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>>>>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 LANE10' SLOPE EASEMENTDOC. NO. 2003-1141147' UTILITY EASEMENTDOC. NO. 2003-11411310' SLOPE EASEMENTDOC. NO. 2003-1141147' UTILITY EASEMENTDOC. NO. 2003-11411314' UTILITY EASEMENTDOC. NO. 2001-04454125'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 PILESDSDSTRSSS#10#9#8#7#11#12#13#6#5#14#4#15#3#16#17#2#1#20#19#18BBD12345678101112131415123456789101112131415161718192021222324252628D/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 3212,864 sf12,735 sf12,958 sf12,820 sf12,875 sf12,622 sf12,975 sf11,427 sf32,840 sf10,421 sf14,940 sf10,965 sf12,614 sf12,700 sf16,922 sf15,407 sf14,166 sf16,657 sf18,554 sfLOT 3723,662 sfLOT 413,077 sfLOT 2012,584 sfLOT 3613,731 sfLOT 27LOT 3029,19011, 022 sfLOT 1012,777 sf13,485 sf12,470 sfLOT 15LOT 11LOT 1410,874 sfLOT 1614,594 sf13,277 sf11,915 sfLOT 19LOT 2311,518 sfLOT 2613,482 sf11,402 sfLOT 1391,011 sfLOT 38(31.0% WR)(23.7% WR)(31.9% WR)(32.6% WR)(28.97 % WR)(30.62% WR)LOT 9LOT 811,184 sf10,598 sf5,430 sf4,919 sf4,391 sf5,373 sf6,913 sf5,182 sf14'1,380 sf(0.015% WR)WWWWWWW
<br />WWWWW FH-1W TAP-1SD CB-3SD MH-1SD CO-10SD OF-3SD CB-2SD DI-2SD CO-4SD CO-5SD CO-6SD CO-7SD MH-2SD MH-3SD MH-4SD MH-5SD CO-8SD OV-2SD OF-1SD CB-1SD CO-1IE 24"=755.62IE 24"=755.52SD MH-61SD OV-1WQHAWKINS LANERANDY LANEPICULELL WAYRANDY LANEWQ10"SD8"SD8"SD 8"SD12"SD12"SD24"SD 10"SD24"SD12"SD10"SD10"SD8"SD
<br />8"SD10"SD8"SD
<br />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.SHEET NOTESUTILITY LABEL LEGENDFO
<br />R
<br />I
<br />N
<br />FO
<br />RM
<br />A
<br />T
<br />IO
<br />NON
<br />L
<br />Y
<br />BRAEWOOD HILLS
<br />THIRD ADDITION PUD
<br />PHASES 5 & 6
<br />SEPTEMBER 6, 2023
<br />2100216ABAB/FUAB/FUC2.09/5/23 12:01pmfurrutiaC2.0File: O:\c\p\2021\2100216-Braewood-Hills-PUD\CAD\PLOT\PUD\2100216-02SD.dwg TAB:C2.0Plotted: 9/5/23 at 12:01pm By: furrutia
<br />800 Willamette Street, Suite 400Eugene, OR 97401O: 541.684.4902F: 541.684.4909www.kpff.comSTAMP2100216-02SD.dwgSCALE501 INCH = 50 FEET501000STORMWATER DRAINAGE PLAN
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