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Home My WebLink AboutSITE PLANS (INITIAL)LE END N TE KEY N TE - - -ww- - - - -ww- - - NEW PUBLIC WASTEWATER SEWER LINE 1. PROPOSED WATERLINES ARE SHOWN APPROXIMATELY. EXACT WASTEWATER WATER LOCATIONS AND SIZES TO BE DETERMINED BY EWEB. 1 NEW PUBLIC CITY OF EUGENE STANDARD WASTEWATER MANHOLE. E. 11 APPROXIMATE WATER CONNECTION PDINT - - -ww- - - - -ww- - - NEW PRIVATE WASTEWATER SEWER LINE 2. ALL PUBLIC IMPROVEMENTS TO BE CONSTRUCTED PRIVATELY 2 NEW PUBLIC 8" GRAVITY WASTEWATER MAIN. - -ww- - - - -ww- - - EXISTING PRIVATE WASTEWATER SEWER LINE 12 NEW WATER LINE. SIZE TO BE DETERMINED BY EWEB. 3 NEW INDIVIDUAL PRIVATE PRESSURE WASTEWATER LINE SERVICE LATERAL CONN6 LATERAL CONNECTION TO LOT 13 NEW WATER METER. EXACT LOCATION TO BE DETERMINED BY EWEB. -----FM----- NEW PRIVATE WASTEWATER FORCE MAIN 4 NEW JOINT PRIVATE WASTEWATER TRENCH CONTAINING INDIVIDUAL PRIVATE PRES aL PRIVATE PRESSURE 14 NEW FIRE HYDRANT. FINAL LOCATION DETERMINED BY EWEB. - - - w- - - - - w- - - NEW PROPOSED PUBLIC WATER LINE WASTEWATER LINES TO EACH LOT SEE DETAIL THIS SHEET. EXISTING PUBLIC WATER LINE 5 NEW PUBLIC WASTEWATER CLEANOUT. NEW PUBLIC WASTEWATER MANHOLE 6 NEW PRIVATE INDIVIDUAL GRAVITY SERVICE LATERAL. EXISTING WASTEWATER MANHOLE ® NEW WATER METER 30" NEW PROPOSED FIRE HYDRANT COVER TYP. ~ ~ ~ 6" INDIVIDUAL PRIVATE MIN. ~ Q PRESSURE SERVICE ~ LINES ~ ~ 6 " ~ 6" MIN. MIN. J INT PRIVATE WA TEWATER TREN H SCALE: NONE 1 RIM=894.2E 14.21 ~ --J- FL=890.Ot ).Ot i i ~ ~~Al ~ / i .J M / ~ i ~V. O / - ~ f!J ~ Z O - ~ 11 -.1- ~ r CAPITAL DRIVE ~ x ° ~ Z ~,,,.r-, o" ~ ~ 1 ~.i.--.' =Z - c~ ~~nvz ~A . \ z c~ ~~nvz / - EXISTING FIRE HYDRANT =r''J ~D x ET % STRE RUTA L,AJ ~ . DE ,r ~ ~ CRESTA CONNECTION POINT TO EXISTING 6 ~ WASTEWATER MANHOLE ~ ' NEW FL=867.37 ~ ~ 1 ~ 2 2 r / ~ (2) 13 ~ i fs ~ z e .W ~ RIM=858.10 ~ _ NEW (2) FL r ~ ~ ~ ~ Y ~ ~w ~ IN=852, 00 ,~r a = 6 ~ ` ~ \ RIM=915.21 1 i EXISTING LIGHT ~ FL=911.0E POLE TO REMAIN ~ ~ 6'~ ~ i' 2 ~ ~DO. sA z ~ ~ oo = s ~ EXISTING FIRE HYDRANT ~ s ~ ~ u~~ ~ ~ ~=t-~- ` 'S poR ~s 13 ~ ti / I ~ N 2 ~ ~ i e ~ \ ~ ~ ~X ~F~ CONNECTION POINT TO EXISTING ` ~ ~ mZ ~ WASTEWATER MANHOLE ~ - , ~ ~ Esc, RIM=907.01 NEW FL N =881.75 ~X n ` EXISTING HOUSE A~ m ~ \ 1 ~ w~ \ 2s~2. FL=902.01 EXISTING FL (S)=881.74 v ~ ~ yp 7L 2602 TO REMAIN ~ ~ ~ ~~N 2 11 2 i I ~ ~ J a P 92 r ~ waN? A 2 \ 1 r-. - < \ ` 1 ~ RIM=903.61 y m 1 NIVM 313H~' W , 1 FL=898.01 ~ ~ \ ~ ~ ~ 5 ~ o I ~ ~ ~ x ~ n 2603 ~ ~ 1 ~ ~ ~ v~ _-s _ - ~ ww - - - ww- ~q ~ _ _ww_ _ -ww J ~ 12 - _ _ ~ ~ ~ o~, I ~ ova _____ww- ~ 4 6 ~ 6 ~ ~ ~ ww _ s ~ 3 --ww-r _ _ _ ~ 5 6 - EXISTING 3 UNIT I APT. TO REMAIN I 4 ~ ~ _ , r` ~ ~ I ~G AIN I ~ ~ ~~0 0~\G~~ ~ 13 (2) ~ ~ I I ~ I a (3) 13 QP~ 2 ,3 r QP~~ ~ ~ c~ m ~ I I ~ ~~z A~ 6 6 \ ~ ~ 2 _ I aN » ~ I i~ I PROP. 3 UNIT 4 ~A= m= ~ I I ~ (2) 13 ~ _ 1NI1- ` ~ I APL EXPANSION ~'I \ _ yes ~ ~ I ISION \ - i , n 2so~ ~ / 3 14 ~ ~ ~ 13 ~ ~ ~ ~ ~ ~ ~ ~ _ ~ A ~ ~ I ~ 13 (2) ~ 3 ~ ~ ~I (2) 13 (2) 13 ~ ~ ~ _ ~ ~ >a I 7 ~ ~ °n ' I i ~ Pi v r 9~= ~ 6 ~ \ ~ 6 EXISTING HOU E ~ I ~ 'di ~ ~-sse, \ i~ ~ ~ 1 TO REMNN ~I 3 I ~ ~ ~ I ~ I 3 _ 11 I ~ ~ ~ . \ RIM 907.6E I rnNre~ wai a I i! ~ ~ ~ ~ 4 ~ . ~ FL-902.01 ~ ~ ~ 13 2 jl ~ ~ O ~ I , ~ ~ ~ ~ ~ ~ ~ 4 ~I 3 ~ ~ 3 ~ ~ ~ ~ ~ I _ 12 12 ~ ~ , _ -----m_ , ~ \ 13 (2) ~ ~ 3 ~ / I I ~ 3 ~ ~ ~ 4 ~ ~ ~ 13 ~ ~ ~ ~ ~ ~ ~ ~ / I I I v 4 _ ~ ~ II - \ _ - w_ _ _ _-w~ - ~ 3 ~ - II _ ~ ~ __..~.,..ee~..__ - ~ , 3 \ (2) 13 -Bey- 3 13 v ~ I~ \ ~ O ~ ~ ~ A 3 , ~ ~ , _ ~ ~ a ~g ' ~ ~ _ ~P~ ~ GP ~ - ~I - II , 3 - I . b ~ ese \ ~ ~ - II II ~ _ . _ . - . - -86< --__"-634--..> PG - _ ~ 11 ° 11 11 :a- X II ry I I - I I - I ii ~ ~ 3 ~.,r-, ~ ~ .i II I lI ~P ~ - F ~ ~ - i P~~ ~P~ 6~ ~ ear _ . ,P~ ~ I I F. ~ ~.v Q~ .~4 Q~ - - - I I I Q~ 1 ~ ~ l ~ I ~ ~ II r , II f \ II ~ ~ i I I ~ ~ _ I ~ . _ ~ I ~ . f f I I I a I ~ i I I 1 ~ i m I I i - i - i ~ - I _ i / I I I ~ ~ EXISTING FORESTED AREA I , / FORESTED AREA ~ i B I i ~ I , _ ~ , / RIBBON TRAIL I ~ I I o~ ~ - ~ i F~ I ~ I ~ ~ ~ ~ - i i o V Z a ~ z a ~ Since 1977 a civil transportation " structural ~ geotechnical o SURVEYING N 310 5th Street FOR CONSTRUCTION " Springfield, OR 97477 p: 541.746.0637 o f: 541.746.0389 a CT TO AGENCY REVIEW N www.BranchEngineering.com ~ Springfield OR I Salem OR a i m Scale: 1" = 40 W SCHIRMER SATRE GROUP ° 375 West 4th, Suite 201, Eugene OR 97401 o ~ # Date Description ■ ion Drawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ ED PROF ~R FS o www.schirmersatre.com S~ si ~IN,~ O ARS SHEET NO. 0 20 40 80 ~ ~ ~ #797.32PE ~ ~ ~ Checked 0 a t~~t Digs a y signed by Nathan Pa erson - SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND = ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Date: 2017.02.2814:57:38 -08'00' NP ° COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 2 OREGON = 9 o~~ ~ Date ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ~ ~ ~ ~ ti ~ MAR. 03, 2017 N 1 ~ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND ~ ~ ~ i qN ~ PAS CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ Phase ~ UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARrvsHALLHOLDSCHIRMERSATREGROUPHARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON EXPIRES: DECEMBER 31, 2018 N IV © 2017, SCHIRMER SATRE GROUP ~ i NOTE ~ ~ ~~1. ...1` ~>0 ~ ~ 1. ALL PUBLIC IMPROVEMENTS TO BE CONSTRUCTED PRIVATELY. ~O ~ ~ ~ ~ CAPITAL DRIVE ~x ~ ~ 4 Z ~ ---m-----m-----m--- NEW PUBLIC STORMWATER SEWER LINE ODO 2. ALL INDIVIDUAL LOTS WILL NEED TO ADDRESS WATER QUALITY AND _ - ' Z ~ ,ADZ - NEW DETENTION VAULT FLOW CONTROL REQUIREMENTS WHEN APPLYING FOR BUILDING 8 RIM=882.05 r / ~ PERMITS. REST TA ST NEW LEVEL SPREADER 3 ~ 12 3. ALL CATCH BASINS, MECHANICAL TREATMENT DEVICES, UNDERGROUND DE RU LA J CRESTA _ DETENTION STORAGE, AND PIPING SHALL BE PRIVATELY MAINTAINED. .C = RIM=884.50 ~ ~ ~ ~ NEW STRIP DRAIN 50 ~ N / ~ ® NEW PUBLIC CATCH BASIN 4. 4. CITY OF EUGENE WILL BE RESPONSIBLE FOR MAINTAINING PERVIOUS ~i ~,,.r- PAVEMENT IN PUBLIC RIGHT-OF-WAY OF CAPITOL DRIVE. _ - \ NEW PERVIOUS ASPHALT /J ~ - a~ Z 11 Ff " ~ ~ ! i ~ ~ ~ ~ ~ x y~ € / ~ ~ ~ ~ \ '~w 12 ~ ~ / `~r.,, i \ \ ~ Y 4 ~ w ~ ~ / 6 ~ i' i I, aA /t c~~i>o z ~ \ Mfg Z ~ M~ ~D ~i- ~ 4~ _ry~ i KEY N TE " ' ~ ~ ~ ~ ~ 4 i x m ~RF~ \i .4 x I i4 L i \ N~ ~ 1 NEW CATCH BASIN. x ai 2s \ 'a2. ~ g 2 NEW MECHANICAL STORMWATER TREATMENT MANHOLE. I EXISTING HOUSE t- ? O ~ O ~ ~~2• ~ I n 2so2 70 REMAIN EXISTING HOUSE D- p ~ i 70 REMAIN c',~ ~ `D N 3 NEW STORM CLEANOUT " _ ~ ~ y.. ~ j 9 D 1~ - < ZD 4 NEW STORM PIPE I ~ ~ ~ ~ ~ i \ ~ I - ~ o~ I ~ A m N1NM 3131l~N N'INM 3131l~N09 ~ ~ 8 ~ ~ 9 5 NEW UNDERGROUND DETENTION VAULT 816 BY OLD CASTLE OR APPROVED ALT 0 m - O aoea 6 NEW UNDERGROUND DETENTION VAULT 776 BY OLDCASTLE OR APPROVED ALT n zso3 x I _ - 7 NEW MECHANICAL TREATMENT CATCH BASIN. AFC aR I - , ~ 8 NEW CATCH BASIN BUBBLER. ~ ~ EXISTING 3 UNIT ~ i ~ A APT. TO REMAIN ~ I - ~ ~ ~ I 1 9 NEW PERVIOUS ASPHALT. i RIM=897.10 12 ~ ~ / 12 8 I ~9B r ~ ~ ~ I Q 10 NEW LEVEL SPREADER UPLAND DISPERSION OUTFACE PER DETAIL THIS SHEET. ~ ~ RIM=899.96 _ _ ~ I NEW STRIP DRAIN TRENCH DRAIN ROTATED TO MATCH SLOPE OF ROADWAY 191 ~µN~ 11 / a 'J D ~ v~. ~m~ppOZ AI / 7 i 12 NEW PERVIOUS PAVEMENT PER DETAIL THIS SHEET / ~ t m I l/ \ PROP. 3 UNIT \ _ ~s!_ _ APT. EXPANSION I I ! i ~ f n zso~ ~ ~ ~ ~ ~ .r \ \ - I a ~ RIM-888.70 FL OUT-879.27 s s I a~ ~ 9 ~ - - - ~ m _ _ _ _ - ~ BOT-878.27 A~ ,z g,2 ~ ~ . i ~ ~ i 4 'Z Q EXISTING HOU E - - - - ~iN_~i~ ` ! A TO REMAIN msg. i ~ I - - - - - _ ~ RIM=882.40 r r - = 5 ~ ~ ~ ~ ~ ~ . FL DUT=874.12 _ I . sa I 1 / ~ _ ~ ~ ~~V ~ . BOT=373.12 ~ ~ - ~ RIM=882.75 ~ COUrarrr wel 2 ~ 1 ~ FL=873.85 ~ ~ ~ ~ I i V~~ \ i 9 ~r _ ~ ~ ,°r, ~ 4 RIM=883.40 5 ~ / I FL OUT=874.52 ° ~ RIM=888.35 ~ ~ 3 / sa d~ BOT=873.52 5 _ - - - ~ FL OUT=880.04 N 2 O 1 ~3 1 ~ 4 BOT=879.04 ~ ~ _ - / ~ ~ / I ~ w._ _ y 4 ~\SD ~ ~ \ II -s i II - I I - \ -SD - _ ~ b- %1 ~a - 5RIM=881.30 _ _ ~D ~ i / ~ (2) FL OUT=870.80 II BOT=869.80 I I 1 - ' - . ~ FN ~ ~ / \ II II ~ II ~ II I A D X ~P~ II ----~a- a I I _ ~ 1 ~ ZZ c;e II ~ - II - M ~ _ CM II . ~ II - ace II 5 II - _ _ / P~' - V 4 II _ ~ _ K \w ~ - (d - II ~ . Y 2{ / I I 1 ass, ~ ~ I ~ ~ ~ ~ _ _ c~' --~a - --..v 1 ~ P~ `4~ ~P~ ~ I - - i~ - ~~P _ _ Q~ I ~ - - a t _ ii t ~ I ~ I 38 LF I 10 II T ~a I ~ \ ~ ~ ~ ~ 38 LF TOGB=812.00 II ~ II ~ I ~ 10 _ _ _ _ _ rocB=slo.oo l ll t I t I I \m... _ r i I I ~ I ~ ~ ..-ens----- - I I Y _ _ J I ~ Y l I _ ~ ~ ~ - ~ ~ I f I I EXISTING FORESTED AREA I ~ I I f I B ~ ~ _ I RIBBON TRAIL I I °~..y I ~ I I I ~ Fop ~ ~ PIPE O.D. - - - - 1' 1' MIN MIN END CAP OR PLUG FLOW TO SECOND DISPERSAL TRENCH IF NECESSARY ° o0 P ° CLEAN OUT WYE FROM PIPE vP ° ° P 4"OR 6" PERFORATED PIPE LAID NOTCHED GRADE ° p BOARD 2'X2» Q ° FLAT/LEVEL NOTCHES 18" O.C. o Q TYPE I CB W/SOLID COVER ° Q° (LOCKING) 1YPE I CB P ° P W/SOLID COVER A A ~ ~ ° ° INFLUENT PIPE (MAX DESIGN o Q ° Q FLOW 0.5 CFS PER TRENCH) ° ° po ° Q o CLEAN OUT WYE FROM ~0 P PIPE 25" ACCESS HOLES WITH ° ° ° FLOW TO OTHER BRANCHING ° ° cB's As NEGESSARY RISERS AS NECESSARY PER o Q MANUFACTURERS SPECIFICATIONS PLAN NTS 25" ACCESS HOLE WITH RISERS AS NECESSARY PER PIPE O.D. 18» O.C. MANUFACTURERS SPECIFICATIONS GALVANIZED PIPE SUPPORT, 5 °E SUPPORT, SEE NOTE BOLTS 1 i MIN MIN P1` 2" INLET 8" X 8" PVC TEE, OPEN AT X20% M TOP AND CAP W/ ORIFICE 2X12" ~,P~' » PRESSURE 0"~ N 8 X 8 PVC TEE ~2 0 ~ ° ° a 'X 8" PVC TEE, OPEN AT AT BOTTOM TOP AND CAP W j TREATED GRADE ° 'P AND CAP W ORIFICE _ / PIPE SUPPORT, SEE NOTE Q ° o °j AT BOTTOM BOARD ° 0 2 GRADE BOARD NOTCHES a ORIFICE/FLOW BOTTOM INLET POROUS PAVEMENT z x ° ° °o ~ 4"OR 6" PERFORATED 2° CONTROL PER N ° 2" THICK 1 2" OPEN / i . i `ORIFICE/FLOW ~ p p PIPE LAID FLAT STORM REPORT » ~ ~ CRUSHED AGGREGATE ° ° ° NOTES: 8 PVC STORM PIP ~ a p ° ° DESIGN E ° a ° 1. THIS TRENCH SHALL BE ARM PIPE e CONTROL PER 8 PVC STORM PIPE FILTER COURSE STORM REPORT a 4X4' SUPPORT POST ° 4 CONSTRUCTED SO AS TO PREVENT OUTLET DESIGN 1TLET OUTLET D ° ° CLEAN (59 FINES) POINT DISCHARGE AND/OR EROSION. ` ` ' ' ' a ' ~ ~ a ' ' 4. 4 . 2 Q °o ° 1 i/2 -3/4" 2, TRENCHES MAY BE PLACED NO Q ° p WASHED ROCK ~ Q Q ° o Q CLOSER THAN 50 FEET TO ONE 4" COMPACTED G ANOTHER. (100 FEET ALONG BASE ROCK ' 4" COMPACTED GRAVEL ~ ~ COMPACTED GRAVEL FLOWLINE) 16 -11 SE ROCK 6'_4» BASE ROCK CONSTRUCTION 3. TRENCH AND GRADE BOARD MUST BE COMPACTED NATIb )MPACTED NATIVE SOIL ~'-O'~ COMPACTED NATIVE SOIL ' GEOTEXTILE LEVEL. ALIGN TO FOLLOW CONTOURS OF x`159 MAX FOR FLOW SECTION A-A SITE. CONTROL/WATER QUALITY NTS 4. SUPPORT POST SPACING AS NOTES: NOTES: TREATMENT IN RURAL AREAS. REQUIRED BY SOIL CONDITIONS TO PIPE SUPPORTS SHALL BE ANCHORED AT 3' MAX SPACING. PIPE SUPPORT TO BE SS ENSURE GRADE BOARD REMAINS LEVEL. PIPE SUPPORTS SHALL BE ANCHORED AT 3' MAX SPACING. PIPE SUPPORT TO BE SS STONE RESERVOIR, 3/4 - 1 " STRAP THICK X 1" WIDE BOLTED TO STRUCTURE WALL WITH DIAM SS STRAP THICK X 1 " WIDE BOLTED TD STRUCTURE WALL WITH DIAM SS (AASHTO #5) CLEAN CRUSHED FLOW DISPERSAL TRENCH EXPANSION BOLTS. EXPANSION BOLTS. AGGREGATE INSTALLATION, BACKFILL AND COMPACTION SHALL CONFORM TO MANUFACTURERS INSTALLATION, BACKFILL AND COMPACTION SHALL CONFORM TO MANUFACTURERS FILTER FABRIC LAYER. INSTALL ~ ~ NOTES SPECIFICATIONS. CONTACT ENGINEER TO WITNESS INSTALLATION. SPECIFICATIONS. CONTACT ENGINEER TD WITNESS INSTALLATION. IMPERVious uNER FoR AREAs WITHIN i D OF BUILDING WALL. ~ 1. SOURCE: WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PERFORM TANK WATER-TIGHTNESS TESTING, AS REQUIRED. CONTACT INSPECTOR TO UNDISTURBED SOIL since 1977 (WSDOT) HIGHWAY RUNOFF MANUAL, FIGURE 5.a.3s. PERFORM TANK WATER-TIGHTNESS TESTING, AS REQUIRED. CONTACT INSPECTOR TO WITNESS TESTING. WITNESS TESTING. c i v i I transportation 2. FOR MORE INFORMATION AND DETAILS SEE CONCEPT DESIGNS structural • g e o t e c h n i c a l AND TECHNICAL GUIDANCE: STORMWATER OUTFACES (HERRERA SURVEYING 2007). DETENTI N VAULT 816 BY LD A TLE DETENTI N VAULT 776 BY LD A TLE 310 5th Street ~ ~ ~ FOR CONSTRUCTION Springfield, OR 97477 16 -11 x9 -1 x8 -2 UT IDE UTFALL UPLAND DI PER I N 7'-0"x7'-0"x6'-2" UT IDE PERVI U A PHALT E TI N p: 541.746.0637 f: 541.746.0389 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE www.BranchEngineering.com CT TO AGENCY REVIEW Springfield OR ~ Salem OR Scale: 1" = 40 SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 ■ # Date Description ■ ion Drawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ ED PROF ~R FS ■ www.schirmersatre.com S~ si ~IN,~ O a,RS SHEET NO. 0 20 40 80 ~ ~ ~ #79'32PE ~ ~ ~ Checked + ~1~ + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Digita y signed by Nathan Patterson ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Date: 2017.02.2814:58:22 -08'00' NP ~ ~ COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 2 OREGON = 9 o~~ ~ Date PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ~ ~ ~ ~ ti ~ MAR. 03, 2017 1 ~ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND ~ ~ ~ qN ~ PAS CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ Phase C2 UNAUTHORIZED REUSE OF THESE PLANSBYATHIRDPARTY,THETHIRD NEAR CAPITAL HILL AND SPRING BLVD EUGENE OREGON PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. EXPIRES: DECEMBER 31, 2018 ©2017, SCHIRMER SATRE GROUP 50' R/W 50' R/W 6" ~ 21' PAVING 6" CURB CURB 6" ~ 21' PAVING 6" CURB CURB VARIES VARIES VARIES VARIES 3.5' VARIES VARIES VARIES VARIES 3.5' VARIES LANDSCAPE STRIP SIDEWALK LANDSCAPE STRIP CROWN AT CENTER SIDEWALK EXISTING 1 G ,gyp EDGE OF AC 2~ 15'pQE ~G ' OF STREET G •(0 2q _ 51, 15'(1 2% 2~ f 2% 15'GP~ ~G -i 5~`~15~1 NOTE: SEE NEW PERVIOUS PAVING i `~-"L j SECTION ON SHEET C2. ~ NOTE SEE NEW ~ _ ! ~ NEW PERVIOUS PERVIOUS PAVING PAVEMENT STANDARD SECTION ON SHEET C2. STANDARD EXISTING OPEN CRUSHED CURB CURB NEW PERVIOUS STANDARD PAVEMENT CURB AC TO AGGREGATE CLEAN CRUSHED AGGREGATE REMAIN FILTER COURSE STONE RESERVOIR OPEN CRUSHED CLEAN CRUSHED AGGREGATE FILTER FABRIC AGGREGATE STONE RESERVOIR LAYER FILTER COURSE FILTER FABRIC LAYER PR P ED APITAL DRIVE PR P ED APITAL DRIVE R E TI N R E TI N PRIVATE DRIVE SOUTH TO PRIVATE DRIVE NORTH PRIVATE DRIVE NORTH TO HENDRICKS PARK SCALE: 1 "=5' SCALE: 1 "=5' _ )[AO ~~~I '~.i.__-' ~ i Ft ~ ALIGNMENT EQUATION/TRANSITION; <EXISTING EASTERN EDGE OF ASPHALT> 7+98.60=<WESTER GUTTER ALIGNMENT STATION> 8+74.55.* ,.J / If d`~ ~ ~ ~ *THERE IS A 14' SHIFT WEST AT THE TRANSITION FROM THE EXISTING . ~ 3+'APITAL DRIVE >o ~ EASTERN EDGE ALIGNMENT TO THE WESTERN GUTTER ALIGNMENT AT THE E Zx4~~pp ~ STATIONS NOTED ABOVE. ~ ~ .i'j "~r~x ~ . - ~r , -".904 X06 _ Z IA9Z )4 ~ ~~06 ,lam.-- _ - 908 ~ -l---.gln STREE - \ 9/ UTA DER ,r< = , C ~A - r ~4~~~ _ ~ ~ o - S k c+ o i'4 r ` "o ' ~ _-_ww- _ _ - ~ ~ o. ,..s,~-.~~~--~~~'- ~ ~ ~ ~ ~ 1,1 ZZ I ~ ~a./~ 8 p L EXISTING EASTERN _ ~ x s° ~ V ~W EDGE OF ASPHALT c z± C~ OG % '7 / ALIGNMENT START mob'" ~ A° x ~ a~ ~ 1 ~ \ A`~ 1 x n ~b ~ ~ ~ \ Ap xo x s/` ncD Z x jW O Z I CQM x C ~ F •1. ~ ~ A:>r~\ ~ ~ ~ ~ ~ Q 9 RS '~rl.ry~ 28 1 •i _ ~ '7 6~ i x m ~F ~j1 0 N~ ~ ~ o SHIFT FROM EXISTING EASTERN % m~ ~SR• EDGE OF ASPHALT TO WESTERN ~ N 2 ~ 1 o, e GUTTER ALIGNMENT. ~ ~ ! ~r TT m O? ~~~_~r__ ~R~ _ , ~ ..3 . . 1 ~ - II*~.JU a ~ ~ - . _ _ _ _ ~ - V~aoa ~,pp ~ ~ m x ' _ _ _ III ~ ~.m - . ,may,. ~ i , 9+00 _ ~ 7 a ~ ~ I I ~ I x / ~ - - -~w`~ ,~5 r ~ ~ - ,a G ~ ~ - - ~~~I ~ ~~P ~ ~ 0 ~ -a P n D ~ 1 ppyZy~~ Ay . ~ _ _ ' ~ 1 Vrm % E \S ~ 1 ~ Q 7 I X DP y/ rm lJ ; ~ \ 1 t a I- ^ D Dm,1 1 APITAL DRIVE IVE APITAL DRIVE EXI TIN EA TERN ED E F A' ~E F A PHALT WE TERN UTTER LINE PR FILE ii ~ ~ ~p d- N OD O I 940 ~ ~ ~ ~p ~ O m ~ + N o N 940 940 940 ~n _I i r v U7 I fll ± (0 + d- ml i + ui - ~ + 1Q I ~ ~ d- n yo o ~ (0 r ~ I - ~ ~ ~ Q Q Q o + N Q ~ ~ ~ Q Q ~ l0 tf? N ~ I ~ + n ~ ~O ~O ~61~~p ~ 930 ~ a . Y~ Y~ Y~fiY~~ Q m (V Yrn a~ w~ w-;Q~`~ ~ + I ~ 930 930 D ~ ° ~C) N ~ u~ ~ J i a~ w~ ~6 w~v ~'o r ~ 930 cD a t I`- N r~ " O Y m m m ~~~m Yb~ Q r= _ . c~ m ~ m m Q ~ O O ~ ~n ~~a I) _ n~ m rn a O - O m " a rn W ~p I o o > o w " w cn r Q cc ~ ~ 40 0 ~co o> Qw Qw a~JO>Li1> m Y~: cn~~ ~ ~ N ~ ~O Y~ ~ r ~ + (n N a O m , 1 QW ~J ~J ~_1QLLPW i Q~~ O ~ CO + OJ ~ N h) n f- O O w~ o a `n~ ao m o~> o ~ J C7 111 C7 W Cg W O, J LLJ ~ 6~ Q ~ r (t) o ~ 00 p O W W Q LJ m w ~ 920 920 Q ~ ~ 920 ~ Y ~ W ` ~I <r ~o wrn air W ~ iii ° ~ I~ ~ ~ d ~ r41 to i i 920 N o N T~ ~-O Iil0 m o> caw + I ~ 6~ ~ N o ~ YO fY~ o aW W - vLJ o~ W r", U) m~pQ to ~ m I' ~ - ~ ~ Q w w ¢n (n ~ ~ ui o al ~ I I _ . a o in W ~ J sl r a Y~ <I~ Qw caw -0.04 I . cc LLi a Y ~ a ~ m + co m ~ r ~i- ~ o a m w lil r I I ~[1 m ~ m.o w~ o, aJ ~ ,30~ 0.449, .40 ,l ~C > ~ w ~ Q ~ m 2 4 ~ w Q~ ~-o ~°wc'Yr i-o m m co ~ d Q O ~p ~ c~ w ~ w o = I I Y,• m W ~ 910 p ~ a ~ a " a > w ~ ' ~ ~ o co Flo YI„~ w ,r w ~ q w . _ ~ , << 910 910 0 ~ m Q ~ ~ ~ d Q a ° ~ ~ ~ EXISTING GRADL- AT >a w _ w m Q I ,m ~ w m ~ ; cn o ~ m ~ rn - ~ 910 0 Itn WI m a w o, J W EXISTING EASTERN a i~J ai w ~ ~ ~ o > m ~ a ~ Y ~ ~ ~ v _ _ r ~ Q9 ~J a C7W QW n Q~ YpYp Q - o a u~~ Ym ~J caw . / 0 0 ° m a co m w c~ w J5 I I ASPHALT LINE ~ > ~ i11 LLJ ~ J w ~ ~ Q caw a> m WmWm ~n~ e"~ p „ a ~ ~c r w co o > ' ~ «w aw W m ~oc~ro Y~' a a-J ~ ~J o> m m r Yr Q o Q o m w C0 C0 W " alw ~ Ill ~ 3 PROPOSED GRADE AT SED GRADE AT W 3 ~ W a w W w ao ~i c~n ~ ~ o> w w ao a CO co 900 Y~ m o., ~J 65 ~ Q ~ m i i aril c~lw 531 EXISTING EASTE(N i ~ 900 900 ~ J a W o> o> ~ W~ G EASTERN ~ d ~ w rr i a w Q w m Y~ Y M 900 a Q N ~ W C1 > ~ 8~ - ' - F~SPHALI LINE ~ O ~ m ~ W C9Lil I ~ 1 _I LINE ~ \ ~v~0 ~ caw ~J~J w m w~ ~9~ ^ ccwccw W EXISTING GRADE AT- o > ~ ~ e w (Ar „ QW Q'J oa ~ , ~ W W ~ JI m ~ J EXlS SING GRADE 10 RIGNT ~ ' •43g N~ESTERN GUTTEf~ LINE a w o > m f~ m a W a w I S3~ OF EXISTING EASTEF,N A rr J Q W ~ '1g mw ~J w w 0 > wm o> ~J 'f. ~ a w ~ W ~ ASPHALT LIME 2 taw aw 890 m ~ J ~ a~°/ c~ w / ' ` ~ A 15.,n~r, I ,6/ 890 890 9 -3.3E>~ .50' c~ w (Dw 890 o > L- v~8~~~-~. ~ ~ 3,68 ~ - c~ w / ~r,',aQ EXISTING GRADE 21 RI(rHT -3,90 OF WESTERN GUTTER LINE ~ . D% / 880 ~o°~ 8~ ruicTlnir. r.RnnF ~n' 880 E?(ISTING GRADE 10 LEFT PROPOSED GRADL OF 880 880 OF WESTERN GUTTER LINE WESTERN ~~UTTER LINE C~ !_EFT OF EXISTING lASTER~' ASPHALT LINE ~ ~ ~ ~ ~ ~ ~ 8 70 8 70 8 70 8 70 0+00 1 +00 2+00 3+00 4+00 5 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 i 12+00 _,i V C Since 1977 civil transportation structural ~ geotechnical SURVEYING FOR CONSTRUCTION 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 CT TO AGENCY REVIEW www.BranchEngineering.com Springfield OR ~ Salem OR Scale: 1" = 40 SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 ■ # Date Description ■ ion Drawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ ED PROF ~R FS ■ www.schirmersatre.com S~ si ~IN,~ O ARS SHEET NO. 0 20 40 80 ~ ~ ~ #79232PE ~ ~ ~ Checked + ~1~ + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Digitally signed by Nathan Patterson ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Date: 2017.02.2814:58:47 -08'00' NP ~ ~ COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 2 OREGON = 9 o~~ ~ Date PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ~ ~ ~ ~ ti ~ MAR. 03, 2017 1 ~ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND ~ ~ ~ qN ~ PAS CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ Phase C3 UNAUTHORIZED REUSE OF THESE PLANSBYATHIRDPARTY,THETHIRD NEAR CAPITAL HILL AND SPRING BLVD EUGENE OREGON PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. EXPIRES: DECEMBER 31, 2018 ©2017, SCHIRMER SATRE GROUP ~ ~ ET ~ ~ r--,' SIRE RUTA ,i ~ TA DE r, ORES ~p~ ~ _ ,,.,.,.,.rte/ i , _ 1 / i ;I ~ - -WW'~ ~ / ' ~ ,,.s-n-~lW-' ~ i ~ ~ ~ ~ ~ ~ o- .t iz z ' ~`Ll - Ww_ ~ ~ AA N, C A? / n Ao s"~ \ 1 x ~ N N ~ ~ ~ ~,,yy, r. ,r o 'ts ^J\ ~ D N A~ ~Y m ; ~ ~ i;),~ ~ ~ • ~ i\ V ~ ~ ~~i® mom" ~ A ~ w 3 \ v; ~ ~ J41 ~ 1-- \ ~ T ~ ~N o ~ N C + £ >3a~~ ~;t ) ~ rr'' ~V,'- ` 1 0, Am' V ~ ~6a ~ 90 tii '9 ~ oy ~ ~ ' x g x m ~R l~ ` ~ N ~ ~ ~ 1 ~ I L ~ ~ I \ ~y/ X ~ 2Sx 4 ~ n ~ ~ o ` ` ON Q ~ O \ ~y 92 EXISTING HOUSf > x a W AN ~ D 1S A ~ . ~ 1 ~ Am m t 1 ^ N ~ n 2602 TO REMAIN mZ a I ~i ~ I ' \ f J ~ _ ' < i> ~ \ @ b \ \ _ oil II 1 i I ` NA ~ m N1tlM 313 ~ ~ 1_ ray \ i x x ~ 3 ~ \ ; & i f;+~, ~ _ _ 0 3 z ~ _ C;~,/~ ~ ~ ~ ~ ~ y I ~ O K u O + m _ ~ ~ ~ - r. n 2so3 x a ~ ~ . , 3 s ~ ~ - I ~ V W _ ~ . _ I m W ~ x ~ ~~.a i l - - 1 _ _ I ~ EH A; EXISTING 3 UNIT ` •2, ~ 89a ~1r 1 \ Af x . i APT. TO REMAIN ~ \ i - - ~ ~ / ~ i - ~ TI , I ~ \ l x > tO ~ P v ~ W~~ - ~m ~ \ \ e O A♦ X i ~1 ~ ' ~ W _ m~~ an 1 `~0 ~ ~ __.Q--. z ~ ~~I Z ,U Ip y i Ng= mZ ~ ~ ryA D~ - ~ ~ ~ i \ `.C \ A T W U~ i ~ ~ PROP. 3 UNIT I $g ~ ~ - 1 ~ APT EXPANSION ~ / ~ / , I A ~ X I ~ 1 ! n 2sor ~ m~ 50°_ X zN ; x 1 ~ O i I ~ ~ ~ ~ ~ ~ / ~ y ~ :.~8~~~~.-- 1 a ~ ~ ~ s mo`o` ~ 6 v , ~3 e O ~ ~Q , - ~ ~ e ~ • ° L ~ \ -pA A V r 01 1 ~ \ _ _ . - ' ~ ~ ~ EXISTING HOU E R ~ a TO REMAIN , U \ ~ ~ ~ - ~ I _ ~8 ~ ~ .I l _ x . I t- 6 ~ ~ - ~>N X ~ - ~ _ , ~ ~ w~ ~ 4 ~ ( ~ ~ I \ b1 \ x A ~ i~ ~ ~ ~ ~e~ A 1 I I 1,~ _ CONCRETE WA ~j. ~ ~ i ~ ~F~ ~ ~ ~ I I ~i \ ~ ~ ~ i M / . ~ y a 8eo , , ~ o~ ~ i ~ i~ ll ~ ,o b,8 ~ o , ~ ~ ~ n ~ of ~ `.~G~_._._ i x ~ m~ ~ ~ ~ ~ ~ ~ ~ . A i ® \ 9~ DW ^ ~W O I I A { ~ ~ ~ \F / V ~ Ali i 'J m' m N 'J+ ~ J l X 1N w ~ ~ ' Am A m N A X X .W X _ - i A ~ ~ ~~~000 i 1~ W ~ ~ ~ W N 9 < ~ - - - X89 8y .._R~_ b ~ ~ ~ JJ w ~ CN ~ w X Lm V v X _ _ ~ x A~ X A~ X mN T \ X m gym" I \ I c a II .........CN DO ~ t II _ ~ N ;W 9m D' ~ L~ ~ _ _ _ W , / ~ o ~N ' Dim l l 9~, s x W\.\ x ~ ~ ±1 N m "-N p~'pp~q m_ ;N I I ~.~r - i ~ oc a ~ \ \ ~ g ® I I w , N '11 x ~ O cN ~ "~G - 1~, \ \ II i ~ A ~ 4 „N F ~ II ry.'i~_._ \ T ; DO fir... LW ~ 8N X - X ~ \ N / Q\ DO I ~ ~ A c~ I I ~ ~ > ~ s g W _ _ - - O Ay " '~N m '~i - - - - - - - - a _ z? B66 ~ N W D , e~ P R I VAT E R A DWAY 25' R/w 0+00 +00 2+00 3+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 I I+00 11+00 I I +L " LOW PT STAB 0+91 E35 ~ I ~ I I I I I I I i i 14.5' LOW PT ELEII, 888.77 ~ PVI S T A~i FI4,35 35 ~ PVI ELEV~l391._3 HIGH PT STAB c. 44,88 4,88 SIGH PT ~ ' + 6" 21' PAVING 6" K~11,05 HIGH PT ELEV~ 903.91 )3.91 HIGH PT ELEV~ 907.7-7 LOW PT STAB 10+EI PT STA: 10+86.00 CURB 930 LVC~45,00 PVI STA~2+4-x,94 CURB zn 4 PVI STA~9+89,73 LOW PT ELEV~ 89' P-1 ELEV: 899.96 930 ;TO:i n+:,i nn_. w ~ P'vi E:LEV~9ii,~7 r' PVi ELE'V~9ii,i4 =LEV:900.4510 2.7 3.5' 10.5' 10.5' ~ ~ ~ ~ K~6,13 ~ ~ co ~r LVC~190.00 K~3,00 PVI E=LEV~900,4 LI/090.00 K3.84 + 4 0) S~Op pUT SIDEWALK p ro ~ F,~,SFTp ~ 2:'t E~ ~5 + c, - ~ LVC~50.00 = 10.00 = LNG _ 2~ 51,~P '(1t~0 O o0 _ a) v cv ~r ~ LOW PT STAB 7+95.00 ~ rn ~ BVCS~ 10+3F~.00 I~ d) o LOW PT ELEV~ 887.98 rn r m 10+36.00 2q ~~,~5 m o ~U ULJ _ ~ _ = = = _ _ = 92 0 U ~ BVCE:~ 904,_0 Q o,i ~ LOW PT STAB 5+12.58 ~ PVI STAB+50,00 ~ m ~ c,; ~ 904.20 Q 920 10+86.00 ~ o PE ~ S 7 F ! v m ~ uJ LJ - w Cr ~ I nllf ~iT rl n i. nn~ Zc f1\,I r-,,.o~,~ I o + ~ , o I EVC~~ 0 86.00 ~ W LU YV ~ I CLC V' UULJJ I Y I L_LL V'U. U,I U ~ i~ w Q w 899.96 W Y E~~ STANDARD FkisT Tp LOW P1 STA 0 O.GO U O PVI STA~4+34,85 K~10,00 EVCE:~ 899.96 Y U)w i i '~U (AU Q~ U PUI ELEV~881.36 L JC 110.00 ~ w Q O wM CURB tic LOW PT ELE'J~ 8 5.72 > > > K~10.48 ~ ~ > m > w ~ fM m STANDARD 15 PVI STA~0~75, 0 m m LEVEL 3, 1/2" DENSE 1 1/2"-0 COMPACTED CRUSHED CURB ~ ~ PVI ELEU~886. 3 ~ w or W m i_vcl f3c,uo o ~ ~ w . w v GRADED HMAC. THICKNESS ROCK, THICKNESS PER GEOTECH g 10 ~ ~ K~10.59 ~ ~ ~ \ PER GEOTECH RECOMMENDATIONS ~ n ~ ~ ~ ~ o ' ~ ~ ~nN m~ Qi RECOMMENDATIONS i v + u LVI.°3U,UU / ' ' ~ ~ ~ m cr I ~W PT STA. I_;+R~ n(1 + ~m + ~m _ ~ aw 910 CD Lu ~ , . O cv O o ~ \ ~ ~ N L.OW PT ELEV~ 884,2:5 ~ ~ ~ :r - _ ~ ~ :v ~ . ~ ~ s.. ~ + ~ + of PVI ;iTA~7+10.00 ~ v ~ U ' ~ Q Q ~ oo ~ ° f,-,~ \ ~n U~ J~> ~ i' i~ ~ ~ PVI E:LEV~884.58 > ~ > w ~ r ~5 cn vo of / ~ \ W w m ~ ~i ID \ ~ ~ . U ~U ~ K2,.21 ~ i PR P ED PRIVATE R AD ~ ~ ~ ~ i~ 900 Y ~ o , w ~ ~ V > > w LVC~6o.o0 ~ o~ ~V' ~ ~ ~ ~ / ~~0 3.,6 TYPI AL R E TI N - w ~ „ „ M ~ / 0.61 oN o~ ~ - 61 900 SCALE: 1 "=5' m ~~w " m w p°b o ~ ao ~ m I ~ -1.98% b,~.~ + ac + cc GRADE BREAK f~TA = 10+87.50 o~w ~5 a _J ~~w ELI.V - 899.930 EXIST{NG GRADE 15 PROPOSED GRADE CL EXISTING GRADE C~~ CL w ~ 9 ~ \ ~ U~ LEFT OF CENTEIZLIN~ ~ > ~ U > / I ~ ~ ~ ~ > W r - 1 ~ LONI PT STAB 10+92.21 92.21 890 890 "w ~ n ~ 7~ - ~ O - - 10 ~ ~ m \ W I % I nW PT FI FV: RgQQF 9.96 1 I ~ • PVI STA~I I+02.21 I 02.21 i ' J ~ I - - `~•p0% PVI ELEV~900.02 EXSTING GRADE 10.5 - - _ 10.02 ~5 RIGHT OF CENTERLINE IG6,51 06.51 J 0.00 - ' - BVCS~ 10+92.21 92.21 880 880/° ~n % ~ ~ = - - APPROX. VERTICAL APPROX. VERIICAL inrnnnni nr BVCE~ 899.96 9.96 w ~ i ~ LU(~AIIUIV OF ~ C~ i i I EVCS~ 11+12.21 12.21 40 0 VAULT (lYP.) VAU~_T (TYP) E~ICE~ 900.39 )0.39 75 ~ I I I , ~ ~ ~ 870 ~n 8 70 iv 0+00 1 +00 2+00 3+0 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+DO 11 +00 1 1 +00 _,i V C Since 1977 civil transportation structural ~ geotechnical SURVEYING FOR CONSTRUCTION 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 CT TO AGENCY REVIEW www.BranchEngineering.com Springfield OR 1 Salem OR Scale: 1" = 30 SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 ■ # Date Description ■ ion Drawn By Phone: 541.686.4540 Fax: 541,686.4577 ~ ED PROF ~R FS ■ www.schirmersatre.com S~ si ~IN,~ O ARS SHEET NO. 0 15 30 60 ~ ~ ~ #797.32PE ~ ~ ~ Checked + ~1~ + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Igl a y signed by Nathan Pa erson ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Date: 2017.02.2815:00:37 -08'00' NP ~ ~ COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 2 OREGON = 9 o~~ ~ Date PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ~ ~ ~ ~ ti ~ MAR. 03, 2017 1 ~ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND ~ ~ ~ qN ~ PAS CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ Phase C4 UNAUTHORIZED REUSE OF THESE PLANSBYATHIRDPARTY,THETHIRD NEAR CAPITAL HILL AND SPRING BLVD EUGENE OREGON PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. EXPIRES: DECEMBER 31, 2018 ©2017, SCHIRMER SATRE GROUP M:~SchirmerSatre\Projed Activity\Projed Activity - 2013\Dreyer PUD~Survey\ORIGINAL\Survey Kent Bakers Original 1.17.14 ForPlottingOnly.dwg, original, 2/28/2017 6:51:08 PM,1:1 LEGEND • MONUMENTS FOUND AS NOTED ° COMPUTED POINT SANITARY SEWER LINE STORM DRAIN LINE WATER LINE GAS LINE OVERHEAD UTILITY LINE UNDERGROUND POWER LINE REGISTERED PROFESSIONAL LAND SURVEYOR UNDERGROUND TELEPHONE LINE SSMH FENCE OREGON LY 25, 1991 SSCO SANITARY SEWER MANHOLE C C. . BAKER rTEJDU SDMH SANITARY SEWER CLEANDUT #2488 EXPIRES 12-31-2015 CB STORM DRAIN MANHOLE _i~ CATCH BASIN FH WM FIRE HYDRANT - ~ \ WV WATER METER 1 Boa i~uN~ g~b ~ry0" - GM WATER VALVE eC g'b ~~---~.eeE~ 80 80 40 20 0 80 ZC1 II pA ~ ~ o ~ ~ GAS METER E EM SCALE: 1" = 40' W N NWAWO NA~NW / ~ m ~ W ~ n r oa oo,~azs ~ / ~ O N ZCI~pA ~ ~ ~ II IC W J V IN ~ ~ l9 U ~ J~ ~ ~ ~~ti UP ELECTRIC METER ~W~~ ~ ~ NDO~OW ` / O. w~o ~~NNw / ~z9 / Vim. AN Nu,u! \ o ~ ~~~~w UTILITY POLE ~ x°8.0 , ' ~g°~~ TPED ~ ~i u 6 ~.o ~ /a g % oowoo ~ C~ ~~ti \ LP TELEPHONE PEDESTAL _ - , ~ ~ ~ a ~ ~ LIGHT POLE i ~ ~ ~ i ~ i ~ ~ v,~ a \ I % m ~ ~a ~~a s ~ / o/ ou~ a ~ ~ ~ ~~m ~ V 6= r~ /N- ~ / ~ ~ / ~o m~ ~ / , i ~ / i ~ i - ~ _0 / x ~ V ~ ~ ~ 6° / i _ ~ / ~ - / ,ti~~ \ / / tl•a1~ \ ~ v D / \ ~ ~ 6. a, ~ / r ~ noz 1 ~a ~ tim ~ ~ ~ a o / sa3~ »~u~ ~ ~ ~ s / / a~ ~ ~ ~ ~ I ~yy / ~ NItlM ]LIMA ~ K i ~ ~ ~ ~ ~ 6 v 0~ ~ ~ ~ ~ \ am ~ a Q ~s ~ ~ 1 ~ m ~ ~ i ~ z ~ ~ I ~ ~ ~ ~ o x `9~ ~ m V c v, o ~ ~ / ~ ~ ~ mz ~ 1 ~ o. ~ _ ~ x °c~ DX _ ~ ~ / ~ 1 ~ m z - V ~ ~ 1 I _ n° - A - ~ ~ ~ I I / ~ ~ m~ t ~ \ I ~ ~e ~ - I a , \ ` I ~ ! g - N~ ~ ~ ~ ~ ~ o ~ ~ o x ~ ao o m I \ I \ ~ ~ ~ N~m 3,3a~~, ~ o ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ 1 ~ 6 - ~ ~ m 1 ~ ~ D\ ~ ~ 1 ~ a~ ~ ~ ~ - ~ ~pP . 1 _ - - S ~ 1 U \ ~ m\ -m. ~ A A ~q~ ~ ~ ~ ~wnv~~ eono ~--~~cL-~- 1 - ~ ~ ter" ~ . o 1 px \ ~ c 1 V ~ ~ V \ ~ o Am~~ ~ v`~ - - m / / a ~ ~ ~2 p \ VA - \ ~g 4y~=` ,OOZL£ `M„0 ,IZ.ZN p a a V ~ ~ - ~ 4 4 .99Zd£ m faa 1 A__~ 9M z ~ ~ ~ a~~ ~ °0 g ~'b \ ~ >_i I ~ ~ a >a a . 1 ~ ~ oA / ~ ~ ~~~u ~ 1 m ~ ~ g ~ a ~pqa~~ a~ a ~ m~o~mo Wi \ 8 °B ~ °o ~ $a ~ ~ ~ X ~ I > ~ N~ 6l D P~ ~ ~ ~ x ~ ~ - - ~ ~ I o x ~i D ~ 9 ~ 1 ~ n ~ fTl Z Q ~ o~° ~ G7 ~ 9~ 1 0 ~ P~ z ~ x o P p i ~ ~ ~ N~ P ~ ~ \ 9~ D ~ / o x ~ a i ° a A /i o ~ IS, ~ ~ \ ~s f o ~ m a ~ ~ ~ ~ m \ D ~ ~ ~ ~ a~ ~ ~ _ 5 s s-a ~ rw ~ ~s~~ ~ ~ a ~ _ ~ ~ °o ~ ~ ~ ~o ~ ~ ~ ~ Z p =m a~ N 7 ~ A e ~ ~n~ou 'm„oo,e~.os 8 II co II ~ Uio~D~ =oo ~ I ~ ~ ~ ~o o~m~n B wii~u a ~ ~p ~ ~ 0 \ ~ C (A s 1 ww W W 61 ~ Ut ? ~ ~ U ~ O] lp ~ ~ N N . ~ \ ° \ o ~ ~.°o, ~ D N ~ u` 1 o ~ \ x ~ _ ~y~ ~o~~~~~~~ I ' 0 - . ~ oo~\ r ~ ~ ~ \ mttfitN ~ ~ ~ ~ _ i ~ e ~ ~~P o ~ o ~ \ ~ a. ~ ~ ~ ~ o~ ~ ~ ~ ~ ~ I _ _ _ po ~ \ m ~ ~ ~ ~~o ~ - o ~ ~ ~ u ~ ~ ~ ~~Q ~ z ~ ~ pmt D ~ ~ ~ ~ ~u-----" - ~ ~ _ o m m ~ \ A ° ~ ~ _ ~ - ~ ~ m, ~A m, w --e+e~~ ~ ;dam _ ~ V A ~ D= r - m o ~ m'~ ~ ~ ~-sae~~ ,y 1~ O n~ ~ m ~ ~ ~ ice- m 0 ~ _ ~ ~ a \ m ~ ~ ~ ~ _ m ~ ~ ~ ~ ~ _ ~ a \ \ ~ `fie r \\~e~ ~ m ~ A a \ \ ~ ~ D \ \ ~ ~ ~ ~ ~ - ~ F% ~ \ ~ ~ \ 9 \ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ a~ m. .u ~ ~m ~ \ > ~ ~ ~9~~ ~ - dab ~ ~ ~ ~ ~ ~ m ~ mQ o aye ~ \ \ a ii 0>~, ° ~ \ ~ ~ - _ i-^-~ o~ A ~ - - ---iii ~ oa mmo \ ~ ~ o m m a~ m m \ ~ ~ ~ \ \ ~ \ pa ~ ~ \ ~ ~ ~ ~ \ \ \ \ Asa p \ mo \ ~ - m a, m _ - Vim, ~ v ~o v ~ o a ~ _ wo ~ \ °'o ~ ~ \ _ ~ ~ \ n\ v v~ ~ - v vv - '--p0 \ ~ ~ oo~ A V - ~v vv ~ ~d v ~~'~o ~ a nz ~ vv - - aa'~e ~.os v v ~ ~ r ~ ~ ~ ~ N i~~// ~i \ ~ ~i ~ \ ~ ~ ~ ~ \ \ ~ \ ~ ~ ~ ~ \ i /,i //'iii i ~ ~ i V/ \ / O ~ O/'~ I \ / / ~ \ 6 EL ELEVATION DATUM ELEV~ ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF EUGENE BENCI BENCHMARK DATUM, STATION NAME SE1012, A 3 INCH BRASS CAP IN TH AVEN~ IN THE TOP OF CURB LOCATED ON THE SOUTH SIDE OF EAST 28TH AVENUE ON THE CENTERLINE EXTENSION OF ONYX STREET. ELE ELEVATION = 569.78 FEET (NGVD 1929) PROJECT INFORMATION iS MAP MAP TAX LOT ZONING 18-03-( 18-03-04-31 00100 R-1 18-03-( 18-03-04-31 00200 R-1 18-03-( 18-03-( 18-03-04-31 00201 R-1/PD 18-03-04-31 00300 R-1/PD FIRE ACCESS 18-03-( 18-03-04-31 00400 R-1/PD • Proposed new private drive designed with minimum 30' radius on inside and 50' radius on outside • Private drive is 2 way with parking on one side allowing for emergency vehicle access in either direction a EXISTING ROAD • Approximate location where ~ 5~ concrete utter on both sides ~ 9 ~P of the road end. ~o • Be innin of project frontage / VEHICLE AND BIKE PARKING Ci g g ~ ~g TRACT C i~ ~P ACT C ALL VEHICLE AND BICYCLE PARKING TO COMPLY WITH CITY OF EUGENE CODE / p Community Area V munity Area ALL ~ REQI REQUIREMENTS AT THE TIME OF BUILDING PERMIT SUBMITTAL. C~ 1,140 SF , i )SF ~ . . 7 ~ ~ ~~o. ~ / m - , CAPITAL HILL DRIVE rd/ 7 € . v ~ . ~NIi~ III /ii o' ~'i / ~ ~a° ~ ==1 / A~ ~ ~ 21 of avement ~ p o ; ~ , T RACT D ° ~ ~ ~ ~ M , ~ ~ y ~ ~o - - ~ ~°N~E~ wA 4 sidewalk on one side ~ ~ ~ A , D Community Area .i~~ ~ a~~~a3a~a~X i / ~ i'~ ~ o a~X ~ r ~ ~ / 2,426 SF ~ N i'' o~ I - - - ~ , / ' d~~ / ~ ~ v ~ ~ • ~ JO ~ ~ ~ ~ ~ ~ CONTIGUOUS PROPERTY ~ . ~V ~ li ~ I ~ . ~ ~ ~iiu e _ ~ ~ ~ % iv ~ - - - / ~A ~ o upa ALL Ci ~ ~ SITE F ~moo~' ALL CONTIGUOUS PROPERTY UNDER THE SAME OWNERSHIP IS SHOWN ON THIS SITE PLAN. SEE OWNERSHIP MAP. 8.. A'~ I - ~ ~ , oy o 0 SAO e Al \ So~~. , . m: w o ~ ~ eyti J y ~ , ~ ~ ~ , C, _ - ~ , ~ LOT 23 o \ T 23 / \ D IMPROVEMENT ~ - - , ~ m~ - ~ ~ x 5o R ~ ' ~ ~ ~ 14 003 sf ROA ~ 103 sf 130 ~ ~ \ ~ ~ ~ ~ , < i / _ • Widen existing non-conforming road to 21 EXISTING 0 N~ ~ 3~~ ~ ~ • I ti n of road to avement to 21' x Improve grave sec o p PRESERVATION AREAS - - wi with curbs and concrete utters / a ~nim m 18 de ~ w ~5 R Road is mi u g ~ , ~ / ~ 0 . ~ on both sides. No~o~ ~ _ -o~~ - . 4' i walk on u hill side ~ 1 ® Add s de p • ' I . % ~ i' R ~ a= ♦ i ~ ~ ~ ~~--i ~ ~ ~ J~ 6S, . ~ / ~ Presen 1 Preservation Area Square Feet Acres 00 - ~ ~ ~ - ~ x_ ~ EXISTING HOI~ ~ / ` 4, '9` ~ TractA TractA 93,037 SF 2.14 ACRE ~ ~~N.~ ~ ~ ~ LOT 22 Tract B ~ TO REMAIN ~ N Tract B 2,161 SF .05 ACRE ~ ~ X g3. ~ ~ ~ e, . ~ 1 Q ~0 ~ ~ 33 _..~o~ 14,322, sf ~ 3' 1 ~ ~ Tract C 33g ~ \ Tract C 1,140 SF .03 ACRE LOT 21 ~ ~ ~ N LOT 24 Tract D N \ ,E 1 Tract D 2,426 SF .06 ACRE / ~ 27,209 sf ~ r ~ o 20' 3 ~ ~ i ~ ~ 41-10" • 24,498 sf \ Tract E Tract E 8,541 SF .19 ACRE TOTAL 107,305 SF 2.47 ACRES /i ~ ~ o TOTAL . \ 6:~ R V A (18%of Site) ~ - i ~ 5 ~-A ~•ti Individi Individual Lot Preservation Areas 114,991 SF 2.64 ACRES i ~ ~ ,n II ~ ~ I I i i ~ 1 ~ ~ oo~ 1 V 12 R ~o \ (19%ofSite) /s:~s ~ it ~ I i ~ ~ _ _ _ 44'-5" I ~ ~ ~ I ~ x 1~5~.. ~ ~o ~ i -1 ~ i i i ~ ~ A V ' ~ Grand' 1 ~ ~ Grand Total 222,296 SF 5.11 ACRES z;~ g I I ~ I ~ ~ ~ ~ ,i• ~ i I EXISTING ~ ~ N I I I ~ 0 1~ \ ~ ~ ~ ~ ~ ( 37%ofSite) EXISTING I ~ I x , ~ ~ 1 BUILDING I o x X ~ 1., % ~ A ~ ~ ~ 6,.1 ~ ~8 ~ \ ~ m _ , _ . . i I~ BUILDING I I ~ '-o° ~ ~ I ❑ z~ ~,1 ~ 3 s ~ 1 . II ~ I i ~ ~ 1 0. I N ~ ~ 9'-0° ~ \ 1 - rx`o o0 LEGEND II i ~ - 2 3 ~ - -may-~~ ~ ~~~a ~a,~ \ / - - • \x • ~ - ~ m EXISTING HOUSE TO o ~ M ~ LOT 33 I ~ i o~ N I ~ ~i ~ ~ 71.34' 10,838 sf ~ ~ - , REMAIN ~a' _ I II I of x I _ 1 ~ x II ~ PROPOSED PARKING FOR •M o ~ ~ ~y. o ~ ' 3~ ~ ~ o - - ~ -~ww ----ww- a ~ I h . EXISTIN ~ _ _ _ - ~ 1 _ N_- W~ <aa • ~s ~ i ~ I ~W- - o EXISTING ROAD II ~i~ ~ I I ~ EXISTING APARTMENTS ~ 16.0° ~ I z _=ww--0__ / \ i BUILDIN 0 , rk ~ ~ I ~ - _ WW - - A ~r~ ~ I ~ ~ l o g ~ - REMAI ~ ~ -W ~ _ _ _ \ - j ~ ~ ~ ~ ~ _ z 1 EXISTING APARTMENTS LOT 34 II ~ 1 ' ~ ~ TO REMAIN 3 UNITS x 5,225 sf - I o 1 ~ ti22o7~.•~' ( ) I ~ o LOT 25 Como ~ \ I ..s~ • ~ y~yo~ w~ 80+ ACRES ~ ~ ~ , ~ ~I! PROPOSED ACCESS ~ o ♦>o, y~~ 10,737 sf / o I ~ , ~ ~ ~ o~ LOT 1 f o s oX I L T2 I-x ~ R ~ ~ ~ 2 f ~ ~ PROPOSED ROAD WIDENING I _ ~ ~I EASEMENT .._..1.. ,.76.58_.. I \ ~ /h ~ ~ ~ ~ ~ LOT 3 •0 5,517 sf ~ 6,56 s ~ I . • 53 - ~ LOT 26 I ~ ~ o x 80 v ~ • ~ \ ~ ~ ~ ~ ~ ~ 7,034 sf ~ ~ / ~ 10,823 sf ~ L EXISTING BUILDINGS TO R ~ ~ ~ 109.24' ~~N ~ 71 ~ ~ i ~II ~ PROPOSED SINGLE-FAMILY ~ ~ I ' ~ LOT 32 • I 32 ~ . ~ 8a ~ ~ I ~ o R II ~ ~ ~i 10,479 sf ! h ~ ~ ~ ` \ ~ REMAIN UNTIL SUBMITTAL PROPOSED SIDEWALK ATTACHED LOTS (1-3 UNITS) ~ . ~ LOT 35 ~ . 1 ~ N ~ ~i ~ \ I - LOT ~ ~ V 89.46' 89.98' ~ • \ , ao.oo~ I FOR BUILDING PERMITS FOR ~ 8,168 sf ~ _ .L. _ _ Imo ~ X ~ ~ ~ , 5,304 sf 1 _ ~ - ~n~ ~ ~ ~ - . A ` 3• \ 152.75' - o o ~ ~ r o 106. LOTS 4 AND 5. I ~ x ~ ~ P o ~ ~ A . } ~ • ~ ~ ~ ~ I ~ ~ ~ ~ o 'v~. ~ =.S i ~ ~ ~ - ~ ~ o ~ ~ \ ~ ~ ~ ~ LOT 31 ~ G D - _ i ~ ~ r,P Q~ ~~s- i m ~ ~ ~ ~ x r x s, ~ ~ ~ ~ PROPOSED 17 -6 ACCESS x, 9,452 sf • ~ . ~ , ~ x PROPOSED PRIVATE ROAD 0 ~G /'Ip- ~ n 0 c' > / ~y' p5 \ m m < - ~ ~ .ro'\ srj ~roou 'M„ao,6~.os Z ~ 2 Z fM~^~ ~ , _ --90\ ~ s?i ; .7z' ~ ' ~ 1 L T 5 LOT 4 ~ EASEMENT _ _ x U 1 84.00 113 s\ _ 0 • ro _ - ~m~ ~ '09~ w ° u ° II ~ fn ~ ~ ~ _ ~ - -FIN- _ ~ ~ x o • ~ ~ I o 10115 sf ~ 10,517 sf 1 m ~ A~~~~ ~~N ~ o An ~ ~ oJ~?NO W . \ o N x ~ 1 ~ • ~ 64'-3" ~ h ~ I 1 Q LOT 18 ~ ~ .r o~~~~ o I , , ~ ~ I x ~ 1 0 o~ ~ I i - I xrn • - PROPOSED DRIVE (12')(TO BE EVALUATED AT TIME OF ~w~.~~/~ 31 145 s~ ~ w, N ......,LOT 30 I x x " _ ~ BUIDING PERMIT SUBMITTAL) ~ ~ o \ ~ ~S, o;zo. I ~ Sp ~ ~ t'~ ~ LOT 29 ~ - ° ~ ~ LOT 28 ~ I x 1ao I o ~ p,;i - ~`~'O ~ TRACT E i 8 071 sf ~ .ss I ~ ~ N - 7,793 sf 10,016 sf m ~ I x ~ PROPOSED SINGLE-FAMILY ~ v I ~ ~ ~ r~ ~ I w° ~ I ~ 8 6,970 sf 1.16 acre I / ~ _ ~ ~ ~ ~ 1 1 0 74 ~ ~ ~ 1 106.09 ATTACHED LOT (1-3 UNITS) I I / , ~ I ~ ~ ~ ~ . ~ x x v ~ ~ , PROPOSED PRESERVATION AREA(HOA) / COMMON AREA C' ~ - LOT 17 I 24.03 - - ~ N 3 ~A ~ o ~ 12 PAVING ~I - - - - - - 27,594 sf x ~S• R ' , ~ ~ ' - , L a WIDTH x r ~ ~ c ~ ~ / x xLOT 7 x _ / 8 ~ PROPOSED ACCESS ~ ~ I x - w_ - - - ~ , / 14,497 sf ~7~-s°ACCESs . r x ro n ~,t ~ so ~ - _ ' ~ -~94 ~ - - - y , , x x ' ~ EASEMENT e EA EMENT ~ • S ' ,~~x -sp- ~ - F~' ~ ~ ~ to LOT 6 •ry ~ - --LSD-__ W- - ~ PROPOSED PRESERVATION AREA (INDIVIDUAL TAX LOT) I I I x . x LOT 16 a ~y - - - - ~ v 7,418sf t~ - - _ _ ~ s ,o 20,712 sf x ~ ~ A~ ~ ~ A u> r o x \ V - - _ ~ - ~ ti r ~ =~x LOT 20 LOT 19 o~ X I \ 21,041 sf I 18,400 sf I . ~ _ ~ --.FM - 3 ~ ~ o x~ ~ 1o5.7s' x ~ EXISTING BUILDINGS TO x co ~ ~ a ~ -h ~ ~ ~ N \ n rnn I - ~ _ ~ ~ ~ ~ x \ LOT 15 OT 15 I ~ - '~FM , ss;44, ~ ~ REMAIN. May be removed at EXISTING FORESTED AREA TO REMAIN I - f - - - - I, . ~ - - I 17,793 s _ _ I ~ • I y , ' 793 sf _ " - ~ \ _ ~ z_ ` • ~ ~ ~ a later date. l - m , f~ x ~ ~ ~ J x ~ x~~, f ~ ~ ~ r~ N LOT 1 ~ ~ I m • „ EO EO O ~ ~1i ak x M x CO I PROPOSE CCESS EASEMENT ~ ~ ~ FM,\, x 13,219 sf N a . ~ o, t x ~ ss N B NDARY ~ ~ , ~ ~ i. m ~ t` W • x ~ ~ ~ N_ w , ~ PRESERVATIO OU x ~ I I ~ ~ I-\ ~ - - - - - - SD- PROPOSED STORMWATER m o I I m~ N ~ • u ~ ~aFM~,-; LINE (PRIVATE) N• \ LOT 10 x ~ - 29-5 0 N ~ x N j N ~ ~ i s ' ~ r ( •N I,~ I ~ I To be maintained by lot ~ LOT 13 I 10,378 sf - -1 ITLI -W- - - PROPOSED WATER LINE i a.l ~ 4 s,,~lcr I - - - • • ~ LOT 12 - ~ 1 y _ _ _ _ _ _ . ' x 12 874 sf ~ Nx LOT 11 \ ~~~a- owner. \ ~ I~ 12276sf I I 2 (o I ~ . O x ~W" x ~ 12,820 sf ~ ~ ~o WW -WW- - -FM- - PROPOSED SANITARY SEWER GRAVITY/ FORCED MAIN I ~ LOT 9 - - x x - x 8,846 sf _ ~9g • I x x I ~ x - ~ - r I LOT8 t x 12,120 sf PRESERVATION x x \ I - _ W W - EXISTING WATER SERVICE I I I z - x x I ~ x 8q8 ~ • ~ , _ _ - x x • o : ~ ~ I BOUNDARY LINE HOA • \ \ .m ( ) i \ - - ~ . I I 1 _ ~ \ ~ 1 _ ~ t Tn hn mnnonnrl h~~ WW WW WW EXISTING SANITARY SERVICE o ~r ~ 1 I x ' 1 x x ,°ni I X ~ ~ ~ ~ x.~ ~ ~ v uc a aycu uy ~ x I x x I I I I _ _ _ _ ~_W°_ _ x homeowners association. I I L x x ~ I G G - EXISTING GAS SERVICE O ~ x ' • ~ x ~ (not in private ownership) x x • I I x . x . x I L- - I x ~ ll V V - 0 EXISTING OVERHEAD POWER ~ 85.0 g , x ~ 92.00' x 0' 85.00 85.00' 86.50' .....I. • , 85.00' 40 0' 80.00' x 85.00 85.00' 8 80.00 8 . 0' _ 80.00 ~ x x x .~wr1.A~lAIhR,~.°eR~S~~y'"~'~'!4!A1T"4R.;,9111~b~r ;M~,,R}A"CAF.-M. M. e,°iA~IT'=b. •1^ dPT ~~T~!t ri1t~4A'g~r~i iM+lpR~.hT Mkt.-.+R~! , ~ in ~ x ~ ~ ~ ~ x r r ~ O I 0 EXISTING UNDERGROUND POWER I o v ~ N N N cv o N ~1^~' N ~ , p ~ - - - - - - - - - - PROPOSED PRESERVATION BOUNDARY LINE ' x 1 1 ~ T x I TRA T A ~ PROPOSED LOT LINES x 24 sf x i 93,6 x x x .15 RES i ZbLSd6 'M.,B; RI,OS I PARKING STALL AT EXISTING STRUCTURE I i it ~r ~ C7 00 I ~ ~ m DIRECTION OF TRAVEL ° EXI TI G FORESTED AREA ~i ~ PROPOSED CONNECTION TO RIBBON 107__,502 sf 2.4 acres N X EXISTING CONIFEROUS TREE TRAIL. DEDICATED TO THE CITY OF ieeoN PgTM I ~ EUGENE / / EXISTING DECIDUOUS TREE VISION CLEARANCE TRIANGLE TING RIBBON TRAIL ~ EXIS \ i 0 n,~~~ 0 N pq?N \ _ ~ 6 a N 6 - OWNERSHIP MAP 111 r DIVIDUAL TAX LOT ERVATION AREA IN PRES O N THOM, THOMAS & CYNTHIA DREYER I N m TI N AREA HOA PRESERVA 0 a v Y N J SEE STORM WATEI EE STORM WATER MANAGEMENT PLAN AND DRAINAGE STUDY AND CIVIL PLANS EC 9.2790(2)(b) ALL LIGHTING WILL MEET THE STANDARDS IN EC 9.6725 OUTDOOR LIGHTING STANDARDS TO FOR INFORMATION SITE CONSTRAINTS. ONE OF THE FOLLOWING CIRCUMSTANCES IS PRESENT: INCLUDE BUT NOT LIMITED T0: OR INFORMATION ON STORM WATER DESIGN AND TREATMENT. COMPLIANCE WITH APPLICABLE STREET STANDARDS OF PUBLIC STREET PLANS REQUIRES A STREET CONFIGURATION SHIELDING: ALL LIGHTING FIXTURES SUBJECT TO A LIGHTING PERMIT SHALL BE CUTOFF AND Y v THAT PREVENTS THE LOTS FROM BEING ORIENTED FOR SOLAR ACCESS. ADDITIONAL SHIELDING SHALL BE REQUIRED, AS NECESSARY TO DIRECT THE s SEE GEOTECHNICi AND GEOLOGICAL EE GEOTECHNICAL/GEOTECHNICAL INVESTIGATION FOR INFORMATION ON SOILS CAPITAL DRIVE IS AN EXISTING DEDICATED RIGHT OF WAY. THE STREET RUNS PRIMARILY NORTH SOUTH FOR A COUPLE OF LIGHT WITHIN THE BOUNDARIES OF THE DEVELOPMENT SITE. .ND GEOLOGICAL SITE CONDITIONS. SEGMENTS AND ONE SEGMENT IS ORIENTED WITH 30 DEGREES OF TRUE EAST WEST ALLOWING ONE LOT ON THE STREET v .y TO MEET THE SOLAR REQUIREMENTS. Y STREET A CONNECTS TO CAPITAL DRIVE AND RESIDES WITHIN AN EXISTING AREA THAT WAS USED FOR VEHICULAR MAES- MAESTOWN LLC v CIRCULATION BY PRIOR OWNERS TO ACCESS THE PROPERTY. THEY NATURALLY LOCATED IT ON THE FLATTEST PORTION OF THE SITE AND TRAVELED PARALLEL WITH THE EXISTING CONTOURS TO REDUCE IMPACT TO THE SITE. THAT MEANS a THAT STREET A ALSO RUNS IN A PRIMARILY NORTH SOUTH DIRECTION PROHIBITING PROPOSED LOTS FROM MEETING THE REQUIREMENT FOR THE FRONT LOT LINE TO BE WITHIN 30 DEGREES OF TRUE EAST WEST. a v Y STREET ORIENTATION IS THE EXCEPTION FOR THE FOLLOWING LOTS: 1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL NEW REQUIRED PLANTING AREAS. N LOTS 1,2,3, 8,9,10,11,12,13,14,15,16,17,18,19,20, 21,22,23,25,26,27,29,30,31 AND 32. LOTS 4,5,6,7,24 AND 33 MEET SOLAR LOT STANDARDS ALTHOUGH TECHNICALLY SOME OF THESE LOTS DO NOT HAVE FRONT 2. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED NOTE a LOT LINES. UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW LOT 34 DOES NOT MEET SOLAR LOT STANDARDS. PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD ORAPPROVED), v Y ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH PUBLIC PUBLIC IMPROVEMENTS TO BE CONSTRUCTED PRIVATELY THE STREETS ARE ORIENTED IN SUCH A WAY AS TO PREVENT THE MAJORITY OF THE LOTS FROM MEETING SOLAR LOT POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 PRS SERIES OR APPROVED). ALL VALVES ALL NE STANDARDS THEREFOR THE SUBDIVISION IS EXEMPT. TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC ALL PR ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. a CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. ALL PROPOSED UTILITIES TO BE CONSTRUCTED PRIVATELY. v a v m 0 N Scale: 1" = 40'-0" SCHIRMER SATRE GROUP 9 375 West 4th, Suite 201, Eu ene OR 97401 ~ # Date Description V Dr 7lDrawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ v ■ jas,ktvh SHEET NO. www.schirmersatre.com a i 0 20 40 80 • Ch ~i~Ol E: SCHIR~IER Checked + EANDSCAPEAACHITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Q ces y ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW V v COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 4 ~~ON a ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY Da Date 3.3.2017 ~ _ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ k~ ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND v CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Ph Phase UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD ■ L2O PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. ©2017, SCHIRMER SATRE GROUP TREE ASSESSMENT TREES TO BE REMOVED HAVE BEEN DETERMINE[ BEEN DETERMINED BY LANDSCAPE ARCHITECT TO BE: 1. IN THE CONSTRUCTION PATH IPATH 2. IN DAMAGED CONDITION )N 3. IN SERIOUSLY DECLINING HEALTH 4. HAZARDOUS TO FUTURE RESIDENTS NG HEALTH ZE RESIDENTS 5. TECHNICAL FELLING E PROTECTION AND REMOVAL NOTES 1. ALL SURVEY INFORMATION PROVIDED BY I iN PROVIDED BY ROBERTS SURVEYING, INC. P.O. BOX 7155, EUGENE, OREGON 97401; Phone: (541) 345-1112. 11) 345-1112. 2. THIS DRAWING REPRESENTS MAJOR TREE NTS MAJOR TREES ON THE PROPERTY. IT DOES NOT, HOWEVER, ATTEMPT TO SHOW ALL VEGEI SHOW ALL VEGETATION ON THE PROPERTY OR ON CONTIGUOUS PROPERTIES, AND SHOULD ES, AND SHOULD NOT BE INTERPRETED AS SUCH. V F,`~ 5~ 3. ALL TREES TO BE REMOVED WILL BE CUT tED WILL BE CUT AND FELLED. ~P~' ~,0 ~ 4. TREES WILL BE LIMBED AND BUCKED INTC ,ND BUCKED INTO LENGTHS TO BE HAULED OFF THE PROPERTY. G ~ 5. ALL LIMBS WILL BE CHIPPED OR HAULED 'ED OR HAULED OFF PROPERTY. ~r vg i~ ~P 6. ALL STUMPS WILL BE REMOVED DURING F dOVED DURING PREPARATION OF SITE FOR CONSTRUCTION. ~ 0 / ~ V 7. CONTRACTOR TO PROTECT TREES TO RE CT TREES TO REMAIN FROM HARM BY THE WORK OR ,y~% ~ ~ ~ o m . . ~o. ~ ~ ma ~ . INDIVIDUALS OR EQUIPMENT INVOLVED IN ENT INVOLVED IN EXECUTING THE WORK. ~ ~>,d~ ~ N~~a 6 ~ . v o, ~ . ~ ' ' s ma ~ ~ ~ s o ~ • • ~ 8. ALL TREES VERIFIED ON SITE WITH A FOR SITE WITH A FORMAL TREE ASSESEMENT BY SCHIRMER SATRE GROUP. ~ ~ ~ ~ ~ o o6a - ~ G r- ~ a •a ~ ~ ss H ,ate e ~ ~ o ~ coNCREre wa1 - ~ . ~ ~ ~ a n~ a3analz- ° ~ o ~ n 6dsv ~0 3ea3 N . • ~ ova 006 6 ~ ~ / a~ ~ - 167z ~ ~ ~ ~ - - aA 1372 e GENERAL TREE CARE NOTES as . ~ o _ _ _ _ _ - - - - ~ 8 / R€owooo ~X X~\ m ~a o ~x~\x~ - X. s ~ , ~ x~ \ 1. PROTECT PRESERVATION TREES TO REM{ ~ x\ \ J TREES TO REMAIN AGAINST DAMAGE. THE CRZ (CRITICAL ROOT ZONE) ~ 03 / / / / fi SHOULD BE FENCED OFF TO KEEP CONSTI ~ ~ ~ ~ THE "FENCE LINE" AS DRAWN ON THIS PLA TO KEEP CONSTRUCTION ACTIVITIES AWAY. THE FENCING IS TO FOLLOW \WN ON THIS PLAN. THE FENCING MATERIAL SHALL BE HIGHLY VISIBLE, asp ~ ~ ~ ~ / ~ 4 1 g8 L'1d / IR Av / ~ / / vt ~ ~ ORANGE PLASTIC, WEBBED FENCING 4-FE / e ~ --D FENCING 4-FEET HIGH ATTACHED SECURELY TO METAL FENCE POSTS a ~ ~ x ~ ~ 0~6 / ~ c8 ~ ~ ~ m ~ naLx3 m ~ v ~ ~ ~ DRIVEN INTO THE GROUND AT 6 FOOT INTI ID AT 6 FOOT INTERVALS. THIS FENCING SHOULD BE MAINTAINED / ~ L ~ ~ ~ ~ ~ ~ / / I ~3 D a N ~n ' 97 ~ J ~ NE / / / ~ v / / ADEQUATELY DURING CONSTRUCTION SO / 1\ CONSTRUCTION ACTIVITIES, INCLUDING S~ )NSTRUCTION SO AS TO PREVENT ENTRY INTO THE PROTECTED AREA. ALL ES, INCLUDING STORAGE OF CONSTRUCTION MATERIALS, SHOULD BE \ a ~ 9 2 • 22 ~ N ~ 6 EWOOD %2 gU01A• ~ Y~L 5 E / ~ / ~ ' NV 88 ° ~ \a`6 ' ~ °AK \ CONDUCTED OUTSIDE OF THE TREE PROT THE TREE PROTECTION FENCING - EMPHASIS ON "ALL". ERECT THE ~ L311 9 I 3 ~ i ~ x~ "v ~ 8 ~ ~ _ Dc> ~ ~6 / ~ FENCING PRIOR TO COMMENCEMENT OF ~ /IENCEMENT OF WORK AND REMOVE IT ONLY AFTER WORK IS COMPLETED. \ ~ AD O 716 D~' 1 \ '4 oAK T ~ 2. TREES BEING REMOVED THAT ARE IN CLO THAT ARE IN CLOSE PROXIMITY TO PRESERVATION TREES WILL HAVE a ~ • ' I 2746 Z - ~ \ CHERRY 43 FIR AK / ` N ~m ~ ~ m ~ uI ~i00AN / ~ \ ~ n F R / / 1 THEIR STUMPS REMOVED WITH A STUMP o ) WITH A STUMP GRINDER SO AS TO AVOID ANY IMPACT TO THE CRZ OF ~ ~ ~ a 9 _ ~ V ~ A ~ ~ s Ruc FIR ~~Jf~/s~ee ~ l 3 ~ ~ /J o ~ o w `10 APPLE ~ ~ \ FIR f~11~CHEA 1 / ` a \ ~ THE PRESERVATION TREE. STUMPS SHOT / • ~j00AK 1 °>c E. STUMPS SHOULD BE GROUND TO A DEPTH OF 18 INCHES OR LESS. 3 ~ N~o ~ / ~i ~ / 0 AK i ° 1 N 3. AFTER CONSTRUCTION IS COMPLETE AND > COMPLETE AND LANDSCAPING IS BEGUN, THE CRZ SHOULD BE ~ m /,x 860 ~ ~ ~ ~ \ I ~ ~ 7 q~ B6 / L,~.. ~ ~ \ ~ ~ FI OAK oaKxz \ 1 MAINTAINED N AS NATURAL A CONDITION AL A CONDITION AS POSSIBLE. THIS MEANS THAT IRRIGATION SHOULD BE ~n ~ / _ ~8 ° ` ~ KEPT TO A MINIMUM BY USING PLANTS AN ~ ~j~ ~ THROUGH DRY SUMMERS. ACTIVITIES THA SING PLANTS AND TREES THAT REQUIRE LITTLE OR NO WATERING ACTIVITIES THAT AFFECT THE SOIL SHOULD BE AVOIDED. \ / FIR \ 48 / / + \ 9 MAPLE 77 ~838 / 3 ~ ~6 A R vs qp~ ~ ~ ~ / ~0 GU A ~SWE TGUWT+"~BIRCH / c o ~~FO ~ 4. PRODUCTS FENCING: TEN STAR SAFETY F / / / ' 0 / ~ x 47 \ \ ~ 1 4315 3138~NU3 gsWEETGU \ ~ ~ 3 / I SWEETGUM SPRUSE A° ~ ~ J STAR SAFETY FENCING x IR ~ dltlM 313a2N00 A ~ m 4 ~ 1 0 ~ ~ / ~ o V 1 a 0 LLMP ~°H ~ 9 * ` 9 ° • 5. EXECUTION IRRIGATION: WATER REMAINIP WATER REMAINING PLANT MATERIAL AS NECESSARY TO MAINTAIN _ _ ~ ~ ~7 L N A OAK Q `B SWE CM A I ~ 5 / I I ~ - ~ ~ ~ ~ ~ z~ oti ~ q ~~a qF> ° ~o HEALTH. UI ~ F d6 M \ .n °~'z ~ ~ ~ ~ I 'a ~ ~ HA i'' ;411 m z !yq CG ~ I ~ o col ~ ~ I ~ ~ 47a 2 0. ~ ~ ~ I ~ ~ ~V ~ ~ UN ~ ~8K i'o + 9 ago 6. EXCAVATION AROUND TREES :EXCAVATE A ~ D D NECESSARY. DO NOT CUT LATERAL OR TE '.EES : EXCAVATE WITHIN DRIP LINE OF TREES ONLY WHERE ABSOLUTELY T LATERAL OR TAP ROOTS. USE NARROW TINE SPADING FORKS AND COMB i ~ ~ z ~ rt F R D w k_ I x77 m A 67 FIR \ Ah v L ~ ° SOIL TO EXPOSE ROOTS. RELOCATE ROO1 RELOCATE ROOTS BACK INTO BACK FILL AREAS WHEREVER POSSIBLE. IF ~ [n I IR o ~ < \ FIR A !I 1 ~ o - ~ ~ 6 `y I I ~ D F \ 17291 ~~~Fe \ \ 880 ~ ~ • • LARGE LATERAL ROOTS ARE ENCOUNTER _ _ - 29 ~ ~ - ° 8s TO BEND AND RELOCATE WITHOUT BREAk kRE ENCOUNTERED, EXPOSED BEYOND EXCAVATION LIMITS AS REQUIRED WITHOUT BREAKING. IF ROOT RELOCATION IS NOT PRACTICAL, CUT 4 BIRCH. y~ _ ~ _ _ ~n~ T D < \ ~ I- - - I ~ I 1 ~ x ~ IRCH. ® 1 I ~ \ ~ • • ' o ~ O 885 < ~ ~~d ~ , ~ ~o • ~Ra~«Pa,~ - ~ ROOTS APPROXIMATELY 3' BACK FROM NE 896 om ag z - 3" BACK FROM NEW CONSTRUCTION. DO NOT ALLOW EXPOSED ROOTS TO ~ ~ D i 1 I 1 I 1 30 I n if09i1~' 0 1 199 F2 ~ OAK m< NroAa omm ~ DRY OUT BEFORE PERMANENT BACKFILL I ~ x4aa17 / ,NENT BACKFILL IS PLACED. PROVIDE TEMPORARY EARTH COVER OR PACK ~55 I m o I ~ \ }I~VM 313218NOa D I FI 0 CLMP\ ~ ~ ~~yy557S ~ qy~ ~~^}/17 : 0 1 + - oD ° ~ ~ _ _ - WITH WET PEAT MOSS. TEMPORARILY SUf s ~ ° ~ - as PERMANENTLY LOCATED AND COVERED U EMPORARILY SUPPORT AND PROTECT ROOTS AGAINST DAMAGE UNTIL AND COVERED WITH MOIST BACK FILL. I ~ ~ ~iZCHE ~ ~ 8 4 FIR 1 \ ~ - ~ 77 ~ o n o o ~ 210021V ~ ~ ~ oA~ IR 2 ~ I ~ ~ n o~Z IRK2 1 ~ o ~ m _ ~ s Y o ° - - - u~!NW - WW - • ~ ~ ~ ~ \ ~ \ \ \ 731 1 32 1 1 x13 o E~2 CO M cR - . 1603 I ~ ~ - - iz- 4 45 MA L 'M P ~ s s lz P E R ~ 7. PRUNING: BRANCH PRUNING SHOULD BE L ~ ~ 1 32 q LLY X2 ~ o ~ - W 42 M MA L 2 E~w " z ~D HO ~ - ~ co rr 9 o ~ W N ceAVEL ono _ _ _ 1 - APLE - 143 1 ~ BRANCHES SHOULD NOT BE CUT TO COME ING SHOULD BE LIMITED TO BROKEN, DEAD AND CROSSING LIMBS. THE IR 9 Li n ~ ~ ~ ~ ~ 878 ~p ~ ~ 77 1 \ c 1~ \ z0 ~i'/I„ ~ IR e SPNAL ROA° ~ - - W ~ _ _ t ~ L ~ 1 DR ~ - WW Y~ x4~ ~ ~ ~ ° ~ ~ INCLUDE SOME THINNING TO PROVIDE LEA BE CUT TO COMPENSATE FOR ROOT LOSS. CANOPY PRUNING MAY TO PROVIDE LESS WIND RESISTANCE IF ROOT LOSS COULD CAUSE 1 I A ~ B~CP I ~ ~~~ryy}6s7~9F6 30 AK ~ @~I 1629 f W _ • ~ s3 ~ o MTAEE ~ z o °Fqs z ° ° A ~ 1, - - - ~ z POTENTIAL BLOW DOWN. I~ I FTF ➢ 1 A x \DBLCHEA(IY~~` ~ S ~ A 9 ~ N8 9 0 RY ~ ~a4~~ A D - OAK ~c - 3 ~ r _ bf ~ ~ \ x7 I o H ~ • ~ ~ ~ ~ ~T FIR \ m I ~ ~ ~'la'OAK / \ C 900 143 aq 5 ' \ 0 } ~ ~1. R ~ I 61 ~4M p k~ 1 7 1 \ fip6 \ 3 APL ~ 634 ~ \~y~J ~ o ~ I & sPRUCE \ B ~ ~ ~ J1(10AK ~ i so ~ \ ~ \ I - k / ~ \ 9. ' S1v ~ MAPLE 80 ACR K ~ . 607 I ~ ~ ~7 ~ ~ ~ - ~ - \ 9}g` 6 . MAPLE • • • \ ~ ~ LEGEND IR ' R } \ \ \ 4fip 1457 pA0N 5 • ~ RR • ~ 108 ` ~ / ~ ~NM&PLF 4~ IA 37 I ~54~ 88y"3~ ~ 4~A IR / ~ - 964- FIR II ~ ~ ~ • C~~ ii ~ .1..,..,..,..,.. ~ ~ H OAK 91q~ ` ~ ~ 651. 169 ~8 ~..\\9~~ \ \ I IR 199 g ~ \ 9 \ ~ I SU I ~ 00 OS 03 / K \ 38 AK / 7 ~ y 4MAPLE - . \ Q oD J ~ i ~ 6 K 1 I 40AK y OAK I ~ ()y~Sfi I 1 A EN 8 \ ~0y,/ . ~ \ ~ y \ ~ h4 1 7 /'1U6MAPLE 1612 \ °f` \ IR ~ FIR APLE OAK / ~ -i • ~ EXISTING ROAD EXISTING ROAD x EXISTING CONIFEROUS TREE m D ' I ~ I ~ ` ~ ~ \ ~}&MAPLE %2 ~ 0 SPEM- ~ (~~,/165s j~4 ~ ~ I I \ \ ~ K360AN \ z41 • ~ ~ ~ ~ ~ ~ X 6 eL ~ ~ y~asP~E.m./ ~ \ MAPL ~ 1 ~pt 1E \ 611 ~ \ \ 634 fi16 X~4 MAPLE X2 FIR '~70AK X2 / ~ fi56 Op~ MAPLE ~ 1466 MAPLE \ 63 RDNAOD \ \ FI4 40 ~2CHERRY ~ \ T3~ ~ 3 5 1 \ \ J`-T2 CHEAAY \ • d 6jR ~ 9 AdAP \ R 1622 2615 PLE• S55 \ 5 OAK ° ~ Do \ W006~ MAPLE Y3 ~ ~ ~ b 66 ~~8 ~ ~ R qq~~~ 9 ~ ~ 64 6 ~6 ~ 554 + ~ ~ ~ ~ 541 z ~ X ~ ~ fi ~~owooD ~ ~ ~ 53A \ + oAK ~ coNCRL7E wA~K ° ~ ° 13 9 1 39 EXISTING DECIDUOUS TREE v ~ ~ A R D FIR FIR 6~ ~ ~ ~i3oAK ~ 14~ IR ~ I PROPOSED ROA \ 64 641 WOOD I 1556 OAK \ I PROPOSED ROAD WIDENING 2qM ~ ~ ` fS¢ p,2 ~ ~ ~ - -F - $ ~8 8~ Mn~LE ~ ~ x # ~ 9 ~ ~ n7 - _ \ ~ ~ oa 8~ ~ 910 OAR \ on \ 64p ` ~g1557 + \ m o 906 REDVJ~O~ \ M'B OAK \ ° 6 8 ~ ~ ~ - \ } 87 IR _ ~ % D~ EXISTING CONIFEROUS TREE TO BE REMOVED z ~ ~ H \ V ~ 864 s sa ~ z~ x - - - A ~ F p 8 ~ aTO ~ ~ ~ 2a \ c I gs ~ ~ ~ \HE ~ one X~1155 c \ \ \ h41 \ ~40AK ~ 1 OAI: ~ \ \ IA / I I n \ 614 ~.`.',~~549 I I \ \ \ 620 OAN ~dU OAK ~ I m rt V A ~ V OAK ~ 1 I ~ coNC~e7e wuK • ~ _ x~ ~ ; PROPOSED SIDE PROPOSED SIDEWALK EXISTING DECIDUOUS TREE TO BE REMOVED ~ ~ ~ • 20 AV ~ 860 ~ Aga ~ ~ A WEET~h ~ ~ OCHEAAY \ ~ ~ ~ FIA ~ ~ ~ ~ ~ \ 858 ~ \86 ~ ~ ~6 ECLMP ~ ~ J~~ dqa 2Yp4 \ '~'/y\.. B - 1 856 OAK \ • 6 PLE ~ v v ~ - - _ _ - ~ \ ~ 36-2- ~ ~ E LMP 'cM. \ ~ ~ ~ E ~ 83 \ \ 5~ _ 8S4 I ~ ~ ~ 7 LE LMP S~ d ~ ~ I _ 860 ~ ~ ~ ~ ~ LMP ~ ~ ~ 1 ~ ~ OAK \ \ \ \ ~8 ~ ~ I FI~•. ~1 IR C NCRET WAkK-~~ E \ ti~ - - A \ ~ A I 6LE 0 ~ ~,5 ~ ~ / x ECLMP \ \ \ ~ W~ 1 ~ \ \ ~ I IA•'\ ~ IR ~ o ~ ~ • / _ \ s 546 } n 188 \ . ~ ~ ' \ ~ \ ~ FIR I I 7 • ~ • Xl MAPLE X2 TREE PROTECTION FENCING K 96 8 ~ ~ ~ ~ ~~LE ~ ~ MAPLEI ~ PLE \ \ ~ \ ~ ~ ~ . i ~ \ _ x F8R 97 ~ \ \ ~ ~ i ~ ~ ~ \ k \ \ V ~ \ o FIR ~ 8g8 \ \ \ \ ~9CY ~ \ C / 'V ~ # ~72 ~ \ . , 0072 ~ 6 D /'MMAP E ~~{799 ~ ~ ~ X ~s A ~ ~ a, ~ ~~aCHE ~ ~ ~ ~ ~FoPEAA ~ A ~ ~ 1` Q 735 737 8 `J2 / ~~~NPLE ~ ~ FIR X Y \ ~ - ~x ~ ~ ~30GY. z ~ v v v ~ ~ 1 ~1 PROPOSED PRIV ~ ~ ~ - ~ ~ y x \ V ~ IR ~ IA PROPOSED PRIVATE ROAD \ °~q ~~~~5yp~,,'8 P 84a --94Z~ `'6CHERRY x736 "4 MAPLE (~i43 ~ ~ ~ \ ~ \ ~ \ \ \ 210 CH Y CH RRY M \ ~"M ~8 ~O MAPLE `10 N~APLE \ ~ ~ ~ \ '/f/ I } \83z~ 67~ MAPLE CLMP t1 2 x 45 ~ \ \ ~ 5 538 CH CH RY \\!Fy ~ ~ ~ ~ v ,A ~ ~ ~ 1775 zi 0 _ ` x~ \ \ ~ / HER PERCENTAGE OF CRITICAL ROOT ZONE V 830 PLE CLMP P g 2_ HERRY:: 4MAPLFg~ ~ ~ ~ J \ 86U ~ Y \ ~ I 3 ~ '"CCC ~ ~ ~ F 1 ~928~ 612A~ ~ a ~ ~ 838 ~ ~ ~ _ _ _ ~ ~ ~ ~ ~6g~ E 6j0• _ I . ~ ~ x~ ` OAK ~0 \ - ~ ~ I 8 \ ~ ~ - - - x~x ~§fi6 IMrp67 ~ ~ 4 a4 21% DISTURBED 1 2 LE L~ ~826~ MAPLE ~3~~ ~ _ 5 7APLE LLMP ~ 18 8 ~ \ 2L7\ ' 1 ~&q4 ~ LE y~~ 2~ LE ~ ~ 1 \ ~85a~ CryERRV \8 \ X886- is Y-15 XZ5 15 \ ~ ~ ~ _ _ ~ ~ 8~_ OAK OAR FIR IR 7 \ _ , _ \ _ ~ I FIR 6 _ p33' ~ X g~ 9 36 APIFCLMP MgpLE 830 LE MP 840 I ~ ~ ~S~OBpPLE ~ ~ ~ 16 ~ ~R~ 6 g ~ ~MA L~ J~ ~ ~ 5 rz 56 x17 APLE Jt ~4 \ ~q 51 R~ \ I M0. E LE _ ~ MAPLE 42 R ~ _ 44 ~ `1 \A~~58 M0.PLE 5 599 gg920 ~ \842_ ~ \ \ IA ~ \ \ S~ w \ 8 AK 89°-~-_ _X J 1 9 - s no ~ ~ v ~ 94 ~'"E~ IR ~1 76 A ~ PROPOSED DRIB IA °'~ner~,~ ~ \ _ ~ _ _ _ - _ g FIR / ~ + 802\ IR 1 63 FIA PROPOSED DRIVE (12')(TO BE CRITICAL ROOT ZONE OF TREE -r ~ ~ PLE 83 ~ ~ ~ 1ya~ ~ ~ ~ ~ 2 -&}a-- ~ ~ 9 _$i2~~~RRY I 8~ \ A f~APLE \ \ \ E~ MAPLECLMP 8 \ ~ I ~ AP, \ \ x a, A Sp - ~ - - - - - f~ ~ is F'R I AK EVALUATED AT 1 -SD-- W- ~ 90 ~ IA ~ EVALUATED AT TIME OF BUIDING 6 ~ 2U ~ ~6 ~ ~ LE .:::,F' APLE CLMP~i 0 \ \ \ \ \ FIA ~ /'1U MAPLE ~4' % ~~MAPLE ~ ~ 747 ~ \ ~ FIR \ \ \ x ~ - - - - -y = _ - ' ~ I - - i MAPLE c~ p V v ~ I _ _ ~ ~ \ _ / PERMIT SUBMITI z o77omwo°D a 6 M PLE - S - - - _ _ A~ I ~ ~ PERMIT SUBMITTAL) _ 81 MAP EC PL~CLMP ~7 MAPLE CLMP PLE y~,Bfi~ g APE ~ 21 PLE \ \ \ ~ 34. ~ ~ 590 LE CLMP \ X81 MAPLE X1750 M PLE CLMPe ~ ~O OAK ~ V \ 5 I l ~ ~ aeo FM ~ ~p ~ / A~ ~ ~s° ~°s cHERRY- - _~~y~y,09 I ~ \ ' ~ ~x~ 64 k5, _ X\ ~ ife~dh-MAPLE _ \ \ `\x IR ~ ~ / FIA I FIA M L~EC ~ ~ ~ ~ \ x76fi `1052 P E `10 MAPLE 30 Ry ~ APE 84U ` ~ \ \ \ \ \ 46 & O I - ~ ~8os~ M o APLe~ ~omAPLE xi ~ A ~ ,-,~^~/1 6 LE ~ ~ ~ \ ~a s . r ~ / • FIR Cm ~ 06 x ~ ~ \ ~ R IR / i \ APLE CL P ~ i'' ~ ~ ~ 4 \ 23~L• \ \ ~556 FIR 1 804 \ x1767 FIR g ~ ~ FIR / ~ ~9 I `f0 2q ~ ~ ~ ~ Yap MA 560 ~ /"6xMAPLE \ % ~ 16 ~ ~LE `'1tl FiAPLE ~ ~ ~ \ - - 8 ~ ~ 0 ■ \ - - ~ 8 888 _ 9 g~- . ~ II8 I \ ~ e x _ _ ~ / ,6 > FIR ~ 9~ RONEE CLMP _ FIR ~ 6z ~ 828- \ \ 800 V ~ 87q y1 ~ ~ A.3 ~ A 5M47L~ p~PLE ~ ~ B 86A ~ M LE CLMP X3'2 MAPL 769~P~E g 1 ~ ~ ~ %36 ALE P ,4~~ \ \ MAP E ~ \ ~ ~ & ~77~p 72 MAPLE E2 ~ ~ ~ ~ ~ S ~ \ \ ~ ~ \ \ g '.I ~ ° \ ~7D° v - ~ ° A ~ M a6y8gs~~ } -90~ / PROPOSED PRE I 1 \ ~ \ \ \ \ ~ \ ~ \ ~ FIR I I - * 6~- - ~ ,-4 PROPOSED PRESERVATION AREA(HOA) / COMMON AREA - - I / 1 ~9 ~ 6~~ - 2. MAALBAK 5 8 • ~ \ ~ ~ V`ytR 60 4 6 ? &p ~ ~ ~ 8S 5 8 MAPLE A E 0 \ 04 . ~ \ U / ~g4 ~ - LEA 7fi ~g2 `?O~A \ ~ 2 \ \ \ ~ 6APLE 6 APLE LLMP MAP E d/ ~ x 8 \ 860 4 I \ \ ~ SHERRY 3 ~@8:a- FIR \ FI~ X ~ 1AK # @ ~ . D _ q ~ / 792 - ~ \ 800 6 \ ~ ~ M ~ ~ g ~ E 2 7~ ~ M ~ ~ I 7 \ 30 A \ \ 0 DRONE I 1 v ~ ~ V v' v v aao I ~~p~e -a°a + oAK \ : V oAKV ~ ~ ~ • • • ~ . ~ ° ~ y_ ~ , I ■ e V AI A V 7"R,CHE 7 ~ ~2 \ ~ ~ ~ FM, ~ ~ ~ x 1 "°9 K ~ I ~ ~ ' \ --876 ~ 1 ~ p3 \ ~ ~ ~ - IA ~ 8g0 ~ X90 (~5~ _ ~ ~ \ ~8 36 APLECLMP R4APLE~ ~ x40\0 E"i6MAPLE ~AY ~ R \ \ \ \ T `10 MAPLE ~ a~ ~ ~OTv R4Lf ~ \ \ 8 \ \ ~ ~ A E \ ~ \ \ IR IR g7&~ ~ D \OAK 8 \ \ ~ ~ ~ ~ ~ 9 FM ~ 8 I ~ ~ . .71E ~ - . °n A I - - ~8~ 6 - - I ~ ~ ~ / \ ~ _ fiMA~ 8~ -T ~ ~ ~ ~ ~ I 878 402 I 36 APLE\8~ \82 \ \ I ~ ~ ~ 71M LE LMP -~8 ~ 40 APLECLMP\ MAPLE ~~17 ~ ~ 2 \ \ \ \ COTTONI~ OD 76~ asM LE LMP - V -~2 ~ \ ~ ~ .A FM - x cp7roNN~ aD a ~ ~ ~ A FiR ago ~ 1Da ~ ~ &a0 A v / i PROPOSED PREI co No ~J ~ ~ \ ~ asp- 6 iR ~ ~ onK 6 / PROPOSED PRESERVATION AREA (INDIVIDUAL TAX LOT) 583 B 2 ~ ~MA ~ 1 75 x20 9 ~ FI\ \ ~ 82~~ y ~ ~ ~ ~ \ ~ \ CO ~u ~ - "B MAPLE ~ ~ \ ~ ~ 30 APLECLMPI \ ~ ~ FIA 8 MP ~ ~ MAPLE CLMP ~y7 0 ~ ~ \ \ \ \ x LE I `10q?~PLE 394 066 x OS 888 QMAPLE (~p79 \ I \ \ \ \ ~ _ \ ~ \ M ~ ~ -I \ ~ ~ ~ ~ \ \ 61 0~ / \ x ~ \ p1 ~ \ \ \ ~ ~ M1~P~8 8b ~ 2 ~ ~~gg ~ x \~0 MAS~P E~ ~'2 MAPLE ~ \q, \ ' ~ ~ 779 `B MAPLE ~O MAPLE ~ -'Y* ~ \ ~6 S PLE IA \ ~ \ . `B OAK I ~ ~ ~39~ ~ \ \ \ 717 \ ~~4E A ~ ~s4 v 066 ~ ~ ~ ~ s6 - - - . ~ ~ ~ \ i ~'rp7 ~ ~ ~ A D V ~ ~ ~ \ A ~ 8 MAPk€ 8° ~ \ . ~~~I °3 IR \ \ _ MAPIE~B4- 6 ~ ~ \ ~ ~6 OMAPLE 780 ~ \ ~ I 92 067 iYU AAY ~f \ 8 \ ~OM PLE\ J8 \ • - -8° - ~ IR ass \ I sue- A V ~ ~ A ~ g ° \ 0 8 - --~62 - ~ ~ ~CH A $ ~ ~ I 46 -J1/~287 97 PLE- }38 \ \ ~ X1393 '$MAPLE 2 ~R 081 FI ~ ~ \ \~q4 \ ILI2 MADRON •4 ~ / X70 \ ~ x77 `10 MAPLE ~ ~2 x1431 ~ 810 ~ `S MA X216 \ \ FIR - 1 I~'88 ~ A~ \ ~ ~2t~PLE OCHE,g,,, 068 \ \ 80U PLE CldA~ -~~CaH~RiiY \ \ 1 36 APLE P \ \ \ \ x • ~ OFIR 8 ~ 860 \ MAPLE ~ ~ ~ \ ~ M PK L~/ ~ \ • 764 \ PLE ~ / ~ab~ \ 760 ~ ~ ~ ~ ~ 85E- _ 1 ~ --8fr3 ~ ~ ~ 3 IR 8 I \ M ~0" MaPLE~ ~'"46 FIR ~ ~ • x 8g \ APLE-g8 95 ~0 Fi§045 `10 CHERRY _ _ - - - ~ - -SIR ~ ~ 5 ~ ~ ~ - - w \ ~ ! 86A/~ \ ~ ,1 ^i-+,r~:4 g7 x 981 ~ ~ I ^0' ~ PLE ~ I PLE o E PLE ~ ~ •xa91 ~ ~ ~ 102 ~x ~ V p ~ 2 74 `6 MAPLE / ~ ~ x1g 90 ~0 MA ~ ~ / - PL MAPLE \4~ \ LE \ \ ~ F 1 IR x "G 0 AP LLMP 241 LE \ ° \ \ \ F a V v ~ ~nn4 --asa xl ~ 1 oAK - - - - ~ v ~ - ~ - ~ y/ / EXISTING FORE; x^716_ 50 8 A ~ FIR `B MAP ~ FIR ~ ~ V ~ ~ A EXISTING FORESTED AREA TO REMAIN 2 MAPZc~2- ~ / 69 I 2 \ \ ~ \ \ ~ \ ~^7 • 73 ~1 (~308 `8~MAPLE ~ x FIR 422 7-96_ ~ / 0 PLE I ~ 160 ~ CHE Z42 \ `~B FIR` I I `FIR 330 02 `89MAPLE'O MAPLEI_ ~ I ~8 > \ 4401. 4 I \ 2~ ~0' MAIL\E FIA `~B FIR I IR \ \ FIR fi 03B$rr ~ ~ \I \ \ ~ ~ \ / \ FI~ 714 ~ I \ 84g` ~ APLE . 0 ff50E 6 79 \ ~ \ \ ~ -i 8i70 \ ~68~ 2n~~, / ~ 4 2 8g \ PLE ~HFC ~~'yIERRY \ ~ 8 IR \ MAPLE \ 8 IR ~ ~j !1^6'2 FIR, I ~ ~ ~ ~ ~ 33 ;30 5 ~ X10 \ \ ~ 725 \ 36 x. ~ 66~ ~ ~ ~ Fn 0. 2 36 APLECLMP I \ "~',g~FIR `B MAPk~ ~ ~ \ R~ ~ ~ ~ ~ ~ \ ~MA'I~H26 ~noc 836 'B MAPLE FIR ~ ~6693 IR FIA 14 $§8 \ ~ 8 \ \ \ `$MAPLE fi87 F~ -~8 \ ~ \ ~ ~ ~ 6H26 <cnoc n ll. ~ 1 ~ acm ~ -~rFrnuuu~ ~ i . Sa ~ ~ ~ ~ 1dh A I ~ ~ 1T~ „r~~l YI/ oFiR ~ ~7 i i ~ ~7s~ 7~ ~ xs ~ A~ ~zn 10091PLE7 A ~ ~'ss ~ ~ ~MAPL ss~, ~ ~ ~ ~a^a^~mAP ~ FiR~3~ 1fi-NMAPL ~ FIR^32 ~4 I I ~ ~Pb~'~B~E ~ ~eMAPLE ~L6 ` \ I g ~ 8.\ ~ ~ ~ FiR❑ \ ~ ~VMAPLE -/~6&p~ ~ ❑ ~ 2 LE ~ ~ ~ ~ 9 ~ GUS `OMAPL7-- R ~ ~ 76 78 ~ FIR ~ ~ MAPLE MAPLE 96 \ ~ \ CHE Y ~ ~ 836 /~l 760 ' v~ 1 ~ ~ 2 APLE-~ ~ \ R \ \ • \ ~j7,~~ `8z 830 ~ 7 I IA g4 ~ FIR ~ ~ ~V$- ~ 00 °D / IR FIRS ~p 8S ~ \ ~ ~ \ ~ ~ ~ S ~ ~ _ - _ _ ~ s 8 ~ V ' ~OMAPL o \ / a6o SD ~ PROPOSED STOI _ - PROPOSED STORMWATER v I xZ FIR I x FI ~ ~ FIR ~ ~ ~ \ \ \ 1 HERB °~OAK ~zy ~ I 82t 78 ~ 26 E x FIR ~ ~ ~ ~ ~ ~ ~ B 8 O xl x$[MAPLE~ ~ \ ~ ~ \ \ 1 \ 1 \7ry2{0g 20 \ \ - q Q \ • x m ~ V ~ ~ -'~13oAAkF aco~'~ ~ ~ R ~ ~ V ~ ~ ~ ~,a❑ - APLE j 0• FIR ~ ~ ` Z FlR > \ ~ FIA / ~ ~ \ FIR \ ~ `B Xy% FI 5NA 54 ~ ~ 6y ~ ~ ~ ~ ig 7 ~ (x 10 ~ ~ ~ > 76 ~ ~ ~ \ z 723 \ I (~g53 I ~ ~ `scmmrLE ~ ~ 7$¢~ S 60 2 ~ 1 ~ FIR \ \ x FIR 2 ~ ~ sv ~ ~ FIR v ~ ~a3s- fi - ~ es PL uo ~ ~ v ~ ~ MA➢LT - a~ ~ s~ ~,~a~~ ~ - ~ - - PROPOSED WAT \ ~ ~ ~ ~ 8 ~ ~ MAPLE ~ A ~ ~ ~ P1ECM4P PROPOSED WATER LINE Li4 MAPLE 750 ~ ,7 ~ 8~'~~j~,, x1 FIR ~ ~ \ \ \ \ \ ~ { ~y > 9 87 ~ MAPLE 748 ~4ELE ~ 7S0 ~ ~Y`LL'L FIR FIR \ 778 `~3MEE•PLE x 3 116 60 >A x152 0 \ I I 0 FIR - ~ ~ ~ \ ~ PL / 852 - ~ ~ ~ ~ ~ V ~ 1 ~ `s4 CRY ~7 832 834 x1 ~ I ~ gy0 746 rp ~.I.~.. x010 ~L.~ FI..SILW4`:: ~.I .~..~..~l~E{~ 44 ~ ~ L32 MAPLE ~ • • 3 ~O MAPLE x ~ • • ~ • ~ • ~ • • g' ~~ggq' ss IR..~30 stil.._.._.. FIR .J.... .J...... -WW- -FM- PROPOSED SAN ~5758 ~ (~5 80~~ `10 Q~K ~ 8 _ _ FIR 828 `q MAPLE ~ ~~12 NWPLE J2 888 46 p9 9 _ ~ PROPOSED SANITARY SEWER GRAVITY/ FORCED MAIN I x 5 74 40 APLE CLMP (1R11 062 FIR 776 444 08 • `10 QAk ,j FI APLE Z W~'- FIR 7 MAPLE x2• IR X1477 ' x1 740 ~34 APLE 2y~ 12 FIA FIA 774 `g MAPLE MAPLE FIR `R MAPLE FIR 738 ~3MAPLE 46`2 FIR IR 76 FIA x14 X66(~ 150 x148 W } 826 L32 M0.PLE CHERRY ~ ~~SS 7E7 `87CHERRY 822 824 4MAPLE ~4GHFRRY ~7E0 -W - -W - EXISTING WATEI I L12 MA'PL@ MA~ MAPLE I 736 (~35 pLE LE 772 R`E 3 IA ryry~~458 k 806 ~OCHERRP .103 EXISTING WATER SERVICE 734 x%12 CHERRY 2 770 `1~MAPLE 8ry4E5 475 2,'p729 > > FIR x174 ((~~gg13 9 OMAP MAPLE x~CHERRY • x 9732 x 8 019 >4 46 48 ~ MAPLE 768 Z `10~NARE x 73 804 g30 MAPLE 4 FIA 7 FIR 88 MAPLE 8 ,p729 HERBY 818 2 818 820 ~O MAPLE 6 830 `P+"F~R 11 6 848 84q 842 840 ~ X88 HERBY ~4 8140NE ~ IR ~M plp, 7 ~ 832 83g 94 ~ 812 ab Sfi X55 Rr+~OAK 83fi K fi5 ` - - - - - - FIR >9 66 q 2 ~30 IR 798 % I~I~ 728 (~24 76q ~ 3 131`~(CHERRY 19 Iq 74 726 '+0 APL x1995 54 5 ~ 1 PLE 1 q{~~~qq2 76 FIA 1 PLE X12 CHERRY 42 _ x x~ ~oAKFIR x 90 ~0 ~ WW WW EXISTING SANITI ICI 10 ~OAN x1 fi6 ~ X32 NWPLE g1U 8p8 ~ 83 OAK ~ EXISTING SANITARY SERVICE - - - FIR X16 724 48 PLE MAPLE 2MA91(flAPL~8 ;8 2 ~0 AP 2FIA x3`2 APLE72 ~48 26 2MAPLE pPLE 756 3 ~ ~~MP 76D FIR ,~-~c4 (vA4R ~ 8 `B MAPLE 444 141 g26 4 a~`10 CHE RY' ~ ,~J~ 2 131 id E 4CHERRYMAPLE FIR LE > fU>P4~PH'~~LE x3'2 MAPLE 796 _ Zx~R ~ 720 Y52 FIR R ~ ~~®s~ 75®S4 0381 ~~p 45 ~9 s~~ ~'I'+W7 FJ~'~ ~ ~ ~ ~ o ~ ~ ~ ~ T ~ ~ ~C~CdA44F ~ ~ ~ w ~ ® ~~Iifd~F'Ifr ~ ~ ~ 1i ~ 796 2;~~°~30 MAPLE 808 q p ~OCHERRY 8Z 9 880 ~ - - EXISTING GAS S 79 /~1FIR 0731 4 1 3 ~Y2 APPLE %2 - EXISTING GAS SERVICE 716 ` 750 ~gs 792 714 798 >7 ~ 784 79~~s~s~~~~~~i`9iNWf~~~®~~~~r~~~~~®~~~~~~e 82 12 ~a ~ `10CHERRY~~~®~a~~.~ ~~~~~~i~~ 8 Z ~ 820 20 808 828 I / 712 > & 782 9 - _ 710 xOd 0 B 7>6 - _ 08 73 8 ~ i 826 i ~ - - ~ EXISTING OVERT EXISTING OVERHEAD POWER 706 ~ X82 ~ I r 566 >g ~ ~ 780 704 30 O 7j2 V 790 I 898 I ~ 824 I O ~ I r 798 816 ~ 82022 g10 ❑ ~ EXISTING UNDEf - 702 ~ 700 ~ 746 770 ~ 698 ~ G! 7 C b68 ~ 818 ~i ❑ ❑ 88 ~ ~ 81p I SUS EXISTING UNDERGROUND POWER 696 >58 694 ~ N 884 Ol8 I ~ ~ / - - 692 _ 69 I B2 I ~ 802 I aoo ~ ~ j _ _ _ _ _ _ _ PROPOSED PRE: I 866 810 / / PROPOSED PRESERVATION BOUNDARY LINE ~z~ -0N PA 1H p®n ~ ~ 764 ~ ~~~i ~ \ 2c~ 7S4 >56 ~ T99 / ❑ PROPOSED LOT /i PROPOSED LOT LINES 758 >BO i ~ 800 i / 798 / 8q 796 / i 780 / / / 794 U6L / / i 778 b6L 88L 80~ / - 778 Bp 86 \ _-68 / >7 4 a N ~❑~2 780 7 ` ~ A 77g / EUGENE TREE PROTECTION NOTICE LS120 m m ~ 780 776 ~ri r` ❑ / l/ \H!~b0\ PA iH \ ❑ o N l / ~ 06 / ~ - _ PROTECTVE FENCING - ~ LIVE FENCING q\ TREE PROTECTION N 77U a~ AT EDGE OF CRITICAL ~ ~ ROOT ZONE. NO FENCING REQUIRED T OF CRITICAL )NE. NO TREE 1I ZONE i REQUIRED 0 r Ij~~ OVER HARD SURFACES. Yi j% ~ 4RD SURFACES. C N a /7 ~ 7 / \ NO CONSTRUCTION ACTIVITY, INCLUDING EXCAVATION, FILLING, 0 .y r~ j i/j 1STREET~ 7 /j ~',f, J ~j, / / CRITICAL ROOT PROTECTIVE STORAGE OF MATERIALS OR IAL ROOT FENCING EQUIPMENT PERMTTED '.N THIS AREA ZONE-SEE NOTES BELOW TO -SEE NOTES ITo v N v ~j~j DETERMINESIZE. 7~i 8, ;MINE SIZE. a` v / /y O 7. ~ ~.~SIDEWALK f'; WALK TREE KEEP OUT v 7 o FOR MORE INFORMA'TION CON'IAC'1' 0 m J PLANTING TYPICAL TREE ORTHE CITYOFEEGENE, STRIP PROTECTION PUBLIC WORKS (NO PAVED SURFACES) 682-5560 TYPICAL STREET TREE PROTECTION ~a~° ~ v Q 0 a ~ 0 DQ Dpp D Q p a a p44 p ~D 6MAXIMUM BETWEEN STAKES ~I - 4' MIN. Q r ,IN. r City of Y v G METAL'T' FENCES ' STAKES, NP. - WOOD, CHAIN LINK OR v S ZONE OF ORANGE POLV ZONE OF CONSTRUCTION FENCING. v .y PROTECTION - FENCING PROTECTION TREE PROTECTION NOTICE FENCING Y NOTES: v 1. THE CRITICAL ROOT ZONE CRZJ FOR TREE54"DIAMETER OR SNIAL RADIUS AT LEAST 5' FROM THE TRUNK. TREES 4" DIAMETER OR SMALLER SHALL BE AN AREA WITH A JK. a 2. THE CRZ FOR TREES OVER 4" DIAMETER SHALL SEAN AREA WITH P THE TRUNK FOR EVERY 1" OF DIAMETER SIZE. :TER SHALL HE AN AREA WITH A RADIUS OF AT LEAST 1' 6" FROM TER SIZE 3. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WI' 4. NO STORAGE OF MATERIAL SHALL BE ALLOWED WITHIN THE CRZ. 'ACTION SHALL TAKE PLACE WITHIN THE CRZ. EXCEPTAS APPROVED. E ALLOWED WITHIN THE CRZ. a v Y & IF WORK IS DONE WITHIN THE GRZ, GARE MUST BE TAKEN TO MININ CARE SHALL BE TAKEN DURING EXCAVATION AND REMOVAL OF EXI ;ARE MUST BE TAKEN TO MINIMIZE ROOT DISTURBANCE, SPECIAL AVATION AND REMOVAL OF EXISTING CURB, GUTTER, AND CITY OF EUGENE N SIDEWALKS TO AVOID DAMAGE TO TREE ROOTS. LOCATE EXISTING OR OTHER APPROVED METHODS SUCH AS AN AIRSPADE. REE ROOTS. LOCATE EXISTING TREE ROOTS USING HAND TOOLS CH AS ANAIRSPADE. STANDARD DRAWING Ga~l a 6. PROTECTIVE FENCING IS REQUIRED WHEN THE WORK AREA IS WITI WHERE PORTIONS OF THE CRZ ARE COVERED WITH PAVEMENT SUS WHEN THE WORK AREA IS WITHIN THE CRZ OF TREES, EXCEPT AMENDMENT '1-1lJC'EPd1E COVERED WITH PAVEMENT SUCH AS STREETS OR WALKS. ~G~ v Y 7. NO ROOT OVER 7'$HALL BE CUT WITHOUT APPROVAL OF THE URBi ARBORIST). ROOTS SHALL BE CUT WITH APPROVEDSAWS. NO ROC THOUT APPROVAL OF THE URBAN FORESTER (OR AN APPROVED /ITH APPROVED SAWS. NO ROOTS OVER 2"SHALL BE CUT OR TORN TREE PROTECTION DURING TRENCHING WITH POWER EQUIPMENT SUCH AS BACKHOE`, AND IRRIGATION OR OTHER PIPES SHALL BE INSTALLED BY HAND D QUIPMENT SUCH AS BACKHOES AND TRENCHERS. UTILITY LINES TALL BE INSTALLED BY HAND DIGGING OR TUNNELING UNDER REVISIONS a ROOTS, AB NECESSARY, TO AVOID CUTTING ROOTS 2"AND LARGER HITTING ROOTS 2" AND LARGER. J DATE DESCRIPTION v a v 6/66 LS 120 m 0 N Scale: 1" = 40'-0" SCHIRMER SATRE GROUP 9 375 West 4th, Suite 201, Eu ene OR 97401 ~ # Date Description V Dr 7]Drawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ v ■ ces, jas SHEET NO. www.schirmersatre.com a i 0 20 40 80 • Ch ~i~Ol E: SCHIR~IER Checked + EANDSCAPEAACHITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Q ces y ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW V v COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 4 ~~ON a ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY Da N Date ~ _ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ k~ 3.3.2017 ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND v CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Ph Phase L300 UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. ©2017, SCHIRMER SATRE GROUP ~ ~ v ~ oo ~ ~ oo ~ ~ nn ~ ~ nA ~ non v c ~ c v ~ v c v ~ c v ~ ~ v cn ~ U - U - U - U O. O LL Q ~ LL Q O LL Q ~ LL V1 C ~ V1 C U V1 C U V1 C U N N N N N N N N Q LL Q LL Q LL Q LL ~ C V1 C ~ C In C -p 0 N ~ -p O N ~ ~ -p 0 N 3 ~ O a1 ~ to C C C C ~k m ~ p [ ~k m ~ O ~ [ ~k m ~ O N [ ~ ~ ~ p ~ ~k m v c E ~ v v ~ E~ ~ ~ v c E c ~ v v c E~ ~ ~ ~k N ~ C ~ ~k ~ ~ C ~p ~k ~ ~ C ~p ~k N ~ C ~ ~ v ~ ~ E v v c ~ E m v ~ ~ E v v c ~ E v N O N OLJ L N O N O OLJ L N O N O N L N O N O v L U ~ r ~ ~ U ~ U r ~ ~ U ~ U ~ ~ ~ U ~ U ~ N ~ N N v N ~ N N v N O OJ 01 v N ~ N U1 ~ U ~ ~ ~ ~ V ~ ~ ~ ~ U ~ ~ ~ ~ V ~ ~ 1014 24 FIR X2 X 920 24 FIR X 1822 12 SPRUCE X 41613 22 FIR X 824 10 824 10 MAPLE X 1580 36 MAPLE CLMP X 2108 10 MAPLE X 7747 30 FIR X 1015 26 FIR X 923 20 OAK X 1838 10 BIRCH X 41638 12 REDWOOD X 827 12 827 12 FIR X 1581 10 MAPLE X 2109 10 MAPLE X 7753 38 FIR X 1197 26 FIR X 931 32 FIR X 1839 12 CHERRY X 41639 12 REDWOOD X 952 8 952 8 MAPLE X 1582 8 MAPLE X 2110 20 MAPLE X 7754 32 FIR X 1222 10 CHERRY X 932 26 FIR X 1841 24 FIR X 41640 12 REDWOOD X 959 20 959 20 CHERRY X 1583 8 MAPLE X 2112 12 MAPLE X 12980 8 SWEETGUM X 1530 8 SWEETGUM X 933 36 FIR X 1842 20 FIR X 41641 12 REDWOOD X 969 10 969 10 CHERRY X 1584 30 FIR X 2113 40 MAPLE CLMP X 13097 22 SWEETGUM X 1641 36 FIR X 934 40 FIR X 1843 16 FIR X 41642 12 REDWOOD X 976 12 976 12 MAPLE X3 X 1592 30 MAPLE CLMP X 2116 10 MAPLE X 13151 24 MAPLE CLMP X 1667 8 FIR X 943 14 MAPLE X 1844 24 FIR X 41643 16 REDWOOD X 979 12 979 12 APPLE X2 X 1593 16 MADRONE X 2121 18 MAPLE X 13152 24 MAPLE CLMP X 1668 12 FIR X 948 28 FIR X 1846 26 FIR X 41644 12 REDWOOD X 983 10 983 10 CHERRY X 1596 22 FIR X 2122 30 MAPLE CLMP X 13155 14 MAPLE X2 X 1669 16 FIR X 949 48 MAPLE CLMP X 1848 12 MAPLE X 41645 14 REDWOOD X 1062 48 1062 48 MAPLE CLMP X 1600 36 MAPLE CLMP X 2123 14 MAPLE X 13290 36 FIR X 1670 24 MAPLE CLMP X 950 16 MAPLE X 1849 22 FIR X 41646 18 REDWOOD X 1065 16 1065 16 OAK X 1601 24 MAPLE CLMP X 2124 12 FIR X 15517 16 SPRUCE X 1671 18 MAPLE X 951 18 MAPLE X 1854 16 OAK X 41647 14 REDWOOD X 1066 16 1066 16 OAK X 1656 22 FIR X 2127 16 MAPLE X 15533 28 FIR X 1711 10 MAPLE X 988 26 OAK X 1857 22 FIR X 41655 16 OAK X 1084 12 1084 12 MAPLE X2 X 1657 22 FIR X 2130 12 CHERRY X 15547 14 SWEETGUM X 1788 20 FIR X 993 14 OAK X 1858 14 FIR X 41656 14 MAPLE X 1090 14 1090 14 OAK X 1660 8 FIR X 2131 12 CHERRY X 40071 38 FIR X 1866 26 FIR X 998 12 MAPLE X 1859 24 FIR X 41657 14 DBL CHERRY X 1111 16 1111 16 OAK X 1661 14 FIR X 2133 10 MAPLE X 40072 12 OAK X 1870 24 FIR X 999 8 MAPLE X 1860 10 FIR X 41733 12 FIR X 1112 14 1112 14 FIR X 1664 12 FIR X 2134 22 FIR X 41150 16 MAPLE X2 X 1872 26 FIR X2 X 1016 22 FIR X 1863 16 SPRUSE X 41775 8 CHERRY X 1113 10 1113 10 FIR X 1682 20 FIR X 2142 12 FIR X 41151 42 FIR X 1894 10 CHERRY X 1017 16 OAK X 1874 24 OAK X 41802 16 FIR X 1114 14 1114 14 FIR X 1688 18 FIR X 2145 14 MAPLE X 41185 18 FIR X 1895 10 CHERRY X 1030 40 FIR X 1878 30 ASPEN X 41803 8 FIR X 1115 16 1115 16 FIR X 1689 24 FIR X 2148 12 MAPLE X 41186 28 FIR X 1897 8 CHERRY X 1037 26 FIR X 1887 64 FIR X 41807 32 FIR X 1118 10 1118 10 MAPLE X 1691 14 MAPLE X 2150 10 MAPLE X 41187 30 FIR X 1898 10 CHERRY X 1051 18 MAPLE X 1890 12 ASPEN X 41808 38 FIR X 1120 10 1120 10 MAPLE X 1693 28 FIR X 2152 12 CHERRY X 41188 20 MAPLE X2 X 2203 8 CHERRY X 1053 22 FIR X 2168 36 FIR X 41809 28 FIR X 1122 20 1122 20 MAPLE X 1716 12 MAPLE X 2153 24 FIRRR X 41199 14 MAPLE X 5002 10 MAPLE X 1095 10 CHERRY X 2169 30 MAPLE X 41810 32 FIR X 1123 38 1123 38 FIR X 1720 10 CHERRY X 2154 10 CHERRY X 41284 50 FIR X 5003 10 CHERRY X 1096 26 FIR X 2171 26 FIR X 41811 36 FIR X 1124 12 1124 12 MAPLE X 1728 18 FIR X 2155 8 CHERRY X 41307 44 FIR X 5004 8 CHERRY X 1098 22 OAK X 2172 24 FIR X 41812 40 FIR X 1125 16 1125 16 FIR X 1735 8 CHERRY X 2159 14 FIR X 41308 34 FIR X 5009 16 MAPLE X 1099 12 OAK X 2174 36 MAPLE CLMP X 41813 12 MADRONE X2 X 1126 24 1126 24 MAPLE X 1736 10 MAPLE X 2160 12 CHERRY X 41309 38 FIR X 5015 16 MADRONE X 1100 10 OAK X 2188 10 MAPLE X 41815 38 FIR X 1127 26 1127 26 OAK X 1737 14 MAPLE X 2161 10 MAPLE X 41328 12 PLUM X 5061 16 FIR X 1101 12 OAK X 2189 14 MAPLE X 1128 34 1128 34 OAK CLMP X 1739 22 MAPLE X 2164 36 MAPLE CLMP X 41351 48 FIR X 5081 18 MAPLE X 1103 16 OAK X 2191 26 FIR X 1129 44 1129 44 FIR X 1741 8 MAPLE X 2176 8 MAPLE X 41364 20 OAK X 6662 38" FIR X 1104 12 OAK X 2192 10 MAPLE X 1145 8 i 1145 8 CHERRY X 1742 8 MAPLE X 2177 10 CHERRY X 41365 26 OAK X 6663 26 FIR X 1105 58 FIR X 2193 8 MAPLE X 1162 30 1162 30 OAK X 1743 10 MAPLE X 2179 10 CHERRY X 41395 12 MAPLE X 6665 16 MAPLE X 1143 12 REDWOOD X 2197 26 FIR X 1273 16 1273 16 FIR X 1745 14 MAPLE X 2183 14 MAPLE X 41396 24 FIR X 6703 14 MADRONE X 1166 10 OAK X 2198 30 MAPLE CLMP X 1274 14 1274 14 FIR X 1746 42 FIR X 2184 8 MAPLE X 41397 12 PINE X 6704 14 MADRONE X 1171 16 SPRUCE X 2205 12 CHERRY X 1276 24 1276 24 FIR X 1747 8 MAPLE X 2240 24 MAPLE X 41398 24 REDWOOD X2 X 7599 10 ASPEN X 1176 26 FIR X 2206 10 CHERRY X 1278 16 1278 16 MAPLE X 1748 10 MAPLE X 2241 10 CHERRY X 41428 14 OAK X 7602 24 MAPLE X 1177 16 FIR X 2208 8 CHERRY X 1280 16 1280 16 FIR SNAG X 1749 22 MAPLE CLMP X 2242 10" MAPLE X 41429 30 FIR X 41191 14 OAK X 1178 10 SWEETGUM X 2209 26 FIR X 1281 26 1281 26 FIR X 1750 10 MAPLE X 5025 20 FIR X 41430 32 FIR X 41239 10 MAPLE X 1182 12 FIR X 2210 10 CHERRY X 1283 10 1283 10 FIR X 1751 26 MAPLE CLMP X 5029 12 MAPLE X 41435 28 FIR X 41240 12 MAPLE X 1187 10 OAK X 2213 10 CHERRY X 1284 34 1284 34 FIR X 1752 10 MAPLE X 5037 10 OAK X 41436 26 FIR X 41241 10 MAPLE X 1190 24 OAK CLMP X 2215 14 FIR X 1287 12 1287 12 MADRONE X 1753 24 FIR X 5038 10 MAPLE X 41456 46 FIR X 41242 12 MAPLE X 1193 10 OAK X 2216 16 FIR X 1291 10 1291 10 MAPLE X 1754 12 FIR X 5044 8 MAPLE X 41457 12 MADRONE X2 X 41243 16 MAPLE X 1194 24 OAK CLMP X 2221 26 FIR X 1292 12 1292 12 MAPLE X 1755 12 MAPLE X 5045 8 MAPLE X 41458 14 OAK X2 X 41244 12 MAPLE X 1195 20 SPRUSE X 2223 26 FIR X 1294 10 1294 10 FIR X 1756 16 MAPLE X 5046 10 CHERRY X 41459 32 FIR X 41245 12 MAPLE X 1199 48 OAK CLMP X 2224 20 FIR X 1295 12 1295 12 FIR X 1765 8 MAPLE X 5047 34 FIR X 41465 20 FIR X 41246 12 MAPLE X 1202 10 OAK X 2228 8 MAPLE X 1297 14 1297 14 MAPLE X 1766 10 MAPLE X 5079 30 FIR X 41466 12 CHERRY X 41247 10 MAPLE X 1203 18 OAK X 2229 32 FIR X 1302 12 1302 12 FIR X 1767 10 MAPLE X 5080 28 COTTONWOOD X 41468 10 OAK X2 X 41248 20 FIR X 1205 14 OAK X 2231 12 MAPLE X 1308 10 1308 10 MAPLE X 1768 10 MAPLE X 5083 36 FIR X 41469 14 OAK X 41259 16 OAK X 1207 22 OAK X 2232 8 MAPLE X 1310 12 1310 12 MAPLE X 1769 12 MAPLE X 5085 24 FIR X 41535 40 FIR X 41288 14 MADRONE X 1209 40 FIR X 2235 10 MAPLE X 1311 16 1311 16 MAPLE X 1770 8 MAPLE X 5098 10 MAPLE X 41539 28 OAK X 41372 10 MAPLE X 1210 20 OAK X 2236 10 MAPLE X 1313 12 1313 12 MAPLE X 1771 12 MAPLE X 5099 28 FIR X 41540 22 OAK X 41373 14 SPRUSE X2 X 1211 14 CHERRY X 2237 30 MADRONE X 1314 12 1314 12 MAPLE X 1772 14 OAK X 5101 24 FIR X 41541 16 OAK X 41438 12 FIR X 1214 56 FIR X 5005 26 FIR X 1316 12 1316 12 MAPLE X 1773 12 MAPLE X 5103 10 CHERRY X 41542 10 FIR X 41439 10 FIR X 1215 12 CHERRY X 5006 36 FIR X 1318 52 1318 52 FIR X 1774 36 MAPLE CLMP X 5108 24 MAPLE X 41543 16 FIR X 41441 14 MADRONE X 1218 26 ASPEN X 5013 10 OAK X 1323 26 1323 26 FIR X 1775 16 MAPLE CLMP X 5110 12 MAPLE X 41549 16 OAK X 41442 8 FIR X 1493 10 MAPLE X 5016 34 FIR X 1326 18 1326 18 MAPLE X 1777 12 MAPLE X 5127 18 FIR X 41550 14 OAK X 41544 32 FIR X 1512 12 MAPLE X 5018 12 MADRONE X 1331 28 1331 28 FIR X 1778 10 CHERRY X 5133 10 MAPLE X 41559 10 OAK X 41618 10 MAPLE X 1516 12 MAPLE X 5057 8 MAPLE X 1335 12 1335 12 CHERRY X 1779 8 OAK X 5135 10 MAPLE X 41560 10 OAK X 41621 48 FIR X 1520 18 MAPLE X 5065 40 FIR X 1342 20 1342 20 FIR X 1780 10 MAPLE X 5137 8 MAPLE X 41561 10 OAK X 41622 12 MAPLE X3 X 1521 18 MAPLE X 5067 12 OAK X 1343 8 1343 8 MAPLE X 1837 20 OAK X 5138 8 CHERRY X 41599 18 FIR X 41623 38 FIR X 1522 18 FIR X 5070 24 FIR X 1344 81 1344 8 MAPLE X 1865 10 CHERRY X 5139 14 MAPLE X 41604 10 MADRONE X 41625 34 FIR X 1525 60 MAPLE CLMP X 5076 14 COTTONWOOD X 1346 38 1346 38 FIR X 1880 18 OAK X 5140 44 FIR X 41605 12 MADRONE X 41626 24 FIR X 1526 36 MAPLE CLMP X 5078 12 MAPLE X 1347 14 1347 14 MAPLE X 1882 12 OAK X 5141 10 CHERRY X 41614 16 OAK X 41629 F TREE X 1527 40 MAPLE CLMP X 6666 16 OAK X 1348 14 1348 14 CHERRY X 1886 18 FIR X 6677 32 FIR X 41615 12 MAPLE X 41632 10 REDWOOD X 1528 36 MAPLE CLMP X 6667 16 OAK X 1353 12 1353 12 MAPLE X 1949 32 FIR X 6678 40 FIR X 41616 14 MAPLE X 41633 12 REDWOOD X 1533 14 CHERRY X 6668 26 FIR X 1354 12 1354 12 MAPLE X 1951 14 MAPLE X 6679 12 FIR X 41617 30 MAPLE X 41634 12 REDWOOD X 1537 10 CHERRY X 6669 8 OAK X 1355 14 1355 14 MAPLE X 1953 14 MAPLE X 6680 12 MAPLE X 41620 18 OAK X 41776 12 OAK X 1538 10 CHERRY X 6670 34 FIR X 1358 12 1358 12 MAPLE X 1959 12 FIR X 6681 10 OAK X 41635 14 REDWOOD X 41814 10 CHERRY X 1540 18 CHERRY X 6671 60 DBL FIR X 1360 36 1360 36 MAPLE CLMP X 1963 14 MAPLE X 6682 40 FIR X 41636 12 REDWOOD X 1543 38 FIR X 6672 14 FIR X 1361 12 1361 12 MAPLE X 1964 24 FIR X 6683 36 FIR X 41637 12 REDWOOD X 1544 8 MAPLE X 6673 8 CHERRY X 1364 16 1364 16 MAPLE X 1967 10 MAPLE X 6684 8 CHERRY X 41649 38 OAK X 1545 10 MAPLE X 6674 8 CHERRY X 1369 22 1369 22 FIR X 1970 10 MAPLE X 6685 8 CHERRY X 41650 10 OAK X 1546 42 FIR X 6675 14 FIR X 1374 16 1374 16 MAPLE X 1972 32 FIR X 6686 30 COTTONWOOD X 41651 16 OAK X 1548 12 MAPLE X 6676 32 FIR X 1376 14 1376 14 MAPLE X 1973 12 FIR X 6687 10 CHERRY X 41652 20 OAK X 1551 14 MAPLE X 6697 24 FIR X 1380 24 1380 24 FIR X 1974 12 MAPLE X 6688 10 CHERRY X 41653 20 CHERRY X 1552 14 MAPLE X 6698 18 FIR X 1381 10 1381 10 MAPLE X 1975 8 MAPLE X 6689 8 MAPLE X 41654 16 OAK X 1553 12 MAPLE X 6699 12 FIR X 1383 8 1383 8 MAPLE X 1977 10 MAPLE X 6690 8 MAPLE X 41702 44 OAK X 1556 8 MAPLE X 6700 30 FIR X 1387 20 1387 20 FIR X 1978 12 MAPLE X 6691 8 CHERRY X 41713 26 OAK X 1559 10 MAPLE X 6701 8 MAPLE X 1389 26 1389 26 FIR X 1979 28 FIR X 6692 10 MAPLE X 41714 22 OAK X2 X 1560 10 MAPLE X 6702 32 FIR X 1390 24 1390 24 FIR X 1980 8 MAPLE X 6693 8 MAPLE X 41715 20 OAK X 1576 16 MAPLE X 6706 10 FIR X 1392 36 1392 36 FIR X 1981 10 MAPLE X 6694 20 FIR X 41716 20 OAK X 1577 60 MAPLE CLMP X 6707 50 FIR X 1393 10 1393 10 MAPLE X 1986 16 MAPLE X 6695 12 FIR X 41717 24 OAK X 1578 24 MAPLE X 6708 32 COTTONWOOD X 1394 8 1394 8 MAPLE X 1989 16 FIR X 6696 24 FIR X 41728 18 OAK X 1585 12 FIR X 6712 48 MAPLE CLMP X 1398 8 1398 8 MAPLE X 1991 22 FIR X 6705 32 FIR X 41729 14 BIRCH X 1586 10 FIR X 6713 10 COTTONWOOD X 1400 10 1400 10 MAPLE X 1995 48 MAPLE X 6709 44 FIR X 41730 24 OAK X 1587 30 FIR X 6717 10 CHERRY X 1402 8 1402 8 MAPLE X 1998 18 FIR X 6710 10 MADRONE X 41731 16ALDER X 1588 36 MAPLE CLMP X 7606 16 MAPLE X 1403 26 1403 26 FIR X 1999 40 MAPLE CLMP X 6711 38 FIR X 41732 26 COTTON X 1589 10 MAPLE X 13148 10 MAPLE X 1404 8 1404 8 MAPLE X 2001 24 FIR X 6714 8 MAPLE X 41739 34 OAK X 1590 10 MAPLE X 13156 16 MAPLE X2 X 1406 18 1406 18 FIR X 2002 26 FIR X 6715 22 FIR X 41740 38 OAK X 1591 24 FIR X 41146 22 MAPLE X 1410 20 1410 20 FIR X 2003 24 FIR X 6716 8 FIR X 41769 40 FIR X 1597 10 MAPLE X 41147 26 MAPLE X 1416 10 1416 10 MAPLE X 2006 30 FIR X 6718 20 OAK X 41798 36 FIR X 1598 8 CHERRY X 41149 12 MAPLE X 1420 22 1420 22 FIR X 2007 20 FIR X 6719 14 OAK X 41800 48 FIR X 1599 8 MAPLE X 41160 40 FIR X 1422 10 1422 10 MAPLE X 2008 18 FIR X 6720 8 MAPLE X 42748 10 OAK X 1604 10 MAPLE X 41163 32 OAK X 1424 10 1424 10 MAPLE X 2010 10 MAPLE X 6721 8 MAPLE X 42783 30 OAK X 1605 36 MAPLE CLMP X 41164 24 FIR X 1426 36 1426 36 FIR X 2011 12 FIR X 6722 8 MAPLE X nnnn nn nnnni r ni nnn nn non nn rin n nn~ n n nn~ n ~i irnnv nnnn nn rin n~nn n nnv IOVO L4 IVIAI'LC I,LIVII' A 41 I/O LO ~II'C A 14L1 0 14L1 0 UI'ICRRT ~ LV IL IL t-IR OILO 6 UA1~ 1607 36 MAPLE CLMP X 41177 32 FIR X 1431 48 1431 48 MAPLE CLMP X 2013 14 FIR X 6724 10 OAK X 1608 14 MAPLE X 41178 26 FIR X 1432 10 1432 10 CHERRY X 2014 14 FIR X 6725 10 MAPLE X 1609 10 MAPLE X 41182 16 FIR X 1437 12 1437 12 MAPLE X 2015 12 FIR X 6726 10 MAPLE X 1610 12 MAPLE X 41183 34 FIR X 1440 8 i 1440 8 CHERRY X 2019 12 MAPLE X 6727 12 MAPLE X 1611 10 MAPLE X 41277 16 OAK X 1441 8 i 1441 8 CHERRY X 2026 12 MAPLE X 6728 28 FIR X 1612 10 MAPLE X 41286 8 OAK X 1443 18 1443 18 FIR X 2030 12 MAPLE X 6729 8 CHERRY X 1613 10 MAPLE X 41289 12 OAK X 1444 8 1444 8 MAPLE X 2031 22 MAPLE X 6730 14 FIR X 1614 10 MAPLE X 41290 10 OAK X 1445 14 1445 14 MAPLE X 2033 12 MAPLE X 6731 14 MAPLE X 1615 20 MAPLE X 41291 14 MAPLE X 1446 18 1446 18 FIR X 2036 12 MAPLE X 6732 14 MADRONE X 1616 14 MAPLE X 41292 48 FIR X 1451 28 1451 28 FIR X 2037 30 FIR X 6733 8 CHERRY X 1617 36 MAPLE CLMP X 41425 22 OAK X 1454 16 1454 16 MAPLE X 2039 12 MAPLE X 6734 8 CHERRY X 1618 24 MAPLE CLMP X 41426 12 OAK X 1458 10 1458 10 MAPLE X 2041 12 MAPLE X 6735 14 CHERRY X 1619 10 MAPLE X 41427 22 OAK X 1461 38 1461 38 FIR X 2042 16 MAPLE X 6736 10 FIR X 1620 10 OAK X 41432 26 FIR X 1462 28 1462 28 FIR X 2044 24 FIR X 6737 20 FIR X 1621 20 OAK X 41434 14 MADRONE X2 X 1463 24 1463 24 FIR X 2046 36 MAPLE CLMP X 6738 24 FIR X 1642 18 MAPLE X 41437 26 FIR X 1464 30 1464 30 FIR X 2047 12 MAPLE X 6739 34 FIR X 1643 24 MAPLE CLMP X 41443 30 FIR X 1465 10 1465 10 MAPLE X 2049 8 MAPLE X 6740 18 MAPLE X 1644 8 MAPLE X 41444 50 FIR X 1466 12 1466 12 MAPLE X 2051 26 FIR X 6741 26 FIR X 1645 8 MAPLE X 41445 14 FIR X 1467 32 1467 32 FIR X 2052 20 FIR X 6742 14 FIR X 1646 10 MAPLE X 41446 24 FIR X 1470 10 1470 10 FIR X 2053 24 FIR X 6743 8 FIR X 1647 14 MAPLE X 41447 36 MAPLE X 1472 12 1472 12 MAPLE X 2058 28 FIR X 6744 22 FIR X 1648 12 MAPLE X 41450 60 FIR X 1473 16 1473 16 MAPLE X 2059 24 FIR X 6745 18 FIR X ~ 1649 24 MAPLE CLMP X 41455 34 FIR X 1475 8 a 1475 8 MAPLE X 2060 24 FIR X 6746 16 FIR X N 1650 10 CHERRY X 41460 14 MAPLE X 1477 8 v 1477 8 MAPLE X 2062 8 MAPLE X 6747 24 FIR X 1651 8 MAPLE X 41461 24 OAK X 1482 8 1 r` 1482 8 MAPLE X 2065 36 MAPLE CLMP X 6748 24 FIR X 0 1652 24 CHERRY CLMP X 41470 48 FIR X 1483 26 N 1483 26 FIR X 2069 30 MAPLE CLMP X 6749 26 FIR X 1653 12 MAPLE X 41534 36 FIR X 1484 26 m 1484 26 FIR X 2070 8 MAPLE X 6750 16 FIR X N 1681 16 FIR X 41536 24 FIR X 1488 10 1488 10 MAPLE X 2071 12 MAPLE X 6751 34 FIR X 1740 8 MAPLE X 41537 38 FIR X 1489 8 a 1489 8 MAPLE X 2073 34 FIR X 6752 16 FIR X 0 1744 10 CHERRY X 41545 40 FIR X 1491 14 1491 14 MAPLE X 2075 10 MAPLE X 6753 16 MAPLE X 1757 10 MAPLE X 41546 16 FIR X 1492 30 1492 30 MAPLE CLMP X 2079 12 MAPLE X 6755 16 FIR X v v 1758 36 MAPLE CLMP X 41551 14 FIR X 1496 36 1496 36 MAPLE X 2081 12 CHERRY X 6756 20 OAK X a 1499 8 CHERRY X 2082 16 FIR X 6757 14 CHERRY X v 1759 10 CHERRY X 41552 14 FIR X 1499 8 i ~ 1760 30 MAPLE CLMP X 41553 14 FIR X 1501 14 1501 14 MAPLE X 2083 10 CHERRY X 6758 8 MAPLE X 0 ~ 1761 8 MAPLE X 41554 14 FIR X 1504 14 1504 14 MAPLE X 2085 10 MAPLE X 6759 14 MAPLE X ~ 1762 8 MAPLE X 41555 16 FIR X 1506 10 1506 10 OAK X 2086 10 MAPLE X 6760 8 MAPLE X 1763 16 MAPLE CLMP X 41556 10 OAK X2 X 1507 30 1507 30 MAPLE CLMP X 2087 8 MAPLE X 6761 10 FIR X 1764 16 MAPLE CLMP X 41557 10 OAK X 1508 8 1508 8 MAPLE X 2088 8 MAPLE X 6762 26 FIR X 1786 18 OAK X 41558 10 OAK X 1511 8 I v 1511 8 MAPLE X 2089 10 MAPLE X 6763 34 FIR X s v 1793 24 FIR X 41600 44 FIR X 1513 8 1513 8 FIR X 2091 10 MAPLE X 6764 10" MAPLE X 1795 12 OAK X 41601 28 FIR X 1564 10 1564 10 MAPLE X 2092 30 FIR X 7407 10 APPLE X 1796 18 MAPLE X 41603 10 HOLLY X2 X 1565 10 1565 10 MAPLE X 2093 24 FIR X 7436 22 FIR X v 0 1797 8 MAPLE X 41606 14 MAPLE X 1569 8" 1569 8" MAPLE X 2095 16 FIR X 7438 8 SUVEETGUM X • a 1798 22 FIR X 41607 10 MAPLE X 1570 8 Trees Remove in RO1N 1570 8 MAPLE X 2097 8 CHERRY X 7607 12 MAPLE X 67 1799 10 PEAR X 41608 14 MAPLE X 1571 32 1571 32 FIR X 2099 32 FIR X 7610 18 FIR X Trees Remove On $Ite 3 a 1800 10 MAPLE X 41609 44 FIR X 1572 18 1572 18 MAPLE X 2102 10 MAPLE X 7634 8 SPRUCE X • 312 Trees To Remain 5 522 1801 12 MAPLE X 41610 40 FIR X 1573 14 1573 14 MAPLE X 2103 10 MAPLE X 7635 28 FIR X v 1802 28" FIR X 41611 14 MAPLE X2 X 1574 16 1574 16 MAPLE X 2104 10 MAPLE X 7637 38 FIR X Tota Trees g 901 1821 44 SEQUOIA X 41612 12 OAK X 1575 40 0 1575 40 MAPLE CLMP X 2107 8 MAPLE X 7678 12 CHERRY X a v a v D m 0 N Scale: 1" = 40'-0" SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description Dr 7lDrawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ v ■ jas,ktvh SHEET NO. www.schirmersatre.com a i 0 20 40 80 • a Ch ~+~~1 E: SCNfR~IE~ Checked + EANDSCAPEAACHITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Q ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW v COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 4 ~~ON a ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY Da N Date i ~ _ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ 3.3.2017 ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND v CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Ph Phase L400 ~ UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. ©2017, SCHIRMER SATRE GROUP ~ ~ ~4 ~ ~ ~P ~ S Q~,.~ .~P v~~~ `~P~ Py ~P / O~~gt TRACT G PQ G ~ ~ P yon / . A~oc~. TRACT G V 5~ ~ ~ a 9 _ o, ~ - ~ - ~ ~'y ~ G~ a0 I w° rRACr D i i ed~ ~ h ma~d,q TRACT D / ~°~e ~ ~ ` . . ~m i r ~ ~a II II ;5 i - . ~ ~ ~ ~ ~ ~ . ~ I ~ ..~1 ~ ~ \ a, ~ q's, ~ LOT 23 ~a~a~ ~ ~ ~ ~ ~ ~ LOT 23 _ . - • oc°°~~°eC s~o °o ~ i ~ ~ ~ \ ~ ~°o~ aa~. I ~ h/oo / I ~°~a~o ° / a°~ '~~o° ~ I ~ ~ Lor zz ~ N~ 1 ~ ~ ' ~ LOT 24 ~F ~ I ~ ° ~ ~o~ ° LoT 2z \ ~ 1 ~m / ~i odo~ LOT 24 ~ LOT 21 F~ ~ I, LOT 21 ~,n ~ ~ ~ ~ ~o~oc . ~ I - / =a ~ / 1 ~ ~ -1 I 1- ~ I • i ~ ~ L_- ~ A I ~ r- o°°°°°°°°° °oooo°° °oo° ~ • ° ° ~ ~ _ I goo ° 1 9 ~ \ _ ~ 1 I ~ - I ~ . ~ • ooo° °°ooo ° ~ 1 I ~ °°oo°°°°° ° / . - - ~ ~ ~ J I n ~ J I o°oooo~o ° ° ~ ~ 1 \ \ _ . - s~ ~ ss ~p ~ LOT 33 ~ ~ 1 ~ ~ LJ I m ~ ~ _ o° ~ ~ LOT 33 / ~ - ~ ~ J I °°°°°°°ooo°°°° °°°°°o°° ~°°c° ° ~ ~ 1 I ~ ~ ~ ao °oo°°° ~ ° °ooo ~ ~ / ~ - - 1 00000000° °oo°oo°oo° ° • wo ~w _ ~ I LOT 34 1 HENDRICKS ~ 1 ~ °°°o°°o° I LOT 34 °oooo°°° °°°°~~~iol~~~~ - HENDRICKS i LOT 25 1 PARK ~ ~ ~ • i' LOT 25 PARK _ •r I I • ~ ~ ~ \ LOT 2 LOT 1 LOT 1 (80+ ACRES) I • ~ / ~ / I a... LOT 3 / LOT 26 LOT 2 i LOT 1 (80+ ACRES) LOT 3 ..1.. „ LOT 26 ~ LOT3 I I I _ ~ ~ I ~ T ~ I LOT 32 ~ A ~ I . _.._..T.. ~~°o I LOT 32 ~ \ cod°° ~o I I 1 LOT 35 ~ I LOT 27 / LOT 27 LOT 35 / I _ _ ~ ~ I ~ ~°ooooo~ _ I I ~ ~ .._.._.1 I 1 . ~ I I LOT 31 I - \ _ I _ LOT 31 - _ \ LOT 5 I LOT 4 LOT 4 I A ~ :41 ~ ~ • \ ~°~~L( - - _ _ F LOT 4 I o°~COfi 5 'r I ~ LOT 18 ~ - r I ~ \ Lor 18 a ~ . oooo 0 LOT 3 ~ I ~ LOT 29 I LOT 28 R~ ~ ~ • ~ ~ A LOT 30 ~ I I ° e ~ ~ LOT 29 LOT 28 TRACT E ~ • r TRACT E ~ I ~ I roc°~° ° _.._J. I 0 oooo ' \ . Rn'4~F 0 I I For ~ LOT 17 eryFq roc ~ I I LOT 17 ° ~ °°°,"CO • • rF LOT 7 I I I I I . I _ ~ I oo 11100 o ° LOT 7 I 1 • LOT 6 r5 I LOT 6 I • LOT 16 I I I I ~ I LOT 20 LOT 19 I I • \ LOT 16 • I I I I I I I I LOT 20 LOT 19 I I - I I LOT 15 ~ I I I I L ~ I I I I I , LOT 14 I I I I I I • I - ~ I I \ LOT 14 • • ~ - I I I I ~ . I I I I I I I I I I I I • . I LOT 13 LOT 10 ~ ~ I I I I I I \ ' • ~ LOT 13 ~ I LOT 12 LOT 10 • I I I I LOT 12 I LOT 11 I I I I - I I I • , LOT 9 I I I I I I LOT 11 I I I I I I • ~ IT 11 I I LOT 9 I : LOT 8 I I I I I I I I LOT 8 : ~ ' I I I ~ I ~ I i I LOT 8 I I I I I I I I I I I I I~ I I t • • ~ • \ I 1 I I I I I I I I I I I I I I I I I I ~ I I I I I I I I II . ~ ' • • ~ I ._.._..J L.._.._.._.a_.._.. .._.._.._.a L.._.._..~.._.._.._. _.._.._..1.._.._.._l. _.._.._..L_.._.._.. ~ .._.._..J L.._.._.._.~_.._.._.. L.._.._..~.._.._.._. _.._.._..1.._.._.._I._. 0... I TRACT 'A' TRACT'A' 0 IhI Y Y EXISTI G FORESTED AREA ~ EXISTING FORESTED AREA 6 w ~-~a~ .aTM i +m ~~~M SURFACE TABULATION BUILDINGS AND OTHER STRUCTURES. IMPERVIOUS SURFACElAREA IS DEFINED BY EC 9.0500 AS ANY SURFACE AREA THAT CAUSES V THAT CAUSES WATER TO RUN OFF THE OPEN SPACE SURFACE IN GREATER QUANTITIES OR AN INCREASED RATE OF FLOW FROM CONDITIONS PRE DEVELOPMENT. TYPES OF IMPERVIOUS SURFACE INCLUDE, BUT ARE NOT LIMITED T0, ROOFT CONDITIONS PRE-EXISTING TO 41TED TO, ROOFTOPS, ASPHALT AND CONCRETE PARKING LOTS, DRIVEWAYS, ROADS, SIDEWALKS AND PEDESTRIAN PLAZAS. ~N PLAZAS. Preservation Area Square Feet Acres ZE PROPOSED IMPERVIOUS SURFACE UUITHIN TractA 93,037 SF 2.14 ACRE 00000000000000000 00000000000000000 DEVELOPMENT SITE Tract B 2,161 SF .05 ACRE EXISTING BUILDING tE o~o~o~o~o~ooooo00 00000000000000000 o~o~o~o~o~ooooo00 TraetC 1,14fl SF fl3 ACRE ZE SURFACESUUITHIN R.O.W. Tract D 2,426 SF fl6 ACRE Tract E 8,541 SF 19 ACRE tE EXISTING: ~E IMPERVIOUS SURFACES 14,609 SF 14,609 SF TOTAL 1fl7,305 SF 2.47 ACRES =S PROPOSED IMPERVIOUS SURFACE UUITHIN (18%of Site) to R.O.W. PROPOSED: Individual Lot Preservation Areas 114,991 SF 2.64 ACRES ) IMPERVIOUS SURFACES 3,573 SF =S PERVIOUS SURFACES 10,940 SF 5,573 SF 0,940 SF (19%of 5ite) te) Grand Total 222,296 SF 5.11 ACRES ~ PROPOSED IMPERVIOUS SURFACE LESS PROPOSED PERVIOUS SURFACE 7,367 SF 7,367 SF (37 %of Si te) te) EXISTING IMPERVIOUS SURFACE WITHIN R.O.W. SURFACES UUITHIN DEVELOPMENT SITE i i i i i i i i i i i i CVICTIAI!?~ L/~IV I IIYV. PROPOSED PERVIOUS SURFACE WITHIN R.O.W. IMPERVIOUS SURFACES 14,837 SF PROPOSED: IMPERVIOUS SURFACES 21,702 SF PERVIOUS SURFACES DO SF a N 111 r O N m ai V N Q C N Q C N N V N w 3 3 0 N Q E O N J ~I Y v v S v .y Y v a a v Y N a v Y a v a v m o ■ Scale: 1" = 80'-0" SCHIRMER SATRE GROUP ~ ■ 375 West 4th, Suite 201, Eugene OR 97401 ■ ~ # Date Description V Dr 7lDrawn By V Phone: 541.686.4540 Fax: 541.686.4577 N jas,ktvh SHEET NO. www.schirmersatre.com a i 0 40 80 160 • Ch ~i~Ol E: SCHIR~IER Checked + EANDSCAPEAACHITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Q ces y ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW V v COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 4 ~~ON a ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY Da N Date ~ _ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ k~ ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND v CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Ph Phase UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD Ell 3.3.2017 L500 PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. ©2017, SCHIRMER SATRE GROUP PROJECT INFORMATION MAP MAP TAX LOT ZONING 18-03-( 18-03-04-31 00100 R-1 18-03-( 18-03-04-31 00200 R-1 18-03-( 18-03-( 18-03-04-31 00201 R-1/PD 18-03-04-31 00300 R-1/PD 18-03-( 18-03-04-31 00400 R-1/PD DRAWING DESCRIPTION THIS PRES THIS SHEET SHOWS THE SQUARE FOOTAGE AND DIMENSIONS OF THE AREAS TO BE PRESERVED THROUGH HOA MANAGEMENT AND INDIVIDUAL TAX LOTS. ~ COMMON N OPEN SPACE MMO v~~ 5 5 ~P~ ~0 ~ G ~ Preservation Area Square Feet Acres TRACT C i• ~P ACT C Preservi Tract A 93,037 SF 2.14 ACRE p Community Area i• ~ munity Area Tract A AMILY HOME LOTS SINGLE F Tract B 2,161 SF .05 ACRE C~ 1,140 SF 1 SF Tract B • Landscaping as per CCR's and review by architectural review committee. Tract C TractC 1,140 SF .03 ACRE ~ ~ Q , D ' oD ' . CAPITAL HILL DRIVE Tract Tract D 2,426 SF .06 ACRE Fd~~ 4 v A vDi L ~ ~o iaia Qy i A'" Tract E m= 21' of avement Tract E 8,541 SF .19 ACRE 0~ d , rp ~6e - ~ {y V \ ' p { TOTAL m - TOTAL 107,305 SF 2.47 ACRES ~ • y ~ ~ s TRACT D y r~M = ° ~ ~ ~oN~RFTE wA~ 4' sidewalk on one side v - < (18%of Site) Community Area ~ ~ - ~ e n~ a3anaix; ~ . • / ~ \ oo~ 6 Individu BTX,~ - y ~ 00 ~ - k Individual Lot Preservation Areas 114,991 SF 2.64 ACRES 2,426 SF , ~ • ~ m ~ ll HdStl i0 39~- - ° ~ \ _ - ~ X Grand T (19%ofSite) Grand Total 222,296 SF 5.11 ACRES pA ctl0a ~ 006 0 / ~~9 -ro- ~ ~ c, u, e _ ~ sus (37%of Site) ~ ~ m ~ ~ ~ ~ \ ~e 6 ~ w ~ ~o V ~ m i • / ~ ~ ~ i / ~ ~ ~a / e ~ / ~ ~ \ \ ~ti , - _ - ~ ~ ~ \ IT 23 \ ~6- ~ \ ~ \ a~6 LOT 23 x 8>~ OLBi ~ 1 m~ ~ 03af1?J1X3 r \ \ ~ 103 sf v ~ a~ da~,~ ~~~a~ ~ aa~~ ~ ~ ~ ~ ~ / ~ X14,003 s . 1 q`~ ~ • v v \ ~~6, k ~ v LEGEND I~ / i m N 9 ~ / ~ ~ \ / a ~311~9 CNV ~ ~ - ~ ~ 1,140 sf ~ / / - _ ~ ~ 06 ~ ~ ~ ~ - / / i \ X ~a a ~ ~ ~ ~ t s e~ 2,426 sf . ~ . ~ ~ ,,x, ~ ~ ~ , ~l/ v a ~ x - ~o v ~ X EXISTING CONIFEROUS TREE 0 i s e a , x \ \ X a ~ ~ I •a~ ~ / ~ v LOT 22 / / ~ ~ N e ~N ~ ~ ~ ~ 14,3~2~sf ~/x~) ~ ~ . EXISTING DECIDUOUS TREE o `25?J5 _ _ ~ , , ~yw v ~ ~ ~ a, / OT 21 r LOT 24 X27,209 sf ~ 1 24,498 sf ~ ~ ~ I ~ \ Sd31S 3138~N0~ ~ ~ ~ A ~V ~x 1 / Q A~ \ C - ~ ~ N~VM 313~1~N00 ~ A ~ m I a x ~ x O~C ` ~A \ yJ. • ~ ~ I m e ~ ~ ~ i II ~ I ~ ~ ~ O ~ RFTe ~ CS \ \ O~ 11 mZ q ~ ~ 1 ' ~ ~ a o ~ ~ ~ . 1 ~ \ 7 ~ 870 PROPOSED PRESERVATION AREA(HOA) / COMMON AREA X \ X ti~ ~ D 875 \ A A I ~ o D f B~ 7 A 1 x \ k~ I ~ ~ x ~ m m x \ D y ~`~f / \ \ m \ 88Q ~ fD r~ i I I ~ f D I \ LJ Dy I _ _ _ J UiU D < 1 \ W ® X 1 ~ ~ \ ~On fj ' \ ~n~ r ~ I- - - I ~ n ~ ~ ~ ~ ~ A N~ ~ ~ ~ iy m \ ~ , - ~ ~ orezKt en m y ~ x$88- Z-~ ~ 0 8~ m ~ rr {nA PROPOSED PRESERVATION AREA (INDIVIDUAL TAX LOT) II SOX ~ ~ 0 ~l' m 65 ~ N I ~ 3~~a~HO~ ~ _ ~ ~l LOT 33 / ~ ~ ~ o 00 x \ ~ x \ . - r ~ I \ ~ ~iaM - ~ ~ \ ~ o ~ ~ ~ - x10,838 sf 1 ~ \ ` W 1 ~ ~ ~ ~ _ ' ~ ~ - _ _ _ ~ 88 ~ J x o o noo ~ a I \ x I \ ~ m a~Z I x • w~'~ ~ ~ ~ ° - --WW ----WW- - ~ ~ ~ ro _ - - - W \ ~ m I ~ o ~ x x ORq ~ m ~ \ ~ o ~ ~ _ _ W ~ ~ A ~ 92 880 x ~'0c~ ~ • ~ ~ p Q I _ ~ • 9?0 OR ~ csnvE~ ono - ~ =k - - / ~ ~ - - EXISTING FORESTED AREA TO REMAIN N 0 EN SPACE ~ i \ ~ COMMO ~ m I \ x ° ~ x ' \ ~ SPHAL ROAD ~ - WW y, - W 894. ~ .8'34.. "WW~~ - Al ~F a - • V - - - _ - • Preservation area to remain natural s possible. Exisfing trees will be preserved ~ ~ ~ a ~ °tigp m ~ ' I ~ ~ ~ - - - 0 1 ~ffi ~ x ~ ~OF W z° - - - - . k ~ ~ o ~ ~ v ~ v4s m - er tree reservation Ian. G and la will consist of lawn. ~ ~ FTFA LOT 34 > p ~ y ~ ~ • p p p p ~ 4 ~ 'o ~ o f ~ _ s ~ x o 5,225 s I 1 - x ~ r . - k k \ \ % 9r ~ 900 I I \ I \ ' ~ L T 25 \ o ~ \ ~ , x ~ ~ ~ 1X5 • - + k / - - ~ W~ _ 80 ACRES ~o I Is ~ ~ ~ ~ 0 ~ i yo ~ ~ ~ A ~ .~A ~ \ 10,737 sf / X I ~ ~ oD ~ _ - - - LOT 1 . ~ o \ x L T 2 X N~ ~ ~ ~ ~ o k I- EXISTING ROAD ~ A ~N~~~~~~ A ~ r - II ~ \ - ~ \ ~ ~ 2sf~ ~kv - X ~ ~ ~ \ ~ -LOT 3 _5,517 Sf 6,56 ~ I ~d~, A I p ~ ~ 4- V~ ~ oNiD - \ \ ~ N a ~ I o x ~ ~ 1 ~ . ~ s~ ~ LOT 26 ,:9 ` ~ 7 034 sf I - - - ~ \ ~ ti\ / ~ / 10,823 sf ~ 9~ ~ v - • so I W ~ ~ °o ~ ~ ~ x ~ o n , ~ ~ o - ~ ~ ~ s I ~ o LOT 32 v ~ ~ \ ~ ~ \ -soa- 32 _ a~ ~ -I- - - ~ l ~ ~ - - I I 1 ~ ~ ~ l x x_ 47 f ' \ d A ~ \ - ~ I ~ ~sf~v ~v ~ ~ ~ ~ LOT 27 _ ~ ~ \ n ~ LOT 35 II I ~ _ ~ _ ~ x \ ~ ~ a ~ Q ~ - v v v .._..L.._.._.._.._,. ..1.._.._.. . / ~ A v ~ 8,168 sf ~ v _ PROPOSED ROAD WIDENING m - w / o x - ~ ~I 5 3.04 sf ~ ~ 1 ~ r ~ ~ ~ ~ X o ~ ` ~ T` ~ - $ - ~ ~ I ~ ~ ~ y_ ~_A• \ ~ ~ no ~ ~ _ A ~ ~ ~ k ~ m p ~ ~ ~s ~ ~ ~ ~ ,r ~ T ~ - ~ ~ ~ ~ ~ I~a~s ~ ' ~ ~ k gib ~ ~ ~ V ~ ~ CO CRETE LK ~ N ~ ~ ~ \ ~ ,LOT 31 ~ k x _ 1 x - _ ~ \ a ~ X 9,452 sf ~,v I ~ ~ ~ ~ I ~ PROPOSED SIDEWALK g~ ~ v ~ o ~ ~ SLOT 5 LOT 4 ~y ~ ~ s •~6 , ~ ~ _ ~ x ~ X N ~ \ ~ I 1 9~ ~ - ~1n0,517 sf 10,115 sf v _ o ~ a ~ ~A s4 110.41 _ ~ ~ - ~ ~ ~ w o ~ ~ 86 ~ _ 870 ~ ~ \ V~~ ~ ~ ~ ~ x i ~ --v ~ I 1 LT18_ ~ 860 _ _ O V~ ~V A~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ \ x ~ CO CRETE LK W~ \ \ _ ~ - - 3 '6 ~ • ~ ~ A ~ ~ ' y, u' T1~ , ~ ~ ~ A°' ~ ~F ~ \ p ~ 4q~ ~ ~ 8g V '86.2- ~ ~ Bg A ~ \ ~ ~ ~ \ ~ \ x C CRE iit-.. PROPOSED PRIVATE ROAD 838 ~ ~ i~'. 880 V ~ ~ ~ ~ ~ ~ ~ ~ J~o LOT 30 ~ ~ , I \ ~ - ~ ~ ~ • ~ v v ~ ~ ~ ~ LOT 29 _ LOT 28 ~ _ k ~ ~ ~ t' ~ TRACT E , ~ ~ ~8 ~ ~ ~ ~ ~ vg ~8 071 sf ~ - ~ I v. ~ II N~~ X77 sf ~ _ ~ ~ ~ ~V ' ~ ~ ~ ~ ~ , 93 I 10,016 sf o A I I x • v.. I m . ~ ~ ~ ~ -c x ~ - ~ ~ ~ ~ , ~ ~ I 6 970 sf 1.16 acre • ~ ~ ~ x _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v. \ \ . \ ~ ~ ~ • Q.-~.. ~ D X36 ~ \ • ~ ~ _ 84a 860 X54, ~ V A ~ ~ ~ i J~~ © ~ 852 ~ ~ ~ ~ ~ \ \ ~ ~ ~ ~ ~ ~ _ ~ ~ ~ \ ~ A ~ zi PROPOSED DRIVE (12')(TO BE EVALUATED AT TIME OF ~ X34 84V x -842- x ~ V \ ~a ~ v A\ ~ ® V 9 ' ~ ~ x _ - x •64g - ~ ~ - SOT 17 ~ ~ v - ~ ~ ~ ~ V \ \ _ \ \ ~ BUIDING PERMIT SUBMITTAL) 0 ~0 - -ass a aq~ - ~ as° A ~ \ \ ~ / ~ ~ ~z8_ ~ ~ _ - - ~ 8~8 _ - - - - - . X27,594 sf 8jo: \ ~ ~ \ I • ~ x _ x v v ~ sy ~8sy - ~ ~ o ' kLOT 7 _ X826- o~- -63~- - - 9~3.3~'~ ~ ~ ~ ~J x&24 _ A7~ ~ ~ ~ ~ ~ 8 \ Y - _ _ 9-'0~ ~ aao eao ~ x ~ ~ e ~ ~ ~ ~ - i I ~o 4 ,~:~~~~o - W- - ~ ~ y 896-, ~ _ ~ % / 14,497 sf s - o - - x .PRESERVATION AREA - ~ ~ ~ ~4 x ~ I ~ I o - . ~I ~ ~ ~ e ezo ~ ~ ~ - - ~ V A ~ ~ x V - _ . 894 - - - x - ~ • X17 742 SF .41 ACRE - ~ - ~ ~ ~ ~ ~ ~ ~ - -ate- _ ~ x ~s22\~ ~ ~ ~ - - ~ ~ \ ~ ~ N ~x - e ~ >l V ~ v -so-- F~ ~ ~ I k LOT 6 ~ ~ vv v -so-___ ~ w- _ _ s ~ _ ~ - - - SD- PROPOSED STORMWATER - X _ ~ 6 ~ x Q ~ x - - x ~ ~ ,LOT 16 ~ . - o_ ~ ~ ~ ~ \ ~ _ ~ ~ ~ \ ~ v Q ><a ~ v v ~----s ~ ~ ~ ~ v - 7,418sf i ~ k~ - - _ I_ ~ ~y -I ~ - ~ \ - - - - _v~v ~,o x ~ - _ _ ~ ~ I ~ ~ ~ - , ~ 20,712 sf - ® \ 0 8.~ ~ x ~ ~ ~4~ 8g~ ~ g ~ V ~ ~ \ \ 1 I ~ ~ aso FM1 -p- _ ~ ~ i ~ ~ \ Asa ~s \ \ ~ ~ ~ - v - x-A I _ v, ~ y v k ~ - -W- - - PROPOSED WATER LINE ~ . ~~x -LOT 20 _ LOT 19 x a o . _ ~ - A - ~ ~ ~ ~ ~ ~ o f - - -aoF _ - ~j~ ~ ° x - ~ ~ ~ ~ ~4 0 \ -21,041 sfi _ y ~ 18,400 sf 8 ~ N ~ ~ ~ ~ ~ ~ ~ ~o A ~ ® ~ x \ \ k \ V ~ - .FM-~ ~ - ~ ~ k / x ~ ~ ` ~ _ 1 ~8 I \ \ \ d ~ \ ~ JI - 888--- ~ aaa ~ ~ \ . , \ ~ ~ • Y \ -FM- - PROPOSED SANITARY SEWER GRAVITY/ FORCED MAIN ~ x x ~ fo ~ ~ '?r . A V A ~ ~ ~ ~ \ x ~ - ~ . a2 , ~ e2s- , ~ , ~ ~ x .A x~LOT 15 ~ - . 800 ~ ~ x 819 ~ ~ \ x ~ ~ ~ ~ \ ~ ~ ~ ~ x - ~ ~ f a ~ s,2 ~ ~ - ~ - - = ~ ~ , ~ \ ~ 17,793 sf ~ I I V A ~ v ~ ~ ~ • \ 89a 9a~ y ~~ol / v y „ ~ A ,793 sf ~ 18 I - ~ - - - ~ ~ ~ ~ - W - EXISTING WATER SERVICE - - .e x ~85 ~ a x X eZ ~ ~ ~ ~ \ 8 ~ x - ~ X02 ~ ~ ovQ 90.00 ~ z \ ~ ~ ~ VJ~ ~`7~ 7 ~ ~ 8 \ see. ~o s4 I I I ~ ~ ~ \ x ~ d ~ ~ k k ~ ~~9~ ~ v • . mss- ~ y ~ ~ ~ ~ ~ 0 k ~ ~ v ~ - gn ~ v I ~ LO 14 ~ aBO v : \ , ~ A ~ i i PRESERVATION AREA - _ , ~ 800 ~ .6 ~ ~ I- .ivy ~ ~ ~~4 V ~ ~ ~ ~ V ~g8 ~ v ' x&18- A \ \ ~ ~I ~13, 219 sf , . ~ ~ - - -e= 2 ~ ~ y ~ ~ • • v ~ - - ,k ~ ~o WW - EXISTING SANITARY SERVICE 10 795 SF .25 ACRE - - = ~ ~ ~ ~ ~e_ - -PRESERVATION AREA ~ x \ ~ ~ ~ ~ A ~ ~ ~ V - ~ - ~85.00,~ ~ .oo ~ F .2 ACRE a2 \ I ~ ~ ~ v A ~ ~ ~ ~ k -mss - - _87~ _ a v y ; ~ ~ , PRESERVATION BOUNDARY k~ k ~ - ~ ~ ~ ~ ~ - I ~ \ ~ v v - I ~ v ~ - 86 - : PRESERVATION AREA ~ ~ o• ~ ~ ~ 8 _ ~ _ _ _ _ ~ ~ o \ ~ II ~ v v ~ _ -~z - v ~ ~ , ~ - FM _ _ LINE (PRIVATE) V \ ~ era A V ~ \ x / v EXISTING GAS SERVICE _i ~ - ICJ ~ ~ - ~ A~ - ARE I~ ~ 8 x ~ ~ A ~ ~ 85QO \ \ ~ . 9,095 SF (.21 C ) s6 © • a ~ o ~ ~ ~ A ~ ~ ~ ~ ~v v ~ 8~- v~o LOT 10 ~ v / ~ I~ ~v v ~ _ -I - ~ _ k v ~ v v ~ x ~ v To be malntalned by lot ~ v \.M v v ~ LOT 13 - - - - - y I ~ v v _10,378 sf _ v \ I ego ~ S x ~ ' s I ~ _ _ ~ v - ~ qq 0 ~ ~ ~ s \ ~ ~\a, ~ v LOT 12 - - v ~ ~ ~ X LOT,11 ~ ~ ' ~ _ ~ A' ~ ~ ~ • ~ 12,874 sf - - _ _ - - - ~ v ~ _ ~8 ~ v owner. - ~ _ ~ ~ - - y1~ 12,276 sf - - 8~ v~ ~ ~ ~ - ~ v V - -0 EXISTING OVERHEAD POWER ~ I 9 ~ ~ ~ RESERV~ION AREA , x ~ a ro oz - ~ \ \ \ ~ -~a--,--~~ ~ ~ - 85.00, ~ . ~ N~, , k 8BO x -~2 - _ ~ -12,810 sf ~ - - - - v ~ I ~ / v 85.00, v . ~ v~o.oo ~8 ~ ~o v ~ SLOT 9 a ~ \ ~a ~ - - ~ ~ x I - ~ s~° '~8 075 SF .19 ACRE \ ~ - X36 ~ ~ ~ > Q ~ ~ 80p A A \ e x % I _ ~ ~ I ~ 88 ~ " ~ I ~ v v f PRESERVATION ARI -ate - \ -~sa ~ _ ~ ~ ~ \ ~ 1 A ;NATION AREA Ie PRESERVATION AREA, ~ - ~ ~ x - - - = X,46 sf ~ - p I 8J~.00- - = _ - ~ ~ -LOT 8 \ a - ~ ~ I x - - ~ x V Au\' ~ 71 F .15 ACRE .1 ARE k e 159 SF .14 ACRE PRESERVATION AREA -8~ 85.Q1), , - ~ \ $6.00.. - ~ k ~ ~ - 12120 sf PRESERVATION 0 EXISTING UNDERGROUND POWER x ~ . ~ ~ ~ 6, 5_ S ~ »o ~ o I, - _ I ~ f= ~ I ~ ~s ~ az yes ~ © 6~ ~ \ e ~ ~ ~ ~ i ~ I ~ ~ ~ .PRESERVATION AREA I PRESERVATION AREA PRESERVATION AREA \ ~ ~ o \ \ 83 I x ~ : 5 778 SF .13 ACRE ~ : \ ~ ~ - s ~ BOUNDARY LINE HOA - - - - - - - - - - PROPOSED PRESERVATION BOUNDARY LINE a~ ~ ~ A ~~r ~ ~ ® ~ ~ x •N ~ae~ i ~6e O~ z ~ ~ _ ~ ~ ~ \ \ \ ~ ~ x k s ~ ~ ~ \ y ~ y y I :v ~ y ~ - ~ i-5,185 SF (.12 ACRE) ; 5,244 SF (.12 ACRE) -~-2,160 SF /.05 ACRE1 ~ . _ _ . 1 / ~ \ \ _ _ 1__-_-_.._- _66\~ ~ Tn hn mnnonnrJ h~~ ~ g3 V \ vA ~ ~G i v v~ iiiaiia cu v ~_x 32 C;' ~ ~ ~ _ -~8~. ~ ~ ~~v v I ~ i ~ x \ \ x ~ 760 ~8 ~ ~ ~ x ~ ~ _ x ~ ~ x-- ~v ~ ~ \ ~ ~ ~ o I ~ 8,D - - -84a- - - x' - ~ ~ 8sD - ~ ~ 'PRESERVATION AREA ~ _ r` 82 • r` ~ \838 x - - - - _ ~ _ - ~ _ _ _80.00 _ _ _ 1 120 SF .03 ACRE homeowner s association. 8 I A~ v ~ ~-2 ~ i A ~ x r~ - e PROPOSED LOT LINES ~ - ~ / ~ \ ~ mare ~ ~ ~ ~ x-~ _ - - - A _ ~ V ~ ~ A ° ~ ~ _ ~ 8zD ~ o I x ~ x x x co: ~D~. ~ ~ - - ~ 1,120 SF (.03 ACRE) _ . , not in rivate ownership) ~ ~ ~ ~ _o_-- ~ - .656- p 54 _ ~ ~ ~ >s ~ ~ ~ ~ V ~ \ ~ tea, - 753-- ~ ~ ~ ~ >6 ~ ~ ~ 8\ x ~ ~Q- _ - _ ~spz 'x A V~ \ x z ~ ~ ~~a ~ I \ x ~ ~ - -83fr- - x -a36 - - ~ ~ \ _ - ~ _ \ 8Q.00 ~ _ 80.00 ~ _ . ~ ~ ~ \ ~ ~ _ - - , s ~ - _ ~ _ - a~ PARKING STALL AT EXISTING STRUCTURE 0 750 s Q~ p i 80.00 x .00~ - - ~ 934 _ ~ ~ N ~ i - i 65D ~ _ ~ 85;00.._.. x ..$x:44. .l. .._86.00 80.00._.. .J ..0.0,0.._ .1~ .._.._80~Q_.. 746.._.YSL.01L. .._.L_.. 85.00._.. a .._.._..~3~~7.. 90.00 85.00 0 85.00 ~ ~ x ._.._.._.._.._.l_.~,~. ._.._.._.._l._..g 742 ~ ® 776 ® 0 r B28 ® e32 ~ _ A£6 _ _ 846 _ _ x - DIRECTION OF TRAVEL ~ 740 ® ~ ~ 774 ~ ~ I3g ® Q 772 Q ~ V 806 826 ~ ~ , ~ ® 822 824 Q ~ 736 ® x0 734 > > ~ 77D x >g ~ 808 0 820 ais 61s ~ ~ ~ ~ a44 aa2 e4D p ~ © a ~ D ' 732 ~ >44 4B ~ 768 ~ 788p ~ 8 °W' 730 >4 766 p0 1 1 812 814 x 832 638 8 ~ 83 x ~ L-2 LOW SCREEN LANDSCAPE STANDARD T a 78 a 9 x 728 ~ 764 x 72s x \ x Q a o 75a 7sp x TRACT A ~ s o o - LI x 81D 82g 834 O Ln~ ~ AREA TO MEET STANDARDS OF EC. 9.6207(2): LOW SHRUBS TO FORM A CONTINUOUS SCREEN AT _ . ~ 724 x ~ 7 x 780 722 ~ ~ x > 5@ ~ 79 ~ 93,624 sf ~ x s 0 26 6~ e 79 1 ~ ~ 808 LEAST 30 INCHES HIGH WITHIN 3 YEARS AND NOT TO ~ 720 ~ ~g2 84SQ ~®®~~~f ~ ~~®1~.4~ fit ~>5p .~~s >&6 792 824 x ~ ~ ~ __®1~4~s-®------~-----~---- 792 8~ x / EXCEED 42 INCHES. 714 4g >>B 782 4 712 >q i 82p 620 808 ~ 828 ~ / 1 CANOPY TREE PER 30 LINEAR FEET AS MEASURED ALONG THE STREET LOT LINE. _ 710 >3 I >6 >>6 I 706 >3 B > 625 I LIVING PLANT MATERIAL COVERING A MINIMUM OF 70 704 ~d2 ° I ~ >66 >q I >g0 7q0 I 818 I i 824 I ~j 7g0 ~ 798 878 ~ 822 610 / 820 i PERCENT OF THE REQUIRED LANDSCAPE AREA WITH - ~ EXI TING FORESTED AREA I > ~ 4l9 818 ~i ~ 88 ~ 872 I 8~9 / IN 3 YEARS OF PLANTING. N T RIBBON- 698 ~ 746 PROPOSED CONNECTIO 0 694 107,502 sfq 2.4 acres N 8p4 D1e I I / / I 8az I eoo I - , TRAIL. DEDICATED TO THE CITY OF - s3 I - - 88 RIBBON Pqg{ I >6? I 8DD aio , r EUGENE _ ~ 764 764 7ss Sa >ss 790 j ~ / i 800 / 758 76p 78D >8 798 _i/ , 4 796 / i 760 i / 778 ' p6l g8L ~ / i _ Z8L 7g0 / / 7I8 782 788 / 768 / - D HOME LOTS FAMILY ATTACHE SINGLE ~~4 • Design to meet multi-family development standards at time of building permit submittal, >>Z 780 Igo 7I8 / 776 if three units are proposed. Q ~ \ N PgTN m 1. ERVATION AREA ~ TAX LOT P RES P SED INDIVIDUAL PRO 0 N OLL \ - 6 6 r 0 a9 ~ • PRESERVATION AREA TO REMAIN AS NATURAL AS POSSIBLE. EXISTING o TREES WILL BE PRESERVED PER TREE PRESERVATION PLAN. GROUND PRESERVATION AREA HOA - HED HOME LOTS AM I LY ATTAC SINGLE F N ~ PLANE WILL CONSIST OF OF PRESERVATION OF EXISTING NATIVE N • PRESERVATION AREA TO REMAIN AS NATURAL AS POSSIBLE. EXISTING m VEGETATION. TREES WILL BE PRESERVED PER TREE PRESERVATION PLAN. GROUND • Design to meet multi-family development standards at time of building permit submittal, PLANE WILL CONSIST OF OF PRESERVATION OF EXISTING NATIVE if three units are proposed. a VEGETATION. v a V N C N J O J ~I Y v v S v .y Y v a a v Y N a v Y a v a v m 0 N Scale: 1" = 40'-0" SCHIRMER SATRE GROUP 9 375 West 4th, Suite 201, Eu ene OR 97401 ~ # Date Description V Dr 7lDrawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ v ■ ces, jas SHEET NO. www.schirmersatre.com a i 0 20 40 80 • Ch ~i~Ol E: SCHIR~IER Checked + EANDSCAPEAACHITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Q ces y ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW V v COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 4 ~~ON a t t PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY Da N Date ~ _ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ k~ 3.3.2017 t - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND - - - v CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Ph Phase UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD L600 PARTYSHALLHOt.DSCHIRMERSnrREGROUPHARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. ©2017, SCHIRMER SATRE GROUP I I PROJECT INFORMATION ~Y:11 ' rf.,:6 i.ry i.ry I.iiGis ~usrness i'~a~°r^-i7kes~ r . Er7p~re ~~l e1 ~',s r~ e1 "~s MAP rte. MAP TAX LOT ZONING ~9+~13heuWKria~lArena a f 1 ~"I - ~ X1'1 ~ 18-03-04 18-03-04-31 00100 R-1 „ ,I~r~an ~~trr<il~er ~ Museurn ~tArr ~ ~ ~ ~ 18-03-04 18-03-04-31 00200 R-1 18-03-04-31 00201 R-1/PD - ~ 1 ~ 18-03-04 18-03-04-31 00300 R-1/PD j; _ I:Till; 18-03-04-31 00400 R-1/PD ~ Lane ~c~~.r~~!; '~'a_~s.1E' a, DENSITY: DENSITY: ALLOWED: 5 UNITS PER ACRE F a~rrn~r~ Fdlfrdl4lf~f rlryr~~~~ ~'r7r}{~"PTPr•' y PROPOSED: 37-43 UNITS ON 13.63 ACRES OR 2.9-3.2 UNITS PER ACRE r~~4t_,~r~'r~a ~r'Itrr r ~ I ~;;yvdr~r~ FFe~d ~ ~ 'J t, r} C cr ~i4,~'' n h;~[Jr~-~r.. ~•'I;;nr2X Gemefe~y r r T a C. ,(5i G., ~ m s~ Dnyx ~iause = ' ~A 5tu~ia ~np Gale E 1~th ~u~ _ r a . a ~ ~ ~lashbcirn? ~~ark ~ ~ c ~ Lonr~vlpwa ~r ~9 Or y} I " F ?~rsd A','C ~ . - r;. . I?na1e1~ C'~r~anlry 'rf~ J~: f ~J 'f~1d ■ I'e~sei~l t:~cap~ SHEET INDEX ~.an~re'ga4lbra . -~3•d 1~vp ~ ~ ~ r' I~urri~h rr3 GhsESI ~ ~ :a f7~' . 1-1.0 COVER SHEET fe I ~J~.i~,uP~tS~f~' h~r}~ r~~~~lr ~ ..w f~ ~ L ' S1.0 L2.0 S1.0 SURVEY L2.0 SITE PLAN 1~~ C'fa~~l fJ~'i; L3.0 L3.0 TREE PRESERVATION PLAN y _ f~~ ~lrs.saorr ~:ity ~arP~ • N~tidr~G~~~~ r,}'w~f~ SkPI'l~Srl~~kNl: ~ L4.0 ~Iry' ~afP~ L5.0 L4.0 TREE PRESERVATION LIST L5.0 OPEN SPACE AND IMPERVIOUS SURFACE PLAN _ _ . ti, 6.'.' k - L6.0 L6.0 LANDSCAPE PLAN ~r, 7.. . ' Q' ~ ~ E ~i4?t;~4~= ;o . ~ F •~ry ci :o d iy r'1 r'1 L4~~~fQ~ 111 ~'~C~ ~,?,~f~t 1 i ~ Lardre9~no~d Gulf G~urse r C2.0 C1.0 WASTEWATER AND WATER PLAN C2.0 STORMWATER PLAN -~s rro L'aosl fuss Pr~dWcllons ~ C3.0 C3.0 PUBLIC ROADWAY PLAN & PROFILE . M N C4.0 C4.0 PRIVATE ROADWAY PLAN & PROFILE NTS r, I 5 ~P~ ~0 / ~G~ G ~ TRACT C ~ ~P C ~ p Community Area i Area DESIGN TEAM MEMBERS ~ 14 F ~ C~ 1, 0 S BY MY SIC BY MY SIGNATURE BELOW I DECLARE THAT THE PORTION OF THE PROJECT IN WHICH I WAS INVOLVED ~ ~ - - - ~ t- o ~ - ~~~r ~ ya / ~3a i p \ I COMPLIES WITH THE FOLLOWING: - - - CAPITAL HILL DRIVE COMPLIE: f 1. MEETS THE STANDARDS OF MY PROFESSION a~ i i = _ e°~~ jai / ~ `n~ 21 Of paVerllell 1. MEET i ~ i ~o ~ ~oN~E 2. COMPLIES WITH THE TENTATIVE PUD CRITERIA ~ o~d ~ ~ ~ I m I TRACT D ~ ~ ~ , ~ ,d~»~_v , ` ~ 4' sidewalk on one side z. coME i _ s~ Communlty Area ~ / ~ / ~ esn~ a3anaix~ ~ 2 426 SF ~ ~ _ _ _ y~ ~ _ _ ~,dHdsd ~0 3~a3 - - - - _ x ~ . \~x - - _ ~ - % PLAN ~ ~ ~ \ PLANNER/LANDSCAPE ARCHITECT ~ / ~ ~ _ . ~e ~ ~ ~ ~ _ i ~ ~~o i ,a SCHIRMEf ~ ~ ~ V A PLANNER: SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS / ~ 1 ~9 s t ~ ~ 11 \ ~ 375 WEST 375 WEST 4TH, SUITE 201 ii/ ~ Ste" fl ~ i ~ / ~ % i ~ \ EUGENE, EUGENE, OREGON 97401 A~ ~ - i LOT 23 -z v 14,003 sf 3 ~ ~ ~ v (541) 686-~ \ ~ CONTACT (541) 686-4540 - FAX (541) 686-4577 CONTACT: CAROL SCHIRMER i~ 3~ Hilfl~ 313i1~ 0 921f1~ 03a(lillX3 _ ~ ~ carol@schirmersatre.com 6W" L911(l~fl~ 1 x _ - - - ~ / ns \ i - / ii - ~ ~ ~ ~ X ~ ~ \ i / x ~ ~ ~ ~ x ~ o:~ ~ a,:~ / i ~ ~ ~ o ~ ~ ~ ~ a V9 i ~ /i ~ I ~ ~ ~ / I ~ ~ ~ i ~ ~ LOT 22 ~ ~ CAROL SCI ~ \N CAROL SCHIRMER i ~ ~ ~ / ` 14 322 sf x x ~ X ~ 'A ~ o~ , ~ a • x ~ X LOT 21 i ~ ~ LOT 24 v ~ ~ ~ x I o sf \ ` o ~ \ I ~ , 24,498 sf ~ x / ~ ~ ® 0 ~ ~ ~ 1 / ~ b y x _ _ X ~o~ ~ ~ ~ -1 x x ~ • •'1 ~ P CIVIC ~ ~ ti \ q ~ CIVIL ENGINEER _ ~ r- - I ~ ~ \ Q ~ ~ 0 ~ ~ ~ ~ k . 1 \ BRANCH E k \ YL BRANCH ENGINEERING, INC. i ~ ~ i•. \ , I i ~ x 310 5TH S ~ ~ / SPRINGFII 310 5TH STREET SPRINGFIELD, OREGON 97477 i ~ ~ I I ~ ~ o, I I ~ I 1 • I I x ~ x ~ \ ~ ~ / ~ 541 746-( (541) 746-0637 ~ I ~ I ~ x l ; ~ A a ire ~ \ ~ ~ \ ~ - i- - ( ) w - - - ~ ~ CONTACT ,d ~o I ~ CONTACT: DAMIEN GILBERT, P.E. I N~ 1 ® ~ \ V ~ - - - - Fps ~ ~ ~ L`~ \ ~ _ _ - - cren~ci anrH ~ n - e ~ ~ ~ y X - ~ ~ ~ ~ ~ dpx damieng@branchengineering.com ~ ~ I I X 1 oX ~ Q • I N I x LOT 33 x ~ V ~I ~ ~ ~ ~ - ` ~ } \ x 0 - x ~ I I ~ L ~ x10,838 sf 1 V ~ x f ~ ~ on ~ / ~ I ~ ~u ~ I x ~ \ x ~ x x 1 ~ _ o a a o x ~ ~ canv[~ aao _ - - - - - V I _ _ ~ ~ 4SPHALI ROAD _ - - - _ 1 ~ ~ ~ G \ _ ~ ~ I ~ 0 x \OF l x /L ~ ~ ~ - - ~ DAMIEN G . _ _ o SA DAMIEN GILBERT ~ LOT 34 ~ ~ l D 5,225 sf a I o ~ / ~ ~ I I I~~ ~ ~ I ~ LOT 25 ~ ~ I • \ ~ x x t x ~ ~ a ~ o I mn f, . ~ I o ~ + ~ w~ ~ 80 ACRES 10,737 sf / I v o ~ LET 1 • o X I LOT 2 I I ~ / ~ X v \ ~ ~ ~ 2 f. ~x / a ~ \ \ ~ LOT 3 5,517 sf 6,56 s ~ o ~ LOT 26 I ` x ~ ~ 7 034 sf I ~ ~ ~ , I ~X T ~ I wr x• ~ o ~ / 10,823 sf v v v I o~ ~ o ~ ~ LOT 32 ~ x l ~ ~ x 1 47 f ~ x x ~ 7 V A \ \ I ~ LOT 35 9 s x N ~ , ~ A x LET 2 ■ \ \ ' / .._.._.._..L.._.._.._.._.. / x ~ 8,168 sf v o I ~ , 5,304 sf ~ ~ \ ~ ~ x ~ r / I x \ ~ ~ ` \ o ~ - / 'tip oD ~ ~ ox • \ ~ \ x • (4~~1, xdV' \ ~ x o ~ 1 LOT 31 ~ ~ x ~ I ~ ~ ~ ~ ~ x 9,452 sf I ~ ~ ~ ~ / v, ~ \ 1 / ~ ~ o ~ LOT 5 LOT 4 ~ _ - - x ~ I ~ ~ _ - f x ~ 10,517 s~ 10,115 s I CJ x x I ~ _ ` ` LOT 18 x• O ~ a i ~ ~ ` ~ ~ ~ ~ 31,145 sf _ _ ~ y~_ ~ _ rr w~ ~n ~ i x li vv w ~ su ~ LOT 29 LOT 28 I ~ ~ • Y ® ~ x ~ `\A 1 x 1 8,071 sf ~ I I 7,793 sf I 10,016 sf ~ I ~ ~ ~ TRACT E t{'~~y ~ ♦ x ~ Y ~J x I o ~ I S ~ i ~ • 6,970 sf /.16 acre I ~ : 0 ~ ~ \ p a ° o R~~ I i ~ © I ~ a qr ~ x I X I I \ C o a ® 0 qr I x Fp RBI. ~ , 9 ~ x LOT 17 ~ - - - - - 27,594 sf I X \ I o I ~x ~ F I ~ x a ~ o • ~ :o _ e - _ a o ~ xLOT 7 ~ o x I ~ ~ ~ o f ~ I o X ° I a I ® ~ a © x i :14,497 sf a e ~ x o o ~ I ° x © ~ ~ ~ I LOT 6 , a I I I I DI I o o x LOT 16 x a ~ 7,418 sf ~ ° ~I x o 20 712 sf X I ® Q x o U , ✓ x I ~ I x I d ~ . x r ~ x LOT 20 g x LOT 19 a o o a o f a r, o I o o x ~ ~ ~ ~ ~ ~ x x } x x ~ I x x ~ ~ ~ 21,041 sf I 18,400 sf I a X I ° I ~ I _ - ~ x ° ~ LOT 15 x x x I x ° x ~ ~ I - ° ~ I 17,793sf m x x ~ 00 ~ 0 x Q o I o LOT 1 a o I I I x a ~ Q ~ x ®y. x I ~ ~ ~ ~ 13,219 sf o ~ ~ ' ~ ~ ; ~ a ~ ° o x I x x ~ ~ ~ - - E ERVATION BOUNDARY a , ~ PR S x' x I I I x I I ~ I X ,r~~ x 9 • LINE (PRIVATE) x L---------- a o a o LOT 10 I x I X x~ To be maintained by lot C~ I o ~7 x I i ® ® ~ ~ a ~ x LOT 13 I 10,378 sf ~ ~ I • ~ LOT 12 _ _ _ _ x ®12 874 sf LOT 11 owner. S ~ • • X ~ I ~ - ~ o I o I I o 1 ~ x I _ ~ I 12,276sf x I I x ~ x I 12,820 sf I x V x ~ Ux" I h ® X 1 ~ a o I x o • ~ ~ ~ LOT 9 ~ ~ o - x ~x , Ix o ~ I I ° ~ .a Q x ~ ~ ~ x x8,546 sf x I x - ~ - ~ I LOT 8 ~ x I V x a ~ ® a x o® I o 0 o x ~ x 12,120 sf I PRESERVATION ' I ~ b I I ~ I I I oo l a 0 6 x x . I ~ °a x ® x x x ~ BOUNDARY LINE HOA x ~ ( ) a ~ • as ~ ~ I ~ I a ~ x I I I I x ° x V ~l x ~ x I ~ To be managed by x • ~ x I1 ~ x x 1 x x~ I I x l x I a l o x ~ o x x homeowner's association. x ls ~ \ ~ x a O O 1 x I x not in rivate ownershi . o x ( p p) ~ ~ x I ~ I ~r in I a x I ~ i I I o o - . I ~ ® ~ ~ ~ ~J x • ~ ~ ~ x x ® O a~ x ~ • • I ~ .._.I._.. ~ o .._l._ .._.._.._.._.._.l_.._ ~._l._.._. x a ~ .x _ x _ .1.._.._.. .._.._.._.._.._..J.._.._.._.._.._.. .1_.._.._.._.._.. 0 ~'1 I ~ ~ x ~ ~ x Q ~ a ~ ; ® o 0 I ~ a 0 ~ Q ~ I Q x ~ ~ B 0 0 ~ o I x r~ x o • ~ x V x a o x ~ i ~ ~ x x N x o x TRAC \ X I o o TRA T A a ~ o o ~ Q i m x xx ~ ° oQ x 93,6 //;,yy ~ x x V ~ x ~ a 93,624 s ~ a i ® ~ o x 2.151 x o N 2.15 ACRES Q i x `k" 0 U l ~ I i I ~ I~ I~ ~ a I I~ ~ Ir ~ EXISTING FORESTED AREA i IC I~ PROPOSED CONNECTION TO RIBBON 107,502 sf / 2.4 acres I~ N ~ I i TRAIL. DEDICATED TO THE CITY OF I I I I R,eeo ~ I i EUGENE ~ ~ I I I I v .y y / 0 a a v Y N ~ . a v l y 0 / N Pq jH o ~ a v a v m 0 N Scale: 1" = 40'-0" SCHIRMER SATRE GROUP 9 375 West 4th, Suite 201, Eu ene OR 97401 ~ # Date Description V Dr 7lDrawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ v ■ jas,ktvh SHEET NO. www.schirmersatre.com a i 0 20 40 80 • Ch ~i~Ol E: SCHIRI~ER Checked + EANDSCAPEAACHITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Q ces y ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW V v COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 4 ~~ON a ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY Da N Date ~ _ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ k~ 3.3.2017 ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND v CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Ph Phase UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD ■ PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. ©2017, SCHIRMER SATRE GROUP ZONING: R-1 PARCEL SIZE: 13.63 ACRES - 30 FOOT SETBACK C, Cv / .00,• ~•,,I .~s '1*4 RIBBON TRAIL LEGEND 900 FOOT ELEVATION AND ABOVE PROJECT BOUNDARY 900 FOOT ELEVATION AND ABOVE 20 PERCENT SLOPES AND GREATER 30' SETBACK D Existing r 1 d DEVELOPABLE PROPERTY PRESUMED LEGAL LOT LINES ~ Existing HENDRICKS PARK (80.32 ACRES) DEVELOPABLE AREAI 20 PERCENT SLOPES AND GREATER 600"' or I + LANDSCAPE AHCHIPE + M SCHIRMER SATRIM a~^ 'ma o M W m _ ~Wm r WNW ~ - UAL ~'G1S ~4 aa2s eAROL HI RMER ON V N Z 7 a Z J J_ J = a J w ~E Nev:IO~, -1 1 DesetlPUOo 2614 Revise Ste Plen E ~ L1.0