2" IRON ROD WITH PLASTIC (E), i M a CAP MARKED 'BRANCH CONTROL w-j----it--(E) `� .56 N LINK FENCE NCEATIONG. 20461 �95 CHAIN LINK FENCE TL 2000 TL 2101 Ash 4' CHICKEN WIRE FENCE d (E)W (E)Wy— GARDEN JO � P�� ARBOR \OJO J 61 J 5 • n'D1Y c, CHICKEN 0 JO �O w COOP w^ O DW. OFC/ W41C4KEN .[f o OGOGS COOP tp IDW i — d-------- Lae v � ® (E)w (E) ' 00\9 TL 1900 54,90g.4 Si o " 1875 ,L DECK 4' CHAIN LINK FENCE 5' CHAIN LINK FENCE 461- 11 1/2" IRON ROD WITH PLASTIC i ST CAP MARKED 'BRANCH CONTROL" NORTHING: 114172.60 i EASTING: 207534.57 ELEVATION: 460.34 WW MH RIM= 459.93 8- FL (N)= 455.30 8" FL (E)= 455.22 5' WOOD FENCE TL 1600 S89'57'39"E 200.00 N• TL 1800 100.00 GREENHOUSE TL 1700 o00111 05 ASA N z 4' WIRE FENCE `-4' WIRE FENCE yvtY 0J ,c OF'G�OJ m O � 1 ti{ N J� $ JO z `O o� d O�C\Q JG JS A{f?t Vi �4 M ZUxA. DECIY DUOUS e' N oJy op, �O�OJ OE0\OJ z ryfi UECIUUpUS CJo �0�OJ JOJS� 010 7' WOOD FENCE 5' CHAIN LINK FENCE oEG#300S WOOD FENCE LEGEND BENCHMARK ELEVATIONS ARE BASED ON RTK CPS OBSERVATIONS TAKEN ON NOV 22, 2022 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 124(NAVD88) NOTES 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 1. ALL DISTANCES SHOWN ARE IN FEET. 3. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION 2011 EASEMENT NOTES BASED ON PRELIMINARY TITLE REPORT ORDER NO. 0335527 ISSUED BY CASCADE TITLE CO., DATED JUNE 24, 2022. 1. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO CITY OF EUGENE, BY INSTRUMENT RECORDED AUGUST 2, 1926, RECEPTION NO. 8150 P150, LANE COUNTY OREGON DEED RECORDS. ASSIGNMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED MAY 7, 1965, RECEPTION NO. 1965-002458, LANE COUNTY OREGON DEED RECORDS. - EASEMENT FOR A TRANSMISSION UNE TWO ROUTES ARE MENTIONED W THE DOCUMENT. NO RELATED FACILITIES WERE OBSERVED ON THE SUBJECT PROPERTY SO IT IS ASSUMED THE ALTERAL47F ROUTE WAS CHOSEN. 2. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO CITY OF EUGENE, OREGON, BY INSTRUMENT RECORDED OCTOBER 5, 1937, RECEPTION NO. 8190 P566, LANE COUNTY OREGON DEED RECORDS. - EASEMENT FOR A TRANSMISSION LINE NOT LO04TED ON THE SUBJECT PROPERTY. GRAPHIC SCALE 20 0 10 20 40 I IN FEET ) Wranch ENGINEERING-. Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com REGISTERED PROFESSIONAL LAND SURVEYOR PRELIMINARY OREGON MAY 12, 2011 DANIEL ADAM NELSON 84832PL5 EXPIRES: December 31, 2024 project title NV 1� z 0 `LL / O LU = N/ 1� H Z V 1 Z� O _0 1 i W 0 0 z V wo LLJ V � Lu p ZW No L Z w x0 Lo NZ Lu V °° r N revisions date: JAN. 4, 2023 drawn by: J LB designer. DAN project no 22-570 EXISTING CONDITIONS SURVEY sheet. 1 PROPERTY LINE ADJOINER LINE CURB LINE EDGE OF ASPHALT X FENCE LINE 462--� CONTOUR LINE (E)OHW OVERHEAD WIRES -(E)W— WATER LINE -(E)G— GAS LINE —(E)ww— WASTEWATER LINE — — — — — — — EAVE ABOVE TL TAX LOT NUMBER DW DRIVEWAY © MAIL BOX ® WATER METER K FIRE HYDRANT WATER VALVE 10° POWER POLE � GUY WIRE DOWN SPOUT m TELEPHONE RISER O STAND PIPE WASTEWATER MANHOLE 'LAY DECIDUOUS TREE BUILDING CONCRETE ® SURVEY CONTROL POINT BENCHMARK ELEVATIONS ARE BASED ON RTK CPS OBSERVATIONS TAKEN ON NOV 22, 2022 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 124(NAVD88) NOTES 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 1. ALL DISTANCES SHOWN ARE IN FEET. 3. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION 2011 EASEMENT NOTES BASED ON PRELIMINARY TITLE REPORT ORDER NO. 0335527 ISSUED BY CASCADE TITLE CO., DATED JUNE 24, 2022. 1. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO CITY OF EUGENE, BY INSTRUMENT RECORDED AUGUST 2, 1926, RECEPTION NO. 8150 P150, LANE COUNTY OREGON DEED RECORDS. ASSIGNMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED MAY 7, 1965, RECEPTION NO. 1965-002458, LANE COUNTY OREGON DEED RECORDS. - EASEMENT FOR A TRANSMISSION UNE TWO ROUTES ARE MENTIONED W THE DOCUMENT. NO RELATED FACILITIES WERE OBSERVED ON THE SUBJECT PROPERTY SO IT IS ASSUMED THE ALTERAL47F ROUTE WAS CHOSEN. 2. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED TO CITY OF EUGENE, OREGON, BY INSTRUMENT RECORDED OCTOBER 5, 1937, RECEPTION NO. 8190 P566, LANE COUNTY OREGON DEED RECORDS. - EASEMENT FOR A TRANSMISSION LINE NOT LO04TED ON THE SUBJECT PROPERTY. GRAPHIC SCALE 20 0 10 20 40 I IN FEET ) Wranch ENGINEERING-. Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com REGISTERED PROFESSIONAL LAND SURVEYOR PRELIMINARY OREGON MAY 12, 2011 DANIEL ADAM NELSON 84832PL5 EXPIRES: December 31, 2024 project title NV 1� z 0 `LL / O LU = N/ 1� H Z V 1 Z� O _0 1 i W 0 0 z V wo LLJ V � Lu p ZW No L Z w x0 Lo NZ Lu V °° r N revisions date: JAN. 4, 2023 drawn by: J LB designer. DAN project no 22-570 EXISTING CONDITIONS SURVEY sheet. 1