HomeMy WebLinkAboutSite Plans>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHUOHUOHUUCUC754754755756757758759760761762763764765766767768769770770771772773774775776777778779780781782783784785786787788789790791792793794795796797798799800801802803804805806807809810808807
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900905910915920925812 811 809808807806805804803802801800799798797796 794793792791790789788787786785784783782781780779778777776775774767770775 772770765 764 757760762762806807808809810811812813814815816817818819820821822823824 LOT 32LOT 33LOT 34LOT 35LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 1LOT 16LOT 17LOT 105LOT 104LOT 103N 41°32'39" W 410.17'N 48°27'21" E 55.00'N 41°32'39" W 81.72'N 00°05'38" E 389.60'S 89°35'50" E 641.71'S 00°02'00" E 325.12'S 05°16'11" E 104.98'S 18°56'40" E 168.76'S 35°43'55" E 168.86'S 68°12'07" E 233.91'S 63°15'20" E 272.85'S 54°55'41" E 85.09'S 02°55'28" E 146.08'N 89°13'25" W 145.07'S 76°32'44" W 38.06'N 67°01'58" W 167.47'N 89°00'45" W 203.98'N 21°21'56" W 25.19'N 89°53'09" W12.30'N 63°26'08" W16.65'TELVLTTELVLTRDRDBB
LOT 3LOT 5840 LOT 1LOT 6LOT 5LOT 12LOT 28LOT 7LOT 2LOT 3LOT 31LOT 22LOT 29LOT 33LOT 18LOT 24LOT 17LOT 34LOT 21LOT 35LOT 25LOT 32LOT B24,307 sfLOT 37LOT 4LOT 20LOT 36LOT 27LOT 30LOT 10LOT 15LOT 11LOT 14LOT 16LOT 19LOT 23LOT 26LOT 13LOT 38LOT 9LOT 8LOT CNeighborhood CollectorHAWKINS LANELocal StreetRANDY LANELOT A28,652 sf1,775 sfTambour Lane - PrivateTambour Court - PrivateC SHEET NUMBERSHEET TITLEPHASEDRAWN BYDATECHECKED BYPROJECT ADDRESSPROJECT ADDRESSRandy LaneEugene, ORDescriptionREVISIONSPROJECT NAME:Phone: 541.234.5108PO Box 10424PROJECT NAMEBraewood Hills Third Add. PUDcescesSCHIRMER CONSULTING, LLC., LANDSCAPE ARCHITECTUREAND LAND USE PLANNING EXPRESSLY RESERVE ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESEPLANS. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED, OR COPIED IN ANY FORM OR MANNERWHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRDPARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSIONAND CONSENT OF SCHIRMER CONSULTING, LLC.IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BYA THIRD PARTY, THE THIRD PARTY SHALL HOLD SCHIRMERCONSULTING, LLC. HARMLESS.NSCHIRMER CONSULTING, LLCEugene, Oregon 97440BRAEWOOD HILLS THIRDADDITION PUD FINALPhases 5 and 6L1.0COVER SHEET0 30 60 120Scale: 1" = 60' - 0"#DatePUD, FinalSHEET INDEXL1.0COVER SHEET1 of 7BOUNDARY AND TOPOGRAPHIC SURVEY2 of 7BOUNDARY AND TOPOGRAPHIC SURVEY3 of 7BOUNDARY AND TOPOGRAPHIC SURVEY4 of 7BOUNDARY AND TOPOGRAPHIC SURVEY5 of 7BOUNDARY AND TOPOGRAPHIC SURVEY6 of 7BOUNDARY AND TOPOGRAPHIC SURVEY7 of 7BOUNDARY AND TOPOGRAPHIC SURVEYL2.0SITE PLANC1.0WATER AND SEWER PLANC2.0STORMWATER DRAINAGE PLANC3.0GRADING PLANDESIGN TEAM MEMBERSSCHIRMER CONSULTING, LLCPO BOX 10424EUGENE, OREGON 97440541.234.5108CONTACT: Carol Schirmerschirmer@schirmerconsulting.comPROJECT COORDINATOR/LANDSCAPE ARCHITECTKPFF CONSULTING ENGINEERS800 WILLAMETTE STREETSUITE 400EUGENE, OREGON 97401541.684.4902CONTACT: ANNA BACKUS, P.E.anna.backus@kpff.comCIVIL ENGINEERKPFF111 SW FIFTH AVENUESUITE 2400PORTLAND, OREGON 97204503.227.3251CONTACT: TROY TETSUKA, PLStroy.tetsuka@kpff.comSURVEYORPICULELL PROPERTIES, LLC3104 E. CAMELBACK ROAD #6PHOENIX, AZ 85016602.418.3229CONTACT: Al Lundstromal@katchmor.comOWNER/APPLICANTRANDY LANETax Map: 18 04 11 12 Lot: 200PHASES 5 and 6 ofBRAEWOOD HILLS THIRD ADDITION PUD9.5.252025 SCHIRMER CONSULTING, LLC Landscape Architecture + Land Use Planning
2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G2''G2''G2''G2''G2''G2''G [T][T]E E EEEEEE E EEEEE E E E E E EEEEEEEEE EEEEEEOHUOHUOHU OHUOHUET[T][T][T][T][T][T][T][T][T][T][T][T][T][T][T]W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W12''W24''SD8''SS 8''SS 8''SS 8''SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''SS30''SD 30''SD 30''SD 30''SD30''SD12''SD12''SD 12''SD12''SD12''SD8"(745)10"(742)8''SS12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W754754755756757758759760761762763764765
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785780775772770765764 757760762762HAWKINS LANE
LOT 327' UTILITY EASEMENTDOC. NO. 1975-055845OWNER: PICULELL PROPERTIES, LLCDOC. NO. 2019-014547AREA = 674,049 SQ.FT. (15.474 ACRES)N 00°05'38" E 389.60'S 89°35'50" E 641.71'N 00°12'46" WN 00°05'38" E 25'VARIES[E][E][E][E][E][E][E][E][E][E]30'CDCDEVLTVENTVENTVENTVENTEVLTEVLTTRANEVLT EVLTTELVLTTELVLTETRTRTRICVICVSSD
DECKGARDENGATERDTRW#1#20#19BB1212345D/W
EGRAVEL PATHGRAVEL PATH GRAVEL PATH VARIES24" CPP CULVERTIE = 754.53'24" CPP CULVERTIE = 756.20'12" RCP OUTFALLIE = 748.65'NORTHJOB NO. 21002174020100201 INCH = 20 FEETSCALE111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comBUILDING OUTLINE WITH DOORCONCRETE SURFACEBUILDING OVERHANGLEGEND: ELECTRICAL LINESANITARY SEWER LINEGWGAS LINEWATER LINEOHUOVERHEAD UTILITY LINESSTORM LINECURB LINEEPROPERTY LINEEDGE OF ASPHALTDRIVEWAY ENTRYELECTRICAL VAULTTRANSFORMERCURB INLETSTORM MANHOLE WITH STRUCTURESANITARY/STORM STRUCTURE #BOLLARDPOWER POLEWATER VALVEWATER METERFIRE HYDRANTCATCH BASINSIGNSANITARY MANHOLE WITH STRUCTUREOVERHEAD LIGHTGUY ANCHORSATELLITE DISHELECTRICAL MANHOLEIRRIGATION CONTROL VALVETELECOMMUNICATIONS RISERTELECOMMUNICATIONS VAULTELECTRICAL JUNCTION BOXROOF DRAINFOUND MONUMENTPROJECT CONTROL POINTSSSDHANDICAP RAMPLOT LINEEASEMENT LINEWETLAND DELINEATIONTTELECOMMUNICATIONS LINEASPHALT SURFACE1.) VERTICAL DATUM: CITY OF EUGENEBENCHMARK: 3 INCH BRASS DISK ON THE WEST SIDE OF HAWKINS LANE, NORTH OF VEDERA DRIVE.BENCHMARK NO. 2046 ELEVATION = 753.57'2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), EUGENE ZONE.THE RESULTANT BEARING OF THE CENTERLINE OF RANDY LANE IS NORTH 41°32'39" WEST.3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO. CT-0328567 BY CASCADE TITLECOMPANY, EFFECTIVE DATE JUNE 21, 2021.4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLEBY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITYLOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION.5.) WETLAND BOUNDARY INFORMATION WAS PROVIDED BY THE WESTECH COMPANY, INC.6.) TREES OUTSIDE OF THE PUBLIC RIGHT-OF-WAY ARE NOT PART OF THIS SURVEY.DECIDUOUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINECONIFEROUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINEUNDERGROUND LINE PER AS-BUILTS GRAVEL SURFACECURB DRAINWOODEN FENCE LINECYCLONE FENCE LINERIGHT-OF-WAY LINEEDGE OF GRAVELWALLCENTERLINE OF DITCHD/WHCRTRANEJBBSDRD11TELVLTEVLT#1[ ]CDWICVTRSDREV.DATEDESCRIPTIONFILE:PROJECT NO.:DRAWN BY:SURVEYED BY:CONTOUR INTERVAL:DATE:CHECKED BY:2 AUGUST 20211 FOOT2100217-SB.DWG2100217MLPNLJK/NHBOUNDARY & TOPOGRAPHIC SURVEYBRAEWOOD HILLS PUDCITY OF EUGENE / LANE COUNTY / OREGONPICULELL PROPERTIES, LLC1 OF 7SHEET NO.BY111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comP
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YSEE SHEET 4SEE SHEET 2
SHEET INDEX:SHEET 4SHEET 3SHEET 5SHEET 6SHEET 7SHEET 2SHEET 1BOUNDARY & TOPOGRAPHIC SURVEYOF A PORTION OF BRAEWOOD PUDLOCATED IN THE NE QUARTER OF SECTION 11TOWNSHIP 18 SOUTH, RANGE 4 WEST, WILLAMETTE MERIDIANCITY OF EUGENE, LANE COUNTY, OREGONFIELD SURVEYED: 22 JULY 2021SEE SHEET 2 FOR CONTROL TABLE ANDSHEET 4 FOR STORM AND SANITARY TABLES
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8''SS8''SD8''SD12''W12''W12''W12''W12''W12''W12''W12''W12''W8''W
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850845840835830825820815 SHED2-STORYHOUSE2-STORYHOUSE7' UTILITY EASEMENTDOC. NO. 1975-055845LOT 32LOT 33LOT 34LOT 35LOT 1LOT 2OWNER: PICULELL PROPERTIES, LLCDOC. NO. 2019-014547AREA = 674,049 SQ.FT. (15.474 ACRES)S 89°35'50" E 641.71'S 00°02'00" E 325.12'[E][E][E][E][E][E][E][E][E][E][E]DECKGARDENGATEWOOD PILESDRDRDSDSDECKTRWS#17#181415162817LOT 38" RCP OUTFALLIE = 879.33'NORTHJOB NO. 21002174020100201 INCH = 20 FEETSCALE111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comBUILDING OUTLINE WITH DOORCONCRETE SURFACEBUILDING OVERHANGLEGEND: ELECTRICAL LINESANITARY SEWER LINEGWGAS LINEWATER LINEOHUOVERHEAD UTILITY LINESSTORM LINECURB LINEEPROPERTY LINEEDGE OF ASPHALTDRIVEWAY ENTRYELECTRICAL VAULTTRANSFORMERCURB INLETSTORM MANHOLE WITH STRUCTURESANITARY/STORM STRUCTURE #BOLLARDPOWER POLEWATER VALVEWATER METERFIRE HYDRANTCATCH BASINSIGNSANITARY MANHOLE WITH STRUCTUREOVERHEAD LIGHTGUY ANCHORSATELLITE DISHELECTRICAL MANHOLEIRRIGATION CONTROL VALVETELECOMMUNICATIONS RISERTELECOMMUNICATIONS VAULTELECTRICAL JUNCTION BOXROOF DRAINFOUND MONUMENTPROJECT CONTROL POINTSSSDHANDICAP RAMPLOT LINEEASEMENT LINEWETLAND DELINEATIONTTELECOMMUNICATIONS LINEASPHALT SURFACEDECIDUOUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINECONIFEROUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINEUNDERGROUND LINE PER AS-BUILTS GRAVEL SURFACECURB DRAINWOODEN FENCE LINECYCLONE FENCE LINERIGHT-OF-WAY LINEEDGE OF GRAVELWALLCENTERLINE OF DITCHD/WHCRTRANEJBBSDRD11TELVLTEVLT#1[ ]CDWICVTRSDPROJECT CONTROL:STATION1234567891011121314151617181920DESCRIPTION1-1/8" BRASS CAP "KPFF CONTROL"1-1/8" BRASS CAP "KPFF CONTROL"MAG NAIL W/ WASHER "KPFF CONTROL"MAG NAIL W/ WASHER "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"5/8" IR W/ RED PLASTIC CAP "KPFF CONTROL"NORTHING100546.44100227.89100001.0299819.6499566.8499637.6999546.7699477.1699456.1999602.8399678.8599732.3099660.7899798.31100034.53100193.57100285.22100505.71100564.06100565.36EASTING171558.24171558.57171789.37171979.49172180.46172323.03172442.68172689.19172929.26172862.51172698.95172558.32172427.64172242.46172214.05172096.51172024.77172057.16171854.41171710.53ELEVATION754.50'765.84'795.26'810.94'838.27'858.92'866.94'889.22'926.21'931.14'918.94'906.52'874.55'858.83'866.56'844.22'830.79'829.64'796.16'770.51'REV.DATEDESCRIPTIONFILE:PROJECT NO.:DRAWN BY:SURVEYED BY:CONTOUR INTERVAL:DATE:CHECKED BY:1 FOOT2100217-SB.DWG2100217MLPNLJK/NHBOUNDARY & TOPOGRAPHIC SURVEYOF A PORTION OF BRAEWOOD PUDLOCATED IN THE NE QUARTER OF SECTION 11TOWNSHIP 18 SOUTH, RANGE 4 WEST, WILLAMETTE MERIDIANCITY OF EUGENE, LANE COUNTY, OREGONFIELD SURVEYED: 22 JULY 2021BOUNDARY & TOPOGRAPHIC SURVEYBRAEWOOD HILLS PUDCITY OF EUGENE / LANE COUNTY / OREGONPICULELL PROPERTIES, LLC2 OF 7SHEET NO.BY111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comP
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YSEE SHEET 3SEE SHEET 1
SHEET INDEX:SHEET 4SHEET 3SHEET 5SHEET 6SHEET 7SHEET 2SHEET 12 AUGUST 2021
8''W8''W8''WEE2''G2''G2''G2''GE [T][T][T][T]8''W8''SS8
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845840835830825820815810
888885880875870
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840
835830825820815810811 809808807806LOT 3LOT 4OWNER: PICULELL PROPERTIES, LLCDOC. NO. 2019-014547AREA = 674,049 SQ.FT. (15.474 ACRES)S 05°16'11" E 104.98'S 18°56'40" E 168.76'S 35°43'55" E 168.86'GATEEVLTTRTRWSD#15#161428SSSLOT 58" RCP OUTFALLIE = 879.33'NORTHJOB NO. 21002174020100201 INCH = 20 FEETSCALE111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comBUILDING OUTLINE WITH DOORCONCRETE SURFACEBUILDING OVERHANGLEGEND: ELECTRICAL LINESANITARY SEWER LINEGWGAS LINEWATER LINEOHUOVERHEAD UTILITY LINESSTORM LINECURB LINEEPROPERTY LINEEDGE OF ASPHALTDRIVEWAY ENTRYELECTRICAL VAULTTRANSFORMERCURB INLETSTORM MANHOLE WITH STRUCTURESANITARY/STORM STRUCTURE #BOLLARDPOWER POLEWATER VALVEWATER METERFIRE HYDRANTCATCH BASINSIGNSANITARY MANHOLE WITH STRUCTUREOVERHEAD LIGHTGUY ANCHORSATELLITE DISHELECTRICAL MANHOLEIRRIGATION CONTROL VALVETELECOMMUNICATIONS RISERTELECOMMUNICATIONS VAULTELECTRICAL JUNCTION BOXROOF DRAINFOUND MONUMENTPROJECT CONTROL POINTSSSDHANDICAP RAMPLOT LINEEASEMENT LINEWETLAND DELINEATIONTTELECOMMUNICATIONS LINEASPHALT SURFACEDECIDUOUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINECONIFEROUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINEUNDERGROUND LINE PER AS-BUILTS GRAVEL SURFACECURB DRAINWOODEN FENCE LINECYCLONE FENCE LINERIGHT-OF-WAY LINEEDGE OF GRAVELWALLCENTERLINE OF DITCHD/WHCRTRANEJBBSDRD11TELVLTEVLT#1[ ]CDWICVTRSDREV.DATEDESCRIPTIONFILE:PROJECT NO.:DRAWN BY:SURVEYED BY:CONTOUR INTERVAL:DATE:CHECKED BY:1 FOOT2100217-SB.DWG2100217MLPNLJK/NHBOUNDARY & TOPOGRAPHIC SURVEYOF A PORTION OF BRAEWOOD PUDLOCATED IN THE NE QUARTER OF SECTION 11TOWNSHIP 18 SOUTH, RANGE 4 WEST, WILLAMETTE MERIDIANCITY OF EUGENE, LANE COUNTY, OREGONFIELD SURVEYED: 22 JULY 2021BOUNDARY & TOPOGRAPHIC SURVEYBRAEWOOD HILLS PUDCITY OF EUGENE / LANE COUNTY / OREGONPICULELL PROPERTIES, LLC3 OF 7SHEET NO.BY111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comP
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YSEE SHEET 5SEE SHEET 4
SHEET INDEX:SHEET 4SHEET 5SHEET 6SHEET 7SHEET 3SHEET 1SHEET 2SEE SHEET 6SEE SHEET 22 AUGUST 2021
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791792793794795796797798799800801802803804805806807825820815
810 805800795790820
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800 795810811 809808807806805804803802801800799798797796 794793792791790789788787786785784783782781780779778777776775774767770775HAWKINS LANE
RANDY LANE10' SLOPE EASEMENT10' SLOPE EASEMENTDOC. NO. 2003-1141147' UTILITY EASEMENTDOC. NO. 2003-114113LOT 1OWNER: PICULELL PROPERTIES, LLCDOC. NO. 2019-014547AREA = 674,049 SQ.FT. (15.474 ACRES)N 41°32'39" W 410.17'L=107.57'R=127.50'Δ=48°20'26"CHD=N65°42'54"W104.41'N 89°53'09" W12.30'N 63°26'08" W16.65'N 41°32'39" W 410.17'BASIS OF BEARINGSPER OCRS (EUGENE ZONE)81.89'CHD=N65°42'54"WΔ=48°20'26"R=100.00'L=84.37'N 89°53'09" W 52.19N 00°05'38" E25'VARIES25'25'27.5'27.5'
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5
'CDEVLTEVLTJBJBJBTRTRTRTRTRWICVICV(2)ICV(3)WICV(2)DDDDDDDDSSSS#3#2D3456678910111213141517181920HCRHCRGRAVEL PATH15" RCP INLETIE = 773.10'NORTHJOB NO. 21002174020100201 INCH = 20 FEETSCALE111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comBUILDING OUTLINE WITH DOORCONCRETE SURFACEBUILDING OVERHANGLEGEND: ELECTRICAL LINESANITARY SEWER LINEGWGAS LINEWATER LINEOHUOVERHEAD UTILITY LINESSTORM LINECURB LINEEPROPERTY LINEEDGE OF ASPHALTDRIVEWAY ENTRYELECTRICAL VAULTTRANSFORMERCURB INLETSTORM MANHOLE WITH STRUCTURESANITARY/STORM STRUCTURE #BOLLARDPOWER POLEWATER VALVEWATER METERFIRE HYDRANTCATCH BASINSIGNSANITARY MANHOLE WITH STRUCTUREOVERHEAD LIGHTGUY ANCHORSATELLITE DISHELECTRICAL MANHOLEIRRIGATION CONTROL VALVETELECOMMUNICATIONS RISERTELECOMMUNICATIONS VAULTELECTRICAL JUNCTION BOXROOF DRAINFOUND MONUMENTPROJECT CONTROL POINTSSSDHANDICAP RAMPLOT LINEEASEMENT LINEWETLAND DELINEATIONTTELECOMMUNICATIONS LINEASPHALT SURFACEDECIDUOUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINECONIFEROUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINEUNDERGROUND LINE PER AS-BUILTS GRAVEL SURFACECURB DRAINWOODEN FENCE LINECYCLONE FENCE LINERIGHT-OF-WAY LINEEDGE OF GRAVELWALLCENTERLINE OF DITCHD/WHCRTRANEJBBSDRD11TELVLTEVLT#1[ ]CDWICVTRSDCURB INLETRIM = 754.25'FLOW LINE = 753.58'IE 12" IN (E) = 748.90'IE 12" OUT (W) = 748.73'CURB INLETRIM = 754.11'FLOW LINE = 753.37'IE 12" IN (SE) = 750.57'IE 12" OUT (W) = 750.39'DITCH INLETTOP RIM = 754.85'BOTTOM RIM = 753.93'IE 12" OUT (NW) = 752.73'STORM MANHOLERIM = 762.69'IE 12" IN (E) = 758.34'IE 30" IN (S) = 756.93'IE 30" OUT (NW) = 756.93'CATCH BASINRIM = 761.81'IE 12" OUT (S) = 759.26'STORM MANHOLERIM = 768.00'IE 12" IN (E) = 762.80'IE 30" IN (S) = 760.88'IE 30" OUT (N) = 760.81'CURB INLETRIM = 770.71'FLOW LINE = 770.08'IE 10" IN (S) = 766.71'IE 12" OUT (W) = 766.55'CURB INLETRIM = 770.82'FLOW LINE = 770.14'IE 10" OUT (N) = 766.83'STORM MANHOLERIM = 768.37'IE 30" IN (S) = 761.27'IE 30" OUT (N) = 761.23'STORM MANHOLERIM = 769.62'IE 10" IN (SE) = 762.74'IE 18" IN (E) = 762.56'IE 30" IN (S) = 762.43'IE 30" OUT (N) = 762.40'SANITARY MANHOLERIM = 754.08'IE 8" IN (S) = 746.92'IE 8" OUT (N) = 741.48'SANITARY MANHOLERIM = 761.72'IE 8" IN (E) = 753.02'IE 8" IN (S) = 752.97'IE 8" OUT (N) = 752.92'SANITARY MANHOLERIM = 768.20'IE 8" IN (E) = 760.82'IE 8" IN (S) = 760.70'IE 8" OUT (N) = 760.66'SANITARY MANHOLERIM = 772.01'IE 8" IN (S) = 765.53'IE 8" OUT (N) = 765.40'SANITARY MANHOLERIM = 774.58'IE 8" IN (SE) = 768.38'IE 8" OUT (W) = 768.17'SANITARY MANHOLERIM = 789.71'IE 8" IN (SE) = 783.36'IE 8" OUT (NW) = 783.32'SANITARY MANHOLERIM = 807.97'IE 8" IN (SE) = 800.08'IE 8" IN (NE) = 794.29'IE 8" IN (SW) = 794.27'IE 8" IN (SE) = 794.23'IE 8" OUT (NW) = 794.21'SANITARY MANHOLERIM = 932.52'IE 6" IN (S) = 927.24'IE 8" IN (NE) = 927.31'IE 8" OUT (NW) = 926.96'SANITARY MANHOLERIM = 965.00'IE 8" IN (NE) = 959.45'IE 8" OUT (SW) = 959.39'1STORM TABLE: 1SANITARY TABLE: 234567892345678109STORM MANHOLERIM = 772.32'IE 12" IN (SW) = 764.98'IE 48" IN (SE) = 764.97'IE 30" OUT (N) = 764.94'CURB INLETRIM = 770.47'FLOW LINE = 769.95'IE 10" OUT (NW) = 765.17'STORM MANHOLERIM = 771.77'IE 15" IN (S) = 765.07'IE 18" IN (E) = 765.31'IE 18" OUT (W) = 764.98'STORM MANHOLERIM = 777.12'IE 18" IN (SE) = 771.71'IE 18" OUT (W) = 771.52'STORM MANHOLERIM = 786.26'IE 12" IN (NE) = 780.73'IE 12" IN (E) = 777.14'IE 12" IN (SE) = 777.01'IE 18" OUT (NW) = 776.90'STORM MANHOLERIM = 806.48'IE 12" IN (SW) = 799.28'IE 12" OUT (NW) = 799.16'STORM MANHOLERIM = 782.41'IE 10" IN (NE) = 777.17'IE 12" IN (SE) = 777.21'IE 12" OUT (SW) = 777.16'STORM MANHOLERIM = 794.08'IE 10" IN (SW) = 789.29'IE 10" IN (NE) = 789.25'IE 12" IN (SE) = 789.13'IE 12" OUT (NW) = 788.93'CURB INLETRIM = 794.39'FLOW LINE = 793.75'IE 10" OUT (NE) = 790.49'111213141516171819CURB INLETRIM = 794.54'FLOW LINE = 793.88'IE 10" OUT (SW) = 791.13'STORM MANHOLERIM = 807.18'IE 12" IN (S) = 802.60'IE 12" IN (SE) = 802.59'IE 12" IN (NE) = 802.36'IE 12" OUT (NW) = 802.29'CURB INLETRIM = 810.94'FLOW LINE = 810.22'IE 10" IN (NE) = 805.96'IE 12" OUT (N) = 805.89'CURB INLETRIM = 810.87'FLOW LINE = 810.27'IE 10" OUT (SW) = 807.52'STORM MANHOLERIM = 929.83'IE 10" IN (SW) = 924.58'IE 10" IN (NW) = 924.48'IE 12" IN (NE) = 924.15'IE 12" OUT (S) = 923.95'CURB INLETRIM = 928.74'FLOW LINE = 928.11'IE 10" OUT (NE) = 925.14'CURB INLETRIM = 928.40'FLOW LINE = 927.88'UNABLE TO OPENSTRUCTURE LOCKEDSTORM MANHOLERIM = 962.36'UNABLE TO OPENSTRUCTURE LOCKEDSTORM MANHOLERIM = 889.31'IE 8" IN (S) = 882.96'IE 8" IN (N) = 882.79'IE 8" OUT (SW) = 882.71'202122232425262728SANITARY MANHOLERIM = 934.38'IE 6" IN (E) = 926.38'IE 6" IN (NE) = 926.35'IE 8" IN (SE) = 926.35'IE 8" OUT (NW) = 926.26'SANITARY MANHOLERIM = 921.78'IE 8" IN (SE) = 916.36'IE 8" OUT (NW) = 916.16'SANITARY MANHOLERIM = 917.72'IE 8" IN (SE) = 912.17'IE 8" OUT (NW) = 912.16'SANITARY MANHOLERIM = 923.12'IE 8" IN (SE) = 917.07'IE 8" OUT (NW) = 916.70'SANITARY MANHOLERIM = 888.32'IE 8" IN (S) = 881.99'IE 8" OUT (N) = 881.69'SANITARY MANHOLERIM = 889.08'IE 8" IN (S) = 881.22'IE 8" OUT (N) = 881.12'SANITARY MANHOLERIM = 878.87'IE 8" IN (S) = 873.47'IE 8" OUT (N) = 873.28'SANITARY MANHOLERIM = 864.70'IE 8" IN (S) = 860.41'IE 8" OUT (N) = 860.38'1011121314151617REV.DATEDESCRIPTIONFILE:PROJECT NO.:DRAWN BY:SURVEYED BY:CONTOUR INTERVAL:DATE:CHECKED BY:1 FOOT2100217-SB.DWG2100217MLPNLJK/NHBOUNDARY & TOPOGRAPHIC SURVEYOF A PORTION OF BRAEWOOD PUDLOCATED IN THE NE QUARTER OF SECTION 11TOWNSHIP 18 SOUTH, RANGE 4 WEST, WILLAMETTE MERIDIANCITY OF EUGENE, LANE COUNTY, OREGONFIELD SURVEYED: 22 JULY 2021BOUNDARY & TOPOGRAPHIC SURVEYBRAEWOOD HILLS PUDCITY OF EUGENE / LANE COUNTY / OREGONPICULELL PROPERTIES, LLC4 OF 7SHEET NO.BY111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comP
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YSEE SHEET 5SEE SHEET 3
SHEET INDEX:SHEET 5SHEET 6SHEET 7SHEET 4SHEET 1SHEET 2SEE SHEET 1SHEET 32 AUGUST 2021
8''W8''W8''W8''WEEEEND2''G2''G2''G 2''G2''G2''GE E E [T][T][T][T][T][T][T]8''W8''W8''W8''WUC12''SD12''SD12''SD8''SS8''SS8''SS8''SS 8''SS8''SS8''SS8''SS8''SS12''SD12''SD 12''SD12''SD12''SD12''SD12''SD12''SD10''SD5"12''SD 805806807809810808807
870865860855
850
845
840
835
830
825
820815
825
830
835
840
845
850
855843
845
850812 811806807808809810811812813814815816817818819820821
822
823
824
BLACKTAIL DRIVE 10' SLOPE EASEMENTDOC. NO. 2003-1141147' UTILITY EASEMENTDOC. NO. 2003-114113LOT 16LOT 17OWNER: PICULELL PROPERTIES, LLCDOC. NO. 2019-014547AREA = 674,049 SQ.FT. (15.474 ACRES)N 48°27'21" E 55.00'N 41°32'39" W 81.72'N 21°21'56" W 25.19'L=321.73'R=272.50'Δ=67°38'52"CHD=S55°11'21"E303.37'L=25.53'R=72.50'Δ=20°10'39"CHD=N31°27'17"W25.40'S 48°27'21" W27.5'27.5'27.5'EVLTJBTRWICV(2)SDD#5#14#4716212223D/WHCRHCR840 12" CPP CULVERTIE = 823.24'NORTHJOB NO. 21002174020100201 INCH = 20 FEETSCALE111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comBUILDING OUTLINE WITH DOORCONCRETE SURFACEBUILDING OVERHANGLEGEND: ELECTRICAL LINESANITARY SEWER LINEGWGAS LINEWATER LINEOHUOVERHEAD UTILITY LINESSTORM LINECURB LINEEPROPERTY LINEEDGE OF ASPHALTDRIVEWAY ENTRYELECTRICAL VAULTTRANSFORMERCURB INLETSTORM MANHOLE WITH STRUCTURESANITARY/STORM STRUCTURE #BOLLARDPOWER POLEWATER VALVEWATER METERFIRE HYDRANTCATCH BASINSIGNSANITARY MANHOLE WITH STRUCTUREOVERHEAD LIGHTGUY ANCHORSATELLITE DISHELECTRICAL MANHOLEIRRIGATION CONTROL VALVETELECOMMUNICATIONS RISERTELECOMMUNICATIONS VAULTELECTRICAL JUNCTION BOXROOF DRAINFOUND MONUMENTPROJECT CONTROL POINTSSSDHANDICAP RAMPLOT LINEEASEMENT LINEWETLAND DELINEATIONTTELECOMMUNICATIONS LINEASPHALT SURFACEDECIDUOUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINECONIFEROUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINEUNDERGROUND LINE PER AS-BUILTS GRAVEL SURFACECURB DRAINWOODEN FENCE LINECYCLONE FENCE LINERIGHT-OF-WAY LINEEDGE OF GRAVELWALLCENTERLINE OF DITCHD/WHCRTRANEJBBSDRD11TELVLTEVLT#1[ ]CDWICVTRSDREV.DATEDESCRIPTIONFILE:PROJECT NO.:DRAWN BY:SURVEYED BY:CONTOUR INTERVAL:DATE:CHECKED BY:1 FOOT2100217-SB.DWG2100217MLPNLJK/NHBOUNDARY & TOPOGRAPHIC SURVEYOF A PORTION OF BRAEWOOD PUDLOCATED IN THE NE QUARTER OF SECTION 11TOWNSHIP 18 SOUTH, RANGE 4 WEST, WILLAMETTE MERIDIANCITY OF EUGENE, LANE COUNTY, OREGONFIELD SURVEYED: 22 JULY 2021BOUNDARY & TOPOGRAPHIC SURVEYBRAEWOOD HILLS PUDCITY OF EUGENE / LANE COUNTY / OREGONPICULELL PROPERTIES, LLC5 OF 7SHEET NO.BY111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comP
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SEE SHEET 6
SHEET INDEX:SHEET 6SHEET 7SHEET 5SHEET 1SHEET 2SEE SHEET 3SHEET 3SHEET 4SEE SHEET 42 AUGUST 2021
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSPER AS-BUILT8''SS8''SS8''SS8''SS8''SSPER AS-BUILT885880875870865860855840845850855860865
870875880885890895900905910922921920919915890
895900905910843845850855
860861862863864865866867870875880885890LOT 5LOT 6LOT 7OWNER: PICULELL PROPERTIES, LLCDOC. NO. 2019-014547AREA = 674,049 SQ.FT. (15.474 ACRES)S 68°12'07" E 233.91'N 89°00'45" W 203.98'L=27.81'R=72.49'Δ=21°58'52"CHD=N78°01'21"W27.64'SS#8#7#12#13#6#141213SSNORTHJOB NO. 21002174020100201 INCH = 20 FEETSCALE111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comBUILDING OUTLINE WITH DOORCONCRETE SURFACEBUILDING OVERHANGLEGEND: ELECTRICAL LINESANITARY SEWER LINEGWGAS LINEWATER LINEOHUOVERHEAD UTILITY LINESSTORM LINECURB LINEEPROPERTY LINEEDGE OF ASPHALTDRIVEWAY ENTRYELECTRICAL VAULTTRANSFORMERCURB INLETSTORM MANHOLE WITH STRUCTURESANITARY/STORM STRUCTURE #BOLLARDPOWER POLEWATER VALVEWATER METERFIRE HYDRANTCATCH BASINSIGNSANITARY MANHOLE WITH STRUCTUREOVERHEAD LIGHTGUY ANCHORSATELLITE DISHELECTRICAL MANHOLEIRRIGATION CONTROL VALVETELECOMMUNICATIONS RISERTELECOMMUNICATIONS VAULTELECTRICAL JUNCTION BOXROOF DRAINFOUND MONUMENTPROJECT CONTROL POINTSSSDHANDICAP RAMPLOT LINEEASEMENT LINEWETLAND DELINEATIONTTELECOMMUNICATIONS LINEASPHALT SURFACEDECIDUOUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINECONIFEROUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINEUNDERGROUND LINE PER AS-BUILTS GRAVEL SURFACECURB DRAINWOODEN FENCE LINECYCLONE FENCE LINERIGHT-OF-WAY LINEEDGE OF GRAVELWALLCENTERLINE OF DITCHD/WHCRTRANEJBBSDRD11TELVLTEVLT#1[ ]CDWICVTRSDREV.DATEDESCRIPTIONFILE:PROJECT NO.:DRAWN BY:SURVEYED BY:CONTOUR INTERVAL:DATE:CHECKED BY:1 FOOT2100217-SB.DWG2100217MLPNLJK/NHBOUNDARY & TOPOGRAPHIC SURVEYOF A PORTION OF BRAEWOOD PUDLOCATED IN THE NE QUARTER OF SECTION 11TOWNSHIP 18 SOUTH, RANGE 4 WEST, WILLAMETTE MERIDIANCITY OF EUGENE, LANE COUNTY, OREGONFIELD SURVEYED: 22 JULY 2021BOUNDARY & TOPOGRAPHIC SURVEYBRAEWOOD HILLS PUDCITY OF EUGENE / LANE COUNTY / OREGONPICULELL PROPERTIES, LLC6 OF 7SHEET NO.BY111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comP
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SEE SHEET 6
SHEET INDEX:SHEET 7SHEET 6SHEET 1SHEET 2SHEET 3SHEET 4SEE SHEET 3SHEET 5SEE SHEET 5
2 AUGUST 2021
2''G2''G2''G2''G2''G8''W8''W8''WEND
2''G2''GEETTT10''SD10''SD1
0
'
'
S
D
12''SD
12''SD
12''SD
12''SD
12'
'SD12'
'SD8''SS8''SS8''SS8''SS8'
'SS8'
'SS6''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS6''SS6''SS
10"8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS890895900905910915920925930935934933932931930929928927926925924923922921920919915936937938937936935934933932931930936
935
934
933
932
931
930
929928 870875880885890895
900905910915920925RANDY LANE14' UTILITY EASEMENTDOC. NO. 2001-044541LOT 7LOT 8LOT 9LOT 105LOT 104LOT 103S 63°15'20" E 272.85'S 54°55'41" E 85.09'S 02°55'28" E 146.08'N 89°13'25" W 145.07'S 76°32'44" W 38.06'N 67°01'58" W 167.47'L=18.05'R=79.49'Δ=13°00'34"CHD=S83°40'44"W18.01'L=81.05'R=127.50'Δ=36°25'16"CHD=S85°14'37"E79.69'130.61'CHD=N76°28'43"EΔ=21°30'26"R=350.00'L=131.38'27.5'
27.5'GATEGATEGUARDRAIL
TRANJBTRTRWICV(2)SSSDSS#10#9#8#11#12810111213242526927NORTHJOB NO. 21002174020100201 INCH = 20 FEETSCALE111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comBUILDING OUTLINE WITH DOORCONCRETE SURFACEBUILDING OVERHANGLEGEND: ELECTRICAL LINESANITARY SEWER LINEGWGAS LINEWATER LINEOHUOVERHEAD UTILITY LINESSTORM LINECURB LINEEPROPERTY LINEEDGE OF ASPHALTDRIVEWAY ENTRYELECTRICAL VAULTTRANSFORMERCURB INLETSTORM MANHOLE WITH STRUCTURESANITARY/STORM STRUCTURE #BOLLARDPOWER POLEWATER VALVEWATER METERFIRE HYDRANTCATCH BASINSIGNSANITARY MANHOLE WITH STRUCTUREOVERHEAD LIGHTGUY ANCHORSATELLITE DISHELECTRICAL MANHOLEIRRIGATION CONTROL VALVETELECOMMUNICATIONS RISERTELECOMMUNICATIONS VAULTELECTRICAL JUNCTION BOXROOF DRAINFOUND MONUMENTPROJECT CONTROL POINTSSSDHANDICAP RAMPLOT LINEEASEMENT LINEWETLAND DELINEATIONTTELECOMMUNICATIONS LINEASPHALT SURFACEDECIDUOUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINECONIFEROUS TREE W/ (TAG NO.)-PERIMETER REPRESENTS DRIPLINEUNDERGROUND LINE PER AS-BUILTS GRAVEL SURFACECURB DRAINWOODEN FENCE LINECYCLONE FENCE LINERIGHT-OF-WAY LINEEDGE OF GRAVELWALLCENTERLINE OF DITCHD/WHCRTRANEJBBSDRD11TELVLTEVLT#1[ ]CDWICVTRSDREV.DATEDESCRIPTIONFILE:PROJECT NO.:DRAWN BY:SURVEYED BY:CONTOUR INTERVAL:DATE:CHECKED BY:1 FOOT2100217-SB.DWG2100217MLPNLJK/NHBOUNDARY & TOPOGRAPHIC SURVEYOF A PORTION OF BRAEWOOD PUDLOCATED IN THE NE QUARTER OF SECTION 11TOWNSHIP 18 SOUTH, RANGE 4 WEST, WILLAMETTE MERIDIANCITY OF EUGENE, LANE COUNTY, OREGONFIELD SURVEYED: 22 JULY 2021BOUNDARY & TOPOGRAPHIC SURVEYBRAEWOOD HILLS PUDCITY OF EUGENE / LANE COUNTY / OREGONPICULELL PROPERTIES, LLC7 OF 7SHEET NO.BY111 SW Fifth Ave., Suite 2400Portland, OR 97204O:503.227.3251F:503.224.4681www.kpff.comP
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Y SHEET INDEX:SHEET 7SHEET 1SHEET 2SHEET 3SHEET 4SHEET 5SEE SHEET 6
SHEET 62 AUGUST 2021
WWWWWWWWWW
WWWWWWWWWWWWWW
W>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>G G G G G G G G G G G GGGGG TWWWWWWWWWWWWWWWWW
GGGWWE E E E E EEEE EEEEEEEEEEEEEEEEEEEEE E E ESTOPEND
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G GG GGGGGGGGGGGGGGG GG
GEE EEEEEE EEEEOHUOHU OHUEE E
TTTTTTTTTTTTTTT TTTTTTTTTTTT T T WW W W W W W W W W W WWWWWWWWUCUC
SDSDSDSD
SDSSSSSSSSSSSSSSSSSSSSSSSSSS
SDSD SDSDSDSD SDSDSS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SS SS SS SS SSSSSSSSSSSSSSSSSS SSSDSDSDSDSDSS
SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS
SSSSSSSSSSSDSDWWWWWWWWWWWWWWWWWWWWWWW
SSSSPER AS-BUILTSSSSSSSSSSPER AS-BUILTPER AS-BUILTSSSSSSSSSSPER AS-BUILTPER AS-BUILT754754755756757758759760761762763764765766767768769770770771772773774775776777778779780781782783784785786787788789790791792793794795796797798799800801802803804805806807809810808807
885
880
875
870
865
860
855
853
852
851
850
845
840
835830825820815810805800795 790785780775770765760755756759758757
887
885
880
875
870
865
860
855
850
845840835830825 820815810805800795790785780775770765
887
885
880
875
870
86
5
860
855
850
845840835830825820815 810805800795790785780775
886
885
880
875
870
865
860
855
850
845840 835830825820815810805800795790
885
880
875
870
865
860
855
850
845
840835830825820815810805800 795888885880875870
865860855850845
840
835830825820815810
885880875870865860855
850
845
840
835
830825820815825
830
835
840
845
850
855860
865870875880885890895900905910915920925930935934933932931930929928927926925924923922921920919915890
895900905910936937938937936935934933932931930936
935
934
933
932
931
930
929928 843
845
850855860861862863864865866867870875880885890895
900905910915920925812 811 809808807806805804803802801800799798797796 794793792791790789788787786785784783782781780779778777776775774767770775 772770765 764 75776076276280680780880981081181281381481581681781881982082182282382410' SLOPE EASEMENTDOC. NO. 2003-1141147' UTILITY EASEMENTDOC. NO. 2003-11411310' SLOPE EASEMENTDOC. NO. 2003-1141147' UTILITY EASEMENTDOC. NO. 2003-11411314' UTILITY EASEMENTDOC. NO. 2001-0445417' UTILITY EASEMENTDOC. NO. 1975-055845LOT 32LOT 33LOT 34LOT 35LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 1LOT 16LOT 17LOT 105LOT 104LOT 1037' UTILITY EASEMENTDOC. NO. 1975-055845N 41°32'39" W 410.17'N 48°27'21" E 55.00'N 41°32'39" W 81.72'N 00°05'38" E 389.60'S 89°35'50" E 641.71'S 00°02'00" E 325.12'S 05°16'11" E 104.98'S 18°56'40" E 168.76'S 35°43'55" E 168.86'S 68°12'07" E 233.91'S 63°15'20" E 272.85'S 54°55'41" E 85.09'S 02°55'28" E 146.08'N 89°13'25" W 145.07'S 76°32'44" W 38.06'N 67°01'58" W 167.47'N 89°00'45" W 203.98'N 21°21'56" W 25.19'N 89°53'09" W12.30'N 63°26'08" W16.65'25'VARIES25'VARIES27.5'
27.5'EEEEEEEEEEEEEEEEEEEEEEEE30'CDCDCDGATEGATEGATEGUARDRAIL
TRANJBEVLTVENTVENTVENTVENTEVLTEVLTTRANEVLT EVLTEVLTEVLTJBJBJBTRTRTRTRTRTRTELVLTTELVLTETRTRTRTRWICVICVICVICV(2)ICV(3)WICV(2)WICV(2)SSSDSDDDDDDDDDDSSSSSSDDECKGARDENGATEWOOD PILESDRDRDSDSDECKTRWSSSBBD1234567810111213141516D/WHCRHCRHCRHCRD/W
SSSSS179EGRAVEL PATHGRAVEL PATH GRAVEL PATH VARIESLOT 3LOT 5840 LOT 1LOT 6LOT 5LOT 12LOT 28LOT 7LOT 2LOT 3LOT 31LOT 22LOT 29LOT 33LOT 18LOT 24LOT 17LOT 34LOT 21LOT 35LOT 25LOT 3212,864 sf12,735 sf12,958 sf12,820 sf12,875 sf12,622 sf14,844 sf11,427 sf32,840 sf10,421 sf14,940 sf10,965 sf12,423 sf12,700 sf16,324 sf15,628 sf14,166 sf17,782 sf18,192 sf99.4297.7986.92147.16108.92
100.4485.00
165.32
91.80
143.9042.19109.96LOT B24,307 sfVIDERA PARKLOT 3741,929 sfEXISTING WASTE WATEREXISTING·PUBLIC WASTE WATER LINE·14' PUEEXISTING STORM WATEREXISTING STORMWATER APPROVED TO BEDISCHARGED TO PRIVATE PROPERTYGOAL 5 RESOURCE and SETBACKSETBACK: 40' AS REQUIRED BY GOAL 5RESOURCE CLASSIFICATIONLOT 413,077 sfLOT 2012,584 sfLOT 3613,715 sfLOT 27LOT 3029,19011, 022 sf463' to intersection of Randy Lane
TOP OF BANKLOT 1012,777 sf13,485 sf12,460 sfLOT 15LOT 11LOT 1410,874 sfLOT 1614,594 sf13,277 sf11,915 sfLOT 19LOT 2311,518 sfLOT 2613,482 sf128.00128.00130.00100.58236.66116.52110.66155.5390.85153.23133.4086.6711,402 sfLOT 1373,334 sfLOT 38128.00129.09126.84127.6099.84
85.00
73.13154.0247.22106.80122.3975.3955.50128.0028.97(31.0% WR)(23.7% WR)(30.5% WR)(29.3% WR)(29.5 % WR)(31.39% WR)17.7746.19
151.73 128.5572.6486.35 121.73LOT 9LOT 811,184 sf10,598 sf131.39
LOT CPROPOSED SIGN90.06129.64126.0899.4799.52103.6199.7896.2422.05 21.9310.1330.0810.13100.58100.58 4.1948.6742.97108.6625.561.0335.7615.9935.2323.7576.00150.02127.023.08 35.8215.2931.4478.6016.6512.3026.508.2821.7837.0164.7550.5037.223.5172.72146.10274.38128.2839.8476.07
76.9911.44102.23 14.13130.60275.90165.3042.0951.6544.2859.608.967.3080.8098.2992.4931.41101.2653.00.11104.0842.1742.153.2953.0089.3250.402.2738.17
28.91
40.6495.0875.86139.9695.2432.8958.9097.7354.04111.9583.10193.10110.00134.75
167.4281.0021.75
21.75
19.7019.
7
070.9917.29209.5047.75,213 sf4,766 sf4,391 sf5,373 sf6,913 sf5,124 sfNeighborhood CollectorHAWKINS LANELocal StreetRANDY LANELOT A28,652 sf362'-8"81.89'52.17'30' R30' R150' R30' R30' R30' R30' R221' R200' R200' R179' R75' R96' R30' R30' R211' R189' R231.25' R200.25' R3
0
'
R30' R30' R30' R127.5' R100.0' R30' R30' R 5" Black Tupelo8" Red Horse Chestnut8" Red Oak10" Red Oak8" Linden9" White Oak8" White Oak8" Oak10" Pear1,775 sf14' WIDE PRIVATE UTILITYAND ACCESS EASEMENT14' WIDE PRIVATE UTILITY ANDACCESS EASEMENT14'10' WIDE PRIVATEUTILITY EASEMENT10' WIDE PRIVATEUTILITY EASEMENTVARIABLE WIDTH PRIVATE UTILITYAND ACCESS EASEMENT14' WIDE PRIVATE UTILITYAND ACCESS EASEMENTVARIABLE WIDTH PRIVATEUTILITY AND ACCESSEASEMENT14'14'14'35'-0"35'35'-0"35'PROPOSED FIRE HYDRANTPROPOSED FIRE HYDRANTPROPOSED FIRE HYDRANT5' Bike LaneEXISTING 6' CHAIN LINK FENCE TO REMAINEXISTING 6' WOOD FENCE TO REMAINPROPOSED PRIVATE STREETROW:26.5'SIDEWALK ON ONE SIDE:4'PAVING WIDTH:21'PROPOSED PUBLIC STREETROW:40.0'SIDEWALK ON ONE SIDE:4'PAVING WIDTH:21'50' ROW28'Pavement55' ROW27'-6"Pavement5'5" Black Tupelo7" Red Horse Chestnut8" Red Oak9" Red Oak5" Red Horse Chestnut6" Red Horse Chestnut5" Black Tupelo1,437 sf(0.0196% WR)272.8493.01121.8428.8363.42Tambour Lane - PrivateTambour Court - Private21'4'21'4'PROPOSED PRIVATE STREETROW:26.5'SIDEWALK ON ONE SIDE:4'PAVING WIDTH:21'10' WIDE PRIVATEUTILITY EASEMENTExisting Street LightExisting Street LightExisting Street Light35'35'38.0662.27141.51OPTION 1: 7' WIDE LANDSCAPE BUFFERMEETING L-3 PLANTING STANDARDSOPTION 1: 7' WIDE LANDSCAPE BUFFERMEETING L-3 PLANTING STANDARDSOPTION 3: 25' BUILDING SETBACK FROMPROPERTY LINE.OPTION 1: 7' WIDE LANDSCAPE BUFFERMEETING L-3 PLANTING STANDARDSOPTION 3: 25'BUILDINGSETBACK FROMPROPERTY LINE.35'35'35'35'10 FOOT WIDE PUE EASEMENT TOACCOMMODATE EWEB WATER LINECREATING LOOPED SYSTEM THATCONNECTS TO HAWKINS LANE.10 FOOT WIDE PUE TOACCOMMODATE EWEB WATER LINECREATING LOOPED SYSTEM THATCONNECTS TO HAWKINS LANE.40' ROW21'96.07116.0775.8795.8774.84139.8142.854.137.2032.8235.0737.19118.00
31.00
44.7827.8139.9352.6327.4285.099.70145.07146.08 PROPOSED ACCESSRESTRICTION STRIP14'
9.00 11.0011.00PROPOSED ACCESSRESTRICTION STRIP18
.9
2
77.54108
.
59
127
.
5164.19110.2565.38
VARIABLE WIDTH PRIVATEUTILITY AND ACCESSEASEMENT900 FOOT CONTOURVARIABLE WIDTH PUEVARIABLE WIDTH PUEVARIABLE WIDTH PUEVARIABLE WIDTH PUEVARIABLE WIDTH PRIVATESTORMWATER EASEMENTVARIABLE WIDTH PRIVATESTORMWATER EASEMENTVARIABLE WIDTH PRIVATESTORMWATER EASEMENT34'21'31'RANDY LANELocal StreetSEE CIVIL PLANS FOR STORMWATER,AND UTILITIESC 2023 SCHIRMER CONSULTING, LLC SHEET NUMBERSHEET TITLEPHASEDRAWN BYDATECHECKED BYPROJECT ADDRESSPROJECT ADDRESSRandy LaneEugene, ORREVISIONSPROJECT NAME:Phone: 541.234.5108PO Box 10424PROJECT NAMEcescesSCHIRMER CONSULTING, LLC., LANDSCAPE ARCHITECTUREAND LAND USE PLANNING EXPRESSLY RESERVE ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESEPLANS. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED, OR COPIED IN ANY FORM OR MANNERWHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRDPARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSIONAND CONSENT OF SCHIRMER CONSULTING, LLC.IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BYA THIRD PARTY, THE THIRD PARTY SHALL HOLD SCHIRMERCONSULTING, LLC. HARMLESS.NSCHIRMER CONSULTING, LLCEugene, Oregon 97440BRAEWOOD HILLS THIRDADDITION PUDPhases 5 and 6L2.0SITE PLAN0 30 60 120Scale: 1" = 60' - 0"#PUD, Final9.5.25MAP:18 04 11 12TAX LOT200ZONINGR-1 / WR / PDAREA15.47 ACRES (13.57 ACRES NET)VICINITY MAPHAWKINS LANERANDY LANEBLACKTAIL DRHERALD LANEEXISTING FIRE HYDRANTPROPOSED FIRE HYDRANTPROPOSED FIRE TURNAROUNDFH·PUBLIC IMPROVEMENTS TO BE CONSTRUCTED PRIVATELY.·ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND.·ALL PROPOSED UTILITIES TO BE CONSTRUCTED PRIVATELY.EXISTING TRANSIT FACILITIES:LTD #33: STOP LOCATED 1.5 MILES NORTH OF INTERSECTION OF 28TH ANDCHAMBERS.WETLAND BOUNDARYSTORMWATER TREATMENT FACILITYEXISTING STREET TREEVERTICAL DATUM: CITY OF EUGENE.BENCHMARK: 3 INCH BRASS DISK ON THE WEST SIDE OF HAWKINS LANE, NORTH OFVIDERA DRIVE. BENCHMARK NO. 2046. ELEVATION = 753.57'.Phases 5 and 6Braewood Hills Third Add. PUDEXISTING WETLANDS TO REMAINHYDRANT LOCATIONSPORTION OF LOT COMPRISED OFGOAL 5 RESOURCEEXISTING STREET LIGHTDateDescription1.NO BUILDING, STRUCTURE, TREE OR OTHER OBSTRUCTION SHALL BE PLACED ORLOCATED ON OR IN A PUBLIC UTILITY EASEMENT, CONSISTENT WITH EC 9.6500(3).2.COMPLIANCE WITH PUBLIC IMPROVEMENT REQUIREMENTS SHALL BEDEMONSTRATED IN ACCORDANCE WITH EC 9.6505 AS PART OF THE PERMITTINGPROCESS FOR DEVELOPMENT WITHIN THE PUD INCLUDING PRIVATELY ENGINEEREDPUBLIC IMPROVEMENT (PEPI) PERMITS, SITE DEVELOPMENT PERMITS AND BUILDINGPERMITS.3.A PRIVATELY ENGINEERED PUBLIC IMPROVEMENT (PEPI) PERMIT SHALL BE ISSUEDFOR CONSTRUCTION OF PUBLIC IMPROVEMENTS PRIOR TO DEVELOPMENT.4.COMPLIANCE WITH ALL APPLICABLE DEVELOPMENT STANDARDS, SPECIAL USELIMITATIONS, AND OTHER GENERAL DEVELOPMENT STANDARDS FOR SINGLE-UNITOR MIDDLE HOUSING RESIDENTIAL DWELLING TYPES SHALL BE DEMONSTRATED ATTHE TIME OF FUTURE BUILDING PERMIT ON EACH INDIVIDUAL LOT.5.NO SITE ALTERATION IS ALLOWED PRIOR TO FINAL PUD APPROVAL. THISPROHIBITION INCLUDES SITE GRADING AND THE REMOVAL OF TREES AND OTHERVEGETATION, AS WELL AS ANY IMPACTS TO WETLANDS AND THE PROTECTEDSTREAM ON THE SUBJECT PROPERTY INCLUDING CHANGES TO THE EXISTINGDRAINAGE PATTERN. ANY SUCH ALTERATIONS SHALL ONLY BE ALLOWED SUBJECTTO PERMIT REVIEW AND APPROVAL, AND EROSION CONTROL MEASURES ASREQUIRED FOR THE PROPOSED WORK.6.THE APPROVED STORMWATER SYSTEM SHALL BE DESIGNED AND SIZE BY A CIVILENGINEER FOR THE FULL BUILD-OUT OF THE PROJECT INCLUDING 20% OF EACH LOTASSUMED TO BE IMPERVIOUS SURFACE AREA. IF A LOT IS PROPOSED TO BEDEVELOPED WITH MORE THAN 20% IMPERVIOUS SURFACE AREA, THEN ADDITIONALON-SITE DETENTION IS REQUIRED. STORMWATER RUNOFF FROM PRIVATEFACILITIES MAY ALSO BE COMBINED WITH RUNOFF FROM THE PUBLIC STREET(RANDY LANE), AS LONG AS THE PUBLIC DETENTION SYSTEM IS SIZED ANDDESIGNED IN ACCORDANCE WITH APPLICABLE PUBLIC IMPROVEMENT DESIGNSTANDARDS.7.IN ADDITION TO THE ON-SITE DETENTION REQUIREMENTS NOTED ABOVE, ALLSUBSEQUENT SITE DEVELOPMENT PERMITS, BUILDING PERMITS, AND PRIVATELYENGINEERED PUBLIC IMPROVEMENT (PEPI) PERMITS FOR DEVELOPMENT OF THEPUD SHALL DEMONSTRATE COMPLIANCE WITH APPLICABLE STORMWATERSTANDARDS AT EC 9.6791 THROUGH EC 9.6797 AND REQUIREMENTS OF THESTORMWATER MANAGEMENT MANUAL.8.ALL FUTURE BUILDING PERMITS FOR LOTS 30 THROUGH 35 SHALL DEPICT THE GOAL5 RESOURCE AND ITS 40-FOOT SETBACK FROM TOP OF BANK AND SHALL INCLUDESITE PLANS SHOWING THE LOCATION OF PROTECTIVE FENCING SUBJECT TO THEAPPLICABLE STANDARDS AT EC 9.4920 - 9.4930.9.COMPLIANCE WITH ALL APPLICABLE DEVELOPMENT STANDARDS, SPECIAL USELIMITATIONS, AND OTHER GENERAL DEVELOPMENT STANDARDS FOR SINGLE-UNITOR MIDDLE HOUSING RESIDENTIAL DWELLING TYPES SHALL BE DEMONSTRATED ATTHE TIME OF FUTURE BUILDING PERMIT ON EACH INDIVIDUAL LOT.10.NO DEVELOPMENT OF MIDDLE HOUSING, SINGLE-UNIT DWELLINGS, OR ANY OTHERDEVELOPMENT, INCLUDING BUT NOT LIMITED TO LAND DIVISIONS, MAY OCCUR ONANY LAND ABOVE 901-FEET IN ELEVATION.11.NO SITE ALTERATION IS ALLOWED PRIOR TO FINAL PUD APPROVAL. THISPROHIBITION INCLUDES SITE GRADING AND THE REMOVAL OF TREES AND OTHERVEGETATION, AS WELL AS ANY IMPACTS TO WETLANDS AND THE PROTECTEDSTREAM ON THE SUBJECT PROPERTY INCLUDING CHANGES TO THE EXISTINGDRAINAGE PATTERN. ANY SUCH ALTERATIONS SHALL ONLY BE ALLOWED SUBJECTTO PERMIT REVIEW AND APPROVAL, AND EROSION CONTROL MEASURES ASREQUIRED FOR THE PROPOSED WORK.12.THE APPROVED STORMWATER SYSTEM SHALL BE DESIGNED AND SIZED BY A CIVILENGINEER FOR THE FULL BUILD-OUT OF THE PROJECT INCLUDING 20% OF EACH LOTASSUMED TO BE IMPERVIOUS SURFACE AREA. IF A LOT IS PROPOSED TO BEDEVELOPED WITH M ORE THAN 20% IMPERVIOUS SURFACE AREA, THEN ADDITIONALON-SITE DETENTION IS REQUIRED. STORMWATER RUNOFF FROM PRIVATEFACILITIES MAY ALSO BE COMBINED WITH RUNOFF FROM THE PUBLIC STREET(RANDY LANE), AS LONG AS THE PUBLIC DETENTION SYSTEM IS SIZED ANDDESIGNED IN ACCORDANCE WITH APPLICABLE PUBLIC IMPROVEMENT DESIGNSTANDARDS.NOTETRANSIT FACILITIESBENCHMARKRECORDED SUBDIVISIONS CONTIGUOUSPROJECT INFORMATIONPUD NOTESLEGENDTABULATION OF IMPERVIOUS SURFACESSEE STORM DRAINAGE MEMORANDUM.Landscape Architecture + Land Use PlanningSTORMWATER TREATMENT FACILITY8" DIEXISTING WASTE WATER LINEEXISTING STORM SEWER LINEEXISTING DEIONIZED WATER LINEPROPOSED WASTE WATER LINEPROPOSED STORM SEWER LINEPROPOSED WATER LINEPROPOSED EASEMENTPROPOSED PROPERTY LINEVISION CLEARANCE TRIANGLES
10' SLOPE EASEMENTDOC. NO. 2003-114114,RECORDED 11/25/200314' UTILITY EASEMENTDOC. NO. 2001-044541,RECORDED 07/18/200114' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASMENTN 22
°
3
1
'
5
0
"
E
32.9
6
'N 57
°25
'28
"
E34.95
'N 72°33'51"
E45.29'44.82'50.00'180.00'10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT7' UTILITY EASEMENTDOC. NO. 2003-114113,RECORDED 11/25/20031' WIDE ACCESS RESTRICTION STRIP5' WIDE PUBLIC UTILITYEASEMENTFUTURE 40' WIDERIGHT-OF-WAYDEDICATION7'7'
7'
7'5'5'7'7'14'7'7'49.90'30.44
'34.71'7'7'7'7'5'5'5'5'5'5'>>>>>>>>>>>>>>>>>>>
>
>
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>10.50'10.50'4.00'1.50'>2''G 2''G 2''G 2''G 2''G 2''G 2''G2''G8''W8''W8''W8''W8''W8''W8''W8''W2''G2'
'G8''WE E E EEEEEEEEEEEEE E ESTOPEND
END
2''G2''G2''G2''G2''G2''G2''G2''GEEEEEE
T[T][T][T][T][T][T][T][T][T][T][T][T]8''W 8''W 8''W 8''W 8''W8''WUCUC12''SD
12'
'SD12'
'SD8''SS8'
'SS8'
'SS8''SS8''SS8''SS8''SS12''SD
30''SD 18''SD8''SS 8''SS8''SS8''SS8''SS8''SS8''SS12''SD 12''SD12''SD12''SD18''SD12''SD12''SD12''SD12''SD8''SS 8''SS 8''SS8''SS8''SS8''SS30''SD 30''SD
8
'
'
SD
8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''SS 8''SS
8''SS8''SS12''W12''W8''SSPER AS-BUILT8''SS8''SS8''SSPER AS-BUILTPER AS-BUILT8''SS8''SSPER AS-BUILTPER AS-BUILTHAWKINS LANEHAWKINS LANERANDY LANEBLACKTAIL DRIVE
RANDY LANE25'VARIES25'VARIES25'25'27.5'27.5'27.5'27.5'27.5'27.5'
27.5'
27.5'[E][E][E][E][E][E][E][E]CDCDCDGATEGATEGATEGUARDRAIL
TRANJBJBEVLTEVLTEVLTJBJBJB
TRTRTRTRTRTRTRTELVLTETRTRTRWICVICVICVICV(2)ICV(3)WICV(2)WWWICV(2)SSSDSDDDDDDDDDDSSSSSSDGARDENGATEWOOD PILESDSDSTRWSSSBBD12345678101112131415123456789101112131415161718192021222324252628D/WHCRHCRHCRHCRSSSSS927EGRAVEL PATHGRAVEL PATH GRAVEL PATH
12" CPP CULVERTIE = 823.24'24" CPP CULVERTIE = 754.53'24" CPP CULVERTIE = 756.20'8" RCP OUTFALLIE = 879.33'15" RCP INLETIE = 773.10'LOT 1LOT 6LOT 5LOT 12LOT 28LOT 7LOT 2LOT 3LOT 31LOT 22LOT 29LOT 33LOT 18LOT 24LOT 17LOT 34LOT 21LOT 35LOT 25LOT 32LOT 37LOT 4LOT 20LOT 36LOT 27LOT 30LOT 10LOT 15LOT 11LOT 14LOT 16LOT 19LOT 23LOT 26LOT 13LOT 38LOT 9LOT 835'-0"35'35'-0"35'35'6'-1014"35'35'35'35'35'WWWW
WWWWW WW4"S CO-LOT-1S4"S CO-LOT-6S4"S CO-LOT-2S4"S CO-LOT-7S4"S CO-LOT-15S4"S CO-LOT-16S4"S CO-LOT-19S4"S CO-LOT-22S4"S CO-LOT-24S4"S CO-LOT-3S4"S CO-LOT-5S4"S CO-LOT-9S4"S CO-LOT-8S4"S CO-LOT-12S4"S CO-LOT-17SS STUB-LOT-14S4"S CO-LOT-13S4"S CO-LOT-18S4"S STUB-LOT-21S4"S CO-LOT-20S4"S CO-LOT-23S4"S CO-LOT-25S4"S CO-LOT-26S4"S CO-LOT-27S4"S CO-LOT-32S4"S CO-LOT-28S4"S CO-LOT-29S4"S STUB-LOT-31S6"S CO-LOT-30S6"S CO-LOT-34S6"S CO-LOT-35S6"S CO-LOT-36S4"S STUB-LOT-37SS MH-07IE 6" IN=861.68 (N)IE 4" IN=861.68 (NE)IE 8" OUT=861.28 (W)S MH-08IE 8" IN=838.10 (E)IE 8" OUT=837.60 (NW)S FT-MH-09IE 8" IN=823.06 (SE)IE 6" IN=823.38 (NE)IE 8" OUT=822.56 (NW)S MH-10IE 8" IN=813.25 (SE)IE 8" OUT=812.75 (NW)IE 8"=795.23IE 8"=803.08S OUT-DROP-MH-32IE 8"=794.85IE 8"=802.00S OUT-DROP-MH-22S OUT-DROP-MH-1IE 8" IN=808.44 (N)IE 6" IN=810.44 (E)IE 8" OUT=807.44 (SW)S MH-02IE 8" IN=808.85 (NW)IE 4" IN=809.25 (E)IE 8" OUT=808.75 (S)S MH-03IE 8" IN=809.67 (N)IE 8" OUT=809.57 (SE)S OUT-DROP-MH-05IE 8" IN=810.07 (N)IE 8" OUT=809.97 (S)S MH-05IE 8" IN=810.84 (N)IE 8" OUT=810.74 (S)S MH-06IE 4" IN=812.76 (W)IE 4" IN=812.76 (N)IE 6" IN=812.76 (E)IE 8" OUT=812.76 (S)S MH-EX-01IE 8" IN=794.29 (NE)IE 8" IN=794.23 (SE)IE 8" OUT=794.21 (NW)S MH-EX-05IE 8" IN=752.97 (S)IE 8" IN=753.02 (E)IE 8" OUT=752.92 (N)S EX-DROP-MH-01IE 8" IN=746.92 (S)IE 8" OUT=741.48 (N)IE 8"=753.75S PLUG-EX-3SW FH-028"WW FH-01W FH-03S OUT-DROP-MH-4IE 8" IN=809.80 (SE)IE 6" IN=811.49 (NE)IE 8" OUT=805.00 (NW)4"S4"S6"S8"S 8"S 8"S4"S8"S 8"S
6"S8"S8"S4"S8"S8"S8"S8"S6"S
4"S4"S4"S4"S4"S
8"W8"W8"W8"W8"W8"W8"W8"W8"W
8"W4"S22222IE 8"=768.38IE 8"=768.17IE 4"=768.50S MH-EX-0326"SWQHAWKINS LANERANDY LANERANDY LANETAMBOUR LANETAMBOUR COURTWQWQWQ11WQWQDETDETWQWQWQWQWQWQWQDET6"S STUB-LOT-33SSTRUCTURE TYPESTRUCTURE LABELXX XX-XXX+XX.X RT X.X'RIM=IE IN = XX.XIE OUT = XX.XSTRUCTURE TYPE CALLOUTUTILITY TYPE (S=SANITARY SEWER, W=WATER, FP=FIREPROTECTION)ID NUMBER (WHERE APPLICABLE)STRUCTURE INFO (WHERE APPLICABLE)LOCATION (WHERE APPLICABLE)1.WATER MAIN TO BE INSTALLED UNDER EWEB PERMIT.PIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%SLOPE (WHERE APPLICABLE)XKEY NOTESCALLOUTDESCRIPTIONDETAIL REF.COCLEANOUT TO GRADEFHFIRE HYDRANTMHMANHOLEPLUGPLUGSTUBSTUBNOTEDESCRIPTIONDETAILREF.1CONNECT TO 8" PUBLIC EWEB WATER MAIN.COORDINATE WORK WITH EWEB.2CONNECT TO EXISTING 8' PUBLIC SANITARY MAIN.SPROVIDE SANITARY SEWER STUB TO LOT FOR FUTUREDEVELOPMENT.WQVEGETATED WATER QUALITY SWALEDETDETENTION BASINSHEET NOTESUTILITY LABEL LEGENDOREGONEXPIRATION DATE:12/31/202388168BRAEWOOD HILLS
THIRD ADDITION PUD
PHASES 5 & 6
SEPTEMBER 6, 2023
2100216ABAB/FUAB/FUC1.08/29/25 12:45pmABackusC1.0File: O:\c\p\2021\2100216-Braewood-Hills-PUD\CAD\PLOT\PUD\2100216-01UT.dwg TAB:C1.0Plotted: 8/29/25 at 12:45pm By: ABackus
800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSTAMP2100216-01UT.dwgSCALE501 INCH = 50 FEET50100012/31/202512/31/2025WATER AND SEWER PLAN
10' SLOPE EASEMENTDOC. NO. 2003-114114,RECORDED 11/25/200314' UTILITY EASEMENTDOC. NO. 2001-044541,RECORDED 07/18/200114' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASMENTN 22
°
3
1
'
5
0
"
E
32.9
6
'N 57
°25
'28
"
E34.95
'N 72°33'51"
E45.29'44.82'50.00'180.00'10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT7' UTILITY EASEMENTDOC. NO. 2003-114113,RECORDED 11/25/20031' WIDE ACCESS RESTRICTION STRIP5' WIDE PUBLIC UTILITYEASEMENTFUTURE 40' WIDERIGHT-OF-WAYDEDICATION7'7'
7'
7'5'5'7'7'14'7'7'49.90'30.44
'34.71'7'7'7'7'5'5'5'5'5'5'LOT 1LOT 6LOT 5LOT 12LOT 28LOT 7LOT 2LOT 3LOT 31LOT 22LOT 29LOT 33LOT 18LOT 24LOT 17LOT 34LOT 21LOT 35LOT 25LOT 32LOT 37LOT 4LOT 20LOT 36LOT 27LOT 30LOT 10LOT 15LOT 11LOT 14LOT 16LOT 19LOT 23LOT 26LOT 13LOT 38LOT 9LOT 8>>>>>>>>>>>>>>>>>>>
>
>
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>10.50'10.50'4.00'1.50'>2''G 2''G 2''G 2''G 2''G 2''G 2''G2''G8''W8''W8''W8''W8''W8''W8''W8''W2''G2'
'G8''WE E E EEEEEEEEEEEEE E ESTOPEND
END
2''G2''G2''G2''G2''G2''G2''G2''GEEEEEE
T[T][T][T][T][T][T][T][T][T][T][T][T]8''W 8''W 8''W 8''W 8''W8''WUCUC12''SD
12'
'SD12'
'SD8''SS8'
'SS8'
'SS8''SS8''SS8''SS8''SS12''SD
30''SD 18''SD8''SS 8''SS8''SS8''SS8''SS8''SS8''SS12''SD 12''SD12''SD12''SD18''SD12''SD12''SD12''SD12''SD8''SS 8''SS 8''SS8''SS8''SS8''SS30''SD 30''SD
8
'
'
SD
8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''SS 8''SS
8''SS8''SS12''W12''W8''SSPER AS-BUILT8''SS8''SS8''SSPER AS-BUILTPER AS-BUILT8''SS8''SSPER AS-BUILTPER AS-BUILTHAWKINS LANEHAWKINS LANERANDY LANEBLACKTAIL DRIVE
RANDY LANE25'VARIES25'VARIES25'25'27.5'27.5'27.5'27.5'27.5'27.5'
27.5'
27.5'[E][E][E][E][E][E][E][E]CDCDCDTRANJBJBEVLTEVLTEVLTJBJBJB
TRTRTRTRTRTRTRTELVLTETRTRTRWICVICVICVICV(2)ICV(3)WICV(2)WWWICV(2)SSSDSDDDDDDDDDDSSSSSSDSDSDSTRSSSBBD12345678101112131415123456789101112131415161718192021222324252628SSSSS927E12" CPP CULVERTIE = 823.24'24" CPP CULVERTIE = 754.53'24" CPP CULVERTIE = 756.20'8" RCP OUTFALLIE = 879.33'15" RCP INLETIE = 773.10'WWWW
WWWWW WWW FH-01W BO-02SD DI-2SD CO-4SD CO-5SD CO-6SD CO-7SD MH-02SD MH-03SD OF-3SD MH-05SD CO-8SD CO-1IE 10"=755.25IE 24"=755.15SD MH-061HAWKINS LANERANDY LANETAMBOUR LANE(PRIVATE)RANDY LANE(PUBLIC)WQ10"SD 8"SD8"SD 8"SD10"SD10"SD10"SD10"SD10"SD8"SD
WQWQWQWQWQWQWQWQDETDETDETTAMBOUR COURT(PRIVATE)STRUCTURE TYPESTRUCTURE LABELXX XX-XXX+XX.X RT X.X'RIM=IE IN = XX.XIE OUT = XX.XSTRUCTURE TYPE CALLOUTUTILITY TYPE (S=SANITARY SEWER, W=WATER, FP=FIREPROTECTION)ID NUMBER (WHERE APPLICABLE)STRUCTURE INFO (WHERE APPLICABLE)LOCATION (WHERE APPLICABLE)1.WATER MAIN TO BE INSTALLED UNDER EWEB PERMIT.PIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%SLOPE (WHERE APPLICABLE)XKEY NOTESCALLOUTDESCRIPTIONDETAIL REF.CBCATCH BASINCOCLEANOUT TO GRADEDIDITCH INLETMHMANHOLEOFOUTFALLOVOVERFLOW INLETWQWATER QUALITYNOTEDESCRIPTIONDETAILREF.1CONNECT TO EXISTING 24" CPP CULVERTWQSTORMWATER QUALITY FACILITY.DETDETENTION BASINSHEET NOTESUTILITY LABEL LEGENDOREGONEXPIRATION DATE:12/31/202388168BRAEWOOD HILLS
THIRD ADDITION PUD
PHASES 5 & 6
SEPTEMBER 6, 2023
2100216ABAB/FUAB/FUC2.08/29/25 12:45pmABackusC2.0File: O:\c\p\2021\2100216-Braewood-Hills-PUD\CAD\PLOT\PUD\2100216-02SD.dwg TAB:C2.0Plotted: 8/29/25 at 12:45pm By: ABackus
800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSTAMP2100216-02SD.dwgSCALE501 INCH = 50 FEET50100012/31/202512/31/2025STORMWATER DRAINAGE PLAN
10' SLOPE EASEMENTDOC. NO. 2003-114114,RECORDED 11/25/200314' UTILITY EASEMENTDOC. NO. 2001-044541,RECORDED 07/18/200114' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT14' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASMENTN 22
°
3
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5
0
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'28
"
E34.95
'N 72°33'51"
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'44.82'50.00'180.00'10' WIDE PRIVATE JOINT USEACCESS AND UTILITY EASEMENT7' UTILITY EASEMENTDOC. NO. 2003-114113,RECORDED 11/25/20031' WIDE ACCESS RESTRICTION STRIP5' WIDE PUBLIC UTILITYEASEMENTFUTURE 40' WIDERIGHT-OF-WAYDEDICATION7'7'
7'
7'5'5'7'7'14'7'7'49.90'30.44
'34.71'7'7'7'7'5'5'5'5'5'5'2''G 2''G 2''G 2''G 2''G 2''G 2''G2''G8''W8''W8''W8''W8''W8''W8''W8''W2''G2'
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END
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T[T][T][T][T][T][T][T][T][T][T][T][T]8''W 8''W 8''W 8''W 8''W8''WUCUC12''SD
12'
'SD12'
'SD8''SS8'
'SS8'
'SS8''SS8''SS8''SS8''SS12''SD
30''SD 18''SD8''SS 8''SS8''SS8''SS8''SS8''SS8''SS12''SD 12''SD12''SD12''SD18''SD12''SD12''SD12''SD12''SD8''SS 8''SS 8''SS8''SS8''SS8''SS30''SD 30''SD
8
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8''SS8''SS12''W12''W8''SSPER AS-BUILT8''SS8''SS8''SSPER AS-BUILTPER AS-BUILT8''SS8''SSPER AS-BUILTPER AS-BUILTHAWKINS LANEHAWKINS LANERANDY LANEBLACKTAIL DRIVE
RANDY LANE25'VARIES25'VARIES25'25'27.5'27.5'27.5'27.5'27.5'27.5'
27.5'
27.5'[E][E][E][E][E][E][E][E]CDCDCDGATEGATEGATEGUARDRAIL
TRANJBJBEVLTEVLTEVLTJBJBJB
TRTRTRTRTRTRTRTELVLTETRTRTRWICVICVICVICV(2)ICV(3)WICV(2)WWWICV(2)SSSDSDDDDDDDDDDSSSSSSDGARDENGATEWOOD PILESDSDSTRSSSBBD12345678101112131415123456789101112131415161718192021222324252628D/WHCRHCRHCRHCRSSSSS927EGRAVEL PATHGRAVEL PATH GRAVEL PATH
12" CPP CULVERTIE = 823.24'24" CPP CULVERTIE = 754.53'24" CPP CULVERTIE = 756.20'8" RCP OUTFALLIE = 879.33'15" RCP INLETIE = 773.10'LOT 1LOT 6LOT 5LOT 12LOT 28LOT 7LOT 2LOT 3LOT 31LOT 22LOT 29LOT 33LOT 18LOT 24LOT 17LOT 34LOT 21LOT 35LOT 25LOT 32LOT 37LOT 4LOT 20LOT 36LOT 27LOT 30LOT 10LOT 15LOT 11LOT 14LOT 16LOT 19LOT 23LOT 26LOT 13LOT 38LOT 9LOT 8>>>>>>>>>>>>>>>>>>>
>
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>10.50'10.50'4.00'1.50'>HAWKINS LANERANDY LANERANDY LANE8208
3
0
840
850 812814816818
8228248268
2
8
8
3
2
83
4
83
6
83
8
842
844
846
848
860
870880862
864
866868872874876878882884810808812814816818818820
830840816818818818822824826828832834
836
838
790800810788792794796798802804806808812814816820830
840
850820
830
840
850
860770772768766 764 (755)(760)(765)(770)(775)(780)(785)(790)(795)(800)(805)(810)(815)(820)(825)
(830)
(835)
(840)
(845)
(850)
(855)
(860)
(86
5
)
(87
0
)
(875
)
(880
)
(885
)
(790)(795)(800)(805)(810)(815)(820)(825)(830)(835)
(840)
(845)
(850)
(855)
(860)
(865)
(870)
(875)(880)(820)(825)(830)(835)(840)(845)(850)(855)(860)(865)(870)(875)(880)(885)
(890)(865)(870)(875)(880)(885)(890)(895)(900)(905)(910)(915)(920)3C3.02C3.0TAMBOUR LANEWQ1+882+003+004+004+301/C3.0WQWQWQWQWQWQWQWQWQDETWQWQDETDETWQWQTAMBOUR COURTCONTOUR MAJOR (FG)CONTOUR MINOR (FG)EX. CONTOUR MAJOREX. CONTOUR MINORSHEET LEGEND4950(49)(50)STORMWATER WATER QUALITY FACILITYWQAREAS WHERE SLOPES EXCEED 15%DETENTION FACILITYDETCURB & GUTTERCURB &SIDEWALKWATER QUALITYSWALESLOPE AT 3:1 TOMATCH EXISTINGSLOPE AT 3:1 TOMATCH EXISTING21'SHED SECTION4' WALK2.0%EXISTING GRADECURB & GUTTERCURB &SIDEWALKWATER QUALITYSWALESLOPE AT 3:1 TOMATCH EXISTINGSLOPE AT 2.5:1TO MATCHEXISTING21'SHED SECTION5' WALK2.0%EXISTING GRADEOFF-PICULELL PROFILE7757807857907958008058108158208257757807857907958008058108158208251+502+002+503+003+504+004+50EXISTINGGRADEPROPOSEDGRADE-2.00%-5.00%-5.00%-10.00%-15.00%-24.22%-20.00%2+62.95 PVIS815.38' PVIE96.11' VCK = 5.002+14.89 BVCS
817.78' BVCE
3+11.00 EVCS
803.74' EVCE
2+10.50 GB818.003+40.00 GB
796.72
3+60.00 GB
792.72
3+80.00 GB
789.72
4+00.00 GB
787.72
OREGONEXPIRATION DATE:12/31/202388168BRAEWOOD HILLS
THIRD ADDITION PUD
PHASES 5 & 6
SEPTEMBER 6, 2023
2100216ABAB/FUAB/FUC3.08/29/25 12:46pmABackusC3.0File: O:\c\p\2021\2100216-Braewood-Hills-PUD\CAD\PLOT\PUD\2100216-03GD.dwg TAB:C3.0Plotted: 8/29/25 at 12:46pm By: ABackus
800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSTAMP2100216-03GD.dwgSCALE501 INCH = 50 FEET50100012/31/202512/31/2025SCALE:2PRIVATE DRIVE SECTIONNTSGRADING PLAN SCALE:1" = 20'1TAMBOUR COURT PROFILESCALE:3PUBLIC ROAD (RANDY LANE) SECTIONNTS