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2''G 2''G 2''G 2''G2''G 2''G 2''G8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WE E E EE E E E EEEEEEEEEEEEEEEEEEEEEEEEE E ESTOP 2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G2''G 2''G2''G 2''G E [T][T][T][T][T][T][T][T][T][T][T][T][T][T][T][T][T][T][T][T][ T ] 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8 ' 'WUC10''SD 12''SD30''SD10''SD10''SD30''SD30''SD30''SD 18''SD18''SD18''SD8''SS 8''SS 8''SS 8''SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS12''SD12''SD12''SD12''SD12''SD12''SD12''SD18''SD18''SD12''SD12''SD12''SD12''SD12''SD1 0 ' ' S D 1 0 ' ' SD 12''SD12''SD12''SD12''SD12''SD8''SS 8''SS 8''SS 8''SS 8''SS30''SD 30''SD 30''SD 30''SD8''SS 5"5"8"7"8"10"8"9"8"9"8"12''SD 48''SD15''SD12''SD12' 'SD 10''SD 764765766767768769770770771772773774775776777778779780781782783784785 78 6 787 7887897 9 0 791792793794795796797798799800801802803804805806807825820815 810 805800795790820 815 810 805 800 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' 2 7 . 5 ' 2 7 . 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 R E L IM I N A R YSEE SHEET 5SEE SHEET 3 SHEET INDEX:SHEET 5SHEET 6SHEET 7SHEET 4SHEET 1SHEET 2SEE SHEET 1SHEET 32 AUGUST 2021