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 <br />° <br />3 <br />1 <br />' <br />5 <br />0 <br />" <br /> <br />E <br />32.9 <br />6 <br />'N 57 <br />°25 <br />'28 <br />" <br /> <br />E34.95 <br />'N 72°33'51" <br /> E45.29 <br />'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' <br />7' <br />7'5'5'7'7'14'7'7'49.90'30.44 <br />'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' <br />'G8''WE E E EEEEEEEEEEEEE E ESTOPEND <br />END <br />2''G2''G2''G2''G2''G2''G2''G2''GEEEEEE <br />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 <br />12' <br />'SD12' <br />'SD8''SS8' <br />'SS8' <br />'SS8''SS8''SS8''SS8''SS12''SD <br />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 <br />8 <br />' <br />' <br />SD <br />8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''SS 8''SS <br />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 <br />RANDY LANE25'VARIES25'VARIES25'25'27.5'27.5'27.5'27.5'27.5'27.5' <br />27.5' <br />27.5'[E][E][E][E][E][E][E][E]CDCDCDGATEGATEGATEGUARDRAIL <br />TRANJBJBEVLTEVLTEVLTJBJBJB <br />TRTRTRTRTRTRTRTELVLTETRTRTRWICVICVICVICV(2)ICV(3)WICV(2)WWWICV(2)SSSDSDDDDDDDDDDSSSSSSDGARDENGATEWOOD PILESDSDSTRSSSBBD12345678101112131415123456789101112131415161718192021222324252628D/WHCRHCRHCRHCRSSSSS927EGRAVEL PATHGRAVEL PATH GRAVEL PATH <br />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>>>>>>>>>>>>>>>>>>> <br />> <br />> <br />>>>> <br />>10.50'10.50'4.00'1.50'>HAWKINS LANERANDY LANERANDY LANE8208 <br />3 <br />0 <br />840 <br />850 812814816818 <br />8228248268 <br />2 <br />8 <br />8 <br />3 <br />2 <br />83 <br />4 <br />83 <br />6 <br />83 <br />8 <br />842 <br />844 <br />846 <br />848 <br />860 <br />870880862 <br />864 <br />866868872874876878882884810808812814816818818820 <br />830840816818818818822824826828832834 <br />836 <br />838 <br />790800810788792794796798802804806808812814816820830 <br />840 <br />850820 <br />830 <br />840 <br />850 <br />860770772768766 764 (755)(760)(765)(770)(775)(780)(785)(790)(795)(800)(805)(810)(815)(820)(825) <br />(830) <br />(835) <br />(840) <br />(845) <br />(850) <br />(855) <br />(860) <br />(86 <br />5 <br />) <br />(87 <br />0 <br />) <br />(875 <br />) <br />(880 <br />) <br />(885 <br />) <br />(790)(795)(800)(805)(810)(815)(820)(825)(830)(835) <br />(840) <br />(845) <br />(850) <br />(855) <br />(860) <br />(865) <br />(870) <br />(875)(880)(820)(825)(830)(835)(840)(845)(850)(855)(860)(865)(870)(875)(880)(885) <br />(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 <br />817.78' BVCE <br />3+11.00 EVCS <br />803.74' EVCE <br />2+10.50 GB818.003+40.00 GB <br />796.72 <br />3+60.00 GB <br />792.72 <br />3+80.00 GB <br />789.72 <br />4+00.00 GB <br />787.72 <br />OREGONEXPIRATION DATE:12/31/202388168BRAEWOOD HILLS <br />THIRD ADDITION PUD <br />PHASES 5 & 6 <br />SEPTEMBER 6, 2023 <br />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 <br />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