The URL can be used to link to this page

Home My WebLink AboutSUPPLEMENTAL MATERIALS (1-26-18)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. 11 APPROXIMATE WATER CONNECTION POINT. - - -ww- - - - -ww- - - NEW PRIVATE WASTEWATER SEWER LINE 2. ALL PUBLIC IMPROVEMENTS TO BE CONSTRUCTED PRIVATELY - - - ww- - - - - ww- - - EXISTING PRIVATE WASTEWATER SEWER LINE 2 NEW PUBLIC 8" GRAVITY WASTEWATER MAIN, 12 NEW WATER LINE. SIZE TO BE DETERMINED BY EWER. 30u COVER 3 NEW INDIVIDUAL PRIVATE PRESSURE WASTEWATER LINE SERVICE LATERAL CONNECTION TO LOT 13 NEW WATER METER. EXACT LOCATION TO BE DETERMINED BY EWEB. nP• -----FM----- NEW PRIVATE WASTEWATER FORCE MAIN 4 NEW JOINT PRIVATE WASTEWATER TRENCH CONTAINING INDIVIDUAL PRIVATE PRESSURE 14 NEW FIRE HYDRANT. FINAL LOCATION DETERMINED BY EWER. - - - w- - - - - w- - - NEW PROPOSED PUBLIC WATER LINE WASTEWATER LINES TO EACH LOT. SEE DETAIL THIS SHEET. 15 COORDINATE WITH EWER TO CONSTRUCT, REPLACE, OR RELOCATE EXISTING WATER MAIN AS 0 0 0 EXISTING PUBLIC WATER LINE 5 NEW PUBLIC WASTEWATER CLEANOUT. NEEDED TO CONNECT NEW WATER SERVICE LINE TO LOT 1. 6" INDIVIDUAL PRIVATE )UAL PRIVATE ® NEW PUBLIC WASTEWATER MANHOLE 6 NEW PRIVATE INDIVIDUAL GRAVITY SERVICE LATERAL. MIN. ~ 0 PRESSURE SERVICE WE SERVICE 7 EXISTING SERVICE LATERAL TO BE REMOVED ABANDONED AND RECONNECTED TO NEW SERVICE I LINES EXISTING WASTEWATER MANHOLE LATERAL. 0 Os"0 ® NEW WATER METER 6" MIN. MIN. NEW PROPOSED FIRE HYDRANT J INT PRIVATE WA TEWATER TREN H H SCALE: NONE 1 RIM=894.2E ; 14.21 ~ ~ ).Ot ~ ~ ~.:a AN n ~ ~ ~ r; _ .ese i ~ r o~'d x r ~ ~ ~ . _ o CDr r - ~ 11 O' CAPITAL IVY' ~ -x° ~z ~ Ot~^ . w . ~ , - b 1 d z ~ ~m z G. ~g EXISTING FIRE HYDRANT /~'jz x ~l E T STR~ ~a F° , CRE / e CONNECTION POINT TO EXISTING f° ~ ! ~ ~ -~~'"""f zJ~- r f =u, ~ WASTEWATER MANHOLE ~ _ r . ~ ~ NEW FL=867.37 ~a: ~ r'' ~ 6 A ~ \ y '7 = y A ~ [n :C fo ~ ~ ~ ~ Z 13 (2) ~ Lor 22 1 \ 2 a i~'. ~ ~ w r ~ ~ ~ 4 v eano ~ ~ ~ TRACT C ~a , i r a , ~ ~ ~ ~ ~ ~ ~ ~ z z rr ~ ~ ~ w ~ ~4. ~ ~w RIM=858.10 ~ ~ ~ ~ ~ 2 ~ ~ _ ~ Y 1 ~ TRACT D ~ a \ 'k. ~ ~ NEW (2) FL .a ~ ~ ~ ~ ~ ~ ~ \ IN=852, 00 ' 6 A ~ RIM=915.21 a~ s 1 a i. ~ p~`',~ ~~~"`f EXISTING LIGHT j'~~~ FL=911.0E j.; a POLE TO REMAIN ~ ~ ~ tiff ~ Lor 21 ~ \ t Do EXISTING FIRE HYDRANT t'~ i ~ -e I t `a m ,0 5 \ °~s 9 LOT 2d c; \ ~~i . ,t vM ar:~« , A.- ~ ` h 'S pDRC 23 13 ~ ~ w ~ 2 CONNECTION POINT TO EXISTING p ~ ~ s i ~ f ~ oX ~F~ , WASTEWATER MANHOLE a o ~ i \ ~ ~ ~ z nor 20 h ~ ® ~ ~ ~ ~s ~ FL (E)&(NE)=881.75 N ~ ~ ~ ~ ~ _ v :EXISTING HOUR >x ~ ~ ~ ~ ~ \ ~ A~. 6 ` 1 1 RIM=907.01 1 FL (S)=881.74 ~ I s sa . FL=902.01 ~ 1 2 a. s }gip w, v v v ~ I ~ A~ m ' = p I R7L 2602 ~ TO REMAIN ~ c',~ ~ ~ ` ~ ~ m 1 V" ~ ~ ~ ~ 15 s ~ ` ~gN=N A 2 11 2 \ . r f ~ ~ s. \ A 2 \ ~ ~ \ i~~ 1 ~ n{ V~ 'nON ~ f/I 1 I ~ 5 ~ _ \ ~ RIM=903.61 ` ' 1 I \ i ~ ` &ftA~piH' <D ~ , ~ ICI t7 I C m woo U : a ` o NIVM 313N~ ~ FL=898.01 a ~ ,..,w r ` • -~.m~.. ~ ,r>.. _ - ~ a - ~ - ~ - ~ m o°Z )w• N a 13 (2) Lor ~2 v ~ ~ ~ , ~ :,on, 'e.~--~~ - _ ~ ~ r ~ ~ I `~8~~1 I ~ ~ A 6 , ~ ~ ter„ r. ~ ~ I n 2603 m ~ r.'~ M _ g. ~~;r ~ ' m A m 4 k- ~C I w o, { ~ ~ au~ RDAD WW , ~ ~ ~ " ~ ` ~~~F' y.'' air ~ ra SPHAI~iRDAD~~.~ WW-. a? ~.q 8 _ ~ 6 ~ s;~ ~ . ~ °RF ~:f I ` ~ I ,eT r 5 iN~ D _ _ ~ ab ~ ~p 6 -WW-7 ~ z°m :fit \G~ EXISTIN 3 UNIT .g aq ~ APT. TO REM I ~c~ r I WW ~ am, i &r, ~ Iti ~ 4= ~~o f , ° ~~2 ~ 'a. ~ 8 ~ E y, ~ D Cl. ws~ar.=,. ~o ~ ~ x mA~~ r I g ~ ~n Lor 24 13 2 ~l ``~~l QP~~ I ~,q Y~, ~ t, ~ ~ g 6 0 ~~,h I DX S 6 6 / ~ ~ \ . Y ~Q~NNNC MALL per, t 0 Lor 2 ~t.~ I ~~t ~g~ ~Z dy, 4 \ 13 (2) m t LOi 1 ~w... ~ . I I c m~ 2 13 ~ \~ybti ~ £ IU' PVf. I'YbY J D / nor 3~ ~ ~ s nor ~ Lor 25 ~ Lor 3 I LOT 34 I ~ o ~ E: ~ I EASEMENT I ~ ~ ~ 7 , m' n 2so~ ~ I ~ Lor s~ ~ 13 . ~ M Lor 2s \ ~ , uaw.. <; (2) 13 ~ m ~0 j"3 \ 13 (2) ~ - - -..t-~ ~ ~ ~ ~ ~ . , a, ~ V ~ Lor ao ~ . ~ ~ ~o EXISTING HOUSE ~ ~ ' ~ pa w '~FM a ~ ~ rho n, ~ . ~ \ 3 w \ / i \ > ~ 1 D m ~ °o N Lor 4 v ~ g'2 _ _ 3 ~ II ~ 4 r`,,~... Xt, \ M ~ ~ ~7s tea: " V ~ ~ ~ 3 ~ RIM=907.6E I ~ ~ w 1 I 4 ~ CONC dub, Xm a, r \ ~ _ , \ ~ FL=902.01 I - --n-- ~ . . ~ ' . Lor 2s I e, °m ~ . ~a6 ~ A t,. ~ Lor 2s Lor 21 I ~ 3 v ~ ~ ~ ~ U ~ ~ _ ~ ~ ~ ~a . 1 Ap ~ , ~ ~ , , ~-ets ~ t, ~ ~ 13 ~ ~ 12 ~ , , ~v . ~ ~ ~ . r (21 ~ ~ ly . ~ , nor ~s , r ' ; 14 . ~ ~ , , _ u 4 ~ , F ~ ~ ~ r.~ ss~ ~ ~ ~ - , ' r T 13 LOT 7 ,,°~1~_..... _ - LQT5 _ , - 4. _ _ _ W 4 \ _ 3 g _ J y, , ,u..~. ~ Lor ~ r~~ nor ~ ~ \ 2 l , w nor 1s._ . d 3 g¢ ~ ) 13 ~ ~ (3),13 ~ ~ ~ - 1 ~ ►.or ~4 4 3 _ \ \ w 2 , 3 GP ~ ~aa 3 \ , 9 ~1„~ , _ ~F ~ G~~ ems- = 3 v - - - - - - nor t2 nor ~ ~ - ~ - - nor ~o ~ P r \ ~ nor s - ~ ~ _ _ ~ w 8S ~~8 \ Cora t, ~4 2 $i , 2ke 8~p~ r°r_ 6 g., t ~ - ~ , A. A. ~ a . A.. , ~ F3' ~ ~ .i 3 _ A P~ , , p~ P r ; F i- ~ . . r-r a ~P ~ w,~ aa~ ~,~P 7G, ~j~, s Q h~ Ya~.~ w ~ ~d - - - - - - - - - - - - - - - .w ,n _ ~t~ ~ ~ ~ v. ~ 1 a ..s , y \ \ ~~z _ ~ TRACT 'A' ' <Tm.r. ~ ~t< `ass ~ u--_--_._.... , ~ w i d w .may ~ 4 ~ ~ ~ '4 ~ I . ~ I ~ FISTING FORESTED RE/~ FORESTED REA ~ i8 ~ f 9 , ~ ~ - ~ RIBBON TRNC ~ F~ ~ ~ I o V Z a ~ z a ~ Since 1977 a N 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 I Proj. No. W SCHIRMER SATRE GROUP ° 375 West 4th, Suite 201, Eugene OR 97401 o ~ # Date Description ion 14-020 Drawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ P RED ROF Fs ~ 6119/17 Com leteness ■ ~ s~ p .eness ARS SHEET NO. o www.schirmersatre.com ~IN~ O 0 20 40 80 ~ ~ ~ . #~9z.~zPE ~ ~ 8122117 Completeness i ;eness Checked 0 a t~~t Dig igned by Nathan on - SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND = ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Date: 2018.01.2414:33:01 -08'00' 4 1119/18 Lot 33, 34 Utilities Z o~EOON ~ 34 Utilities NP ° COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 9]' °~c tio~` O I Date ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ti ~ q ~ MAR. 3, 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 ~ PA1 CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ EXPIRES: DECEMBER 31, 2018 Phase C 1 ~ UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARrvsHALLHOLOSCHIRMERSATREGROUPHARMLESS. NEAR CAPITAL HILLAND SPRING BLVD, EUGENE, OREGON N IV ©2017, SCHIRMER SATRE GROUP 18 RIM=i ~ FL OI 18 RIM=887.70 FL OUT=880.03 u~ °r~ ~`:x BOT=879,03 k ~ > oD ~,M . r~~~ ~ ~ ~ ~ ~ ~ D ~ ~ i ,,r'. - a v NOT E ~a 12 ~ _..6~ p , ~ o . - x b~ RIM=678.25 8 0 , . 1 1. ALL PUBLIC IMPROVEMENTS TO BE CONSTRUCTED PRIVATELY. ~ CAPITAL IVES ~ ~ .ft ~ .n - Z ~ ~ _ ---m-----m-----m--- NEW PUBLIC STORMWATER SEWER LINE 2. ALL INDIVIDUAL LOTS WILL NEED TO ADDRESS WATER QUALITY AND 4 ~ Y NEW DETENTION VAULT FLOW CONTROL REQUIREMENTS WHEN APPLYING FOR BUILDING Y,.> ~ RIM=883.90 ~ ,s: 18 4~, - ~ 383.90 ,f ~ pD 18 r 2, r' x PERMITS. ~ ST ~o~, ~ - - - - - - - - 1 NEW LEVEL SPREADER 3 ~e , 3. ALL CATCH BASINS, MECHANICAL TREATMENT DEVICES, UNDERGROUND ~ RU~A ~ D ~ ` CR~~T~' _ ~ , - ~ ~ . DETENTION STORAGE, AND PIPING SHALL BE PRIVATELY MAINTAINED. . _ QS, ~ ~ ~ .4 NEW STRIP DRAIN as-' ' ~ ~ ~ - z a as, ` ~ - I ter'" ` ' ~ ® NEW PUBLIC CATCH BASIN 4. 4. CITY OF EUGENE WILL BE RESPONSIBLE FOR MAINTAINING PERVIOUS D ~ ~ ~i LOT 22 ~ ~ ~ PAVEMENT IN PUBLIC RIGHT-OF-WAY OF CAPITOL DRIVE. d \ NEW ASPHALT ,z y t 9 ~ ~ . Oyu f rRACr c \ ~ 4 ~ 6 N de's ~ ; Ntl 8 313? 3 6" IX4~ .J~,~~. \ ~'a F wlv . s ~ ' Cf ~ A \ ;i 11 r \ ` \ W ~ ; ~a, , a 4 ~ ~ e ~ ~ RIM=879.10 u,; ; , ~ 8 BRACT ~p~ m1.. ~ ~D a ~ \ ,0°7 ~a .*y°v~~ q;~ 960 ~ 4~< ~ ~ ;a i ~ ~ \ '~.1 \ \ Y ti 4 :,a 19 ~,e 3, h ~ 1 1 ~ Lor 2~'` , ~ a d a \ -D i z p z I \ \ 1 ~ Z~ - a;~ r ^ ~ ~ d e I , ~ V 9 ~q I x ~r ~ ~ LOT 2d ~ 3.. ° 1 ':i \ x p ' a1 1 ~ j nr S ~iP ~ ~ a ~ ~ M 313aDNOD ~ ~ ~I1V m~ afi' ~ ~4. ~ ,9~ . ~ ~ ~INM 31 KEY N TE ~ ~ ~ £ \ x m ~R ~ m ~ i ~~.~i' ~ ~ - _ - ~ Q I 4 4 ~ ~ ~ ~ 1 NEW CATCH BASIN. ~ ~ ~ ~ LOT 20 ~ I m t y v ~ ~q ~ ._w. A i p~ 2 NEW MECHANICAL STORMWATER TREATMENT MANHOLE. N ff ~ 2 ~ ~ ~ g ~ ~ • - RIM=894.90 1 . e.. w ° ~ EXISTING HDU~ v ~ t ~ ~ ~z I ~ ~n 2so2 ~ 70 REMAIN j EXISTING HOUR >X p s'a• ~ 5RIM-904.30 5 - 1 4 E\ » m ~ _ ; ' \ N~Z 9 FL OUT-887.25 17 ~ ~ 15 ~ To REMAIN ~Z ~ ~ ~ _ FL OUT=896.10 _ m~ f . 8 \ BOT-886.25 7 FL=886.2313 3 NEW STORM CLEANOUL ~ ~ ~ ~ ~ ~ ~ \ ~ \ «A~ x BOT=895.10 ~ o _ s \ r RR i 4 NEW STORM PIPE ? $ ~ ~ Y ~ fi m ~a~N ~ 0 \ N ~ ~ _ _ I I i i ~ ~ ~ "y~~-- ~ r. ~ 1 ~ _ - m ~ ~ r v 3 w -.---°---~.d - -gyp ~ ` VM 313a~N0 ~ t \ . ; ~ ~ , ~ , ~ :..a~__ . - r ~ I v D ~ w ~ ~ - v', 5 NEW UNDERGROUND DETENTION VAULT 816 BY OLD CASTLE OR APPROVED ALL { ~ ~vM 5,-~ p o m o Lor ~ ~ o o,~ ~ ~ ~ ~ ~ o ~ o ~ ~ ~ ~ >.ti ~ ~ ~ o a ~ w ~ \ V'S•J • .....«m\ 6 NEW UNDERGROUND DETENTION VAULT 776 BY OLDCASTLE OR APPROVED ALL ~ x n zso3 ~m i `"A _ m t ~ - , um um 7 NEW MECHANICAL TREATMENT CATCH BASIN. g ~ ~Rq ~ ~ ~ ~ ~ m ~ w ~ SD- - SD ;.r w ~__F_,~.~ r, ~ ~ x I ~ t~ ~ ~ ~.pm. .NCO <ZJ C.~^. ~ c~c - O' { T. 8 NEW CATCH BASIN BUBBLER. ~ e RFC F~ EXISTIN 3 UNIT f ~ ~ ~ _ _w \ --SD- - " APT. TO REM ,a W- - ~s ~ 9 NOT USED. p ~ ___..m ` ~ 4 acv ' ~ _RIM=894,20 J _ { o ° ~ ~ ti ~ r 4 ~ o p; ` 4 , ~ 4 15 ~ 1 17 14 14 Q 10 NEW LEVEL SPREADER UPLAND DISPERSION OUTFACE PER DETAIL THIS SHEET. ~ ~ ~ / p ~ ~f5 REi/NNC WNI 1 o r /NNC WNL ~ fin- b ~ Y t 11 NEW STRIP DRAIN/TRENCH DRAIN ROTATED TO MATCH SLOPE OF ROADWAY P ki ~,z » 11 a.;, RIM=897.70 ~ LOT2 Lor LOT 1 12 NEW STANDARD STORMWATER MANHOLE - FL=886,40 ~ LOT 25 IM=900.'65 \ LOT 3 FL=886.40 16 ° V T6., Lor ~a 6 LOT 33 ~ FL UT=89.90 13 INSTALL OUTFACE WITH RIPRAP OUTLET PROTECTION PER DITCH DETAIL BELOW. ~~`m` n zso~ LOT 31 ~ ~ ; l 10' PVf. WW \ Bor=~s3.9o ~ _ 10, PVT WW ~ t 14 EXISTING DITCH. INSTALL CHECK DAMS AS NEEDED AND REQUIRED BY THE CITY. ~ ~ ~ g4~~, V - ~ _ EASEMENT _ - --°k x.~ Lor zs : \ ti4 ~ EASEMENT - f a ~ Rl~fi'~88.70 l 15 LARGE PRE-CAST MANHOLE OR VAULT AS APPROVED BY THE CITY. ~ FL OUT~879.27 s Do s k.., n \ °t~ 16 LARGE PRE-CAST MANHOLE WITH FLOW CONTROL PER STORM REPORT DESIGN, ! ~ { - - ~ T ~ - - BOT=878.27 f _ ~ .~.~_e ~ ~ m, _ ~ s~ z 17 TWO 2 - 24" CONVEYANCE DETENTION PIPES. SLOPE=0,000' FT ~ \ ~ m e ~ Lor ~o ~ , \ _ , , `tee.. ~ ~Z EXISTING HOUSE ~ w, i ~ \ 4 . ~ V ~ lea, ~ D tea. 18 UNDERGROUND CONCRETE VAULT (18 Lx8 Wx7 D), 6,000 GAL. TANK BY UTILITY VAULT ti ~ ~ ~ - - . ~ ' RIM=882.40° ~ f A m ~ T TO REMAIN _ i x ~o~ _ - LOT 4 ~e a oA`4 OR APPROVED ALT. WITH FLOW CONTROL DEVICE PER STORM REPORT DESIGN. ~ _ m, ~ ~ \ _ ~ ` \ FL ~'t~JT=874.12 ~a 11 ~ ~ p \ BOT=373.12 r u ~ ~ ~ ass ~ 19 UNDERGROUND CONCRETE VAULT (12'Lx6'Wx4'D) WITH FLOW CONTROL DEVICE PER ~ ~ n ~ _ RIM=882.75 ,I I cordce l ~ ~ ~ I e~ ~ q {w n (11° t~ STORM REPORT DESIGN. ~.4 ~ a~z ~ } \ ~ _ q 2 ~ -ry. ~ 1 ` ~ ` FL=873.85 ~ i Lor ~s - r~~ ~ a~'- ry ~ Lor ss Lor sr . y, \ _ m CU 4 RIM=883.40 ' s, A~ 5 F~~ ~ _ ~ ~*....w, K,., leg FL OUT=874.52 ~ ~ a ~~er- e~ `r- ~ sa d ~~j BOT=873.52 RIM=888.35 , _ 5 . _ ..FL-OUT=880.04 ~ s . ~~_.e. , , a~ . N O ~ ~bfFi ~ , f _ r.__• ~"lea,-. 4 ~ ®~s j ;t i.4~ ~ ~ / S~~ cSD ~ ~~w ~ 1T t a~ \ _ _ 5 RIM-881:0 \ -a~e~e 1. _ Lor ~5, ~ (2) FL OUT=870:80 4 ~r - ~ ~ ~ _.~,....,~z LOT \ - ~ ~ BOT=869.80 \ r-_~ ~a ~ ~ n b _ ~ II ~ - ~ Lor ~a , I I e~ > ~ ~ Div ~ ~ ~ j Z N Q~P 1 Z C~' . _ z, I I ~ - - - -esF - gts P~' ~ ~ Lor» _ Lor ~z _ `a, Lor ~o ~ U;, <xY w, ~ - ~ Lor s n . ~ ~ Lors ~ .i r 2 ` ~ . ~ 11 _ ~ I e ~ \ P i P ~ I P g, ~ ~ k 0~ ear I - s++- 0 _ ,P~\ e~ I ~ _ ear - ,P~ ~ ~ r--- g~~ ~ r Q~ _ __-y~_. -.a i w. _ ~ I _ _ ~ w, 38.LF ~ ~w.. s~ I 10 ~ s~_ > 38 LF' 10 exe . TRACT 'A' .TOGS=8.1Q.00 ~ w, s .~22..__a_ ~ > ~s£ - , A _ .4 ~-n a.. I I _I ~ - ~ `o. ~ ~ ~eza- w, ~ _ y.. I I I I I I I I J . ~ E jISTING FORESTED . REA ' C_ I B I I I I RIBBON TRAIL I ~ I I ~ Ls ass ~w 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) TYPE 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 ° ° GB's As NEGESSARY RISERS AS NECESSARY PER o Q MANUFACTURERS SPECIFICATIONS PLAN NTS 25" ACCESS HOLE WITH s• . . e RISERS AS NECESSARY PER PIPE O.D. 18" O.C. MANUFACTURERS SPECIFICATIONS GALVANIZED PIPE SUPPORT, S 'E SUPPORT, SEE NOTE RESEED AS NECESSARY 3:1 SIDE SLOPES BOLTS 1 i MIN MIN A~ 2" INLET PER PLAN 8" X 8" PVC TEE, OPEN AT EXTEND RIP R EXTEND RIP RAP TO TOP X20% M TOP AND CAP W/ ORIFICE OF PIPE OF PIPE AT OUTFALL 2X12" t~P~' PRESSURE 0"~ N 8 X 8 PVC TEE ~2 0 ~ ° ° I a X 8" PVC TEE OPEN AT ~ AT BOTTOM 3,• > > M MAX' TOP AND CAP W/ TREATED GRADE ° P AND CAP W ORIFICE A~' ~ ? 3;1 MITER END OF PIPE 1. / PIPE SUPPORT, SEE NOTE ~ `l ~ R END OF PIPE 1:1 o go 0 ° a VSTALL TRASH RACK ®4c ° Q ° o `0 AT BOTTOM BOARD ° 0 2 GRADE BOARD NOTCHES a ORIFICE/FLOW BOTTOM ~ ~~J~/~ ~ INSTALL TRASH RACI ' °p INLET PER PLAN ~ ~ ~ z x ° ° o ~ 4"OR 6" PERFORATED 2° CONTROL PER o ~ ~ ,i ORIFICE/FLOW ,r~\,~\.,,,V~ ~ PIPE ~ p p PIPE LAID FLAT STORM REPORT » 8 PVC STORM PIPE ;CONTROL PER 8 PVC STORM PIPE ELEV ELEV 886.23 ° ° ° NOTES: ~ a p ° ° DESIGN a ° a ° 1. THIS TRENCH SHALL BE RM PIPE ~ ; ,r: STORM REPORT 4X4' SUPPORT POST ° 4 CONSTRUCTED SO AS TO PREVENT ~ OUTLET ` {4~~; 'TLET DESIGN OUTLET NOTE: p a~0 0000,} r? o6o D ° ° CLEAN (59 FINES) POINT DISCHARGE AND/OR EROSION. ' ~ ' ` ' • ° ` d ` ' oobd tea,%~ CLASS 50 RIP RAP 2 Q °o ° 1 i/2 -3/4" Q ° p WASHED ROCK 2. TRENCHES MAY BE PLACED NO ENHANCEMENTS AS NEEDED AND REQUIRED BY THE CITY. o CLOSER THAN 50 FEET TO ONE 4" COMPACTED G ~ Q 4 ° 4 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 NATIV IMPACTED NATIVE SOIL ~~-O» COMPACTED NATIVE SOIL GEOTEXTILE LEVEL. ALIGN TO FOLLOW CONTOURS OF EXI TIN T RMWATER DIT H PIPE PIPE OUTFALL TO DITCH x`159 MAX FOR FLOW SECTION A-A SITE. SCALE: NONE CONTROL/WATER QUALITY NTS 4. SUPPORT POST SPACING AS NOTES: NOTES: SCALE: NONE SCALE: NONE 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 STRAP THICK X 1 "WIDE BOLTED TO STRUCTURE WALL WITH g" DIAM SS STRAP THICK X 1 "WIDE BOLTED TO STRUCTURE WALL WITH g" DIAM SS FLOW DISPERSAL TRENCH EXPANSION BOLTS. EXPANSION BOLTS, INSTALLATION, BACKFILL AND COMPACTION SHALL CONFORM TO MANUFACTURERS INSTALLATION, BACKFILL AND COMPACTION SHALL CONFORM TD MANUFACTURERS ~ ~ NOTES SPECIFICATIONS. CONTACT ENGINEER TO WITNESS INSTALLATION. SPECIFICATIONS. CONTACT ENGINEER TO WITNESS INSTALLATION. ~ 1. SOURCE: WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PERFORM TANK WATER-TIGHTNESS TESTING, AS REQUIRED, CONTACT INSPECTOR TO 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 VAU LT 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 p: 541.746.0637 f: 541.746.0389 SCALE: NONE SCALE: NONE SCALE: NONE www.BranchEngineering.com CT TO AGENCY REVIEW Springfield OR I Salem OR Scale: 1" = 40 I Proj. No. SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 ■ # Date Description ion 14-020 Drawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ P RED ROF Fs ~ 6119/17 Com leteness ■ ~ s~ p ;eness ARS SHEET NO. ■ www.schirmersatre.com ~IN~ O 0 20 40 80 ~ ~ ~ #~9~3zPE ~ ~ 8122117 Completeness i ;eness Checked + ~1~ + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Digi a y signed by Nathan a erson ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Da 8.01.2414:33:35- 4 1119/18 Lot 33, 34 Utilities Z o~EOON ~ 34 Utilities NP ~ ~ COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 9]' °~c tio~` O I Date PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ti ~ q ~ MAR. 3, 2017 1 ~ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND ~ ~ ~ ~ PA1 CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ EXPIRES: DECEMBER 31, 2018 Phase C2 UNAUTHORIZED REUSE OF THESE PLANSBYATHIRDPARTY,THETHIRD NEAR CAPITAL HILL AND SPRING BLVD EUGENE OREGON PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. > ©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 3.5' VARIES VARIES 2' VARIES VARIES 3.5' VARIES SIDEWALK LANDSCAPE STRIP SIDEWALK LANDSCAPE STRIP 10.5' TO CROWN 10,5' TO CROWN CROWN VARIES* CROWN VARIES* Gp 0 G~ 0 ~ 2% 15'1 E ~ G 2% 2% t- 51,OQ ~1~ ~ 2% 15'1 E ~ G 2~ 2% 51,OP ~1C1 E P~' -i . E~1S 21 SLGP G , :1 ~ pPE 2 ~ S~ ~1~G G E~ Gp ~~15 ~(0 S 6" LEVEL 2, STANDARD 12" THICK 1 1 2"-0 STANDARD ~ CURB 6 LEVEL 2, COMPACTED CRUSHED ROCK STANDARD CURB CURB 1/2" DENSE GRAVEL SHOULDER TO FLUSH 1/2" DENSE FILTER FABRIC GRADED HMAC 12" THICK 1 1/2"-0 DISSIPATE RUNOFF CURB GRADED HMAC LAYER COMPACTED CRUSHED ROCK CROWN AT CENTER FILTER FABRIC OF STREET LAYER * CROWN VARIES TO MATCH EXISTING PAVEMENT AREA SHEET DRAINING TO THE WEST. CROWN GENERALLY WILL FOLLOW EXISTING EASTERN EDGE OF ASPHALT, BUT MAY VARY SLIGHTLY IN TRANSITION AREAS OR LOCATION WHERE NEW PAVEMENT WILL BE WEST OF EXISTING WESTERN EDGE OF PAVEMENT. PR P ED APITAL DRIVE R E TI N PR P ED APITAL DRIVE R E TI N STA. 0+00 TO 3+31.40 AND 7+96.80 TO 9+74.00 END OF PAVING STA. 3+31.40 TO 7+96.80 SCALE: i "=5' SCALE: 1 "=5' v`'' ~ ~ ~ ~ ~ wn r;,< o s ~ I ° i u --f,y~_``986 ' r ~ t ~ ~ 3+00 ~ - ~ { ~ ~o COPlCREtF u,.... +Q~ 'C` 4 e elm-` D ,~*f''` ~ CAPITAL RIVE' n 2 ~ w Lp ~ ~ ~ ~ ~~DO ~ ~'f x ~ Z O M' / z ~ . ' f~;= , ~ X90 X904 X906 X908 ~5 W s, 6 ~ 8 ~ i\ -90 .90 T ~ - ~ ` ~ . µ ~ v ~ x0 rye ~ rA, 1 t ~ ; ~ ~ ~ ' ~ LOT 22 l i ' 0 ~ ~ F ~ ~ _ _ ~ 'TRACT ~C~ 0 e fis u H D: ~ ~ x 4 , t V' V . a~ \ Y m ~ ~ EXISTING EASTERN ~ ~ ~ = TRACT 'D' v ` ~ y- , EDGE OF ASPHALT ~ ~ `y ALIGNMENT START ~ " ~ ,a ~ ` ~ 1 r a ~ t F ~ IAT 21 ~ ~ ~ : ~ t ~ ~ ? a A 'V Z ~ ' O ~Fa ,g. Lor 23 \ '`4 a6 ~ \ ~ k 4 - a A '~f fr.: _.x:14' 1L. m:.-' d .~W _7~ ; STA. 9+74.00 =m r END OF PAVING g~ F~~, IMPROVEMENTS m~ ~ ?SRS ~'~~SZ?..,,„~., "8~~ ~i4 ~1 - i2 i ~ ~ i o ~ i X14 PAM AD ~ J "0~1.. l ^-~~_'!~uJti}U5 -~es~; U A A - ~ - 3 ~~'e ~p _ ~ I _ ~ , 0 - r ! s ..J , r ~ .1 ~ - - g1011~l..,_ 1 "~B. i ` I ~ ~ ~ ~ ~ - - Q~S ~ WW- ~'a ~ _ ~v s~ _z - 5 fi° ~ - -W -1- v..._. _ y t 3 ~ ~ > A~ - ~ . '~a,~._-m_ i - ~ ~ 0 ~ 8 6 ~ ~ t` ,~r ~ ~ s ~ ~ _ ~ W ~ _ ~ ~ ~ . ~ e_.,.a ~ -•1 s 'ae ~ LOT 24 ~~0`, _ QP I e'c, 906 ,r ~ o ~r? nm '`t e ~ ~ CI m = ~ti. a,~ a ~ Lor 2 ~ Lor 1 ~ m m m~ ~ ~ y \ / Lor 25 ~ ~ ~o Lor 3 , i ~ ~ J 10 PVf. WW R, ~ ~ ° - _.EASEMENT ~ , . LOT 26 ~ 9 ~ ~ . . ° ~ . 6 oz 6 APITAL DRIVE WE TERN UTTER LINE HIGH PT STAB I*06,28 LOW PT STAB 1+40.47 HIGH PT STAB 2+E~2.95 LOW f'T STAB 3+29.12 m ~ HIGH PT STAB 5+80.01 ~ ~ LOIN PT ~TA~ 9+48.72 HIGH PT 1=LEVY !385,95 LOW F'T ELEV~ $87,85 HIGH PT EI_EV~ 896,22 LOW PT ELEb'~ 899.86 ~ O ° HIGH PT ELEV~ 914.70 LO'N PT E:LEV~ 589,21 PVI STA~0+8E,28 PVI STA'I'~75.47 PVI STl~~2+42,95 PVI STA~3F54,12 ~ ~ PVI STA~6+03,46 PVI STA~8+83,72 PVI EL.EV~884.84 PVI ELEV~889,79 PVI ELEV~895,12 ~ PVI ELEV~901.23 ~ v ~ + I = ~ PVI EL_V 9i8. ~3 PVI ELEV~890,51 K~21.05 K~29,79 K~I o,67 K~17,24 n 930 LVC~40.00 LVC70.00 LVC~40.00 I_VC~50.00 ~ K~12,35 K~16,25 LUC~200,00 LVC~130,00 93D tocn tocn r~u» u]N cvto Nm cnv cv~? cvo~ ~co v~nc~~ c~cv ~co ~m Yco (0m (0m N- N- (0 arm ~r~ rp ~N t9ui ON ONCJm Nut ~ Q O lp~ OcU ~CO ~ 07cJ0] C96] N~ r0 _m w0 Y O n'i N n'i OJ ~ r of Cn QO CJ~ CJO + ~ X07 c0 to (U ~ ~ ro rn cp m ~ ;n m O O - - ('J ('J ~ ~ p] WO F NCO +OJ ~ u~ _ ~ m w W W ~W ~W W ~W Ytn cn(~ _ ~~0)0 a]~ Qp W 920 .w ..w w _ _ UU _ 92 ~ W W m W W w~ w ~ W W W ~ Q W W U> U> U> U> D QW CO Lbw m- W- m 0] W ~ J ~ o C7 W ~J U, W ~ ~ Q W O L - - ~ z YJ O W ~ 910 I - - - o~ 910 i Q ~ iv 0~ ~ EXISTING GR?DE AT EXISTING GRADE AT J ~ ~ ~ ° a_ r EXIST EAST EDGE WESTERN GUTTER LINE m ~ o ~ o _ _ o ° `3 Qp`b o OF PAVEMENT Q C0 z /C W ~ a 0 m ' 0 ~ a _ m 900 o Q / . ~o _ _ 900 ~ o o ~ Q Y o~ ,50~~ Q o _ _ ~ ~ Q >w o ~O Woo ~ ~ o0 ` c~ ww 40 D Y ~ m - PROPi7SED GLADE Al- w ~ W 90 WEST GUT>-ER LINE ~ _ 890 890 m QW , . ~ J _ ~ - ~a n.,m o> cow ~ w ~J APPRO;K. VERTICAL ~ - UW LOCATIUN OF VAULT (TYP.) 880 _,.a ; STA. 10+50,88 J OUTFACE INTO C7 _ _ CH FL=886.23 8 70 _ _ _ 87 O+DO 1 +00 2+DO 3+00 4+DO 5+00 6+DO 7+00 8+DO 9+00 10+00 11 +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 I Salem OR Scale: 1" = 40 I Proj. No. SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 ■ # Date Description ion 14-020 Drawn By Phone: 541.686.4540 Fax: 541,686.4577 ~ P RED ROF Fs ~ 6119/17 Com leteness ■ ~ s~ p .eness ARS SHEET NO. ■ www.schirmersatre.com ~IN~ O 0 20 40 80 ~ ~ #~9L3~PE ~ 8122117 Completeness i ;eness Checked + ~1~ + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Di ' ignedbyNathan n Date: 2018.01.414:33:57-08'00' 4 1119/18 Lot 33 34 Utilities ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW ~ o~E~oN ~ , 34 Utilities NP ~ ~ COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 9]' °~c tio~` O I Date PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ti ~ q ~ MAR. 3, 2017 1 ~ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND ~ ~ ~ ~ PA1 CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ EXPIRES: DECEMBER 31, 2018 Phase C3 UNAUTHORIZED REUSE OF THESE PLANSBYATHIRDPARTY,THETHIRD NEAR CAPITAL HILL AND SPRING BLVD EUGENE OREGON PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. > ©2017, SCHIRMER SATRE GROUP - _ . ~ ~ r, T D~ ~ w ~ ~ as ~ _:A~ f0 o m ° _ f. r - r. - , < ? ~5 <<, e~j ~ r £ x ~ D / , ~ ~ J/~J BRACT 'C' i~~ ~ ~ r8 ~ 1!1/11/1 C t ~ ro u ° cgs me ~n~ 3L3~$ - ( I s ,~l _ ~e ~"~}4 ~ ~ : \ \ 4 9~ - x r ~ Z Z ~ 1 ~ ~ ~ a b, w , t , m ~ $ TRACT Ip1 m r ~ , ~ ~ ~ 7 ~ ~ + ~f a~ ~ a. r A c ~ _ e. ~;u ~ ,s per''` t .c ~ v ~ Lor zi ~f~ j ~ ~ ° ~ ~gr.~ i ' , ~ ~ : 0 , ~ co , ~.e ~ ~ ~a,~ ~ LOr 23 i ..~r ~ ~PK79 \ ~ a' rs 'eQR 2S i C/y T 1 tlM 313?1 a ~ e~ 13?JONOD ~ 4. ~ k- . °b~ e~ ~ ~ 2 x f w ~ A ~w ty , ~ .s ~ ~ ~ m ~ L__-r ~ r S 0 ~ ~ ~s ~ ~ ~ ~ ~ nor 20 ~ r ~ ~ z m r„ V n tl ~ ~ wr 5 to 2 ~ 0 4~ ~ ~2 ~ y a EXISTING HOU~E~ A N a ~ V ~ / < ~ ~ ~ ~ TO REMAIN m~ ~n 2802 MFG env ~ \ w"'s.,t L.. r vx cif ~ ~ ~ \ 'i moi ®a ~ , 4' mcZi f ~ I \ ~ o~ \ : ~t >8 G ~D [m ~ @ I r. o{ v~ `"Su`, A ~ ~ { Ci ~ aw~a rangy ~ y z # •i 1~ agg~ r~ o e uAx~ m NItlM 313aDNOD ~ 3 0 h a. - 4 Q Q o vxn iz \ ~ u~ LOT 32 ~ ~ ' ~ n ° ~ ~ 1 ~ yes ~ DOO } ~ 01Z T. p - w n 2603 p g I ~ 0 I v' l v rn y~ QS - ata WW ~ a ~ r„ n A i~, a~ ~ s SPHALr, 1 - WW 4 ` W _ ~ ~ ~_i ~ _ I e ~ ~a ~ r - W -1- ~r ~F EH ~A ~ EXISTIN 3 UNIT ~ ~ ' ~ it ~ ~ , i - - WW- _ f~ e ~ w 8 6, im ~l~Cp~\G ~ Af ~ ~ APT. TO REM91l~ . a~ _ ....w._,W ~ ti.~~t = ~i ~ _ ~ ~ ~ M ~ e ~ .d. 0 n ~ _ a, re j ~ - - - - QP~ w. e ° ~s~a~ ,~Y, _ I ~ Lor 24 o 'j'S x W P T~ ~ fir... f 4 F, y:; 8 ~ ~ ~ b ~ i 'c® ~ 1 Oa, ~3~2 I >'f4 ~ ~1 A ~ ~m ~ ~ ~4 00 =X 9 ~ Lor i ~~t. ~ , ~ I . ~ _ ~ ~ t ~ ~ ~ ~ Lor z ~ ~z ~ ~''~a.~.;~sd \ ~ q 904--_.... ~ 1 .w4 .r I " Lor s5 ` o , Lor 3 , i \ ~ Lor 34 ~ , r j' rr'^. nor p Lor 33 I Lor 3i ~ ~ i ~ _y~ a n zso~ ~ a_~...~~ ~ I ~ t Lor ss , ~ 4 ~ p" ' ~ P \ ~ g ~ ~ . . ~ry 1 0 °~'4V ~ vo S a `U 6 o z 6 w ' _ \ A 9ta ~E 3 ~ o 3+ pi W + _ - - - ` A B! _ ~ W 4 x 0 ` ~ Lor 30 - _ - - ~ L - ' d~°~"~~ ' 0 °_ao EXISTING HOUSE - ~ - - F7V .a~ ,a ~ m ~ ~ ! ~ ~ m PTO REMAIN m ~ 9 \ - - ~ ~ ~ ~,e, , ~ _ ~m Lor 4 _ ~ x_ \ ~ sd \ . , 86 888 i ~ ~ 89 ~ ~ ~ C NCR «r2 ~ ~ f f7 ~ 9 .~v ` w~ ~ s ~ ~ ~ ~ V _ ~ ~ ~ w, \ Lor 19 I ~ ~ Sx ~ `~r ~i9 e~68~ 8. ~ , 892 LOT 28 LOT 27 ~ c~ f_ J . A 8g ~0 ~ 0 i , s~ ~ ~~l ~ ~ . 88 ~ , ~ i • ` . . ~ ~ 88 r4 0 .a j," b nor is z-_~ ~ Lor is w ~ ~ T. , , o } 6 , , . ~ J~ a---~. ~8g4 896 rte../ Pte, sD ~ - , ~ - 888.890'892 ~ LOr 7 6 F_ ~ ~ .fir 5 -~~e-----~. - I I sat ~I Lor 1 ~ _ e, ~ \ ~ ~or~ . q~ ~ nor is ~ _ \ ~ 88 884, 886 - ~ y_ _..w 880 2 W \ L •88 884 ~ ~ ~ ~;a ~ , ` \ 2 - - - - - - - ~ LOT 14 rs., ~ b_ \ „r ~P~ 1~\ \ ~ ~ Q C,~' --~~,,r ~ ~ z \ _ , ~ ~ L---- Lor tz - Lor tt - \ - - - - - - Lor 10 ~ ~ ~ - ~ ~ - Lor s a~._..~ , ~ il~ -z_ _ e - as . 8 ~ ~ ~ ~ L. P~ ~1s,~ ,.f X44- ~ \ L 25' R/W PRIVATE R ADWAY LOuV PT :ITA~ 0+44.59 HIGH PT STAB ~:+4488 4 88 I LOW PT STAB G+80.00 LOW PT STAB 7+95.00 HIGH PT STAB 9+91.2f: 14.5' 10,5' LO'JJ PT E:LEV~ 883,97 HIGH PT ELEV~ 903.91 )3.91 LOW PT ELEV~ 884.23 LUW PT ELEV~ 887.98 HIGH PT ELEV~ 907.89 I c~ PVI STA~0+84.59 - PVI STA~2+4-x,94 ~ 135 PVI ELL-V~88677 PVI E:LEV~911,z7 4 PVI (~TA•7+IiJ.00 PVI ~~TA~8+50.00 PVI STA~9+89.73 ~ I ~ PVI ELEV~890.i8 PVI E.LEV 8E 4.58 PVI ELEV~911.14 6" 21' PAVING 6" K~10,00 K~6,13 K21.21 K~10.00 K~3.10 930 LVC~80.00 LUC~190.00 CURB CURB i zn _ _ - _ LVO60.00 _ I _ L'JC~I10.00 _ LI/090.00 _ _ _ _ _ _.i 930 1 `l v ~r r LOW PT STAB 5+12.58 O ~ O tD O tc .p ~ i~ ~ ~ ~ LOW PT STAB 10+99.41 m f I 10+99.41 ir) S~ S7 3.5' 10.5' 10.5' in 6~1 in N ~ O ,S N N r d) p . LOW F'T ELE'J~ 882.35 p p ~ p o' o i~ ~ r ~ LOW PT ELEV~ 900.22 ~ c~co ~rilr rile + J: 900.22 F~~'DFc~I' SIDEWALK ~ G ~0 ~ ~ s~ti~o 15'pP~1~~ 125 co ..v ~ ~ m ~r ~ PVI STA•4~34.85 ~ ro ~ co p ~ p ~ p rn p PVI STA~10+76.07 - +76.07 + 2q E w ~n w ~ w 'ro .ao .m +I~ +ro - PVI ELEV~381.36 ~ p PVI ELEV~l399.06 n~ - ~ r , ~ i~ K~10.48 399.06 2 ` iDU UU UU 920 I ..w ..w ~ ..w :~w ..w K~4.52 Q 1 c~ ~ I_VC~18C.00 ~ . > _ ~ > ~ > ~ ~ ~ ~ ~ ~ ~ LVC~80.00 ~ .00, 0 920 \V~' i ~ n ~ > > > » 1F ~p ~ ~T~, _ ~s. ~°1~ ~ ~~v inw il.iW mm 15. Q~ G ~ ~ , tip. ~ . r~' ~ S S~ _I J.. . j w - > iii LC i w ~ ~ _ > - ~i Cp yin N m W m ~J i~ ~ 51.015'(~~ STANDARD F ~,~FF~I I i r ip ~ lU . . E~ CURB ~~ST Tp _ _ _ . _ _ . . . tic 115 ~ ~ ~ m LEVEL 3, 1/2" DENSE 1 1/2"-0 COMPACTED CRUSHED ~ STANDARD GRADED HMAC. THICKNESS ROCK, THICKNESS PER GEOTECH ~ ~ , ~ PER GEOTECH RECOMMENDATIONS CURB 910 i~J U U > > I 910 RECOMMENDATIONS i v ~ ~ + / ~ A . , I I I _ _ _ ,T. ~ I~ w _ _ ai i 'J }1J o s - i 105 a ~ PR P ED PRIVATE R AD ~ ~ ~ ~ 900 ~ ~ ~ 7~g 900 Y ~ \ inn ~ _ i TYPI AL R E TI N ~ - ~i m i/ I EL.EV:90 SCALE: i "-5' > W ~i / Op , _ . 0,~ ~ ~ _ . X95 0 ~5 Q ~ I - - - ~ ~ EXISTING GRADE 15 PROPOSED GRADE CL ~ F . ~ ~ LEFT OF CENTEIZLIN~ ~ 890 inn 890 r I . / ~ ~ I ~ _ _ i -ti _ _ J ~ ~ - - e _ 4.00 _ . EXSTING GRADE 10.5 ~ - - ~ _ ~ _ - _ s - X85 i ~ . RIGHT OF CENTERLINE 17% _ _ , ~L. - -----E_ . i ~ 880 880 J! APPROX. VERTICAL APPROX VERIICAL L0~^J~0"J 0~ w~,HUViv yr C~ EXISTING GRADE C9' CLJ ` ( ) I VAULT TYP 40 0 VAULT (NP.) . X75 I 870 _ »n 8 70 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 I Salem OR Scale: 1" = 30 I Proj. No. SCHIRMER SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 ■ # Date Description ion 14-020 Drawn By Phone: 541.686.4540 Fax: 541,686.4577 ~ P RED ROF Fs 1 6119/17 Com leteness ■ ~ s~ p .eness ARS SHEET NO. ■ www.schirmersatre.com ~IN~ O 0 15 30 60 ~ ~ ~ , #~93zPE ~ ~ 8122117 Completeness I ;eness Checked + ~1~ + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND Di ignedbyNathan on Date: 2018.01.2414:34:22-08'00' 4 1119/18 Lot 33, 34 Utilities ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Z o~EOON ~ 34 Utilities NP ~ ~ COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 9]' °~c tio~` O I Date PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY N ti ~ q ~ MAR. 3, 2017 1 ~ FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND ~ ~ ~ ~ PA1 CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ EXPIRES: DECEMBER 31, 2018 Phase C4 UNAUTHORIZED REUSE OF THESE PLANSBYATHIRDPARTY,THETHIRD NEAR CAPITAL HILL AND SPRING BLVD EUGENE OREGON PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. > ©2017, SCHIRMER SATRE GROUP i I PROJECT INFORMATION rrlC~S r?Y•`r1 r1~ d !wn ~ r'L~:d i~ .~1.;i I.i1~i~ 3u4onsrs~ ~~or~~~k~x { ;~I~ Er7~sr~ E3~if,a1 MAP is MAP TAX LOT ZONING Mal~hew'I~ri~ls1 ~rPna ~ i`ia:~ _ 18-03-04-31 00100 R-1 c J~r~an 5^~rzi[~e~ - - - ~ - t,~useurn trf err f 1~17b~ ~ ~ 18-03-04 I~ 18-03-04 18-03-04-31 00200 R-1 18-03-04-31 00201 R-1/PD - ~n 18-03-04 18-03-04-31 00300 R-1/PD - hy''v• ~~','~,y 18-03-04 18-03-04-31 00400 R-1/PD ~ ° ~ ~ + ~ I.Bne ~al.l-~!a '~'a~F:1F a DENSITY: DENSITY: ALLOWED: 5 UNITS PER ACRE f a,rm~r~ d ~R141f~7f Iw[1:1Y3.'nl ~r' J 34-41 (EXISTING AND PROPOSED) UNITS ON 13.10 NET ACRES OR 2.6-3.13 UNITS PER NET ~ 11,~yw~r~ F~~d ACRE. P" F i ; it .q.;. L-ugen~ f ~i~fi~e~ Gemeae~~y ~ ~ r LL S n ;h u i~ 'II fs'•F p onyx "{4[J5t ,~F . ~tu~fiv ~np Cali rs E l ~lh Aye r ~dS~7~]LIfn2 ~~r~t } C ' Lonr)v~e~+~ Cyr Cir ~ G7 -a: ' F 7k~~i1 A~,'[ t: w "err ! ~na1e~ C~unlry ■ I'eic~~al t~~car~~ . SHEET INDEX ~ r1j f r~ t~ r h:urch o~ ~hr~sC e~ _ t. uv - s 1-1.0 COVER SHEET inn:,,, ..r,~r ~ ra,~. ~ •~~r}s. . ' ~ = ~ - ~rsrl~ } M 4_ L S1.0 "?l L2.0 S1.0 SURVEY L2.0 SITE PLAN L; 3 4' ~ I'Ca1~f o~~ii L3.0 L3.0 TREE PRESERVATION PLAN m _ Fa$ Fd~fi~{r!C~~t; .r."~i''j4' - ~:k11~.EIJ;~EN~ L3.1 ~'~t}' ~~rk - L3.2 L3.1 TREE PRESERVATION PLAN L3.2 TREE PRESERVATION PLAN L3.3 L3.3 TREE PRESERVATION PLAN L3.4 L3.4 TREE PRESERVATION PLAN y. f~ L4.0 e` L5.0 L4.0 TREE PRESERVATION LIST L5.0 OPEN SPACE AND IMPERVIOUS SURFACE PLAN ~ n *o ri :9 L6.0 fi L6.0 LANDSCAPE PLAN r~ ;f, a5 L~I!l:~~ I I~~f Cl ~}{~{TM1 ? La~;re~~s~ss~d Gvlf Gour~e rr J: C1.0 C2.0 C1.0 WASTEWATER AND WATER PLAN C2.0 STORMWATER PLAN r 1: G 4 L~4s~ ~4SS r'r~dllClioi~4 r C3.0 t` N C3.0 PUBLIC ROADWAY PLAN & PROFILE C4.0 C4.0 PRIVATE ROADWAY PLAN & PROFILE NTS I GPI ~,0 / ~G~ G ~ TRACT C C Communit Area ~ P Y ~ Area o~ 1 140 SF ~ ~ , DESIGN TEAM MEMBERS BY MY SIC BY MY SIGNATURE BELOW I DECLARE THAT THE PORTION OF THE PROJECT IN WHICH I WAS INVOLVED ~ n 1~/ ~ G ~ ~ - - o~ - ~a/ ~ - _ COMPLIE: oD - COMPLIES WITH THE FOLLOWING: - v ~ - , ' ~ ! 1. MEETS THE STANDARDS OF MY PROFESSION o'' ~Axr ~r% ~ ~ zo t ~ ~ ~ d ~ - i ~ < ~ ~L i 1, MEET ~ o~ ~ 2. COMF I / ~o coNCREi~M 2. COMPLIES WITH THE TENTATIVE PUD CRITERIA TRACT D ~ m ~ ~ ~ Community rea ~ ~ ~ i / _ ~ / % _ eano a3anaix~ { o° / i ~ 2,426 SF % , ~ f aoa~~aH~ti ~ ~ o - ~ ,~i / / / , , ~ ~ ~ ~ ~ ~ PLAN ~ ~ , PLANNER/LANDSCAPE ARCHITECT ~ ~ ~ w r ~ i - ~ ~ ~ ~ ~ ~ SCHIRMEf ~ ~ ~ ~ V ~ PLANNER; SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS ~ ;ice e- / ~ 11 \ / 375 WEST 375 WEST 4TH, SUITE 201 ~j _ ~ ~ ~ ~ i ~ EUGENE, ~ EUGENE, OREGON 97401 i! - _ ~ _ s~ ~ ~ ,,,.i ~ ~ • 541 686-~ ~ ~ ~ ~ CONTACT (541) 686-4540 - FAX (541) 686-4577 CONTACT: CAROL SCHIRMER ~~eana 3i3~~ aan~ a3anaix3 / ~ \ carol@schirmersatre.com v ~ x LOT 22 ~ aNV 88f1~ ~ ~ , / / x \ , / i `1,994 sf - ~ ~ / n n=, ~ ~ x _ _ ~ , ~ x o . x \ ~A ~ ° ~ ~ ~ ~ x / - - ~:xtia ~ ~ A ' \ x ~1 ~A ~ ~ I ~ J \ ~ Y~ lm / l / ~ c oL scl \ to C OL SCHIRME / ~ ..~o~ ~ ~ ~ ~ ~ 1 ~ ' x \ ~ y LuT 20 ~ i LET 2,~~ r ~j~ 1 / ~ ~ x \ , I o ~,~7;223 sf ~1 \ ~ ~ o ~ . .i 27,2x3 sf ~ I ~ ~ r ~ , ~ ~ ~ LO 21 ~ ~ I ~ x ~ Y ~ ~ x f j _ \ 1. , 43 s civic ~y ~ ~s~ CIVIL ENGINEER I i ~ 1 ~ ~ a x\ ~ ~ ~ i I I i 1 x h ~ ~ ~ k y - BRANCHE BRANCH ENGINEERING, INC. ~ ~ ,i• 1 r I ~ 1 310 5TH S' / SPRINGFII 310 5TH STREET SPRINGFIELD, OREGON 97477 i ~ ~ i I i I I x ~ sr x , ~ ~ ~ ~ (541) 746-( i ~ (541) 746-0637 i i i I I I J yew V ~ V~ ~ - /r,: - CONTACT \ ` CONTACT: DAMIEN GILBERT, P.E. ~ I i ~:1 - - o~ - j ® x ~ ~ - - _ ~ A~1 zm ~(1 I ~ • \ \ - ~ c ~ - / h~J~zj • , x~~ 80+ A RE damieng@branchengineering.com I I I O X I ~ x x ~ J, o D ~ i I ••t I ~ ~ o I ' ~ 4} T ~ ~ I m ~ ~ < x i LO1 3 ~ ~ -1 - - - - - s 1 _ _ ~ _ _ as • ~ : ~ ' ~ - - - _ ~ e ~ ~ e a v sa , > v ~ 8,€31 sf ~ slCv 0', x 1 s ~ s. e. 4+z ~ . -aes-~ ~ I ~ I I ,,;r x x ~ 4SPHAU ~4Y / . ~ ~ ROAD 1_ - - c f ~ aA x x) ~~,E ~ _ .99Z£ Ki paM ' ~ ~ i I o 1 - ~ 0 ~ 0 ~DF x ~ ~ ~ ~ DAMIEN G / •~o ~ ~qsA o_~. -max IO DAMIEN GILBERT ~ ox T i . - I ~ x ~~I~ ~ Vd xx° / - ~ 4~_ ~ ~ 1 / x x , x x LOT 2 o I 0 I' .i''~ x V \ ✓ • \ / 10 805 sf ~ ~ w ~ r. / o ~ ~ o D x \ ~ X I X I ~ • ~ RE.a~Naw~~ - ' i N~ J /0 ~ ~D ~ I o x , T ~ ~ ~ ~ LOT 3 i~~Y i T ~ ~ x I ~T 2 -Q Cam. \ I w ILOT 341 ~ LOT 25 5,789 sf ~ " - 7 330 sf 0 ~ ~ 5, I y8 st o~ ~ o _ ~ LOT 33 o LOT~31 / ~ 4 635 sf x _ ~ ~ 5 892 sf x ~ x a 249 ~ D ~ ~ 1 ~ I v ~ X 10810sf o ~ I x I p x ~ ~ All I x \ • ~ ~ N ~ / ~ ~ r ~ ~ ~ ~ x ~ \ ~ ~ / x ~aa o x I ~n ~ ~ ~ Q _ ~ / LOT 26 ~ \ _ ''W~ ~ ~ X o - . ~ x ~ ~ . i ~ o • 0 8,171 sf ~ x ~s~ \ x ~ ~ - _ °X / ~ ~ I i . ~ / _ LOT 30 ~ x x ~ ~ ~ ~ - _ ~ ~tix / ~ I _ ~ - x \ ~ ti ~ ~ ~ ~ iv _ \ ~ L 4 ~ _ x ~ x ~ ' x ~ r.• _ 2 7 s ~ x ~ r,~. i l ~ x \ ~ X ~ LuT .7 ~"x x ~ x ' ~I x d o I \ x ~ ~ ~ ~ ~ i ~ 31,;131 ~f ~ ~ ` - ~\x~~ . o y 68 , ~ ~ I~~ ! ~ ~ •Q ~ ~ LOT 2R LOT 2Y ~ _ R 071 s~ x T••~ x ~&6p~ ~ ~ O ~ L x x ~ o ~ 7,793 sf j 10,Ut~7 sf ~ ~ x _ o ~ . • ~ ~ ~ d0 ~ z, ~ ~ V P~ ~ : ~V ~ ~ ~ ~ ~ q V ` ~ a ~ ~ ~ ~ I ~ _ ~ o ~ r ~ ~ rx x x ~ ~ _ ~I F ~ w _ o ~ T _ ~ _ 0 qr ~ ~ ~ ~ _ ~ x F ~ ~ - o 'Y ~ ~x ~ ~ x I I~ I - ~V~ ~I 8 ~ I - - - V ~ _ L ~ ~,x ! 27 598 ~ ' / ~ sf Rid ~ ~ ~ i ~ F '~I • ~ _ LOT 7 I ~ , x _ ~ ~ ~ v ~ ~ _ ~ o o_ ~ ,v LOTb ~ x ~ ~ ~ x o , ,7 612 sf • 7 2~6 ~f ~ ~ ~ 9 a o f I J ~ x I I ~ x ~ ~ ~ ~ ~ X x __I_ ~~T _ x ~ ~ ~ ~ v~ o ~ ~ x ~ x~ ~ x ~ ~ f ~ 21 023 sr ~ e~ ~ I v^ U I C ~xl \a ~a ~ x ~ ~ ~ 17,735 s~ ~ ~ ~ ~ • ~ ~ s ,N + , . x , - ~ - ~ ' x I o ~ u ~ ~ q 20, ~ 24 I N ~ w r v^. ~ x ~ S' ~ - ® ~ ~ , ~ ~ o - ~ X ~ ~ ~ ~ ~ ~ ~ „2~, i x~ ~ ~ a, x ° ,N" ~ 1$,400 s~ ~ ~ x ~ _ o ~ ,x~ .N ~ I to I 1 ~ ~ t i rL . ~ C ~ _ I x~ 1~ ~ i '1 a !4 i xi x~ . ~ _ ~ ~ ~ ~ ~ ~4- ~ - ~ > x ~ i--------~~ I 17,~93sf 1 ~ ~ ~ ~ x~ ~ ~ i x U o f i _ ~x a x x ~ •1: a ~ - a ' ~ ~N ~ ~ n ~ x~ - - • - ~ r l x i~ r I I o ~ ~ ~ - I ~ ~ • ~ , ~ ~ ~ ~ ~ . _ . O ' x J ~ ~ \ ~ I ~ ~ ~ d ~ ~ ~ x~ a - - 1 I ~ ~ x ~OT~.1 ~ x v Y A_~ x~ I ~ i ~ i ~ ~ N I x~ I .I x x 9 ~ ~ d ~ ,J~ ~ x h 1 ~,~43 ~ ~ v ~ I ~ I ~ 1 ' ~ ~ ~ o , ~,I ~ ~ti~ ~ x~ ~ ~ ~ ~ I I a ~ _ _ a LO ~ i ~ i ~ ~O. 1 ~ ~ v ~ ~ • ~ o _ o k~~ ~ o ~ ~ ~ • ~ ~O ~ 1 : - ~x ~ ~ 2.874 ~f ~ ~ ~ LOT ~ ~ ~ x, ~ ~ i I r n i I ~ x a ~i ~ ~ - 1 I 1~275cf ~ ~ ~ ~ I~ ~x - ~i , a ~ ~ - x ~x ° 1i`I~ 1x u ~ ~ 0 1 ~ x ~ w~. ~ • „ x - _ • ~ ~I ~ ~ I i ~ I o ~ i ~ ~y°~ ~ I ~ x ~ x x ~ i S to N,~ o . M''- x~ ~j~ ~ L ~ ° 9, I G 1 St ~ p ~ _Gx I >x ~ ~ i ~ ~ ° o x ~ i ~ V ~ ~ h x~ x x ~ ~ ~1 ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ x ~ ® x= _ ~'vy ~ ~ ~ ~ ,u ~ ~ ~ ® ~ o ~x~ I ~ I ® I x ~ ~ ~ J ~ I ~ ~ ~J ~ x 1`~!~ N .j~ \ ~ ~ . ~ ✓I ~}x ~ x ~ ~ °v~ ~ ~ ~ ~ h~ ~ ~ I ~ ~ G x,~ °x ~ ~ ~j (1 ~/i °''n~ • „nl~ ~ N I ~ V I x ~ l , ~ G ~r 0 ~ Sx ~ I ~ x~ ~ ~ ~ ~b'~x ~ ~N x ~ x x i x~ i ~I ~ I i i v ~ I i 0 X - ~ o - ~ ~ o ~ h, ~ kx~ 1 ~ i ~i x~ ®i ~ ~ ~ I ~~N x o ~ ~ i ~ ~ I_ ~ x "r ~ L x ~ v~ ~ X x ~ ~ x _Ni~ Ci I ~1 e x~ ~ ~ U ~ 9 o ~ ~ - x ~ ~ x x ~ ~X ~ ~ I ~ ~ ~ ~v ~ Tn~C x~ ~ ~x x x x Tn~~T ~i ~ ~ x a - ~ o M ~ ~ - x ~ u i x~1 ~ ~ ~ s° ~ ~ ~ ~ ~ I t.1 1~~C~4 sr o x~ ~ p~ ~ ~ x~ ~x?: ~ L~3~ x x.33 ACr.~S ~ , ~ x ~ ~ X u x ~ l~ / \I ~ ~ w V VV i I I ~ i i r ~ r f I ~ ~ i~ ~ ° EXi~Ti~l~ ~:IR~STE~ ~!RE~ i I° Ch Y 9F ~U~EnE PnS~~EQTY ~ I IN ~ ~ aieeoa PnrH I i I ~ I I ~ / ,m ~ / ~ /l/ 6 Scale: 1" = 40'-0" SCHIRMER SATRE GROUP 375 UVest 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description . Dr Drawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ ■ 1 6-19-17 com leteness review ■ p -eview jas,ktvh SHEET NO. www.schirmersatre.com 0' 20' 40' 80' 2 _ _ 8 17 17 completeness review 'eview Checked Ch ~i~Ol E: SCHIR~IER + EANDSCAPEAACHITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots 2 lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 4 SON PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY 4 1-19-18 Lot 33,34 Utilities Da N s 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 CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Ph Phase UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD NEAR CAPITAL HILL AND SPRING BLVD EUGENE OREGON ■ PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. > > Tentative P.U.D. ©2017, SCHIRMER SATRE GROUP M:~SchirmerSatre~Project Activity\Project 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 60 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= /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, 7 ~ \ ~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) Sml SURV Y PROJECT INFORMATION iS MAP MAP TAX LOT ZONING 18-03-04-31 18-03-04-31 00100 R-1 _ _ 18-03-04-31 18-03-04-31 00200 R-1 I 18-03-04-31 : ~ 18-03-04-31 18-03-04-31 00201 R-1/PD 18-03-04-31 00300 R-1/PD I I I 18-03-04-31 18-03-04-31 00400 R-1/PD FIRE ACCESS • I ~ I • Proposed new private drive designed with minimum 30' 0 I I FAIRMOUNT NEIGHBORHOOD radius on inside and 50' radius on outside I • Private drive is 21' wide and 2 way with parking on one side e side allowing for emergency vehicle access in either direction ion I I VEHICLE AND BIKE PARKING EXISTING ROAD ~ • Approximate location where ALL VEHIi ALL VEHICLE AND BICYCLE PARKING TO COMPLY WITH CITY OF EUGENE CODE I REQUIRE I REQUIREMENTS AT THE TIME OF BUILDING PERMIT SUBMITTAL. ~ concrete gutter on both sides ~ ~ of the road end. 5~ ~P~ • Beginning of project frontage ~o I / I G ~ TRACT C .T C Communit Area i~ P y nity Area ~ LAUREL VALLEY NEIGHBORHOOD CONTIGUOUS PROPERTY o~ 1 140 SF ~ / V F / 'J • ALL CONT ALL CONTIGUOUS PROPERTY UNDER THE SAME OWNERSHIP IS SHOWN ON THIS i1~ A 7 d~ l j m D K • SITE PLAN _ o _ I SITE PLAN. SEE OWNERSHIP MAP. ~ / ~~~r -r ~ ~ ~ _ o£ - s m~ i ~ _ o • " coNCRErE way . TRACT D ~ ~ ~ ~ ,~,d~3~~ . - ~ / ~ ~ ~ ~ COmmunlty Area / ~ ~ ~ e\m~ a3anaix ~ s ~ I / 2,426 SF ~ ~ ~ a / ~ N PRESERVATION AREAS ~ , yl j/ i i ~ i \ ~ ~ g0~-yC50.75' ar~~ - ~4, ~ 9C _ ~ ~ ~ PROPOSED SLOPE ,5, gC6 908 Preservatior Preservation Area Square Feet Acres ~ ~1/' Y ~ ~ ~ ; Pti ` EASEMENT . Tract A Tract A 101,604 2.33 ACRE f 1 d ~ ~ ~ r,,, ~ ! ~ \ ~ N Tract B • NEIGHBOR D BOUNDARY LINE Tract B 2,161 .05 ACRE .a, . 0. , -e. ~ r ~ , _ k ~ rj5 / ~ 1~ \ Tract C ~ ~ ~ yti ` NT5 TractC 1,140 .03 ACRE ST f ~ rte' ~ / Tract D 2,426 .05 ACRE ~ ! m ~ o ~ ' ~ ~ ~s~, : ~ D IMPROVEMENT Tract ~ ROA / ~ ~ TOTAL TOTAL 107,331 2.46 ACRES - ~ ~ ~ -Q" ~ i ~ / ~ ~ , i o ` < I ~ ~ ~ ~ _ o~ .o ~ y / ~ 130 R ~ . ~ ~ in n n-conformin road to 21' ~ ~ Widen exist g o g (18%of Site) EXISTING ROAD ; W ~ ~ _ - ~g~ ~ ~ ~ ~ , ~0~'22 ~ NV g . - 50 n 1 d. ~ r,.~° ~ ~ ~ 311 9 x~ ~ i ~ 2 Individual L ~ r,~ ~ . . m nt t 21 ~x Improve gravel section of road to pave e o Individual Lot Preservation Areas 90,619 2.08 ACRES f/ 4~ 4s ;r 99 50 R 1 wi e with curbs and concrete utters ~ ~ ~ R~ Road is minimum 8 d g a 91, os, J~ , ~ ~ ~ . (15% of Site) on both sides. ~ ~,r~.~ _ ~ ~ ~ ~ . ~ , • o • ~ o ~ ~ ~ • Add 4 sidewalk on Uphill side Grand Total X ~ , Grand Total 197,950 4.54 ACRES ~ '•f-` ~ 4~ (33%of Site) ~ ~ ~ o u 'N x N .r° V ~ ~ d F f~~'~a xlSl'hNC~HOU 9~ ~ :~_N.~ ~ •4 , \ ~ r ,REMAIN' N~ ~2•%" ! I ✓f~p ~ ~ x ' ~ ~ ~ 1 ~ -..~~~~a ~ X r 1 ~ r v ~ o ~ x i ~ > ~ ~ ~ 25.95' oaf ~/q~~1 ~ ~ ~ x Y ~ i ~ ~9 ~ LOT 2~ ~ ~ ~ ! ~ ,r x ~ i o r , 23 sf ~ o o ' ~ p ~ ~ '2 i 27,23 sf ~ ~ 02 ,t ~ 1\ LEGEND i / \ L = I, ~ ~ ~ ~ ~ , ~ Y } ~ , _ - ~ ~ \ 1x,043 sf / ~ ~ , 6 ~ ~ ~ PROPOSED 10 PUE - - ~ i 'fie ~ ~ ~T ~ • , ~ _ I L- ~ , ~ I I ~ ~ ov t ~ ~ \ ' ~ I ~ EXISTING ROAD o , ~ I ~ I ~ o~ ~ \ i l: I I EXISTING I o ~ a5 ~ 56 o ~ ~ ~ ~ 5g~,1 t` a, ' ~ ' z~ ~ 8 f U~~ ~ ~ ~ n . EXISTING I I o ~ ~ g3~ r~ i ~ ~ I BUILDING I o x ~ 1 I ~ • ~ ~ l I ~ ~ BUILDING ~ I i ~ ~ ~ I ~ i _ _ _ J ~ ~ • £ W S II ~ 1 I'~ ~ i ~ ~ 1 ® A ~ ~ .~~.of ~r n~.~' --°o err I 1 ~ / ~ i AA V/ ~ ~ ~ . ~vte 1"~ r~i o c ~ o ~ ~ ~ x~~ ~ ..k_. 80 AC PROPOSED ROAD WIDENING (SEE CIVIL SHEETS FOR MATERIAL) II I o~ ~ i - ~ 3 ~ ' o x i', 2 • ~ RE - I N r EXISTING HOUSE TO M o \ I ~ ,~~N d / • ~h ~ ~ _ - 1 ~ ~ REMAIN ~ X ~ 4.78~~ - - l ~ `~~~~T-~ ,F~ I ~ I e i ~ 3 ~ ~ I rn ' ~ ' M 'ti 1 ~if; ~ ~ - 7 ~ ~ ~ - - - ~ - - - - _ ~ s N ,t ~ ~ - - - - ~'0•,. ~ ~ y ~ ~ . ~ L ~ ~ ~ 4S - _ - - ='r'`~~~,,~°~~ ~ ~ i "~-see-, II RROPOSED PARKING FOR ~ 16'-0" ~ ~ ED 10' PRIVATE _ ~ ~ PROPOS -r - - as - - _ - - " I- - ss DA N x ~ ~ ~ _ ~ ~ ~ s B G a J ~ ~ ~ _W ATE rt ~ ~ R PROPOSED SIDEWALK II IN NIT APARTMEf~N~~~ x t ~ XIST G 3 U I I x i 4 . I o ~ WASTEWATER , ~w v er E M ` I N o - - ww - - - _ - _ 5~ ~ - 0 9-7:1' A~ PAM ~ ; x ~ ~ 'v t- 7 = I~ - - - - - - g ~ o EASEMENT 1 - . - y p i T X ~ \ a alai - ~ / ~ 56' ' ~ ' ; 30' F ~ ' LOT 2 ti , ~ ~ , ~ i x PROPOSED 10 PRIVATE ~s ~ v.• ~ x ~ \ ~ (x x t Q v ~ g NIT APARTMENT TO REMAIN I ~ ~ ~s EXISTING 3 U I i - o, 8~, w w.. . .8~• • . ~3 ~ ~ 10 805 sf ~ ~V v ~ r, ~ ~ 9o w . _ . • ~ - - - ° ~,rv ~ 1 WASTEWATER EASEMENT t A m o x ~ x ~ I~ NVERTED TO 2 SINGLE FAMILY ~ ~ ~ ~ a.. ti~ 1 • _ x • ~ ~ ~ ~ PROPOSED PRIVATE DRIVE • ATTACHED UNITS 53 R 2ss~ - ~ ~ ~ ~ s ~ ~ . ~ • ~ ~ . I b i x ~ ~ LOT 3 ~ _.~~'I~ • I LOT 2 w ~~o I LOT 34 ~ ~ X ~ ' so o - , LET 33 ~ ~ o L~~31 ~ ~ ~ ~ o ~ ~ ~ m._ _ ~ EXISTING BUILDING TO v. ~•a - LOT 25 Z ~ ~ 5;7~sf . , _ . _ .m . ~ s-f- 7,330 sf ~ ..w~ I .~08, / ~ ~ ~ ~ ~ -~w _ ~ _ e, _ ~ ti _ 4,635 sf I ~ 90 x II o ~ I - ~ 5,892 sf ~ r ~ x. _-~;2~9 ~ 10 810 sf o ~ ~ ~ ~ I x -.-I ~ REMAIN . ~ x x a ~ ~ _ ~d ~ iy ~ ~ , - ~ ~ s PROPOSED DRIVE (TO BE EVALUATED AT TIME OF pp / / o x -~.,I ~ o ~ , a C ~ o~ ~ p ~ ~ °a~ PROPOSED ACCESS y ~ a /ry ~3R ~ ,.v - ~ ~ ~ A~,, a, r. .fir- 87:.....~~.. - 8 ~ ~ o LOT 26 \ ~ - ~ • - - ~N `o.~ :Aj, 1' • o ~ Q 257.58' o _ A I ~ ,off ~ x BUILDING PERMIT SUBMITTAL) ` ~ , ASEMENT _ ~ ~ x .M- °v ~ a,,~; 8,171 sf ~ ~ ~ x ~ ~Q o ~ o }y ~ h V ~ u' I 46.78 • ~ ~ ~ ~ '~iS a o ~TM ~ / ~ ~ ~ ~ _ LOT`~0 ~ x ~ x ~ PROPOSED IN L - w _ - - ~ ~ 4, ~ _ S ~ \ ~ ` 1 A ATTACHED LOT 1-3 UNITS - ~~w ~ ~ s ' o. - r _ ~ ~ ~ a - _ _ ~ ' - - - ~ a~ s~.• ~ w • ~ o •~s ~ LO PROPOSED PRESERVATION AREA (HOA) z~ ~ N 6 ` ti ~9, 110.41' ~ ~ - . - ~ \ ~ •84.00'-..-..- -..-..-113.72..-.. ~ o ~ • _ a 21,$07 sf c f 8~ ~ ~ A ~ ~ I ~ ~rn 3 ~G ~ ~ ~ r 4 ~ , tip m_ , P o d - ~ ~ ~s F, \ 3q ~ 4 x PROPOSED PRESERVATION AREA (INDIVIDUAL TAX LOT) ~ _ ~ J ' r- so o• ~ .o / ~ W, ~ ~~~G~ 2~~ . I ~ -62.76 w • LOT 2 rti x T. m 4 x,071 s _ . v ~ >s4p, ~ a~ v -~,Z~sf ~ 10;007 _ ~ ~ _ ~ X ~ - v ~ 0,3 , ~ ~ ~ d® ~ / 3 o \ ~ ~x. ~ ati ~ ~ a, ~ o°~ \ ~ ~6' 81.42 ~ 24.03 ~ i Y ~ x - v ~ ~ 31 • ~i/ i r ~ ~ ~ ~ _v 3 ~ e ~ o~ ~ EXISTING FORESTED AREA TO REMAIN -9_ ~ LET ~ ~ ~ ~ ~ v~ v o ~ , , ~ v ~ ~ LOT ~ ~x x ~ CITY OF EUGENE PROPERTY x EJ - PROPOSED ACCE - ~ x h-.._ .w 40 ~ - zza5 _ ~ X96_ ~ 612 sf \ N '66 LSD -k 88g 89~ 892- = .._a. ' X ~ ~ 856 72.64_ ~ - s ~ ' - _ _ _ 42.4 ~ _ x m x EASEMENT ' ~ - ~ ~ \ ' x ~ ~ n--._ ~ ---so-_ ~ ~ - - - - SD- - - PROPOSED STORMWATER I .s5' - >>r ~ I~ 17,735~sfy ~ _ .o --s I •1 ~ ---_;~I_ - . x /1 x ~ ; x v ~ ~ ~ v ~ ~ ~ s - , ~ , r -W- - - PROPOSED WATER LINE . x m . ` s. a 14'~ Q . - - - - ` ~ ~ zs~.• Viz. EXISTING BUILDINGS TO x ~ 1 ~n~ ~ ~ ~ ~ .m8 2 X86 ~ 9.1 ' Sg. ~6~ .,~6>4~, ' x ~ r%"~ o-►- ~ ~ ~ ~ REMAIN. Ma be removed at • I \ ~ Y - . ~ - ~ r~ ; , • ~ . WW ~ r 4~ - - -WW- - - PROPOSED WASTE WATER SERVICE ~ . I s I ~ ~w C ~ k _ ~ , / a later date. BOUNDARY BETWEEN _ N ~ x x ~ ~ x ~ x F - x ~ ~ U ~ ~ • ~•~S' 'vim ~ ~ - -N - - - PROPOSED WASTE WATER FORCED MAIN FAIRMOUNT AND LAUREL ~ i - - _ '~N ~ ~ ~ " ~o°~ \ ~ • r ~ 1.11T lJ`~iJ M ~ _ UJ; de, 6j: a I L 1~ - - - 11~~'' w ~ ~ w- ~ ~ PRE ERVATION BOUNDARY HILL NEIGHBORHOODS o N ~ ~w ~ • \ • \ ~ \ ~ t o f ~ N m ~ w a, A `°e ~\~I/ O ~ ~ _x d ~ ~rJ N ~ N ~ ~ ~ ~ - ePo. ~ a ~ ~°~j„a-- x - ~ 1'3; 243 _ _w_ -ram- _ ~ ~ ~ _ ~ 14.34' .P~ - - - -W - - -W EXISTING WATER SERVICE / N ~ ~ 1 ~v~ ~ ~ 0 ( Y ~ e ~ x 1 1 I x~ I I . _ ~ ~ - ~ ~ LINE (PRIVATE) o N ~ ~ ~ ~ •N N v - ~ ~ - - - ~J To be maintained b lot ai m ~ - x - ~ \ Y WW . ,t" -WW WW EXISTING SANITARY SERVICE V ~ ~ ~ - ~ ~ I ~ ~ _ . - ~ - - owner. ~N ~ .I a L x ' ° U ~ ' ~^r' f G G - EXISTING GAS SERVICE • N ~ u ~ hro- I~ x x ~ ~ ~ ~ U I _ I~ ~ a ~ 1 ~ ~ s x - - . - ` - - PROPOSED 6' SEE THROUGH, ~ ° S x :o ~ X98 o ~ x x 7' x x~ ~ ~ ii - `o x ~ ~ ~ ~ PRESERVATION ~ I ~ - V V - -0 EXISTING OVERHEAD POWER ® x ~ ~ ~ ~ AGRICULTURAL TYPE FENCE TO I ~ ~ I a ~ .I ~ ~ ~ ~ e ~ ~ 8 ® ~ x x~ ~ ~ o - _ ~ • ~ - - BOUNDARY LINE (HOA) TERMINATE AT NEIGHBOR'S ~'~/h~ II ~x,~ ~ il'~ ® i ° o ~ ~n C~ I ~ ~ I ~ - - v ~ rn d r1 ~ , A . C~ ~ ~ i ~ 1 1 ~ / ~1~ L~~" t~A \ _ _ _ ..a ~ Tn hn monorrorJ h~i F:::] EXISTING TRANSFORMER FENCE AT LOT 4. ~ Y ~x~ ,i ~ ~x ~ ~ ~ ~ ® ® ~ i I ~ x ~ ~ ~ I ~ ~ a N ~ _ - ~ ~ ~ ~ x x , , - homeowner s association. yl - , - I ~ o,~ x ~ ~ ~ PROPOSED WATER METER ~ ,sx U ~ ~ ~ o .i v~ • I ~x~ ° ~w X o ~ x - ~.w. ~ ~ _ (not in private ownership) . ~I i i X 1 Axe ~ ~x. ~ a I - - - - - - - - II ~ w 6 C? . ~ N~ x~ x ~ 85.0 ~ ~ x~~ 92.00' ~ 15.00 40 0' 80.00' x 85.00' ~ ~ 85.00' 8 80.00' ~ 8 . jv 80.00' ~ - - - - - - - PROPOSED PRESERVATION BOUNDARY LINE .._a._. x ~ x 85 A0 85.00~.~..~..? ..~.._..~,,x ..rt,..Z.._.._.. ~iw ~ I~ ~ ~ ~ ~ k <N~i I ~J ~ ~ ~ ~ ~ ~x~ ~I ~ ~1-,x C ~ x PROPOSED LOT LINES ~ ~ V ~ a o o ~ N ~ x, ~ q l PROPOSED 6 SEE THROUGH, ® ~ ~ x N O M x`` I ~x° ~ ~ ~ ° I ~ I ~x ~ TQ.~ ~ x ~ x I ~ AGRICULTURAL TYPE FENCE - T ~ ~ x x ~ x ~ SLOPE EASEMENT ~"I x ~ x ~ a~ ~ x, a ~ x I ~ TvQ . ~ ~ ~ I x ~ E ~ ~ AT PROPERTY LIN c ~°v ~ ~ ~ x~ ~ x ~ ~ ~ ~ ~ ~ x ~ ~ 1 ~ ® 1 o I I 1 BOUNDARY BETWEEN FAIRMOUNT AND LAUREL HILL NEIGHBORHOODS x 5 x~ n ~ c..~ . ` i~ ~ I a 2.3. ~.E ~ ~ ~ I i ~ ~ ~ 1251.42' I I i C PARKING STALL AT EXISTING STRUCTURE w. I ~ _ i I ~ - .r F- DIRECTION OF TRAVEL I i~T ~If ~STE~ i e= ~ ~ ~ ~ o ~ ~ N I IB_B_ON pqn{ i ~i ~ ~ i I , x, X EXISTING CONIFEROUS TREE ~ i' I I / I ~ ~ ~ x EXISTING DECIDUOUS TREE ~ I s ~ ~ ~ / VISION CLEARANCE TRIANGLE I TING RIBBON TRAIL ~ EX S ~ 0 naa~. LEVELSPREADER 0 N Pg7H OWNERSHIP MAP ~ ~ a m m r~i r~i I D AL TAX LOT I N AREA INDIV U PRESERVAT 0 THOMAS & THOMAS & CYNTHIA DREYER rrr.yy 0 N N ATI N AREA HOA PRESERV 0 c a N 0 ~i J m 3 19 EC 9.2790(2)(b) ALL LIGHTING WILL MEET THE STANDARDS IN EC 9.6725 OUTDOOR LIGHTING STANDARDS TO SEE STORM WATER MANAGEMEN N STORM WATER DESIGN AND TREE fER MANAGEMENT PLAN, DRAINAGE STUDY AND CIVIL PLANS FOR INFORMATION ON SITE CONSTRAINTS. ONE OF THE FOLLOWING CIRCUMSTANCES IS PRESENT: INCLUDE BUT NOT LIMITED T0: )ESIGN 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 THAT PREVENTS THE LOTS FROM BEING ORIENTED FOR SOLAR ACCESS. ADDITIONAL SHIELDING SHALL BE REQUIRED, AS NECESSARY TO DIRECT THE SEE GEOTECHNICAUGEOTECHNI( ICAUGEOTECHNICALlNVESTIGATION AND ADDENDUM FOR INFORMATION ON SOILS AND 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. ~ GEOLOGICAL SITE CONDITIONS. r -E CONDITIONS. SEGMENTS AND ONE SEGMENT IS ORIENTED WITH 30 DEGREES OF TRUE EAST WEST ALLOWING ONE LOT ON THE STREET TO MEET THE 50LAR REQUIREMENTS. MAESTOW MAESTOWN LLC I c CUPOLA DRIVE CONNECTS TO CAPITAL DRIVE AND RESIDES WITHIN AN EXISTING AREA THAT WAS USED FOR VEHICULAR CIRCULATION BY PRIOR OWNERS TO ACCESS THE PROPERTY. THEY NATURALLY LOCATED IT ON THE FLATTEST PORTION OF THE 51TE AND TRAVELED PARALLEL WITH THE EXISTING CONTOURS TO REDUCE IMPACT TO THE SITE. THAT MEANS a THAT CUPOLA DRIVE AL50 RUNS IN A PRIMARILY NORTH SOUTH DIRECTION PROHIBITING PROPOSED LOTS FROM MEETING THE NTS c REQUIREMENT FOR THE FRONT LOT LINE TO BE WITHIN 30 DEGREES OF TRUE EAST WEST. 1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL NEW REQUIRED PLANTING AREAS. a N 2. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED NOTE THE STREETS ARE ORIENTED IN SUCH A WAY A5 TO PREVENT THE MAJORITY OF THE LOTS FROM MEETING 50LAR LOT UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW c a STANDARDS THEREFOR THE SUBDIVI510N IS EXEMPT. PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD ORAPPROVED), ELECTRIC REMOTE CONTROLVALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH PUBLIC IMf PUBLIC IMPROVEMENTS TO BE CONSTRUCTED PRIVATELY N POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 PRS SERIES OR APPROVED). ALL VALVES ALL NEW 0 ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. i TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC ALL PROPC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. ALL PROPOSED UTILITIES TO BE CONSTRUCTED PRIVATELY. a T m Scale: 1" = 40'-0" SCHIRMER SATRE GROUP N ~ 375 UVest 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description • Draw Drawn By Ph n : 41. .4 4 F x: 541.686.4577 ~ o e 5 686 5 0 a ~ ` a 1 6-19-17 m l n r vi w ~ co p ete ess e e iew jas,ktvh SHEET NO. www.schirmersatre.com 0 0' 20' 40' 80' 2 8-22-17 completeness review iew Checked a` i Chec t+~4E E: SCHIR~IE~ ~ + UINDSCAPEAACNITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Q COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE o ~ oar a, ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY 4 1-19-18 Date N Lot 33 34 Utilities Date 3.3.2017 ~ - FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ( - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Phan Phase UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD ■ L20 ~ PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. r ©2017, SCHIRMER SATRE GROUP TREE ASSESSMENT 1. ALL BUILDING PERMITS FOR CONSTRUCTION ON THE LOTS SHALL INCLUDE A SITE PLAN IN COMPLIANCE WITH THE APPROVED TREE TREES TO BE REMOVED HAVE BEEN DETERMINE[ .EN DETERMINED BY LANDSCAPE ARCHITECT TO BE: PRESERVATION PLAN. THE BUILDING PERMIT SUBMITTAL SHALL INCLUDE SUFFICIENT DETAIL TO VERIFY THAT NO MORE THAN 30 PERCENT OF 1. IN THE CONSTRUCTION PATH 'ATH THE CRITICAL ROOT ZONES (CRZ) OF TREES TO BE PRESERVED WILL BE IMPACTED BY CONSTRUCTION ACTIVITIES ON THE LOT, OR A REPORT 2. IN DAMAGED CONDITION FROM A CERTIFIED ARBORIST VERIFYING THAT THE PROPOSED CONSTRUCTION ACTIVITIES CAN OTHERWISE BE CONDUCTED IN A MANNER THAT 3. IN SERIOUSLY DECLINING HEALTH DOES NOT THREATEN THE SURVIVAL OF THE TREES TO BE PRESERVED. EACH BUILDING PERMIT SHALL INCLUDE TREE PROTECTION FENCING 4. HAZARDOUS TO FUTURE RESIDENTS HEALTH TO BE ERECTED AT THE PERIMETER OF THE CRZ'S FOR ALL TREES TO BE PRESERVED (OR AN ALTERNATIVE LOCATION AS APPROVED AND 5. TECHNICAL FELLING RESIDENTS DOCUMENTED BY THE CERTIFIED ARBORIST AND CITY). 2. PROTECTIVE FENCING FOR TREES IDENTIFIED TO BE PRESERVED SHALL BE INSTALLED, INSPECTED, AND APPROVED BY THE CITY PRIOR TO BEGINNING ANY CONSTRUCTION RELATED ACTIVITIES. ALL PROTECTIVE TREE FENCING SHALL REMAIN IN PLACE UNTIL COMPLETION OF ALL CONSTRUCTION ACTIVITIES; ANY RELOCATION, REMOVAL, OR MODIFICATION OF THE PROTECTIVE FENCING SHALL OCCUR UNDER THE PROTECTION AND REMOVAL NOTES DIRECTION OF A CERTIFIED ARBORIST, WITH APPROVAL BY THE CITY. i 3. NO EXCAVATION, GRADING, MATERIAL STORAGE, STAGING, VEHICLE PARKING OR OTHER CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN 1. ALL SURVEY INFORMATION PROVIDED BY RO1 'ROVIDED BY ROBERTS SURVEYING, INC. P.O. BOX 7155, EUGENE, THE IDENTIFIED TREE PROTECTION AREAS WITHOUT APPROVAL BY THE CITY. OREGON 97401; Phone: (541) 345-1112. 345-1112. 4. REMOVAL OF DEAD, DISEASED, OR HAZARDOUS TREES SHALL BE ALLOWED WITH DOCUMENTATION FROM A CERTIFIED ARBORIST AS TO THE 2. THIS DRAWING REPRESENTS MAJOR TREES ~ S MAJOR TREES ON THE PROPERTY. IT DOES NOT, CONDITION OF THE TREE AND THE NEED FOR REMOVAL. DOCUMENTATION MUST BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR HOWEVER, ATTEMPT TO SHOW ALL VEGETAT DW ALL VEGETATION ON THE PROPERTY OR ON TO TREE REMOVAL ACTIVITY. CONTIGUOUS PROPERTIES, AND SHOULD NC AND SHOULD NOT BE INTERPRETED AS SUCH. ~ 5~ 5 5. THE REMOVAL OF TREES INDICATED'TO BE REMOVED' IS NOT REQUIRED; SAID REMOVAL MAY OCCUR AT THE APPLICANT OR FUTURE OWNERS' 3. ALL TREES TO BE REMOVED WILL BE CUT AN 1 WILL BE CUT AND FELLED. ~ ~P~ DISCRETION. ~o 4. TREES WILL BE LIMBED AND BUCKED INTO LE BUCKED INTO LENGTHS TO BE HAULED OFF THE PROPERTY. G ~ TRACT C 6. THE REMOVAL OF TREES SHOWN ON THE TREE PRESERVATION LIST SHEET UNDER THE "DISCRETIONARY TREES ON PRIVATE LOTS" LIST IS NOT REQUIRED; SAID REMOVAL MAY OCCUR AT THE APPLICANT OR FUTURE OWNERS' DISCRETION. TREES ON THIS "DISCRETIONARY TREES ON 5. ALL LIMBS WILL BE CHIPPED OR HAULED OFF 1 OR HAULED OFF PROPERTY. ~ 5 ~ P~ PRIVATE LOTS" LIST WILL BE EVALUATED AT TIME OF BUILDING PERMIT SUBMITTAL FOR THAT LOT. 0~ ~ V 6. ALL STUMPS WILL BE REMOVED DURING PRE 7. REMOVAL OF A DISCRETIONARY TREE WILL REQUIRE THE PLANTING OF 1 REPLACEMENT TREE FOR EVERY TREE REMOVED. REPLACEMENT VED DURING PREPARATION OF SITE FOR CONSTRUCTION. ~ TREES TO BE A NATIVE SPECIES, WITH A MINIMUM CALIPER OF 1 1!2" FOR DECIDUOUS TREES AND A MINIMUM HEIGHT OF 5' FOR CONIFEROUS 7. CONTRACTORTO PROTECT TREES TO REMA TREES TO REMAIN FROM HARM BY THE WORK OR a,y~ ~ ~a _ TREES. INDIVIDUALS OR EQUIPMENT INVOLVED IN E~ _ F INVOLVED IN EXECUTING THE WORK. y ~ i ~ ; ~c ~ 8. IN THE EVENT A LIVE PRESERVATION TREE MUST BE REMOVED AS A RESULT OF PROPOSED CONSTRUCTION ACTIVITIES JUSTIFICATION OF THE 8. ALL TREES VERIFIED ON SITE BY A FORMAL 1 E BY A FORMAL TREE ASSESSMENT BY SCHIRMER SATRE GROUP. ~ 0 / s i'~-o 669.<, mb 6 • ~ REMOVAL MUST BE DOCUMENTED BY A CERTIFIED ARBORIST. DOCUMENTATION MUST BE PROVIDED TO THE CITY FOR REVIEWAND APPROVAL TRACT D 6 d . ~ ~p ~ v ~x~~< c6 / ~ . • ~ . ° • m c°NCREre way PRIOR TO TREE REMOVAL ACTIVITY. REMOVAL OF A PRESERVATION TREE WILL REQUIRE THE PLANTING OF 1 REPLACEMENT TREE FOR EVERY ~ TREE REMOVED. REPLACEMENT TREES TO BE A NATIVE SPECIES, WITH A MINIMUM CALIPER OF 1 112" FOR DECIDUOUS TREES AND A MINIMUM HEIGHT OF 5' FOR CONIFEROUS TREES. ~ ~ . • ~6 ~ o it NdSV j0 3` 3 I u ° ° ° N ~~0 ~ ~ 006 g ~ _ m~~ J 9. IN THE EVENT A PRESERVATION TREE MUST BE REMOVED THAT IS NOT THE RESULT OF CONSTRUCTION ACTIVITY (LE. DEAD, DISEASED, OR ~ ~~T - - - 1372 / ~ z ' ~ HAZARDOUS TREES) JUSTIFICATION OF THE REMOVAL MUST BE DOCUMENTED BY A CERTIFIED ARBORIST. DOCUMENTATION MUST BE PROVIDED ~ TO THE CITY FOR REVIEWAND APPROVAL PRIOR TO TREE REMOVAL ACTIVITY. GENERAL TREE CARE NOTES , ~ 0 0 ~ - 908 o n g08 ~ THESE TREES WILL REQUIRE NO REPLACEMENT. ~ ~ti G\x _ o ~3 t1 / ~ X \ T / \ ~ / D3 V ~ /~x 10. IN GENERAL PLANTING WATERING AND GENERAL MAINTENANCE OF REPLACEMENT TREES SHALL BE CONDUCTED BY THE PROPERTY OWNER IN / 6 ~ ~ 1. PROTECT PRESERVATION TREES TO REMAIN E EES TO REMAIN AGAINST DAMAGE. THE CRZ (CRITICAL ROOT ZONE) ~3 eg ~ S ~~dH / ~ / v ~ / ti A MANNER THAT ENSURES THEIR ESTABLISHMENT AND LONG-TERM SURVIVAL. SHOULD BE FENCED OFF TO KEEP CONSTRUC / + ~ti <EEP CONSTRUCTION ACTIVITIES AWAY. THE FENCING IS TO FOLLOW ON THIS PLAN. THE FENCING MATERIAL SHALL BE HIGHLY VISIBLE, y ~ / I ~ e ~ THE "FENCE LINE" AS DRAWN ON THIS PLAN. 1 \ 11. TREES KILLED / FELLED IDAMAGED BY ACTS OF GOD WILL REQUIRE NO REPLACEMENT. ORANGE PLASTIC, WEBBED FENCING 4-FEET F i ENCING 4-FEET HIGH ATTACHED SECURELY TO METAL FENCE POSTS ° ~ s L ~a o ~~m L~ ~ % ~ ~ ~ ~ ~ ~ m _ 1 / DRIVEN INTO THE GROUND AT 6 FOOT INTERV~ / _ 12. NO TREE(S) IDENTIFIED FOR REMOVAL, OR DISCRETIONARY PRESERVATION SHALL BE REMOVED PRIOR TO ISSUANCE OF BUILDING PERMIT, OR ADEQUATELY DURING CONSTRUCTION SO AS F 6 FOOT INTERVALS. THIS FENCING SHOULD BE MAINTAINED ~ I ~ 9 I ~ 1 % 182 a6 \ aN N 0 - PINOOD %2/ \ \44 QUQ.M ~ LOT 22 / /e~6 ~ ~ oa'K ~ " , OTHER DEVELOPMENT PERMIT WHICH AUTHORIZES DEVELOPMENT ACTIVITIES IN THE AREA THE TREE IS LOCATED IN. CONSTRUCTION ACTIVITIES, INCLUDING STOR -RUCTION SO AS TO PREVENT ENTRY INTO THE PROTECTED AREA. ALL NCLUDING STORAGE OF CONSTRUCTION MATERIALS, SHOULD BE 3 iii s 6V 86 a - - .~r~Sp n I \ I o0 / 3 ~ , o I ~ / 80 ~ ~ ~ ~ ~ ~ T / /V ~ I ~ ~ ' CONDUCTED OUTSIDE OF THE TREE PROTECT TREE PROTECTION FENCING - EMPHASIS ON "ALL". ERECT THE • - 3 n ~~k ~ ~ ~ I\ p% ~ ~ / _ / D a ~ / ~ ~ 1 166 ( / ~4 716 13. TREES REMOVED IN TRACT A AS A RESULT OF INSTALLATION OF STORM SEWER SYSTEM WILL BE REPLACED THE FALL IMMEDIATELY FOLLOWING FENCING PRIOR TO COMMENCEMENT OF WOR ~ ~ CEMENT OF WORK AND REMOVE IT ONLY AFTER WORK IS COMPLETED. ~ ~ ~]2748 Z = ~ \ T / x 43 FA{\ OOAK OAN -Atn `100Aft _ ~ ~ ~ FR '4 oaK TD \ ACCEPTANCE OF THE SYSTEM. REPLACEMENT TREES TO BE A NATIVE SPECIES, WITH A MINIMUM CALIPER OF 1 1/2" FOR DECIDUOUS TREES AND ~ A MINIMUM HEIGHT OF 5' FOR CONIFEROUS TREES. 2. TREES BEING REMOVEDTHATARE INCLOSE F o FARE IN CLOSE PROXIMITY TO PRESERVATION TREES WILL HAVE ~3 / m " ~ g8 \ ~ 1 FIA \ % \ a i 9 \c~ ~ x 2 \ t, ~ ~ ~ x ~ ~ ~ / 1 RUC FIR / x4 715 /e - mew an,' ~ ~ W I OAK ~ 715 ~ \ THEIR STUMPS REMOVED WITH A STUMP GRID -H A STUMP GRINDER SO AS TO AVOID ANY IMPACT TO THE CRZ OF 33 ~ n ~ / I ° ~ ~ ~OAPPLE v ( FIR I 1 / /x, ^'~'o~ ~ ~ / ~N ~oAK 'sa A ~ ~t~ THE PRESERVATION TREE. STUMPS SHOULD ~ TUMPS SHOULD BE GROUND TO A DEPTH OF 18 INCHES OR LESS. \ ~ ~ ~ ~ f 14 ~ ~ / 066 ~ / 250/ \ /y ~ 7: I ~ oARa: ~ ~ / OAK%2 l 14 ~ 1 3. AFTER CONSTRUCTION IS COMPLETE AND LAP MPLETE AND LANDSCAPING IS BEGUN, THE CRZ SHOULD BE / . ~ ~ ~ ~ 2 ~ 36 A ~ } C`~T 2 ~ ~ MAINTAINED IN AS NATURAL A CONDITION AS f k CONDITION AS POSSIBLE. THIS MEANS THAT IRRIGATION SHOULD BE \ / FIR ~ ,.F.-°^'"".. / \ ~ ~ ~ • \ / PLE / ~ ( 838 3~ I ~ ~ ~ ~u u~oAlRt ~j~ 1 KEPT TO A MINIMUM BY USING PLANTS AND TF / c °a \ ~ THROUGH DRY SUMMERS. ACTIVITIES THAT Af 3 PLANTS AND TREES THAT REQUIRE LITTLE OR NO WATERING ;TIVITIES THAT AFFECT THE SOIL SHOULD BE AVOIDED. ~ ~ A 47 ~ / ~ ~ ~g788° Sd315 31380A08 45WEETG ~ ~ ~ 3 / A F~F ° ~o /J `RSWEETGUM _ SPROSE vv Y - IR ~ \ wM 3L3aavoa( ~ \ / %A v ° ~ m V ~ r Rcti ~ 4. PRODUCTS FENCING: TEN STAR SAFETY FENC .c / AR SAFETY FENCING / ~ I ~ N °fi ~ 1s4~~ ~ II ~ ~7438 ~ p / I I OA ~ `B SWE M ~ \ / I \ \ ~ _ \ I z oNC ' \ ' eFT / v ~0 5. EXECUTION IRRIGATION: WATER REMAINING P 'ER REMAINING PLANT MATERIAL AS NECESSARY TO MAINTAIN T v , v I _ a ~ 1 v / wq / \ HEALTH. ~ 0 ly / \ ~ \ 4 OAK i T , ~ ° 6. EXCAVATION AROUND TREES :EXCAVATE WIT ,z i ~ n o 7 7 I ~ ~ 1 ~ ~ 1 43/0 m NECESSARY. DO NOT CUT LATERAL OR TAP R °w ~ v : EXCAVATE WITHIN DRIP LINE OF TREES ONLY WHERE ABSOLUTELY ,TERAL OR TAP ROOTS. USE NARROW TINE SPADING FORKS AND COMB ~ I ~ ~ xn IA ~ z ~ ~ FIR / / 1 ~ ~ ~v'e ~ ~ ~ I vcL 6 z o / ~ I ~ w ~ ~ ° <w ~ - - SOIL TO EXPOSE ROOTS. RELOCATE ROOTS B .OCATE ROOTS BACK INTO BACK FILL AREAS WHEREVER POSSIBLE. IF ~ ~ / n cm ~ v - / I \ a - - ° 5 LARGE LATERAL ROOTS ARE ENCOUNTERED, I I ~ ~ ~ ~ ~ ~ °^°~Pa, w~ _ ~ ~ TO BEND AND RELOCATE WITHOUT BREAKING ENCOUNTERED, EXPOSED BEYOND EXCAVATION LIMITS AS REQUIRED HOUT BREAKING. IF ROOT RELOCATION IS NOT PRACTICAL, CUT ~V i / 17 II / / ° 'p., \ \ b095-~' 0 199 / B ~ 44 I ~ / < / ~ v I om RE~+ ~1~ i ~ ~ ~ °~~°~N3~ vHO+ AC S ROOTS APPROXIMATELY 3" BACK FROM NEW 99 / ~ / ~ v. ~ - v 4CK FROM NEW CONSTRUCTION. DO NOT ALLOW EXPOSED ROOTS TO F ~ / / 1 /a m \ \ 6wM 3L~FJ~6 x o ~ LMP~ ~ `y I \ ~ I / k 1 y~ 7g A 7 \ ~ ~ I I ' ~ - - 0 T, ~ ~ \ DRY OUT BEFORE PERMANENT BACKFILL IS PL } I • ~ ~ - - - - IT BACKFILL IS PLACED. PROVIDE TEMPORARY EARTH COVER OR PACK J / \ • ~IICH~~N ~SFIR II 1 ~ - ~ x77 / ~ a I DOO \ ~ I butlbV ~O . w v BR,R ~ ~ ~ - ° WITH WET PEAT MOSS. TEMPORARILY SUPPOf ~ v } / ~ _ o41z41 ~ ~-v vv PERMANENTLY LOCATED AND COVERED WITH ORARILY SUPPORT AND PROTECT ROOTS AGAINST DAMAGE UNTIL ) COVERED WITH MOIST BACK FILL. / ~ IR ~ / 2 \ ` I O~z \ ~•I~ 1 ~ 13 ~ / 13 / a n - X16 E~ C~ N } ~ - _10 ryVjp~= LE\ese\ AR e's ~~~9, ° ~ 16°3 1 ° s e~9 °`o„ q~ ° Houv zz I 'o, i ~ ~ ~ - S _ lz9z~ 1 ' ~ ~ m PC v ~ ~ I t / / ' ~ - - OS - cen 6L ono / ~ 1939 <A ~ o \ \ - L~,, 9°~ 9 / ~ ~ 441 7. PRUNING: BRANCH PRUNING SHOULD BE LIMIT \ ~~~4 R/~F / \ \ I p/~ / _ - 438~~'1~41442 G ~ \ ~ f SHOULD BE LIMITED TO BROKEN, DEAD AND CROSSING LIMBS. THE n ( \ c ~ ( T o ~ ~ FIR ~I' y ~``~a io nK - T 4~ R m - - wW v / ~ - ~ I o o BRA ~ } v } BRANCHES SHOULD NOT BE CUT TO COMPEN~ ° zs° \ 3 / I ` 1 \ ~`°'-v, v ~0 3 0 ~ F / / oaK - / /o~_ ~ 10% z I `v ~ INCLUDE SOME THINNING TO PROVIDE LESS U1 ;UT TO COMPENSATE FOR ROOT LOSS. CANOPY PRUNING MAY PROVIDE LESS WIND RESISTANCE IF ROOT LOSS COULD CAUSE 1 I1I I ( \ 1~ ( ~CRF 1 ~ ~ ~ 65 \ I~ I I I ~ TFA ~ ➢ LCHERR. \ ~ \ ~ "`4-f _ 3 ~ ~ ~ i ~ / 1 3 ~ ° I v POTENTIAL BLOW DOWN. ' ~ I ~ I ~ 6 I ~ j~, J6 ~ 7 FIR ( ~ I o I ~ ~ / ~ - - I ~ ~ ~ ~ ~ ~ \ Y ~ ~ ~ . _ I ~ I A I LOT ~ I / .v ~v ~ v ° v ~ 51% 1 ~ 1 ~ I A I ~ I SP UCE / 202 ~ ~ ~ o A~V A ~ / 4 I _ . / ` T ~o A AC7LaAK / / ~ i X652 ~ ~ ~ ~4MAPLE / v~ ~ 10 / 146% 64/0 v I I ~6 APLE R ~ I A} ~~4 aAK ~ ~ ~ ~ ~ I 6m ~ ~ ' ;1~~ I ~ o / 1 T-~ fi 91496 ! I 1vv I r / ~ I / ~v v A s7~ v\ou-, ~ / ~ v A s}~ 6 I ~ MAPLE l ~ , I o 4°/ 9n dd1 \ ah/ ~ R ~ \ ~x IR ~ A ~ } 47/0 2MADA Y \ FI ~ x } f \ \ \ \ n _ I I f a 19s6 Fi 99s / LEGEND ~ - ~ / \ \ / \160AH\\9>~ ~ ~ / 00 ( \ \ x3ss~ \ y3`~ I I D I 4• I I ~ 4 I \ ~ 3~I / \ FIR ~ ~ I AK\ e ~ u x ~ nd . ~ 1 / iR / A I I 1 1 9 w ~ T y ~ v ,LOT 3} r >~0~~ 1-~ ~ I / / ~ 0 v / T 4 ~(3~ 3s r° ~ T ~ A X36 AK ° ~ o / % v ~ \ I vv AA ~~1 ti I / ~ v / ~ 15~ / ~ V o 1; 191 ~ LET 25 41 !o. / v v`,. ' ~ ~ x ~ y~ ~I L 33 m ~3' BAR I ~ '58M 23° / ~ vv~ ~ ~ z / I \ T ~ ~ i ~ , 1 ~ o ~ / , - I I ~ / / J ~ / I v, A ~°MAPLe` 1612 ~F A / / v ~v RIR ~ I ~D' li ~ ~ ~ MAPLE / 26A ~ ~ SPf7* 555 T {r~ / \ ~ \ i ~ ~ I I / \ ~ 90 ~ OAK / A o v PiR 1 ~o APLE zoAK I / r 1 V v ~ / ~~,,ess T 7 /a v } 1 ~ ~~'y, ' ~ V I V v I ~ ~ A i' 14 ~ / ~ EXISTING ROAD L150AK k\ a41 \ 1 i ` o / 6~ ~ ~ V A V ~ / NG ROAD EXISTING CONIFEROUS TREE o ( / ~ I ~ oMAPL ~ I ~ ( zasP(E(m~~~71 ( ~ / ~7 /0 ° \ ~ I I ( ( ~2CHER I P 0 91634 \ \ ~'43 \ / \ \ \ / I / ~ 42/0 v ~ zREDwooD v v ~fitqq,, /0 44, o~~ ~ / / fish 41fi \ \ L3'4 MAPLE LET `V / \ R 146•• % \ ` ~ - / X (SEE TREE PRESERVATION LIST FOR REMAIN/REMOVE) zR ~ / 61 I• \ 3 5 1 / \ \ / • ' ? / FIR \ ~ MAP P / / / =L / MAPLE 39/ } 14 RED OOD 633 \ \ / 4 y ~-I }~i2 CrEAHJ- \ ~ X / / \ / I 63 RED OD \ \ / -L T 1 16zz ~Z61sPLE• o° \ ~V''I 317%, ~ /b° / \ / / ~ 1 1 ~ ~8g ~ / / ~ / ( ,I e / ~ 63 WOOB~ MAPLE %3 ~ ~ ~ 91ss 1 ~p9~"~ / \ \ / ~ I ~gE~{ ~ ~ ~ 554` s41 ~ ~ / ro z \ } 6~R.a^7mP• 9iZ\ ~ \ 14F iMR4 I / ~ I \ 1~ / ~ EXISTING DECIDUOUS TREE ~ ~ ~/6_ ~ ~ --LOT _ti~ , - 45% I ~EDP •.aq~ DwooD ~ ~ ~1ss3R I~ 35°/o coNCR~ e wA1~' ~ I - LOTTO 1 _ , I•~ "^R4R ' D PIA °MR4FIR ~ oAK / - ~ ' I ~ ~ R ~"~~4"4%ia iR ` g° _ J ~ °~1 R " } - ~ I / PROPOSED ROAD WIDE \ ~ q 691 ~ ~iss6 X 1 (SEE TREE PRESERVATION LIST FOR JSED ROAD WIDENING REMAIN/REMOVE) II zM ,13/0 ~ ~ ~ i / _ _ \ --r I /1 z gBFpwooD ~ T Kxz / /1 _ - \ ~ o= I PERVIOUS PAVEMENT 1 69 o ~ / ~ a~ cm ~ / OUS PAVEMENT - - r A~Q ~ ~v x17M / / vvvv es as ~ ~ ~ - ~ / ear / 1 . Heey.. \ 46~/°I\ RED ~ 32 /o C~~--~ / \ ~QT ~z i } v / z~ ~ H . ~ ~ / / v X64 s 23% - / - S 't \ oo 3% v ~ ~ ~ \ E / ~ ~ r• ~ r~ - , v I ~ ~1sE0 / } v / E / /1 ~ I A` I ~ ~ A ~1 iR ~ A ~ AK /~s9e ~ v vv / EXISTING CONIFEROUS TREE TO BE REMOVED 4 ~ _ ~ ~ 16 I I 24°/0 ~ ~ ~ I ~ ~ LDT v ~ ~ ~ ~ V A 6z° 619 OAK ~ ~ } v mm / I a6o ~ ~ A 6 1 ~ . 23% `.ncotlERRV v p., ~I ~ e5 _ ~ 4%a FIA \ R I a• ~ x ° ~p/0 ~jro. \ 856 ~ x OAK '86Y~ A\ ~ \ . L MP K I ~ ~ ~ I ~ OAK \ ° -,C°NC E3E' LK ~ / AK ~I I I ~ ~ - - 3/0 I I ~~ca ETvwa ~o~// PROPOSED SIDEWALK JSED SIDEWALK 4 ~i i ZF BO 10.~~., 32 /a 3 ~ \ ~ 65 ~(t 65 ~ / ~ 4 _ ~ LE P ~6 / I i • i / 2 ~ ~ ~ T~ ~ IRS ~i,•vv ~`v I vv i r ' ~ / ~ ~~2~ LET 2 ~ EXISTING DECIDUOUS TREE TO BE REMOVED / ~vv ~ K \ I I 1 / I MAP 5~ ~ ~ \ ~ / ~i / / ~ / ~ ~ ~ l~ ~ / v PiP V vv ~ iR~ ° A ~ - ~ I / A ~ ~ Im P - _ 1 ~ ~ V / ~ /1 e /I 1 f ~ /~u~t 797 \ o? / ( / ~ / l/~ ~ ~ A o ~'T v~~ 1 RiR 9n6 v1 v ~ z A ~x TREE PROTECTION FENCING _ ' / FIR / ~i A ~ X37 / ~v,r _ / \ ~ / \ ~ I (Y M ~ 1 799 ~ / 6i'1~c-~~' / $q4 / 1117 850 ~OPE \ ^'^u. \ Y x \ ~ ~u ~e~ 1 ~ ~ / I '~/~'~9°/ ~ A~ 1 T •~~'~G t3'20AK \ ~ ` 1°1 n~ ~ \ ~ _ 34% 2°/D v v`v / T"/, v• I vA / 1 ~ 1 w 4oA z, q s ,!6 ~c)9ERRV ~d4PRAP¢ I ~ _ ~o I s3~7 ~ ° / M P~ x 1 42 - ~g V ~ ~ - ~ ~ v-L I ie ~ VI ~vv o / ~ T/ T/ \ ~ ~ /a C' ~•ms PROPOSED PRIVATEDF JSED PRIVATE DRIVE 22/0 8 -r PLECL ( / `103MAPLE \ 28%~~ ~ ( HERRW\I I.....,_.. _ 161 PLECLMP M6P g36 ~HERRY CLMP l.~ ~144M4PL~ / I I x ~PLk~_ H ~ TECHNICAL FELLING T (TREE TO BE EVALUATED DURING I ~ ~ . ~anwl `~Jl E ~ ~ ~ \ I .L[ ~ \ ~q~ I y 6 (APLE L~ x ~ ~I 838 ` _ s~3%~ 7 7v I ~ \ v ~ 1. 27 /o ~ nPLE ~3z~23 I " -p-- ~ LEC~MP J le / / I . _ ~ LE Zia- x ~ 17 ~ ~ I/~ 8 SOg I I ~ ~8g6~ 86 P° FiR CONSTRUCTION I /i fi04~ °IO-MA ~OMAPLE ~~~33(~}.'~~~~/,, 6 E-Ma ;~56 v4 1 ~ 1 I' ~ ` \-1 ~ x 16APLE ~5d q 6 ~7[~0 0 L~ x ~6- LE (MAPLE 4 R 4d.- / 3~ ~ ~ \ 4MA \ MA ~ - ~ ~ / 4 MAPL z~ ~ 5°/b• ~T ~V°v ~ ~ / 7% } Wiz.. T o / I \ I I 0 1 - sT OF ROAD OR HOMES) x PLe ~ - I 30% ^0G n ~84a-y - ~ 19 A ~v v ~ ~ ~ z I / _ / I \ 1 9 ~a22~so I 1y,~ ~ V 83~ \ ~I__' -1~ ~ APLE ~ ~ ~ / E ' 1 / / .NRRFttA9P~.-....,..,8, -I \ \ / / \ 4+f NIAP / ~ ~i / fv 1 / ~ V / i / I o iR ~ . ~ /l / 1T RoNE 8e/ °y / 1 I \ ~ ~ ~ ( •lBO ~ i ~ 3z ~ } PROPOSED DRIVE (TO E JSED DRIVE (TO BE All~ PERCENTAGE OF CRITICAL ROOT ZONE / ~ ~a-0 ~ ~ LE 6 ~ 545 \ v / P ~f ~~PCECL~P i>,47 LEVY ( ~ ~ T ~ ~ \ \ ~ / IA ~ APLE ~i r / / ~ g° / I \ I / 1 FIA ~ ~ } I / i ~ ~ ~ ~ EVALUATED AT TIME OF ~ } ~ ii ~ ~ I / ~ 1 IATED AT TIME OF DISTURBED \ \ % ~ ~ \ / 1 FIA i\ \ \ ~ t I ( / _ Y CLMP /~~~cLMr. 2 MAPLfCLMP M PLE \ ~5L 8~- APL 21 PLE \ 'v, ~ \ / ~ / i ~ ~ ~ / ~ it ~ ~ ~ ~ BUILDING PERMIT SUBh t ING PERMIT SUBMITTAL) \ / / !y~P L '~67766~~PLE) ~ \ .,752 \~7~50 B3~ ~OOAK x x \ ~ \ 46 - v / , ~ FIA ~~h A v E VA' MAPLE 1 a9 ~ 0~ v HERm / aP E ~ ~ ~ w,, ~s ~ r I` ~ Rio E I I A ~.~L zia LEC~ ~ 1 y A pls. / ~ ` - / i 69 I / 7- \ ~ FIA • ° ~ i ~ / / °6 / ~ IR 21% ~v ` I 1 ~ FIR \v / ~a ~ ~x "o PL ~ F v~ ~ 7 x I g ~ i ;~F~a ~o q I \ v 1 / ~i nwpi Aga LEI \ s ~ . +-t / ~ ~ sea 1 f~ FI / / ~ y, / / I ~ - J/ I v ~ ~ ~ , ~ , ° ~ ~ ~ 6z ~ ~ 8~~ ~ ALE PLLL~ 4 I v I ~ _ ~4s / ~~,,~,,71 /v Leo 7 &7a / ~ ~ / / 29 a ~ 6IomAP ~ ~ I v ~ - _ / ~2/17r ~ ~M PL~d ~vLE 81.... ll54 \ r \ i ~ ~ ~ %l.r _ ~ / / / ` x x I/ o ~ ~'t- / ~ PROPOSED PRESERVA~ ° } ~ ~ ~ ~ JSED PRESERVATION AREA CRITICAL ROOT ZONE \ / 1 1 2 FIA I ~ / \ ~ ~ \ ~ ~ \ ' !1 ~ 96 / / ~ ~k4 _ 7 x 755 L! x - 8 / / \ w ~ SP,vAPLE ~2 ( \ _ 1 / J / -L 73 ~2MAPLt/ MA € / 0 04 ( ~ \ p 6 j / / ~ / ~ OIO I LHEAAI 3 I} y ~ mm ~ / (HOA) s'. - - Ir ~ ~ I~ ~ -~sa _ ( ~ MAPLE 1 l Ivy ~ A I ~ \ 1 ~ I~✓a ~ ~ir`hAPL \ / / APLEC4MP ~ r 21 ~ / 8 \ v I / / I ~-.l ~ zozo s 1o.HER v ~ 4M I ~ I \ z 7~ \ ~ I ~ A I ~ 7 I /v ------~Ma ~ V A~7,~ I ~ 1~ 3a A a oROrrE 1 ~-~6~ ~ I ~ z~ 0,1 I-- ~I l~ ~ o :I / ~ ~T-'B CHE / 1 / ~ X71 \v ~ ~ -'1 (noo / 1 ~ ~ ~e~n~L~cLn~ ~ PLEV \ 4ua~ °`30MAPLE I -A • ~R ( ~ I / ~ ~ _~bq,q x o MAPLE ' ~ / i I / ~ _ ~ I A \ ~0~metE ~ - I _ \ ~ ( a d(~~ ~ A I 60I ~ ~ / li ~ / 11 \ A3~ / I 'V~~ l \ I -t" L s 1~ - I A 1 g76 -1- ~ " ~a9e ~ ~ \ ! 402- ~V ~ \ i6 AP!F g' \ ~a~ vv A MAPLE \ ~_I »o aPLECLMP~ I I l `§MAPLE • v~~,'~_ ~ 2 , f ~ ~ . ~ ~ ~ / q~1so , , / ~42°10~_. /via. 6 ~ x 1ou II ~pp ~ ~ 3 R 6 LE / ~ LEVELSPREADER v A sea ~ I I / Ma I i o° \ V I a A X13 E ~ PL~~I q\ r~3p7e1 ~o PLECLMP ~ Vv \ I1 \ ~ / 20 / -~M~b_ I / i LkoM PLECLMP I 7 o A A ~ \ Fw ~ / ~ ~ v I / h ~ T~ v ~ ~ ~ / ° ~ yL1 , ~ PROPOSED PRESERVA~ /0 ~ 20AK ~ ~.......1 / / 6 ,,T K y R (INDIVIDUAL TAX LOT) JSED PRESERVATION AREA IDUAL TAX LOT) v , iMA~LE\_ ~ / LE ~ j I gopLE 4 ~ _ ~oss~ 8eg~ a°" 079 v 1 v / / h ~v \ 382-- l ~5- \1 ~q779 MAPLE x 0 MAPLE ° MAF MAP~i 2 MAPLE \ • I \ / ~ ~ 1~/ / / ~ \ \ ° \ ~ S 2 R ~p~c ~'I ~ / \ /`$OAK 39 / ~ \ X083\ ~ ~ \ ~ \ ~ / ~ ° If \ SE . Sfi4\ 71~ii_ / LKiabT - ~ 780I / \ ~ \ \ ~ j / >9 4/ .,nR7 ~ ERRY~ ~ , \ \ ~ ~ ~ I M PL ~ 3 I ~ ~ i •_1- y / v ~ v / 2/ ~Mi~a!e 62 1 _ ~ ~ _ / / s ~ ~ ~ ~ 6 I / ~ 87-x- / ~ 46 X~87 E ~ X78 I- \ / \ / 393 ~ FIR 2 061 FI \ -C ~ ~ i7 . ( ~q4 - I . 7I \ / ~ ~ '~i2 MADF.BN 19 //C •70 / \ ~ y.T~- ~'7z / `IO MAPLE ~2 x143T-_\ ~ -_~~&IQ y~ `8M 365 APLE P ~ / Ij~ / ~5' FIR I~tg ~ A`~ PLE ~ - / \ ~ / ~"'~~L:~ioceE 4 oes ~ A sob Ae LECUnz~ \~c~rtRV~I ~Xj ~1 / ~ / ~1~ / ' 97 x931 1 /V / ~ ~ PLE \ .«°s ~ : h ~io~rwPL~` 'I APLE .vim ~ / a ~ ~ lu I ~ ~ ~ x / ~ A 98- ~ ~ LE / \ Z 0 74 _ APLE . \ ~ \ \ 7__--_~-~ ~ ~3 90 ~O MA \ 3 ~ 4 x°10 MAF.c 1 ~ ~ i- A - o / Lf ~ a~ ~ 9s ~ ~ } ~ I - ~ 1 EXISTING FORESTED Af ~J x.~~-` 1~• ~ ~ 4/ 6691>< ~ 8°/~ - / ~ o / 2~° obR AK I- NG FORESTED AREA TO REMAIN ^o ,f„~~2M4PL~'H'z- J k 1 569 / \ ~ IA Z 422 79g- ~ 1441/ ~p PLE\ \ \ 0 P CLNfP 2C1HE •l~ T42 ~ ~ 30 \ `9"MAPLE \Y FIR ~ t ~CH I 160 L' I D\ ~ ~ / /MS2 FIR //0 ~ 960 PL~1'OMAPLEI_~\- ~ \ ~ ~ ( 0"MnnnPPPLE~ 9 ~ 7x__l~~' } PiR riR / P i o ` I ~ ~-1- ti- Id Pi I ~ ~ ~ a~ i ~ 0 137/0 _ -fir- ~ 1 ° I II 12 _ ~ I ~ ~ CITY OF EUGENE PROP 1 , 84 I } I~ /i i ~~`X~'\ I'} Q ~ ° LE ~ T \L 6 {~Fq,~ / ~ ; I I L ~J \ / ~ )F EUGENE PROPERTY V y+°~g3gz ~ ~ / 8z >g6 ~4- ~y440. ~RV ~ ~ I ~ ~ 2 0 ~ ~l FI r L 76g_ \M°2 RR ~ i~ ~ 4 x20 ~ `10 MAPLE ~`t- ~LH~ X107\ \ \ 8- ~ ~R \ MAPLE ( 1.-_„ IR ~As6 ~ ~ - ~'>6 ~o ~z 36~PLECLMP \ ;R ~ -2 A \ ~ e l ~ v~_ ~ ~ Avv~ ~ ~ ¢ze Jj r 6 ~ PI v ~ 1 / ~`M3.oi F w ~ s M~P,y ~ • ° ~ 6a~ } ~ 9~~, ~ ~ P 1 0 ~ ~ . ~ ~ a r ~ s4s vv ~ 69z _ Lam- 6 / \ ~i~ , ~ - ~ \ - ~/&S ~ ~ ~ ~3e ~ / / 6~~ _ / s3 ~ ~ ~ ~ ~8 ~ aPLaPL 6uav ~.~aP~ie ~ P6 ~ ' ~ I -.O FIR I 6 1 2 \ \ x lb9 ~ 1 \ ~,82 /1 1 -fav7 - ~~k~_ ~ ~ ~ a, <x~4. ~ _ ~ . ) r~ . A ~ \ 9.,v ~ A ~ ~tc~i ~~iMnP~ss~- / \ v L~P / ACE-c o~ "ter vv ~ ~ I v , ~ (/~~1 1 7b6 =OMAPLE- ~ 1 ~ ~ ~ ~ '6 Ig FIA \ ~ x2 ~ ~ M MM=PLE \~U \ 6'\\ \ R\ \~L/E/~ 1~ ~ ~ OA I J%0.\\ T~ ~ \ L 42 84Q ~j~` FIR ~ x-$94- 0@AA~ 7/ / x ~ v ° \ 8 ~ i ~ L ~ ~C ~ ~ ~ FI~38 ~ g ~ IR ~ ~ `I- AFLFv r~/11/1~ - ~ ~ I 26 U~ FIA ~ x FI^~ \ Fly- MAPLE w~ ~ \ ~ \ HEAA OAH 1 ~ ~ ~ MAetE- , ~ E ~ piR ~ ~ ~ ~ ~ ~ ~7s ~n ~ a~1 °/q ~ ~ ~ erv~~ ~ vv - - ~ \ ~ ~ ~ zL .r, ~ _ -aaa ~ F - _ - - - SD- - - PROPOSED STORMW )POSED STORMWATER x1 -7~ - - ~ z ~ V ~ 1 iR ~ ~ ~ X"40 FIR 54~ ~ ~ ` G^. FIR J6 ~ \ FIR 1 ~ ~ \ R ~ ~ ~ 6 ~ ~ ~Fi SN - 7 ~ 1311 x 10~ ~ ~ 9V 7 76 4 \ ~ ~ 1 \ 2 ~8 / R ~ ~13€ ~ 840 / T ~ APLE ~ ~ \ / / ~ ~ _ ~ s -C7a . i I I -T ~ ~ - _ ~ / HR A ~ ~83~ ~ ~ IR ~ I C~, W~a9~4L 12noMPLE • ~ ~ -1 ~ ~ o ~ P i _ ~q x ,53 `i6,AAPLE 750 _ ~ ~ ~ 2 FIR _ 8 ^ a ~ 1 1 iR~ FIR ~ ~ \ \ FIR 2 ~ \ / ~ x 7a 748 2P F ~2 ..2015 /I^@2 FAR FAR ~ ~ " ° 3a ~ ~8 ~ ~ 9 ~ 87p ~ ~ ~ p✓ i Ts4 ~ o HR-~ ~ v ~ ~ i ~ ~"Y ~ 1 ! ~ I M 'ae P~Ma ~ awl-~- ® PROPOSED WATER N ~ - ~ A \ ~ i . _ P ~ 6735 HEAAY / 832-- ~ BCFIEAAV ~ ~ 8-~ ' ~ / 1 _ ~ \ ~ 4~0^ / ~ / 850 ~ ~ )POSED WATER METER MAPLE 12 MAPL 756 x xq~2 FIR ~ F}8 PLE ~ 11E. ~ \ i 74fi ~,1~ MAPLE ~ 13 010 ~ ~ x 3fi PLE 6 \ \ \ \ x152 C~ h~ 14'CHEBHY ~ ~ . / -V ' ~ ~ i3 ~ S. IR 830 ~ ~ _ ~ ~ ~ FIA / I ~ \ 1 ~ ~ ~ ~1 - ~ ~ - - - -W- - - - PROPOSED WATER L )POSED WATER LINE ~ 744 2MAPLE x40-"FLECLMP 201~~ ~ln'11 x 062 -x flR A6 444 68 OOAK I, i , ,Lx1~L., Ap.E 72 34"s 14 FIA '°'~'FIR x"~: ;d FIR ~II~_ MAPLE ~ FIR --7 1445 `3 MAPLE 221 'R ~4M npLE 1 / / 40 ~ APLE ~ 2 1376 74 2- 4MAPLE MAPLE ~ FIR 7 ~19 FIA x+ FIR aMAPLE - FIA ;34 (.~4 66 150 0(~148 / / 828 `B MAPLE X3'2 MAPLE 0~~~ ~ \ ~ V ~ -x* ~ 846 _ - / 826 \ x24 . i~ 8£8 / 1 / ~ ~ ~xTs9 T,ST , _MAPLE 1 _ i - - - - PROPOSED WASTE VI )POSED WASTE WATER SERVICE 38 `B MAPLE 2006 x --772. 3 R IR ~i`2 Mq~MAPi6: MAPLE 806. / 73 (q~'~49 ~F A ~ g458 ~ 6 18 FIR k 35 6 44 `$M~4PLE 77 ~VY `SQ MAPLE ~1~1 / x~ `A LHEAA7 / 82p 824 X1'9 MAPLE ~d`4 DHERRY ~ Z/ ~ - - - ~ / R .820 ~13N~A."'.: x ~'y ~ A g / ~ / 816 a 32 SF7 h56 83 ~FIR\ / \ 8 44 842 X40 ~ 734 ~ CHERRY FIR 74 8 1339 `10 MAP'$4MAPLE / ~ 9732 v a ~ 76 ~S/ / i .J~ F3, 019 > 6 8 MAPLE 8 '+~7MpA~E 173 , ~ ^~FIg30 { RIR 2MAPLE ~ A4 FIR 7. FIR "8 N^"' `R .MAPLE 800 / ~ ~ ~'a ~D4NONE n~ R ° W"M FF P ~ a3z v ~0 s~ - ~ - - --FM PROPOSED WASTE 41 ~ ~ 812 SE 5 V ~~~CAK ~ 6 y~1 fi5 / ~ )POSED WASTE WATER FORCED MAIN v 9 1353 1356 ✓ 66 2122 ? 14 \ % 72 24 2 12 MAPLE 1355 12 A L 1361 a' - -N~~ APLECL'A~23 ((.~:x,20 IR 7g8 ~ ~~v 8 / 0 20.1 7 ~2 LIi.AAY "1 / x19 "10 NAPLE I 14 MAP 12 MA. LE E 0 64 FIR MgpLE Tv'd131 _1~~G !'1 / ~~OAKFIR _ - x 90 ~ v. 09K / / v'L-/11LGv °U~ ~~~(.~'LO ~ & - - OAK \ x1 OFlK / 1 ~32MAPLE e7o Las - ap 726 ~ x199511 x 2 1 x13 ~ 2 xPS2 PLECLMP > x "4 u]'2 CHERRY 42 V 74 40 F^APLE ~54 MAPLE 3 3n APLE ~ > 6z V - - ~ FIR x 16 7?q ~ ^ 12 MA03 12 3 AP c~MAPLE68 x 047 7 ~ 2FIA 72 ~ ~ APLE7. ~ " ~ ~V' i /~i49 x 12 MAPLE 2n3r~`J 0~ >56 ~2 MAPLE 60 54 ~p 1 z6 ' ' W W EXISTING WATER SEf : q(~ - `4fiM$RRV ~4~ 141 g V / a-`10 CHE RY ~ STING WATER SERVICE A~_ 22 ~ x3310- C~ ~ E ,4 CHERRY ~ 12 M,'~L& MAPLE 7 '~1~IR ~MAF!E X12 MAPLE 796 x 3 ~x1 720 ~ 52~ l6 FIR IR 2026 >52 S4 381 2127 ~ ~ ~ ~ ~ 796 S^~~Ag30 ~Q MAPLE 808 MAPLE ~~~P/`„CAI `10 CHERRY g 26 9 83 92 MAPLE %i ~ ay~"H FIR '31 V V 24 11 ~APPLE# ° ~ x4 ~ ~ e-s~~4#~~ 70 4S ~ ~~9 716 ~ 30 FIR 7 756 g~_ 792 714 y 48 "778 782 8a oc ERRV -[Ilnrfw 0 - -WW- -WW - EXISTING WASTE WA 820 ~ 82 ~ STING WASTE WATER SERVICE ~ 712 7g 710 76 6 7J6 806 ~ 828-_____,- ~ I ~ ~ I 826 I / ~ ~ 708 J 8 I >66 i 706 7 7`426 I~ 76 a ~ r 780 7s0 ~ 878 ~ '0 824 ~ ~ ~ - - EXISTING GAS 5ERV11 ~ 798 876 1 882 810 / STING GAS SERVICE 7~~ ~.1S~1N 1~kE~ ~ ° 700 746 7 C b68 8888 ~ i a6 N s° 872 e°0 - - - - - -0 EXISTING OVERHEAD s96 ~ ~ ~ P ~ Y 9 Ol8 ~ I ~ V V STING OVERHEAD POWER 694 ~~T'Y ~r ~ E . R P - - 692 690 B I ~ 802 I S00 ~ I 8 810 / / &88 RIBBON PA1H 00 i/ ~ EXISTING TRANSFOR ✓ i STING TRANSFORMER 764 73g-. 5q 7S6 790 ~ / i 7 > 58 66 / 800 ' ~ - - - - - - - PROPOSED PRESERb / 798 //~j )POSED PRESERVATION BOUNDARY LINE d4 796 / 780 794 O6~ B8L ~ ~ 776 a6c 790 ~ PROPOSED LOT LINE )POSED LOT LINES /76 7g2 788 ~ ,~68 / //4 ■ z I7g0 a / 180 776 UGENE TREE PROTECTION NOTICE LS120 R16°0 l// N Pq F6 o o 'V / ~ 6 / \ U PROTECTVE FENCING 0 N AT EDGE OF CRITICAL ~ jl ROOT ZONE. NO (p~ FENCING REQUIRED ITCIAL q\ TREE PROTECTION / RED TREE 1I ZONE W N ~i % ~/~~jj OVER HARD SURFACES. 4` n RFACES. NO CONSTRUCTION ACTIVITY, c / L INCLUDING EXCAVATION, FILLING, a ~TREET / ~ ~ cRIncALROOT LPROTECTIVE STORAGE OF MATERIALS OR IT FENCING EQUIPMENT PERMITTED IN THIS AREA c 0 ~s:•• zoNE-sEENOTES ' BELOW TD DTES //j 'x DETERMINE SIZE. J / //~j, IZE. TREE KEEP OUT /j / ' SIDEWALK a` o ti. FOR MORE I.NFORVIA'I'IONCON'IAC'1' T' PLANING TYPICAL TREE OR THE CITY OF ECGENE, PUBLIC WORKS, 0 m J STRIP F (N PROTECTION ENGI6EERING (NO PAVED SURFACES) 682-5560 m 3 TYPICAL STREET TREE PROTECTION ~a~° ~ 'p 0 0 D ~D4 4 ~ dD s'tilt' 7 p ~D 6MAXIMUM BETWEEN STAKES N N 4vpQ - 4' MIN. ~4 r City of EgTGEN]E i G METAL'T' FENCE- STAKES,TYP. i WOOD, CHAIN LINK OR ZONE OF ORANGE POLY ZONE OF CONSTRUCTION FENCING. r Ln PROTECTION - FENCING PROTECTION TREE PROTECTION NOTICE FENCING NDTES: c 1. THE CRITICAL ROOT ZONE CRZj FOR TREE54"DIAMETER OR SMALLER $Hi RADIUS AT LEAST 5' FROM THE TRUNK. i 4" DIAMETER OR SMALLER SHALL BE AN AREA WITH A 2. THE CRZ FOR TREES OVER 4"DIAMETER SHALL OE AN AREA WITH ARAOIU; THE TRUNK FOR EVERY 1"OF DIAMETER SIZE. ALL BE AN AREA WITH A RADIUS OF AT LEAST 1' 6" FROM 'E a 3. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN TH 4. NO STORAGE OF MATERIAL SHRLL BE ALLOWED WITHIN THE CRZ. I SHALL TAKE PLACE WITHIN THE CRZ, EXCEPT AS APPROVED. NED WITHIN THE CRZ. c 5, IF WORK IS DONE WITHIN THE GRZ, CARE MUST 8E TAKEN TO MINIMIZE RO( CARE SHALL BE TAKEN DURING EXCAVATION AND REMOVAL OF EXISTING UST BE TAKEN TO MINIMIZE ROOT DISTURBANCE. SPECIAL N AND REMOVAL OF EXISTING CURB, GUTTER, AND CITY OF EUGENE a N SIDEWALKS TO AVGID DAMAGE TO TREE ROOTS. LOCATE EXISTING TREEf OR OTHER APPROVED METHODS SUCH AS AN AIRSPADE. LOTS. LOCATE EXISTING TREE ROOTS USING HAND TOOLS 1N AIRSPADE. STANDARD DRAWING II1--~~I in 6. PROTECTIVE FENCING IS REQUIRED WHEN THE WORKAREA IS WITHIN THE WHERE PORTIONS OF THE CRZ ARE COVERED WITH PAVEMENT SUCH AS S ca of WITHIN EXCEPT AMENDMENT ED WITH PAVEMENT UCH AS STREETS OR WALKS c a 7. NO ROOT OVER 7'SHALL BE CUT WITHOUTAPPROVRL OF THE URBAN FORT ARBORIST). ROOTS SHALL BE CUT WITH APPROVED SAWS, NO ROOTS OUE APPROVAL OF THE URBAN FORESTER (OR AN APPROVED 'ROVED SAWS. NO ROOTS OVER 2"SHALL BE CUT OR TORN TREE PROTECTION N DURING TRENCHING WITH POWER EQUIPMENT SUCH AS BACKHOE$ AND TI AND IRRIGATION OR OTHER PIPES SHALL BE INSTALLED HY HANO DIGGING :NT SUCH AS BACKHOES AND TRENCHERS. UTILITY LINES INSTALLED BY HAND DIGGING OR TUNNELING UNDER REVISIONS in i ROOTS, AS NECESSARY, TO AVOID CUTTING ROOTS 2"AND LARGER. ROOTS 2" AND LARGER. JDATE DESCRIPTION a 6106 LS 120 T m Scale: 1" = 40'-0" SCHIRMER SATRE GROUP N ~ 375 UVest 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description • Draw Drawn By Ph n : 41. .4 4 F x: 541.686.4577 ~ o e 5 686 5 0 a ~ a 1 6-19-17 com leteness review ■ p iew ces, jas SHEET NO. www.schirmersatre.com 0 0' 20' 40' 80' • 2 8-22-17 completeness review iew Checked a` i Chec t+~4E E: SCHIR~IE~ ~ + UINDSCAPEAACNITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Q COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE o ~ oar a, ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY 4 1-19-18 Date N Lot 33 34 Utilities Date ~ - FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A 3.3.2017 ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Phan Phase L300 UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD ~ PARTY SHALL HOLD SCHIRMERSArREGROUPHARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. r ©2017, SCHIRMER SATRE GROUP Y LEGEND i 0 EXISTING CONIFEROUS TREE (SEE TREE PRESERVATION LIST FOR REMAIN/REMOVE) x s EXISTING DECIDUOUS TREE 4.. 0 (SEE TREE PRESERVATION LIST FOR REMAIN/REMOVE) ~ c~ • ~ yt / ~ 0 _ EXISTING CONIFEROUS TREE TO BE REMOVED y / ~ no ~a o ~ ~o ~o ~ _ ~ ~1 / ~ n~ ' ~~3a ~ ~ ,x ~ i o~~ z < z / n~ ~ a ~ .i• ~o ~ mz EXISTING DECIDUOUS TREE TO BE REMOVED x' 'fin ~ z ~ ~ ~ CONCRETE XX TREE PROTECTION FENCING ~.~f } ~r n ~ di~w~ ~ _ o CONCREnn / ~ , • M ~N,N` ~ ~ k ' ~ ~n ~i ~ d . ~ n nn anannln - ~ ~ ~ . ~ ~ D N ~_J TECHNICAL FELLING T (TREE TO BE EVALUATED DURING ~ ~ ~ CONSTRUCTION ~~.m ~n _ _ 1nb'nnnb n0 nn ~ ~ - - ~ ~ i' / • j n~ A~,o OF ROAD OR HOMES) PERCENTAGE OF CRITICAL ROOT ZONE DISTURBED m~ n~ 1372 nn " n D< P ,-xr~~ 4137 r 21% n-- ~ ~ 1 SPRUSE X 0 08 " f 0 tk j r%~ ' ~Y CRITICAL ROOT ZONE 1 / P'~„ . x r 1. ~ ~ 4165 x~ . r s~ ~ • OAK ~ ~ ~ AK 1 1 ~ ' • Sr^ ~A. J / ~ ~0 w ~ ~ ~ x • \ LEVEL SPREADER x x ~ `S ~ n 41364 i ~ ~ 200A <t- ~ r 1 / µw T ~ r"° ~ < z r r ~ ~ t G~ ~ ~X~ r x 0 1 - - - SD- - - PROPOSED STORMWATER °~~o ~ o ~ ~ ~ i /0 1 ~ ~ ~ i ® PROPOSED WATER METER ~ ~ T. - • - - - -1N- - - - PROPOSED WATER LINE i ~ ~ ~ N ~o ~N ~ _ _~a - - - w - - ww - ~ ~ 98 i , 11 x 41 ~ - - _ - - ; , R OOD X 182 ~ 24 OAK M r - - - - ~ ~ i , , 44 QUO - - - -MINI- - - - PROPOSED WASTE WATER SERVICE Nd o ~ _ _ - - oo~ ~ ~ i ~ i ~ ~ ~ 8 0 x~ i 48 IR Z - ~ ~ ~ T - ~ i - - - - FM- PROPOSED WASTE WATER FORCED MAIN 1 ~ ~ o ~ ~ 1 ~D D x ~z ~,y z ~ ,x ~ ~ ~ ~ ~ ~ ' -W W - EXISTING WATER SERVICE \ ~ Z ~ • ~ • 2748 ~ ~ xx1 x 166 ~ 41716 _ ~ ♦ ~ T , ~ ~ 0 OAK , ~ ~ ~ ~ ' A 43 Fffi. 20 OAK o ~ 0 OAK x ~ ~ ♦ ~ ~ i x FR ~ \ ~ fir, ~ ♦ i , ~ ~ ~ r WW - WW - EXISTING WASTE WATER SERVICE / i' d ~x, ~ ♦ ~ ' ~ x 1 FIRS ~ ~ i 41739 a a , ~ ~ ~ x ~ ~ ~ . ~ 2 ~ t ~ ~ ♦ , _ ~ ~ 1 RUC \ FIR ~ ` ,r 41715 0 K - G G EXISTING GAS SERVICE ~ n o 0 APPLE x x ♦ FIR 1 r X 200AK X 0 APPLE ~ ~ , ~ r' ~ ~ / ~ i ~ ~ ♦ ~ \ ~ ~ i • i ~ V V - -0 EXISTING OVERHEAD POWER `x fTl ~ , ~ / ~ ♦ ~ 0 ~ i ~ ~ ~ 41740 15 /o - ~ ~ 38 OAK ~ ~ ~ 1 ~ ♦ ~ ~ ~ ~ 1714 ~ 0 ~ 0 EXISTING TRANSFORMER ~ o 0 /0 ~ ~ ~ 1 i ~•X, i 22 OAK X2 o ~ t x1 3 ' ~ ~ ' ~ ,r' • / r r ,'r i T - - - - - - - PROPOSED PRESERVATION BOUNDARY LINE FI ~ ~ r r ~ ~ 48L i ~ O ~ ~ ~ 1VlAPLE 78 ~ x 83~ / r ~ i PROPOSED LOT LINES • 0 ~ ~ X i 47 ~ ~ ~ ' 0 ~ ~ ~ i+ r ~ ~ ~`x o S ~ SWEETGU o J ~o ~z ~ X x SWEETGU 4 SWEETG _ _ , r 3 r ~ r ~ ~ ~ SPRUSE ~ Y ~ ~ I R ~ r \ 1 0 ~ `II a ~ / /0 PROPOSED PRESERVATION AREA (HOA) ~ ~ ~ x 438 • SWEE M x 438 x ~ ~1 54 r` ~ ~ r - ~ i ~ r' i i i I ~ T ~ r ~ i 1 ` ~i ~ r / ~ V ~ FIR ~ ~ i i II I I ' ~ ~ ~ i~ ~ 728 ~ i I ~ ~ ~i ~ ~ ~ ~ OAK ~ i PROPOSED PRESERVATION AREA 4~~ ~ ~ 58 ~ i ~ ~ i F i ~ ~ (INDIVIDUAL TAX LOT) ~ - ~ ~ ~ ' ~ i i I 77 ~ ~ FIR * FIR ~ r ~ ~ ~ N~ ~ ~ l ~ 1 RF i i I e ~ D I i ~ 1 I t e 6 ~ ~ ~ i i EXISTING FORESTED AREA TO REMAIN y ~ I ~ _ ~ i i ~ ~ CITY OF EUGENE PROPERTY ~ C fTl o ~ ~ 0 1 /o e II o o e ~ ~ ~ r I - ~ / I ~ i j a X , ~ I ~ \ _ i I i ~ ~ ~ 1% i 199 x 82 i x41 ~ i 44 ~ ~ 0 48 0 .CLMP ~ ~ 1 ~ ~ ~ I~ ~ r ~ ~ 7 ~ ~ K ~ 77 ~ ~ FIR 1 i ~ ~ 2CHE RY _ww- - - - ~ ,I x i ~ 3 IR , s 1 ~ , i ~ ~ r i ~ ~ ~ ~ ~ ~ ~ i _ ~ f ~ ~ I 1 f ~ I x ~ i~ I ~ ~ ~ ~ t ~ ~ / ' ~ I ~ i 1 I 1 ~ ~ r~ ~ ~ ~ ~1 r'~ F''~ i ~ ~ I ~ I ° I I 13 r i~ ~ ` ~ ER~1 3 ~ IR; i 0 2 CO N II 1 I I ~ 30 /o ~ ~ I ~ ~ ,n ~ ~ ~ ~ ' 14% 77 i i ~ FI o r ~ ' 77 , , ~ , 1 j i ~ T ~ ~ i x42 3 . FIR ~ ~ I ii ~ ~ ~i ~ ~ r 30 AK ~ i ~ i ~ q _z ~ ~ ~ i i ~ ~ ~ x 657 ~ ~ ~ [~L CHERR$ ~ ~ • ~ 1 ~ ~ ~ ~ ~ r ~ ~ ~ C r i it i 1`~ ~ I ~ i r - ~ i 7 i ~ - rf ~ _ - , ~ ;0 \ ~ I ~ ~ ~ I FIR ~ ~ ~ ~ r - ~ i 634 ~ o ~ ~ SPR 6341 r r i ~ i - - 0 ~ ~ ~ ~ , r ~ 46 /o SPRUCE , , 3 ~ ~ ~ x 202 ~ x4 65T~, ~ ~ i ~ A ~ I Yn I I~ ~ i i ~0 , r i \ ' T ~ OAK ~ ~ ~ ~ ~ • ~ ~1 i ~ ~ x ~ i i ~ ~ ~ • I ~ II ~~1 ~ • ~ ~ hiETAINING WALL I ~ i / ~ ~ ~ I o o II O I ~ ~ / ~1 ~ ~ ~ ~ i oo ~ /o ~ ~ - ~ ~ ~ OAK ~ • - - ~ 0 ~ ~ ~ ~ ' c ~ ~ ~ oo ~ - I I o I ~ ~ 16 9 ~ ~ ~ ~ ~ ~ ~ 51 x4 • ~ i r ~ , p ~ ~ 38 AK ' , ' 38 /o ~ ~ o r , X 1 ~ 0 I 0 o~ o ii o ~ 156 ~ ~ ~ OAK MA ~ i i r i ~ ~ ~e. 23 0 0 i i -1 ' - ~ - r ~ ~ i 2 r i ~ ~ ~ D ~ b X ~ 26 A EN 8 i ` ~ Dr ~ ~ oo I I - ~ ~ ' 76 6 ~ ~ ~ I ~ ~ I 6~5 T 47% ~ a 6 APL ~i , rr ~ i OAK ~ ~ ~ II 0 0 ~ 0 13152 i i r ~ i F ~ ~ ~ ~ 3148 ~ 2 ASPEN ~ ~ 42 /0 ~ ~ ~ i i ~ \ 24 MAPLE CLNt~P13151 0 MAPL i x ~ ~ , i x 15 rr ~ ~ FIR : i ~ o MAP E CLMP ~ i ~ i ~ r 656 ~ 0 ~ 4 7 ~ ~ , 2 CHER~ r PLEA 39 ~ 4 7 \ 1 1 D ~ o , ' r r ~ q 1 E - - - r ~ ~ ~ ~ ~ ~ X x - ~ i i _ ~ ~ 6 ~ i 5 ~ r ~ ~ , r r~ ~ 419 6 ~ 2 ~ i X ~ ~ ' ~ 18 ~EDW 18~ \EDW IR, 19% . ~ - ..r'..~~~.. , ~ x \ V r I R 9' i ~ x ' 5 x 4 1\ RE 00 6 ~ ~ _ ~ , 13% ~ 716 F ~ - - - - ~ - ~ 214 ~ ~ , 1 RE 0 12 MAPL r ~ i i ~ ~ i 4164 - - - 8 ~ ,---~-_i 2 REDW 4164 2 REDWO i ~ ~A ~ ~ , x' ` ` - ~ ~ ~ 1~~ x D rR ~ ~ ~ A 18 ~ , ~ ` x~ - L - - _ _ _ ~ _ IR - I - - - ---L_~_ J 887 ~ i Zn ~ - A \ ~ ~ ` ~ 0 ~ ~ ~ 23 /o ,0 - - i 4F 11 ~ ' i /0 i 1' -,T ~ ~ ~ i 0 ' ~ on ~ . ~ 3/0 I - - - - _ i 4C ER ,i i ~ ~ ~ 2 I ~ i ~ X OA ~ i i i ~ ~ , , o p x 720 ~ 1 ~ ~ ~ 23 /0 CHERRY v 1 I 1 ~ ~ ~ i 18 ~ 1 ~ 14 /o ~ ~ ~ ' \ i i 22 i - ` - - _ 0 A r -FIR ~ ~ FIR ~ APL ~ ~ 12r A ~ ~ ~ 12 MAP 1 > ' 2 > >i ~ r I i e' r 32 /0 ~ ~~l r~ ~ ~ OAK x E ~ i OA ~ ~ I ~ OAK 0 1 5 ~ - ` ~ ~ ~ 80 ~ ~ r i ~ ~ ~r ~ ~ - /0 / ~ ~ ~ i ' ' 0 MAPL AP K i ~ 1619 r ~ ~ i • ~ ~ ~ i ~ r T 10 MA . ~ i t r • ~ ~ ~ ~ i ~ P - ~ ~ ~ ~ ~ ~ r T o , r r , ~ ' ~ 1 ~ ' i ~ ~ ~ OAK ~ 6iFIR 2 L , i ~ i ~ ~ ~ ~ x ~ i, i i 9 x i o ~ ~ ~ ' 50 - , X ,E x ~ x ~ ~ , r i r r ~ ~ i 9 0 IR ~ i l i ~ ~ i ~ ~ ~ ~=za ~ ~ i 4 ~ i 797 0/a~ ~ ~ ~ ~ L:E - .r t ~ ~ , ~ r i~ ~ ~ ' ~ r ~ ~ ^ ~ x1 0 PEA , ~ ~ - t~ ~ ~ ~ ~ ~ 3~7 ~x x I r r x x ~ C ~ i,' , ~ ~ ~ ~ i ` _ _ - I l ~ ~A A ~ 220 r i M P x1 r~ x ~ i i i /0 MAP ~ 2 0 ~ ~ 37 ~ ~ - - r i i x16 8 APL x 64 MAPLE CLM r 45 i r i 0 ~i ~ ERRY~ ~ - ~ - 8 0 ~ , ' I I I 1 x E ~ 1601 ~ i PLE CLMP CH Y CLMP ~ 4 APL P ii x 612 X x ` ' , ~ i ~ ~ Y 2 / - - ~ - ~x _ ~ ~ FIR - - ~ ~ 14 PLE ' ~ ~ ~ ~ i b > 0 27 /0 x1 47 ~ ~ ' 0 ~ ~ ~ ~ I ~ _ ~ 'S 7 ~ ~ $ 1~ ~ i i 1 ~ x 1 - I i ~i - -~6 _ PL i LE x x 14 17 i - ~ v PLE C1MP i ~ i ~ 6kLE Y ~ - r 0 MAPL ~ ~ ~ ~ i X 0 36 i i r 508 i i ~ ~ X 16 ~ a~'-=- i ~ ` ~ i ~ PLE ~ ~ ~ FIR i ~ ~ i ~ 17 0 ~ ~ ~ LE x I i x1 ~ ~ ~ ~ x MA LE i APL R ~ i i ~ ~ ~ i i x APLE ~ ~ ~ , o~ ~ ~ i / r x LE ~ 0 ~ ~ 4 MAPL ~ ~ ~ ` x , • 4 MA ~ ~ ~ ' x , x16 9 5 x E i ~ ~`~.i ' ~-f--' ' X ~ . x' 1552 4 P ~ i ~ ~ x PLE ~ ~ 4 MAP ~ - _ - _ ~ o ~ ~ ~ n ~ ~ 10 RRY -_r- ~ ~ % 0 MA L x1 - 1 ' 228 ~ - ~ 1 ~ ~ MA I 2 LE APL - - - - - N ~ rr i ~ p 0 _ _ ~ ~ 47 x ~ 545 ~ ~ ~ i i ~ , x 764 a ~ ' x2 ~ x APLE ~ ` ~ I i i ~ ~ FIR ~ ~ ~ ~ x , , t PLE--L x 1 ~ 48 o ~x i r - ~ x ` x it , x i r~\, 2 PZ€\ P x PLE X ~ 1 - - - - - i, ~ x 2 PLE p- ; 1 21 - 32 F , i 0 Cup J xx r~ ~ ~ FIR ~ ~ r x L r ~\`x 752 `x 750 g i 0 CvAK x LE I 1 i t ~ X ~ yr ~ 3 `y~ ~ ~ ~ X 0 ` ~ r ~ ~ - 7 ~ ~ x P E 0 MAPL 22 LE CL , ~ r i. ~r i ~ r x ~ ~ r x 0 MARL i i ~ 1 ` i 6CHERRY ~ ~ APL 4 ' 1 ~ 7 ~ - - - 4 0 1556 ~ ~ 70 1 ~ i ~ ~ r i , ~ ~ 1 7r i x ~ i i i r ~ ~ x~ E i FIR ~ ~ ~ - ~ I , ~ n 1 , X 5 MAPLE x ~ l i i _ ~ ~ i ~ ~ ~ x i 0 MA i ~ x F \ X 2 0 PL 31 Q F6 ~ 1 i ~ , - ~ 0 M X 60 12 PLE ' i ~ i ~ 933 ~ ~ ~ ~ ~ ` ii ~ ~ ~ ~ - - - ~ `x 9 x ` ~ - - - 0 LE Xx i ~ ~ ~ ~ ~ ~ ' r ~ ~ i x - - r r - ~71 LE ~ 0 ~ 1 ~ ' ' - ~ ~M PL 0 ~ 54 ~ R ' ~ ' 9 0 x 59 3 ~ ~ .i i , ~ ~ 0 APL 8 APLE ~ i ' ~ ~ ~ ~ r ~ r ~ ' 12 ~ ` i i 6 ` ~ ~ ~r ~ I 1 < _ ~ ~ / r / ~ ~ ~ i-' x ~r i r " ~ ~ MA MA ~ i i 6 APLEC~MP r _ r i 217 ~ ~ ~ - o I x 8 G ; ~ 1 0 , RRY i ~ 4 M ~ ~ , 2 L i- - r ~ ~ ~ \ 1 ~ ~ _ 1 ~ ~ _ _ r , r ~ ~ 17 ' 207 ~ ~ ~ x 22 7 ~ i / ~ ~x ~ - ~ r ~ ~ r i i i ~ rP NiR ~ APL ~ k' i r x i PLE 4( 075 i i 24 FI ~ ~ i 0 A ADRONE ~ ~ ~ 400 0 MAPLE i X i i i ~ ~ 0 ii I i ~ ~ ~ ~ ~ i A a ~ x' ~ i 0 MAPLE i t i i t , ~ i ~ r 0 ~ ~ MAPLE ~ r r~ .i , , 5 i ~ r ~ • i 8CNER , ~ , ~ ~ ~ r v i ~ PLE CL r i i a x x r xi ~ I ~ i 1 ~ ~I I ~ ~ ~ x FI x 76 r ' , ~ ~ 6 - x ~ ~ 4 i \ r FIR MAPLE ~ , ~ i i X~ ~ x 583 ~ _MAPl€~ ~ is i MA y ~ 1 7 ~ ~2 - ~ ~ ~ ~ ~ ~i ~ i PL P ri AP P i ~ 73 ~ ri ~ i x 0 ~ i i FIR ~ , , ~ ~ ~ ~ i ~ _i ~ ` /PLE i 5 18 MAP LE in ~ r 0 P g4 0 x 0 1291 04 LE ~i_ ~ ~ k v 779 LE 0 MAPLE 0 MAP a 24 ~ I ~ r ~ / AK ~ 0 MAP MA MAPLE ~ ~ ~ ' ~ ~ ~ i ~ ` ~ r ~ ~ x 96~ _ I ~ ` x r ~ MAPCO ~ ~ ~ ~ x ~ x 083 ~ ~ ~ ~ , ~ ~ ~ ~L _ MA C~ ~ ~ ~ ~ ~ 56 o x 9~` ~ y,' ~ ~ ~ 416 x 7 ERRY ' ` - ~ ~ ' ` - ~ E a x 87 ~ i r ~ ~ ' ~ ~ ~ ~ 93 1 0 6 ~ i ~ 8 ~ v ~ ` O i X 2 81 ~ i ~ 0 i ~ ~ n i~ ~ i x FI I ~ ~ ~ . ~ ~ x 4 - 16 0 i ~ ~ x X70 ~ r ~ -r--- ~ 89 ~ 19 ~ ~ X 0 0 m Scale: 1" = 20'-0" SCHIRMER SATRE GROUP N ~ 375 UVest 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description • Draw Drawn By Ph n : 41. .4 4 F x: 541.686.4577 ~ o e 5 686 5 0 a ~ a 1 6-19-17 m l n r vi w ~ co p ete ess e e iew ces, jas SHEET NO. www.schirmersatre.com 0 0' 10' 20' 40' • 2 8-22-17 com leteness review iew Checked a` i p Chec t+~4E E: SCHIR~IE~ ~ + UINDSCAPEAACNITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Q COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE o ~ oar a, ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY 4 1-19-18 Date N Lot 33 34 Utilities Date ~ - FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A 3.3.2017 I - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Phan Phase L301 UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD ~ PARTY SHALL HOLD SCHIRMERSArREGROUPHARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. r ©2017, SCHIRMER SATRE GROUP LEGEND EXISTING CONIFEROUS TREE (SEE TREE PRESERVATION LIST FOR REMAIN/REMOVE) EXISTING DECIDUOUS TREE (SEE TREE PRESERVATION LIST FOR REMAIN/REMOVE) EXISTING CONIFEROUS TREE TO BE REMOVED ~a mz x EXISTING DECIDUOUS TREE TO BE REMOVED ~ m m X TREE PROTECTION FENCING ` o CONC k ~ r, RETE WAL d a x ~ p o i TECHNICAL FELLING T (TREE TO BE EVALUATED DURING ~u CONSTRUCTION OF ROAD OR HOMES) .~.4,, ~ • • 4 y D~ ~J Z1 \ PERCENTAGE OF CRITICAL ROOT ZONE DISTURBED k~ C r ~ ~g 21% ~ 08 0 CRITICAL ROOT ZONE ~~x 41 65 t OAK ~ \ + '~~'e. LEVELSPREADER r 41364 • 20 OA t \ - - - SD- - - PROPOSED STORMWATER ~ ~ °v \ ® PROPOSED WATER METER / \ \ - - - -1N- - - - PROPOSED WATER LINE x 41 r ~ 24 OAK - - - -MINI- - - - PROPOSED WASTE WATER SERVICE 48 I R - - - - FM- PROPOSED WASTE WATER FORCED MAIN ~ ~ \ -W W - EXISTING WATER SERVICE 41716 ~ i i 20 OAK • WW - WW - EXISTING WASTE WATER SERVICE / ~ 1739 / OK x 41715 ---i--- - G G EXISTING GAS SERVICE 20 OAK X + .1 V V - -0 EXISTING OVERHEAD POWER / ~ 41740 N i 1714 38 OAK 4 i 0 EXISTING TRANSFORMER 22 OAK X2 x 1 i - - - - - - - PROPOSED PRESERVATION BOUNDARY LINE i t + - - i PROPOSED LOT LINES / - 1~ _ - - x : G~ ~ ~ PROPOSED PRESERVATION AREA (HOA) ' ` 1y~ ~ ` ~ 1 i ` O ~ ` ~ , m ~ ~ 1 ~ i ~ ~ 0 ' ~ , f ~ ..C i , i ~ PROPOSED PRESERVATION AREA T ~ , ~ (INDIVIDUAL TAX LOT) i ~ C~ D ~ i ~ D c ~ 0 43,/0 NCR D ~ ~ D rF ~ ~ o a. i i ~ m ~ - i EXISTING FORESTED AREA TO REMAIN CITY OF EUGENE PROPERTY i i 1 ~ • .~~Z ~ o S ~ i _ _ _ - cRavo PAo i ~o ~ ~ , ' ~ G ~ ~ ~i x41 ~ ~ / ~ ~ i ~ ~ / ~ ~ o ~ d Nita ?N3~!. ~ i ~ ~ ~ i t ~ i - o D ~ ~ i .~rv ~ , . h.,a ~ ~ ~ ~ ~ - ~ ~ wry' ~ ~ ~ w~, ~ ~ 0 0~ ~ - ~ \ , ~ " \ ~ ' 0 . _ M.. . w.... , _s a ~ ~ ~ .~'CG ~ w~,. ~ ` ~ 1601 • , ~ . _ _ N.... , " ~l " , ~ ~ ~ / a ~ ~ 8 FIR y,... , r _ ~ W , ~ ~ ITC 41 ~ ,W,... , ~ ~ _ - ~ . F ~ l i , ~Wyyo , ~ ~ ! ' / ~ 1603 4 IR ~ ~ ~ - f ~ OHOLLYX2 i ~ ~ ~ _ - - i i C ~ z _ i k ~ ~ DITCH LIN _ - 4 ~ i r , ~ ~ x ~ i , ~ ~ GRA EL OAD / ~ ~ 599 ~ ~ , ~ r ~ l~ I ~ 4 ~ ~ ~ '2 ~ m ~ 1 ~ ~ _ Ap ~ ~ ~ ~ 143 ~ i C ~ ~ ~ ~s ~ % ` F~ ~ - 42 3 / ~ ~ ~ ~ ~ ww - ~ , ~ - - ~ i , 1 ~ 0 i ~ I ~ ~ , f ~ x30 AK ~ ~ ~ . ~ - ww - - - i _ ~ r 0 ~ ` ~ ~ P i ~ € ~ , 0 ~ 259 1 ~ b A~ ~ - ~i r ~ ~ 1 0 . 7 ~ U ~ ~ -874, i _ O i ~ ~ 3 i ~ i 7&- / ~ ~ ~ i r _ , i i ~ ii , , DITCH LI r ~ ' ~ 5 i ~ ~i • 652' ~ ~ x ~ ~ ~ ~ ~ ~ ~ i 4 MAPLE ' ~ t ~ ~ i OAK ~ i , ~ i Co ~ ~ i r ~ ~ ~ i , 51/0 X4147 1 AK ~ o ~ 64 /o, ~ 0 r~ I i 46 /0 ~ , i • ~ r q6~ APLE R ~ , ~ i ~ / ~ x 607 ~ ~ i i ~ ~ ~ / i , ~ i 0~ D ~ I D i 1 1 T 1 I 1 ~ 1 r ~ ~ ~ ~ ~ ~ I I r ~ ~ . ~ ~ x4 6 i MAPLE ~ i i 0 ~ 40 ~ iR ~ ~ ~ ~ ~ 47 /o ~ i ' 40/' ~ ~ ` r ~ i 414 ~ ~ ~ i p i 4 i•r 1457 ~ 1 ~ 3~i ~ ~ / i R ~ i ~ i ~ / i i ~ ~ i 2 MADRO ~ FI FI~'` 24, X 445 ~ ~ i ~ OAK ~ ~ i i 45o/p ~ 4 MA 4 I i ~ ~ ~ ~ ~ _ i ~ ~ , h ii. i ~ r i 37i ' ` i ~ 4 FIR ~ , h ~ 4 0AK X ~ ~ ~ IR i ~ ~ ~ r ~ 51 x416 9 / i i T x 38 AK I ~ ~ i w `x 0 ~ ~ ~ .i ' ` r ~ ~ ~ r ,7/0~~ ~ ~ , ,T , , r ~ ~ ~ , , ~ , r ~ r ~ i ~ ~ r o ~ 0 , - - ~ . it , h~ , i ~ T 16na~,, _ ~ ~ ,i- ~ ~ 9 ~ I ~ ~ , i ~ ~ x4 5 ~ ~ x41 7 0 f~APLE 1612 i i ~ ~ x' ~ ~ 0 ~ FIR ~ `~30 APLE ii 2OAK ~ + ~ i / ~ - - ~ - - ~ - - - ~ - - - ~r i - ~ i ~ ~ - FIR i ~ ~ ~ i ~ ~ ~ C ~ ~ ~ - ~ i i x 6~5 ~7 /o ~ OAK ~ / + ~ ~ ~ ~ ~ ,i ~ ~ ` ~ , 0 ~ ~ ~ 0 ' ~ 41634 x41 ~ ~ p ~ ~ ~ ~ ~ i ~ , , 14 i ` ~ .41468 : ~ ~ 6 ~ ~ ~ i 42 /o , ~ ~ 2 REDWOOD ~ 616 A E X2 , ~ ~ i ~ 41544 _ • ~ ` R. i\~0 i 656 ~1 0 ~ 4 7 / x 4 MA~L~ , ~ , ~ ~ PLE 39 1633 ~ ~ ~ RED OD x x • x 63 ~ x ~ 1615 ~ 4~~55 t ~ _ ~ i ~ ~ ~ 146 v _ -~M ~ , ~ 2CNiEBQ1~ ' ~ "--i_ ~ n ~ 41~ 6 ~ 2 1622 ,46 FIR x x , - ~ ~ i 40 i ~RRIFf11A/ ~ wn~tn,~,~1~__ cteF~~n nnnnirv~ 2 PLEI ~ ~ 2 OA 40 , ~ ~ , ~ ~ ~ r ~ x `K~f2o~o ~~.D........ ~ rviHr~~ n~ : 4155 `VV~ ~ ~ v 541 ~~~x i i , - _ i , i , i ~ I r ~ ~ 14 FI x 554 ~ 541 - 0 , _ 0 , DWOOD ~ 4 FIR i ~ ~ ~ , ~ ~ - ~ ~ 45 /0 x ~ ~ 155 rr ~ i i~ . ' i 4 5 164 40 13- 1 ~(R 553 X155 ~ ~ ~ 39 35 / 39 r n~ 414 ~ ~ ~ ~ - r i 1 RE OOD 2 RE D FIR 4 4 FIR i i i OAK i ~i ~ 1641 ,~44% ~ i it OAK ` ~ ~ 14 A ~ rte' r ~ ~ ~ - _ ~ r x41 ~ ~ - - - r .l ` ~ ~ ~ i 4164 ~ 2 REDWOOD \ ~ _ ' ~ 556 i ' ~ ' ~ ~ \x 2REDW0 Di - T KX2 ~x ~ - ~ ~ ,r r i ~ r t-,~__ r ~ i ~ r - y, I i 46./0 ~ 32 /0 1~ ~ ~ i i 41643 I O'QAK__-' ~ ~ , 887 ~ ~ - - 0 IR ~ ~ it 16 REDWOOD T , - - . r ~ i ~ ~ I 4F 11 i ~ _ ~ _ _ - - - 0 ~ ~ ~ , y r rt i ~ ~ i i 41 /0 ~ , ~ I t i x 1 Y'~ r i 550 ~ r r OA r i ~ r ~ x41 I 4 OAK r i , rr i r i ~ i i IR i r i t r i ~ ~ r , i i ~ ~ r 614 549 ~ ~ ~ ~ ALT NATE r r 1~ A ~ t ~ ~ i r x4 620 OAK OAK - 37 ~ y~ 2 ~ i ~ r r OAK ~T i i 0 I R 37 ~ A I t.~ r~~ x IR - t-- i - ~ ~ , ~ ~ ~ I oA ~ 3 /o ~ - _ ~ I I I r i ~ 1 ~ GU V - ~ ao ~ ~ I I T ~ i ~ ' r ~ ' r i' ~ 2 ~ r r ~ , ~ i r r r ~ ' UMP ~ `x i 1 i x - ~ ~ , ~ i ~ ~ nix ~ ~ ' x4-r 4 ` • ~ x i ` ~ ~ r,_ TATI N x _ , x~ I i z r ~ ~ ~ x FIR ~ i ~ ~ , r ~ ~ r FIR , x ~ ~ ~ ~ ~ x ~ ~ o ~ ~ t ~ ~ ~ FIR ~ ~ ~ r - ~ 41776 ~ 0 ~ ~ ~ ~ ~ ~ 12 0 ,t ~ 0 - - ~ / i ~ ~ x o072 \ ~ I ' - - 0 ~ i ~ - - 34/0 42 0~' ~ ~ . ~ ~ I i 20AK ~ 191 T, ~ 4 OA - _ _ _ ~ T ; ~ r , a F 8FIR ~ lu ~ 0 x' , , i1 ~ , , ~ , ~ 775 N ~x r 1 I ~ l l ~ -x ~ ~ i ~ , 54 i 0 r i ~ i ~ I HER 54 / I , , , ~ I I ; 7_- x n ~ ~ ~ i OAK r i ~^x yr i~< ~ X41 A I , , 0 0 ~ ~41 1 ~ ~i \ ~ ~ ~ 2 /d ~ i FIR FIR r i i ~i i i I 4 7 I I 1 , , ~ ~ ~ ~ ,T ~ u m ~ 1 i ~ I I i ~ 0 .ice i i i ' 0 FIR i I 0 5/0•~ , 7/0 ~ ~ ~ ~ n 0 1 ~ ` ~ 2 II I ' ~10 - , u~ r ~ ii 41176 ` h - i i ~ i m ~ ~ 1 o~ r _ ~ ' ~ ~ I 0 IR a ~ ~ r u r~ 8FIR i ~ V I R ~ ~ r 41 ~ ii ~ o ~ _ - ~ - - ~ ~ x~ ~ ~ ~T 2 A R NE ~ ~ 2 A R NEX 8~/ I 0~ 48 ilRr 41163 ` w' ~ ~ ~ ~ ~ 180 FIW , ~ ~ i 32'OAK i ~ / ~ ~ ~ ~ x ~ IRr ~ rr r i ~ I i ~ 'F ~ ~ r _ - ~ ~ ~ ~ ~ d rr ~ rv i ~ ~ ~ r it , i i ~ o r~' r - - i ~ - - - _ - ~ ~ I r i~ ~r i ~ M ~ f ~ , ~ 0 r i ~ i ~ ~ 21/0 r ~ r ~ ~ - ~ ~ r 1 R ~ r - - - - - - r , x4 6 4 ii ~ ~ ~ r , FIR ~ x~ - ~ i I ~ i ~ ~ , , - 0' ~ ~ ~ i ~ IR - ~ _ ~ ~ ' I ~ • ' - ~ ~ i - - ~ , ~ ~ ~ ~ i I \ , t , ~ , ~ ~ r r ~ r i I / ~ ~ > ' r - ~ , ~ / r ~ - - ~ o ~ ~ r ~ 1 4O /0 r CHERRY r ~ ~ ` ' ~ r ~ r ~ ~ ' i r ~ ~ ~ ~ r i 67 ' r - ~ r _ ~ ~ ~ ~ i - ~ r i , K r - - ' ~ ~ r 4 I r - r ~ - _ ~ ~ - ~i CHE X i i r ~ ~ i ~i ~ ~ - b - - , ^ i ~ i i r 0 i ~ ~ i ~ ~ i A i i~ 6 0 i _ x ` x 0 i x1 I R • i ~ 4115 ' 16 M X2 11 ' ~ ~ p~ r i , ~ - _ ~ AP a i ~ ~ ~ I ~ i , ~ ~ 0 x~ / 6 i r x 04 i I K , ~ - _ ~ :.37 /0 ~ - r 2 OAK ~ 3 ' ~ IR I r ' - x ~ ~ • ' - T ~ - _ ~ ~ ~ ~ , ~ - X ~ ~ i Tri-T~ i a i T ~ - - 4$ ~ - ~ ~ I _ - , • ~ - x 4 o ~ - ~ r ~ i ~ ~ F ` ~ ~ ~ r r 1 2 AP ~ ~ i U ~ ~ ~ ~ ~ ~ ~ 0 i r ~ ~ r i i ~ ~ ~ ~ ~ ~ ~ ~r i ~ ~ i 46 i 0 m Scale: 1" = 20'-0" SCHIRMER SATRE GROUP N ~ 375 UVest 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description • Draw Drawn By Ph n : 41. .4 4 F x: 541.686.4577 ~ o e 5 686 5 0 a ~ a 1 6-19-17 m l n r vi w ~ co p ete ess e e iew ces, jas SHEET NO. www.schirmersatre.com 0 0' 10' 20' 40' • 2 8-22-17 completeness review iew Checked a` i Chec t+~4E E: SCHIR~IEI; ~ + UINDSCAPEAACNITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Q COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE o ~ oar a, ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY 4 1-19-18 Date N Lot 33 34 Utilities Date ~ - FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A 3.3.2017 ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Phan Phase L302 UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD ~ PARTY SHALL HOLD SCHIRMERSArREGROUPHARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. r ©2017, SCHIRMER SATRE GROUP 1 ~ ' / - 1 C ~ x ~ - 7 ~ 'l 1 ~ ~ 2 CHE RY _ - FIR i i / LEGEND 1 / I x ' i ~ 3 IR , ' ' ` i ~ - ww - - i ~ 1 ~ ~ M I ~ ~ , ~ ~ ~ ~ ~ ~ I V t ~ i l 1 1 ~ i' r ~ I ' ~ ~ ~ 1 ~ I ~ ~ ~ ~ 1 r r ~ 1 1 ~ ~ r~ 16( r~ 13 rr • ( r r 1 1 / I R/ ~ 13 ~ i~ I ~ ~ Ef~1 3 / ~ 0 H IRS i ~ 0 2 CO N ~ ~ 1 160 0 HO EXISTING CONIFEROUS TREE 1 I I 'i ~ / 1 ~ r o ' ~ ~30% ~ ~ I r. / , 1 (SEE TREE PRESERVATION LIST FOR ~ ~ ~ I 14 /o , ~ i , 77 ~ r T ~ I x42 3 , REMAIN/REMOVE) i i i FIR / ii ~ 1 1 FIR r ~ I ~ ~ ~ 30 AK 1 1 r i rr 657 ~r I ' , ~ ~ Q~LCHERR`f EXISTING DECIDUOUS TREE z ~ ~ ~ - - 1 r I ~ ~ \ i r it i , (SEE TREE PRESERVATION LIST FOR REMAIN/REMOVE) 1 1 I r i~ i I ~ ~ Y r / ~ i 7 i ,f i , - / ~ ~ i FIR FIR r i i I ■ ~ ~ ~ s'' - ~ - EXISTING CONIFEROUS TREE TO BE REMOVED ~ 634 i34~ i i I i - - 0 o ~ SP~UCE D~ ~ ~ SPRUCE i ~x' ~ r 3 i I ~ x 202 x4 652' , ~ ii ~ ~ r ~ . OAK v< ~ ,xx x\x\~ i .T r i ~ / EXISTING DECIDUOUS TREE TO BE REMOVED . A~. ~ i r ~ ~ ~ ~ r ~ , ~ ~ N ~ . X TREE PROTECTION FENCING . p I ~ ~ /o ~ - ' - - ~ ~ ~ ~ ~ OAK ~ , ~ T ~ ~ , r 0 r ~ ~ ~ 16 9 ~ ~ r i ~ ~ ~ 51 x4 I I w I ~ ~ . r r ~ ~ 0 ~ ~ 38 AK , ' 38/0 ~ ~ _ ~ o TECHNICAL FELLING T (TREE TO BE EVALUATED DURING oD o ~ ~ , x d x,--- 0 156 ~ ~ ~ ~ ~ OAK ~ CONSTRUCTION II o ~ 23 ~ _ , , ~ A ~ _ ~ ~ ~ T -'58% OF ROAD OR HOMES) z ii - - - ~ ~ X ~ ~ 26 A EN 8 i ` ~ ~ N ~ ' I ' 76 6 ~ % ~ ~ i ~ 6~5 T 47% ~ PERCENTAGE OF CRITICAL ROOT ZONE DISTURBED ' ~ ~ ~ ~ •i 6 APL ~ i Ii i r i OAK \ ` i ~ ~i i , % x 90 r / ~ 0 ' ~ ` 416, p z] A Imo 1 , 1. ~ ~ i~ 17 /o ~;~i • i r ~ ~ 13152 ~ 3148 ~ ~ ~ ~ 2 ASPEN ~ ~ 42 /p ~ ~ 24 MAPLE CLM ~ ~ r ~ r r ~ ~ ~ ~ ~ 2 F X13151 0 MAPL i r ~ i r x 15 r ~ i ~ 4163 21% 2 RE z ~ 61 ~ ` MAP E CLMP r r , ~ 2 CHER ~ ~ 656 0 ` 4 7 7 - FIR : i ~ 1 ~ ` ~ ~ ~ PLEA 39 r q 1 00 ~ D~VOO 1\ \ x .2637 \ , ~ ~~P 1 1 I r ~ 6 1 ~ 55 ~ 1 , r ~ ' i ~ + X 637 ~ ) i I 41 6 ~ 2 ~ X ~ , i 18 ~EDW 1638 \ 2 R CRITICAL ROOT ZONE I ' i ~ , 1 0 19 /o ' , , i ~ t ~ x 2 2638 r 1 r ~ o - - - _ ~ ~ i ~ ~ ~ r 4 5 ~ 164 OOD \2 RE 6 - ~ _ 13 /o ~ 716 F \ - - ~ - , ' 214 r ii 1~ RE OOD 2RE - i ~ r ~ i ~ i i ~ 6 , i i i 1~ 16 LEVELSPREADER 12MAPL 1 ~ - , i ~ ~ i ~ i 4164 2 - _ _ _ _ ~ 8 _ _ _ - ~ `x ~ -i 2 REDWO D i .64 2 R )WOOD ~ ~ ~ ~ x ~ ~ ~ X .kJ r T ~ ~x ' ~ ~ x 1~~ x ~ ~ A 18 E ~ , r 46 Jo I- = i , _ - i 4164: - - - _ - - ~ ' 887 1~ ~ 0 IR `x ~ i 16 RE 41643 SD- - - PROPOSED STORMWATER 16 RED ~ ` ~ ~ 23% I - i i 4F 11 y,' i I ~ ~ ~ ~ ~ p ~ ~ r~ ~ 3 /o - - - - n 4 C ER . i i i ® PROPOSED WATER METER I x 1 y r ~ ~ I ~ , ~ r BOA r i ~ ~ r I - - - -W- - - - PROPOSED WATER LINE ~ \ ~ 2 0 A 1 i , 0 X 720 ~ i ~ ~ ~ r r i ~ i r r i t r i ) ~ r I - - - -MINI- - - - PROPOSED WASTE WATER SERVICE 23 ~0 CHERRY ~ 1 ~ _ ~ 4 ~0 v x1 I 1 ~ ~ r' 18 ~ , r ~ 4 ~0 FIR APL ~ r i' 11~ A ~ ~ ~ r r - - ~ ~ i 22 i _ ` - - 0 A 1 - i ~ r, 12 MAP ~ ~ ~ ~ 2 i ~ ~ r ) I i - - - - FM- PROPOSED WASTE WATER FORCED MAIN i FIR , ~ 0 0 ~ ~ 1 1, x x 32 ~0 ~ ~ 1' ~ ~ OAK E i ~ i i r r ~ ~ ~ ~ ~ - - / ` ~ r ~ 1 it ~ ~ - - - 0 1 5 ~ - < i> i 80 i r ~ - _ /o , - OMAPL AP ~ ' ~ r r ) rr -W W - EXISTING WATER SERVICE r 1619 ~ ~ ~ • ~ / x 1 ~ T 10 MA ~ ~ ~ 1 T o A P ~ _ i 1 ' ~ _ o , o , - WW - WW - EXISTING WASTE WATER SERVICE ~ OAK ~ ~ ` 1 ' r i r i r ~ / 6i FIR 2 L~r i ~ ~ i i 9 r' 50 ~ ~ - ~ ( i / ~ ~ ~ ~ ~ ~ i' i 1 r ~ 1 ZE ' , o ~ ~ , •9 0 ~ - G G EXISTING GAS SERVICE / IR / ~ i ~ r i - r i ~ 797 r ~ i,' r ~ _ 4 / r ~ / it ~ ~ 2 ~ / ~ ~ n r GE 1 _ -c--, .r x 0 PEA r ~ ~ ~ ~ ' r ~ _ V V - -0 EXISTING OVERHEAD POWER 1 i ~ ~ X x ~ 1 C 37 i x~x ' r • r~ ~ ~ - - ~r i i ~ ~ i ~ " i 22°/b 1 x1 r X MAP i ~ Q I ~ ~ , ~ 28 0 37 ~ ~ 0 ri r i ~ 0 EXISTING TRANSFORMER 1 , ~ x16 8 APL ` 64 MAPLE CLM ! r 45 ~ 1 4 - ~ ~ 0 > > i RRY~ i i ' ~ d- I I 1 x / ~ 1601 ~ i PLE CLMP CH Y CLMP x 1 1 ~ x ~ ~ x 1 / - t ~ APL P ~ x 612 X x 14 M PLE - - - - - - - PROPOSED PRESERVATION BOUNDARY LINE ' 1 ~ ~ 0 r i 'S 7 27 ~0 x1 4 ~ - 0 ~ ' ~ i r ~ FIR - - - - - - ~ i ~ r r 4 ~ ~ I i r ~x 'S 7 ~ r 1~2 ~ ' r ~ 0 x 1 / y PLE ~ LE 14 - 1 - -~36 PL ~ x ~ ~ ~ PLE CLMP i \ ` ~ 8 EH Y ~r ~ ri ~ i 11' i I x~ - - •r , 6 I , x ~ 1~ 508 - - _ 1 i ~ 0 MAPL 6 ~ i i x 1 r 508 i i ~ ~ X 16 ~ ~ 6 ' ~ ~ i ~ PLE ~ ~ i ~ APLE FIR ~ ~ ~ PROPOSED LOT LINES 170 ~ ~ ~ 1 LE x ~ 0 i x1 ~ ~ i ~ F r x MA LE i APL IR ~ x ~ ~ / x 0 ~ ~ r' LE i ~x i i ~ 4 MAPL _ Ll~ / ~ , • 4 MA r ~ ~ ~ ~ ~ ~ 'r~f--- ~ x' 1552 4 ' ~ ~ 1 i x16 9 5 x i ~ u ~ ~x E _ ` ` u r ~ X X PLE ~ 4 MAP ~ ' r _ ~ ~ ~ / ~ / n 10 RRY ~ - - _ ~ ~ ~ / r ~ _ 47 ` ~ P~ 0 0 MA L x1 ~ x~ 15 228 - r - - ~ ~ - ~ ~ ~ , MA 2 LE APL - - - - PROPOSED PRESERVATION AREA (HOA) 1/ ~ P 0 - ~ 1 ~ r ~ ~ 545 r 1 1~ ; x 764 ~ x ` 1 a r ~ x2 X APLE ~ ` I FIR '~I r r \ ~ 1 / ~ r r . / XpPLE--L x 1 x 48 ~ i~ ~ i / ,ra~~, 2 PZf P x PLE x 1 r ' 1 - ~ - i, r 2 PLE 0- ; ' 1 21 - 32 FI ~ i ~ ~ ' FIR ' ~ ~ ~ ~ / ~ / 1 r L 1 ~ `x 752 ` x 750 9 0 CvAK CuAK ~ X LE I y , + ~ ~ X 0 ~ ~ / i ~ - 7 ~ ~ x P E 0 MAPL 22 LE CL , x i ~ 1 x 8 / ~ 1 ~ 0 f~A`RL i i ~ x1 _ , X 6CHERRY ~ AP _ ~ 4 ' r ~ - - 4 0 1556 , ~ r 70 r I ~ r~ 1 70 \ PROPOSED PRESERVATION AREA ~1 R (INDIVIDUAL TAX LOT) i 1 / / _ - i ~ / ~ - E i ~ FIR ~ r - ~ ~ x 5 MAPLE x I ~ i~ \ ~ ~ i ' ~ ` i ~ ~ ~ i x r' , F _ ~ x 2 0 PL' 31 d F1 ~ ~ ~ x . - r ~ 0 M X 60 12 PLE ~ ) ~ ~i ~ 933 ~ ~ / ~ i ~ 0 MA i ~ r ~ ~ ~ ~ i ~ - _ - _ 0 LE Xx ) r~, v~ i , ~ 9 0 x 59 3 ~ it ~ 1 / 1 - - 1 1 ~ - - `~7 LE 4 ~ 0 ' . ~ r ' 0~ - ~ 0 APL 8 APLE ~ ~ i ~ r 50 _,50 EXISTING FORESTED AREA TO REMAIN ~ xx ~ ~ i r i ~ ~ ~M PL 0 / 12 , ~ ~ / 5 1 i 1 ~ x 7 i x ~ i 6 ~ ~ ' ~ ~ I ~ - , CITY OF EUGENE PROPERTY ~ ~ i / ' 1 x ~ ~ i MA MA r x 04 r r ~ _ _ _ r , - - ~ r r ~ i 1 - ~ 1 ~ x _ i , ~ G MAPLE C~MP 1 _ r i 217~ r r ~ 0 I x 8 G i 1 0 RRY i rr 4 M ~ i , 2 L ~ i' - I \ ~ 1 / r ~ 1 1 i ~ ~ ~ ~ ~ ~ / ~ ~ r , " ~ 17 ' x i 207 ~ ~ ~r / ~i i ~ r 1 x x M~R ~ APL 1 Oi ~ k \ ~ i PLE 400 0 075 ~ r 24 FI r i 0 A DRONE ~ ~ - i Xi i ~ i , ~ ' / 0 MAPLE 1 1 ~ r ~ 11 ~ i ~ 1 0 400 0 MAPLE i r ~ i ~ 0 i I i ~ ~ ~ ~ i~ A ~ ~ ~x ~ i li ~ , 1 1~ / i ~ 1 MAPLE ~ 1 1 / ~ 5 ~ • i 8CHER , - r' , 1 ~ ~ ~ - I ~ - ~ ~ ~ 1 i/ ~ i i PLE CL 1 i i X x ~ 1 ' i 1 1 ~ i i ~ 1 X FIR MAI X x 76 ~ ~ r 6 i , r I ~ x 583 ~ ~ ~ i; ~ r~ MA ~ i ~ 1 7 ~2 FIR MAPLE ~ i , ~ i i`~ r 1 i xr _ y ~ ' ~ 13 - i AP MP - ` ~ ~ ~ / 73 ~i ~i i PL P i 0 ~ ~ ~ FIR ~ r ~ _ - ~ i ~ ~ i i ~ , ~ 'i r ~ „ r ~ I I x~ /APLE i ~i ' LE ~ i ~ ~ 0 P x 0 4~ i i S 18 MAP ~n ~ g4 X 0 0 MAP X x 79 I ~ ~ ~ ~ r i _ , x ~ ~ MA MAPLE ` ~ ~ ~ x I ~ ' ' ~ r i' ` r ~ 1291 0 LE ,i' ~ v 77 / LE 0 MAPLE 24 X ~ _ i ~ ~x r 11 ~ ~ / AK ~ ~ r I i~ ' i r ~ ° ~ 5 it ~ i ~ ` i MAPCO ~ x n ~ , ,r ' x 083 'I~ ~ ~ ~ r .i , ~ r ~ 0 r ~ i x 71 ~ - x 083 ~ i ~ ~ r ~ r ~j L _ MA CHE ~ i ~ ~ x 97~ ~ y,' ~ ` , x 416 x 7 ERRY ERRY ~ iI r, ~ i 565 ii - - - -1'' i y ~ i b M PL i ~ ~ ~ ~ ~ ~ I ~ r ~ ~ r I ~ r ~ ~ r A E 1 0 x 87 ~ r 1 ~ r ~ ~ ~ ~ ~ ~ 93 x 1 0 r. ~ 8 u r ~ 0 x 2 x 081 FIR ` i ~i ~ 0 ~ ~ ~ ri ~ r ~ i i ~ I x X70 ~ , x r--- 89 FIR 19 - ~ APLE ~ / / X 2 PLE 8 0 10 E I ~ ~ _.'r x4 ~ 16 . x143f - - M~ ~ - r ~ X CH ii ~ ~ x 1 ~ 36 PLE C P S i ~ ~ i i s i r 60 ~I i I X 97 x 98 ~ / , HE 088 E ~ APLE , ~ PLE 0 `x r w' 0 PL,E' ~ ~ ~ ~ i , ) ,r, i ~r ~ 60 i dl \ I I 12 FI x MAPLE r~ - x 0 MA 2 2 ~ x MA ~ 149 4 r ~ i r i ~ ~ ~ ~ , v , \I ~ I I 2 MAPL ` ~ 569 ' - 13 1 1 x 4 2 ~ ,i H y 14 O A CLMP 241 i r r ~i ~ r 1~ x ~ 980 X 3 x MAPLE r/ x2 FI 2 FIR X E 0 MAPLE . ~ FIR x 097 x 097 1 0 ,PLE ~ 4 ~ CHE ((r i i x 2 i ' i,~ i y - , ~ r i 0.. LE i t 1 - \ I ~ X r 2 FNS ~ ~ X ` x 440 , 2 ~ r X 0 CHERRY - - ~ ~ ~ 0 ~ r r FI ~ ~ , v~ '\I 1 I ~ \ 1 ' 0 x20 ~ - APLE 5 0 MAPLE ~ ~ 21 ` MAPLE r ~ R ` ~ x 1 ~ I FI ~ ~ / ~ ~ ~ ~ ~ 2113 MA ~ ~ ~ ~ x ~ i r FI ~ ~ ~ x 093 FIR FI ~ 6 CL MAPL x ~ ~ I - ~ ~ X10 ~ x x r ~ 743 ~ 3 \ ~ \ x 9 ~ x 0 MAPL IR x1 ~ ~ x 82 r ~ i 7 ~ ~ ~ • x 109 PL , i MAPLE _ i- _ - ~ FIR x2 MAPLE ~ 0 i 16 F _ ~ - MAPLE ~ x1 CH ~ 67 3 0`~ ~ , 2M ~ ~ I x6 ~ ~ ~ 14FI • x2 F 2 x 14 OA OA > > 2 21~ ~ ~ x ~ , x ' x I " ~ ~ ~ 78 1 26 FIR 2 FI I ~~i x 1 ~ i ` x ' HERR ' ~ ~ r x 0 FIR x x2 Q8 LE 1 /q~ ~ x2 I 1 0 / I 1 X - x g FIR FIR FIR` 8 M E ~ ~ ~ , , 67 , 1311 x 10 x 53 E I ' , 723 ` ' ~ ~ 10 F R ~ 7 I - . x2 ~ r ~ ~ IR PLE 1 x1 20 15 x 2 x1 FIR x1 78 FIR 1443 FIR 6 2 OAK \ ~ M LE MAPL x 12 1 FIR 16 MAPLE x R I APLE ' ~ ~ - X 734 x 38~ ~ r ~ 67-33 x 0 APLE X x i ~ HERRY ERRY 0 MA 152 i 672 y HER i ~ x 4 MAP 1 20 X 46 0 OA ~ _ x 41 \ x1 ~3 _ 1 ~ x „07„ ~ M ~ x 44 i F a ~ ~ ~ 4 FIR , F r IR VINf'Lt 1u1 ~R ~u r 2 nn 145 - X MA E APL LE ' 0 FIR 8 MAPL 1 IR x 4 M FIR X14 148 ' 4 M x 46 I 0 FIR X 2 MAPL CHERR 35 204 y x 4 10 PLE , / CHER APLE x 19 FI x174 '~E M LE X 4 , x1 74 X 13 O M MAPL ~ 2 / FI x FIR 2 PLE PLE A x1 73 ` 4 MA 2 F 24 3 55 203 1 A 1361 2 2 APLE ~ 1 3 FIR X19 0 12 P 1 P MAPL APL 14 PL X x14 ~ X FIR 24 13 2 C RY / ~ ,-'~X 110 R x1 x 4 x 8 x 136 2 LE FIR X 16 A 2 A 12 X APLE CL APLE CLMP X FIR CH 2 - LE 2 X 2042 x 047 X 047 12 FIR C R x M 6 MAP 1 MP x A E L x 3 x1 1 1 M E 12 M LE 30 M CLMP 51 1 X 51 8 28 M APLE 52 R 3 IR 03 R x 7 APLE x 381 16 PLE 4 FIR 70 4 BO TH a rn 0 0 N m 0 N N N 0 J m 3 J N N N N N L N N N C N H a c a N c a N i a T m Scale: 1" = 20'-0" SCHIRMER SATRE GROUP N ~ 375 UVest 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description • Draw Drawn By Ph n : 41. .4 4 F x: 541.686.4577 ~ o e 5 686 5 0 a ~ a 1 6-19-17 m l n r vi w ~ co p ete ess e e iew ces, jas SHEET NO. www.schirmersatre.com 0 0' 10' 20' 40' • 2 8-22-17 completeness review iew Checked a` i Chec t+~4E E: SCHIR~IE~ ~ + UINDSCAPEAACNITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Q COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE o ~ oar a, ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY 4 1-19-18 Date N Lot 33 34 Utilities Date ~ - FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A 3.3.2017 I - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Phan Phase L303 UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD ~ PARTY SHALL HOLD SCHIRMERSArREGROUPHARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. r ©2017, SCHIRMER SATRE GROUP I 1 44 I I / ~ r ~ NI+t~O ~N;~?sl 1 ~ I I ~ e' ,----,y,---- ' x` ~u ~ LEGEND 7 ~ II I t r o~ FIR 1 ~ I / r i ~ ~ ~ ~ ~ / x ~ ` ~ , c ~ ~0 l I • ~ ~ i ~ T i ~ - ~ _ _ ~ - , - ~ x ' ~ ~ 1601 r C~ . r ` ' ~ ` / ~ ~ ~ \ ~ ~ ' ~ r ~ r ~ ~ ~wo - ~ t 0 r w, ~ i 1 - + ~ EXISTING CONIFEROUS TREE r ERx41 3 / v ~ 1603 4 IR ~ i 2 COT N x 0 HOLLY X2 i t , - -----~0 1 - (SEE TREE PRESERVATION LIST FOR ~ x 599 Iii r ~ GRA E~ OA ~ f,x x~ xx FI p ~y ` DITCH LIN _ _ - - I i fit. A EL OAD ~ ~ I ~ ` ~ ~ "~i GR r ~ ~ 'i i 4 ~ ~ ~ ~ x ~ =99f3-~ x AP x x ~ x ~ 143 , i ~ ~ ~ ~ REMAIN/REMOVE) i ~ / x /O i ~ ~ ~ w, ~ l~~ e i x42 3 ' . ' ~ ' - ww - - - ww 30 AK T ~ i - w - - - - w i ~ C ~ ~ f ~ ~ ~ p ~ ~ BRA ANA EXISTING DECIDUOUS TREE Irl. (SEE TREE PRESERVATION LIST FOR 657 - ~ ~ ` ~ ` v 259 259 I i ' - ~ i b ~ , P REMAIN/REMOVE) q~L CHERR`f p € ' i' ~ 0 v ` K x ~ ~ ~ ~ ' v ~ ~ ~ ~ 1 0 . ~ ~ i ~ 0 ~ II li ~ i r t ~ _ ~ - r ~ i i „ ~ i ~ x, 3 i ~ I EXISTING CONIFEROUS TREE TO BE REMOVED ~ ~ / r r + I ~ w x t•-- , - ~ r - I ~ ~ - i i' I i I i i ` li DITCH LI E- X DITCH LI x ~ r ~ ~ ~ i i ~ 5 1 , i i I ~ 1 I ~ ` • x4 65Z'~, I i 606 ~ ~ + I I '0 i / ~ ~ •rf I i~ x p~ ~i ~ i 0 , i i v i f 51 /0 1 ~ i i ~ ~ 64 /0 , ` i ~ X414 7 i ~ i x EXISTING DECIDUOUS TREE TO BE REMOVED 1~R , ~ OAK I i 4 MAPLE v ~ / ~ x 607 ~ I \ ii I ~ \ C~xl ~ ~ p 1 i 46p/0 ~ i ~ • li ~ ~ 6~ APLE R ~ ~ ~ i I I ~ I 1 ~1 I ! ~ 1 1 ~ p ~ I ~ ~ I ~ ` I x • ~ / i r ~ 1 ~ ~ 6 i MAPLE , p ~ 4p/~ i~ ~ r ~ ~ 41~~6 ~ ~ i X TREE PROTECTION FENCING ~ IR i i I ~ ~ / I I R ~ ~ 47 /0 I a ri 1457 i ~ I 3~~ ~ i x ~ i 2 MADRO 1 ~ FIW~ Z4~ x ~ ~ I OAKS. ~ / 1 i 0 1 4 A 4 1 I I 45 /o I M ~ ~ ii li ~ FI p ~ x x , i 445 , ~ i x ~ ~ h ~I. 40AKX ~ ~ ~ 37i x ~ i, 4FIR i ~ r 1~ ` 51 x416 9 1 i - - ~ ~ / i I ~ ~ TECHNICAL FELLING T (TREE TO BE EVALUATED DURING v 38 AK T v x ~ o ~ ~ ~ I CONSTRUCTION 38 /o ~ o j o ' ` ~ 6 v 1 \ o ' ~ \ ~ ~ , , x , ~ ~ 15 0 ~ , OF ROAD OR HOMES) i p ~ I \ \ 1 ~ v v I T 16(18 - r ~ ~ ~ , ' v ~ ~ 5 ~ vx41 7 0 APLE 1612 i , ~ ~ ~ i x . I x - i ~ ~ ~ i ~ , FIR ~ ~ ~ I PERCENTAGE OF CRITICAL ROOT ZONE DISTURBED p ~ FIR I ` 30 APLE ~ I t 6~5 T 47 /0 v v v I 2 OAK , ~ x I ~ ~ i ~ ~ , ~ ~ I ~ ~ , ~ ~ I ~ ~ i i x ~ i OAK ~ / ' v I I r ~ x v r ~ ~ v x 90 i ~ I 0 ' ~ ~ 41634 ~1 \ 0 ' x ~,L ~ ~ i ~ ~ 14 i ~ i 21% 2 ASPEN ~ , 42 /0 v ~ F v ~ ~ t~ / ~ 3,/0 ~ ~x~ ~ `x ` I .41468 `x ; i ~ 6 ~ ~ ~ ' ~ x ~ • 10 AK X2 ~ ~ - ~ i ` ~ I x 41544 R. 1. ` ~ x ~ X 15 r I v 2 REDWOOD ~ 618 A E X2 i ~ 2 CHER ~ ~ 656 I 0 1 4 7 ` x 4 MAPLE, ~ , QTR' ~ ~x ~o - ~ ~ PLEI 39 633 ` x ~ , I q 1 DW0O x - , i ~ RED OD ~ , T X 1637 ~ x 1615 4~~55 + , ; _ ~ i ~ ~ ` 146 I I i _ ' ~ xx , I ~ ~ ~ v - ~ i I 40 ~ ,,I- ~ i ~ ~ i ~ ~ CRITICAL ROOT ZONE x ~ 41~ 6 v 2 ~ 1622 ` ,~.6 FIR x ~ ~ ~ i , ~ 16 ~ 2 PLE x, ~ ~ ~ . -i i ~ x ~ ~ I 18 ~EDW 1638 MAPLE X3 I ~ - I ~ ~ ~ ' 4155 ~ ~ r ' x 2 ~ 554 - oA 3~'l o, , - , , i 541 i I x I ~ I i ' ~ _ ~ II DWOOD ~ 14 FI 4 FIR r ~ 0 I , _ - 0 I x _ rr i ~ , ~ I i ~ , ~ ~ 0 , ~ ~ " ' I ~ , i ~ • 45 /0 x 1 ` - - 55 , r ~ i 5 64 40 D 1q~~R 553 '155 ~ 35 / ~ 39 i n~~ 414 `x / ~ - ~ LEVELSPREADER I i 1 RE OOD 2 RE FIR , p 4 FIR i II 214 ~ r u 6 ~ - ~ ~ I ,~$4 /o , 1 i 'i X i 1641 OAK ~ ~ ~ , ~ u i' ~ 14 A ~ x41 ~ ~ , ~ - I ' ~ ~ ~ 4164 2 REDWOOD ` 556 I ~ x _ x i 48 IR ~ ~ ~ ~ ~ ~ , ~ i x i , x s; ~ ' ~ r ` ----~--I 2 REDWO D i - - T K X2 rt ~ - \ I \ - - - SD- - - PROPOSED STORMWATER ' ~ 460 32 /0 1~ 1 \ i 1 i 41643 I 0'~K__-. I/ _ r 887 ~ ~ _ 0 IR ~ ~ 16 REDWOOD / ' I ~ i ._.......................L......... - i 4F 11 i I i - ~ ~ ~ ~~s:=.. - - - 0 i ~ ~ ~ ~ ~ ® PROPOSED WATER METER r rt 4 CH'ERR x I x i w - 41 /p ~ x ,x ~ x - - - -1N- - - - PROPOSED WATER LINE i i 1 1 r~ ~ i ~ 550 I X OA r i 1 ~ 1 r ~ x41 I 4 OAK ~ ; , x , ~ - - - -MINI- - - - PROPOSED WASTE WATER SERVICE ~ I r 1 \ i r I R I ~ r r i v I I ~ ' ~ ~ i I I ~ r 614 549 v I I I 18 I I I ~ i x4 620 OAK OAK ~ ~ ~ ALT NATE - - - - FM- PROPOSED WASTE WATER FORCED MAIN ~ ~ i, 17r A I I I I i OAK z 1 1 ~ I I o - 37 ~ _ I oA 3/0~ ~ i ~ r ~ , I \ \ / ' I~ - ~ I U,J ' -W W - EXISTING WATER SERVICE v I ' 80 1 1 i ~ ~ T, x / \ ~ ~ ~ I r ~ ~ r I IR ~ i i . ~ ~ I ~ ~ WW - WW - EXISTING WASTE WATER SERVICE r ~ r , ~ I r - , ~ , x r ~ ~ , ~ ` ~ ~ I TATI N ~ FIR ~ I x4 , i. - ~ / Iz r , I ~ F - G G EXISTING GAS SERVICE x ~ ~ ~ rx io i I ~ FIR ~ 41776 r ~ 'gyp , , x ~ ~ V V - -0 EXISTING OVERHEAD POWER 0 ~ ~ ~ _ I , , 27 /o " I i i 9 / ' Ox ~ ~ 12 0 ~ ~ ~ ~ • 007 ~ ~ , ~ ~ . i ~ x I i - , ' - 42 0 , i x x ~ ~ I i~ 20AK x 191• T I' ~ ~ ~ 4 OA ~ ~ ~ i x~~ , x 1 0 EXISTING TRANSFORMER ~ I , i ~ ~ 15 ~ ~ , ~ ~ ~ i ~ 8FIR ~\~i ,1\\ ~ p x' _ ' _ _ T, T ~ v ~n ~Y r 1 I - - - ! - - ~ i , ~ i, I x x , ~ ~ , x 1775 - - - - - - - PROPOSED PRESERVATION BOUNDARY LINE _ _ - - ~R ~ - ~ ~ ~ I i 0 r I ~ , ` ~ x , ~ ~ ~ ~ ~ CHER ~ ~ ~ , 54/ I, , ~ ~~i , , \ ~ J I I 4 I 1 I 1 ~ ~J i 11 L ~ ~ ~ ~ I 66 671 6 1 ~ ~ r 1 1 OAK x ~ i i`< ~ r- X41 ~ ~ ~ tix41 1 y ~ , ~ PROPOSED LOT LINES , I r ~ i 2p/ ~ 1 ~ II i ~ i ~ 4 7 d ~ ~ FIR ~ ~ x ~1 ~ ~ I i ~ i ~ i FIR p ,y, i i ~ ~ ~ 0 FIR , ` 7 I ~ 0 5 /o•, /o x ~~i I i I'~10 i I liti l i ~ i 41176 ~ A r ~ ~ ' i 4 ' ~ ,I p 1 4 - ~ ~ - ~ r I ~ x i 8FIR II ~ ~ v ~ ~ i , ~ ~ i~ \ P - - \ ~ ~ ~ ~ ~ ~ 2 IR p , x d i u i~ ~ ~ PROPOSED PRESERVATION AREA (HOA) 228 - - - - - ~ ~ 6 ~ ~ ~ T 2 A R NEX ~ /p( ~0~ 48 dR ~ 41.163 ~ / , ~ ~ 4 ~ APL 545 I , ' ~ ` ~ \ ~ ~ , i I I 180 FIRi ~ i ~ i 32'OAK i ~ ~ ~ I I xj 1 ~ ~ ~ I 1 APLE \ ~ i ~ ~ i ~ F ~ ~ r ~ ~ d ~ ~ ~ ~ ~ ~ IRI ii ~ I ~ ~ i ~ , ~ ~ x ~ ~ ~ ~ i ~i x i i , 32 FI - - i - ~ ~x~ i~~ ~ ~ i , I y, r i ~ V i ~ i • 21% x x ~ , , PROPOSED PRESERVATION AREA r 1556 4 ~ ~ I I 70 ~ ~ r \ , ~ - F i ~ i li ~ - - - ~ ~ , x4 64 i (INDIVIDUAL TAX LOT) MAPLE ~ I r r i 1 R r , ~ ~ ~ FIR ~ - ~ ~ Q Fb I ~ ` ~ ~ ' LE I - i \ r i ' , , x ~ x i ~ ~ ~ ' ~ ~ ~ EXISTING FORESTED AREA TO REMAIN ` - ~ ~ / p r 1 , ~ I - - ~ ~ i x x ~ x , ~ CITY OF EUGENE PROPERTY \ 1 ~ ~ ,50 3 /0 \ r i - ~ ~ r A i ~I f / i i ~ ~ ( r f 1 \ > ~ ~ ~ I ~ - ~ • / / , ~ / - - r 4~p/o I / I ~ 1 x 1 r x r I I :I ~ CHERRYI r v 3 1~ v ~ , _ - x i ~ - ~ ~ x 8 , G I I ~ I, v I I 3 i~ - ~ K, - ~ I ~ I - ~ r o . r 4 1 r ' I i t I ~ I , i - - ~K ~ ~ i r i r ~ - - ~ - i CHE x 1 i r ~ ~ r i i I ~ ~ I ~ - - ~ 1 1 i ~ ii ~ r 0 i ~ 1 ' 1 ~ i A i I i r-- x ~ /0 i ~ 1 ~ ~ i i ~ x4 ~ I ~ IR I- .v ~ ~ 60 ~ - ~ x x1 1 x 0 ~ ' r - i , ~ ~ 0 1 - \ ~ 1 ~ i I \ i r ' i I x ~ 1 - I r I ~ ~ - ' 4115 ' 11 ~ i ~ 16 M 2 X r~ ' I i ~ ~ p~ r i i I - - F x' 13 ~ - ' I I ~ 0 ~ 6 I i x 1C r - I 7 /0 ' r 21 I ' ~ x 104 ~ ~ 3 ' ~ i x I R 1 ~ ~ / ~ 1 ~ , ~ I 2 OAK ~ ~ ~ x9 i x~ i ~ _ _ r I , ~ ~ ~ T~/-r~ ~ i ` ' l / V i i AK , x 4$ 71 u 1 ~ I r ~ \ ~ ~ I - - - - - 4 i - i I I ' ~ ~ ~ v I F •v v ~ i~~" ~ ~ i ~ i - ~ 2 AP ~ a ~ i vv o r ~ ~ ~ r 1 ~ A ' I I ~ ~ ~ ~ ~ y r ' I _ 16 ~ 1 ~ i , 6 0 PL 60 rlv ~ y r i _ ~ v o~ I - ~ i ~ \ ~ ` 9 xv 1 x i ~ ill ` I r x ~h I' 045f=i Ii- 0 C Y~1 ~ I I x v ~ x - I v 1 i i ` r e ~ 50 I C I I v n• I x ' ~ r yr ~ ~ C I I I i i i ~ x x I ' ~ ~ ii ~ x ~ I ~ r ~v` - ~ r i t r~ i 1 ~ it i 1 p 1 ~ i v ~ 1 0 11 ~ ~ II p 11 ~ OA x ~ I ~ 1 r l i v I i , 8 CHE~t ~ - ~ I , ,1 p ~ x 2 i i 1'~ ~ ~I • FIR FIR 1 r p 68 Ix 1 i; 1 x I p i ~ ---1-- - ~1' 1 I I iiFl F - I , ~ ,I ~ ~ 37 /o ~I ~ p ~ , 1 1 F I ~ ~ ` ~ 12 I i i ~ ~ 0 LE r I I x v I I I , ~ 1 1 ~ I r 1 1 /Or ~ ~ I I I I ~ 12 r ~ FIW v ~ ~ I ~ ~ r v~ ~~x I v ~ 6 90 1 1 1 0 PLE I 6 r , I r r~ i ~ , ~ ~ I ~ ~ , ~ ~ r I ~ ,v T ~ ~ i i x ~ r v F I` I I i 3 rr ~ ~v , MAPL ' r i I 4 IR i t ~ i 14 yy i -'i I ~ ~ x ~ l I 1 l I I i / 1 ~ ~ 6 X` I ~ xx I v x r' r I I I x 687 ~ 1 x ~ 1p v 7 x r 1 I 743 v ~ v 692 ~ ~ x~ ,r . I '~x r r 1 v 0 ~ 0 x ~ ~ i ~ / i x pp ~ ~ ~ g 1 fl MAPLE x ~ MAPLE .C x , - ~ ~ i - ~~6 F `L--~ x x ~ _ y r X ~ i ~ r 0 ~ 1 ~ ~ ~ ~ , , I - ~ \ ~ r X 8r ~ 3 0, ~ ~ 2 % - ~ I ` I x6 i x " 14 FI ` x x ~ t 7 x ~ X ~ I i FI ~ r ~ ~ \ OA 0 ~ _ r x I \ ~ .i - ,r COT ~INWO x. `~1 r x x 1 i' x_ - I I ~ x ~ I x x~ r. ~ 20 p i - _ - - ~ r - ~~7~--__--- 1 ~ v i / ` ~ ' ~8 LE ~ 1 / ~ , 1 i 1 r - i I I X 1 9 x x6 _ x 133 ~ ' 1 - - ~ I \ - 8 M E ~ ` ~ 1 i v i I~ ' i 67 , 7 r. v ` ~ 1 723 `v , ~ ~ I 10 F R, IR ~6 ~ ~ ' 91 i APLE - I ~ I OAK r ~ 8 C ERR 3 IR I PL x 120 L x 120 ~ ~ ~ P MAPLE ~ ~ p i i APLE r ~ x r 0 x ~ ~ MAPLE 1. , ~ 6y35 734 FIR 6685 , \ < . 48 . I i I r HERRY ERRY i RY• I ~ I i 672 ~ ~ ~ ~ I T ~ M 1 ix~ 1 ~ ~ IR ` ~ ~ ~ ~ ~ n . ~ ~ . FIR ~ FIR ~ ~ I - ~ `10 OA _ x~ ~ 680 0 \ \ ~ it ~ i ~ ~ MAPLE 2 MAPLE ~ ~ 124 ~ ~ ~ 9 757 ~ APLE ' PLE i ~ ~ ' CHERR ~ RRY 135 ~ ~ ~ 2 6 x FIR~~ ' ~ i ' ~ ~ ' 4 M IR ~F~ x ~ x2 M P LE 1 xr1 2 M PXI~ 7 ` x x6 56 5 IR x1 65 i ~ - '~X 110 513 - 1 LE RRY x 90 ` i AK x1 66 ~ Q x514 APLE 51 8 MAPLE x x 141 ~ 9 RY APLE 4 CHERRY X 4 FIR x ` MAPLE X AP 2 ~ ' 0 CHERRY N a 0 N N m 0 N N N 0 J m 3 J N N N N N n ^I N N N C N H a c a N c a N i a T m Scale: 1" = 20'-0" SCHIRMER SATRE GROUP N ~ 375 UVest 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description • Draw Drawn By Ph n : 41. .4 4 F x: 541.686.4577 ~ o e 5 686 5 0 a ~ a 1 6-19-17 m l n r vi w ~ co p ete ess e e iew ces, jas SHEET NO. www.schirmersatre.com 0 0' 10' 20' 40' • 2 8-22-17 completeness review iew Checked a` i Chec t+~4E E: SCHIR~IE~ ~ + UINDSCAPEAACNITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Q COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE o ~ oar a, ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY 4 1-19-18 Date N Lot 33 34 Utilities Date ~ - FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A 3.3.2017 I - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Phan Phase L3m4 UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD ~ PARTY SHALL HOLD SCHIRMERSArREGROUPHARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. r ©2017, SCHIRMER SATRE GROUP NOTES WHAT THE DESIGNATIONS MEAN: DISCRETIONARY TREES ON PRIVATE LOTS: 00 ~ on on on on THESE ARE TREES THAT ARE CONTAINED WITHIN THE BUILDABLE m c m c m c v c ~ v ~ v ~ v v v c v c v c v c v c U _ _ _ _ _ _ N v N Ol N N N Ol N AREA OF EACH OF THE LOTS. THESE TREES ARE TO BE EVALUATED AT TIME OF SUBMITTAL FOR Q LL Q f0 LL Q f0 LL Q (0 LL c V7 C ~ V) c c LL ~ LL Q LL Q LL Q LL C V1 C Vl C V1 C BUILDING PERMIT FOR EACH LOT. AT THAT TIME THERE WILL BE A -p O ~ N U -O 0 ~ U -O 0 ~ N U -6 0 N U U ~ ~ U ~ ~ U ~ ~ v U ~ ~ U = N ~ ~-~~p C~ r ~ ~ N -p N L ~ ~ N =p N O0 r N ~ ~ ~ ~ 2 N DETERMINATION IF THE TREE IS TO REMAIN OR BE REMOVED. UNTIL ~ ~ ~ ~ ~ S Ul ~ ~ ~ ~ L N ~ ~ ~ ~ ~ L N ~ ~ ~ ~ ~ L N ~ ~ c E E ~ v ~ c ~ ~ ~ v ~ c ~ E ~ v v c ~ E ~ N O N N ~ ~ F v7 U ~ ~ O L N 0 N N 0 L N 0 N N 0 Y ~ ~ ~ C Y ~ v ~ E A= ~ v ~ E' E. k+ ~ v ~ E J~+ N 0 v N 0 N N 0 ~ N 0 N N 0 ~ N 0 N N N 0 v N 0 N N 0 v THAT TIME DISCRETIONARY TREES CAN ONLY BE REMOVED IF THEY ° ARE DISEASED, DEAD OR HAZARDOUS. ~ U7 U ~ ~ ~ c F V7 U ~ K F C F V) U ~ K ~ c ~ c F 'n U ~ F c F in U ~ F c F in U ~ ~ F c ~ in U ~ F c 920 24 FIR G X X 923 20 OAK P X 1857 22 FI R G X X 41561 10 OAK P X X X 824 10 MAPLE P X 1569 8" MAPLE P X X 2095 16 FIR G X 6751 34 FIR G X TREES IN RIGHT OF WAY / STREET/ ACCESS 934 40 FIR G X X 931 32 FIR G X 1858 14 FIR P X 41599 18 FIR G X 827 12 FIR F X 1570 8 MAPLE P X X 2097 8 CHERRY P X 6752 16 FIR G X THESE ARE TREES THAT ARE: • IN THE EXISTING RIGHT-OF-WAY THAT IS TO BE WIDENED AND 943 14 MAPLE P X 932 26 FIR G X 1859 24 FIR G X X 41600 44 FIR G X 952 8 MAPLE P X X 1571 32 FIR G X X 2099 32 FIR G X 6753 16 MAPLE G X IMPROVED 988 260AK G X X 948 28 FIR G X 1860 10 FIR G X 41601 28 FIR G X 969 10 CHERRY P X 1572 18 MAPLE P X X 2102 10 MAPLE P X 6755 16 FIR G X • IN THE PROPOSED PRIVATE STREET 998 12 MAPLE P X 949 48 MAPLECLMP P X 1878 30 ASPEN P X 41603 10 HOLLY X2 F X 976 12 MAPLE X3 P X 1573 14 MAPLE P X X 2103 10 MAPLE P X 6756 20 OAK F X • IN THE PROPOSED ACCESS AREA FOR LOTS AS SHOWN ON SITE PLAN • IN THE AREA REQUIRED FOR GRADING ALL OF THE ABOVE 1014 24 FIR X2 G X 950 16 MAPLE P X 1880 18 OAK P X X 41606 14 MAPLE P X 979 12 APPLE X2 P X 1574 16 MAPLE P X X 2104 10 MAPLE P X 6757 14 CHERRY P X 1015 26 FIR G X 951 18 MAPLE P X X 1882 12 OAK P X X 41607 10 MAPLE P X 983 10 CHERRY P X 1575 40 MAPLE CLMP G X X 2107 8 MAPLE P X 6758 8 MAPLE P X CONSERVATION TREES HOA/PRIVATE 1016 22 FIR G X X 993 14 OAK P X X 1887 64 FIR G X X 41608 14 MAPLE P X 1062 48 MAPLE CLMP P X X 1580 36 MAPLE CLMP P X X 2108 10 MAPLE P X 6759 14 MAPLE P X THESE ARE TREES CONTAINED IN BOTH THE CONSERVATION AREA: HOA AND THE CONSERVATION AREA: INDIVIDUAL TAX LOT. 1017 16 OAK P X 999 8 MAPLE P X 1890 12 ASPEN P X 41609 44 FIR G X X X 1065 16 OAK P X 1581 10 MAPLE P X 2109 10 MAPLE P X 6760 8 MAPLE P X THE MAJORITY OF THESE TREES ARE TO BE PRESERVED. 1030 40 FIR G X 1037 26 FIR G X 1967 10 MAPLE P X 41610 40 FIR F X X X 1066 16 OAK P X 1582 8 MAPLE P X 2110 20 MAPLE P X 6761 10 FI R G X X THE CRITICAL ROOT ZONE AND POTENTIAL IMPACT TO THOSE ROOTS 1051 18 MAPLE P X 1053 22 FIR G X X 2168 36 FIR G X 41611 14 MAP LE X2 P X 1084 12 MAPLE X2 P X 1583 8 MAPLE P X 2112 12 MAPLE P X 6762 26 FIR G X X FOR TREES THAT ARE ON THE BORDER OF THE CONSERVATION AREA AND THE BUILDABLE AREA OF ANY GIVEN LOT HAS BEEN SHOWN. 1053 22 FIR G X X 1095 10 CHERRY P X 2174 36 MAPLE CLMP P X 41612 12 OAK P X 1090 14 OAK F X 1584 30 FIR G X X 2113 40 MAPLE CLMP P X 6763 34 FIR G X X THESE TREES ARE TO BE EVALUATED AT TIME OF SUBMITTAL FOR 1098 22 OAK G X 1096 26 FIR G X 2188 10 MAPLE P X 41613 22 FIR F X 1111 16 OAK P X X 1592 30 MAPLE CLMP P X 2116 10 MAPLE P X 6764 10" MAPLE P X BUILDING PERMIT FOR THE INDIVIDUAL LOT. 1099 12 OAK P X 1101 12 OAK P X 2189 14 MAPLE P X 41614 16 OAK P X UNTIL THAT TIME CONSERVATION TREES CAN ONLY BE REMOVED IF THEY ARE DISEASED, DEAD OR HAZARDOUS. 1112 14 FIR F X 1593 16 MADRONE P X 2121 18 MAPLE F X 41535 40 FIR G X 1100 10 OAK P X X 1103 16 OAK P X 2191 26 FIR P X 41615 12 MAPLE F X 1113 10 FI R F X 1596 22 FIR G X 2122 30 MAPLE CLMP P X 41539 28 OAK G X X 1187 10 OAK F X 1104 12 OAK P X 2192 10 MAPLE P X 41616 14 MAPLE F X 1114 14 FIR G X 1600 36 MAPLE CLMP G X X 2123 14 MAPLE P X 41540 22 OAK F X X 1193 100AK F X X 1105 58 FIR P X 2193 8 MAPLE P X 41617 30 MAPLE P X 1115 16 FIR G X 1601 24 MAPLE CLMP G X 2124 12 FIR F X 41541 16 OAK F X X 1194 24 OAK CLMP G X 1166 10 OAK F X 2197 26 FI R G X 41618 10 MAPLE P X 1118 10 MAPLE P X 1657 22 FIR F X 2127 16 MAPLE F X Summary Count 1195 20 SPRUCE G X 1171 16 SPRUCE G X 2209 26 FI R P X 41620 18 OAK G X 1120 10 MAPLE P X 1682 20 FIR G X X 2130 12 CHERRY P X Trees in ROW 130 1197 26 FIR G X 1176 26 FIR G X 2215 14 FIR P X 41621 48 FIR G X 1122 20 MAPLE F X 1688 18 FIR G X 2131 12 CHERRY P X Discretionary Trees on Site 336 1214 56 FIR G X X 1178 105WEETGUM F X Red Maple 2216 16 FIR P X 41622 12 MAP LE X3 P X 1123 38 FIR G X 1689 24 FIR G X 2133 10 MAPLE P X Conservation Area Trees 401 1222 10 CHERRY P X 1182 12 FIR P X 2221 26 FIR G X 41623 38 FIR G X 1124 12 MAPLE P X 1691 14 MAPLE P X 2134 22 FIR G X Total Trees 867 1525 60 MAPLE CLMP P X X 1199 48 OAK CLMP P X X 2223 26 FI R G X 41625 34 FIR G X 1125 16 FIR F X 1693 28 FIR G X 2142 12 FIR F X 1526 36 MAPLE CLMP P X X 1202 10 OAK P X 2224 20 FI R F X 41626 24 FIR F X 1126 24 MAPLE F X 1720 10 CHERRY P X 2145 14 MAPLE P X 1527 40 MAPLE CLMP P X X 1203 18 OAK P X 2228 8 MAPLE F X 41629 10" F TREE F X Plum Plum 1127 26 OAK F X 1728 18 FIR G X 2148 12 MAPLE P X Summary Count 1528 36 MAPLE CLMP P X X 1205 14 OAK P X 2229 32 FIR G X 41632 10 REDWOOD F X Cryptomeri~ Cryptomeria 1128 34 OAK CLMP P X 1735 8 CHERRY P X 2150 10 MAPLE P X Good Condition 271 1530 8 SWEETGUM P X Red Maple 1207 22 OAK P X X 2231 12 MAPLE P X 41633 12 REDWOOD F X Cryptomeri~ Cryptomeria 1273 16 FIR F X 1736 10 MAPLE P X 2152 12 CHERRY P X Fair Condition 130 1641 36 FIR P X 1209 40 FIR G X 2232 8 MAPLE P X 41634 12 REDWOOD F X Cryptomeri~ Cryptomeria 1274 14 FIR F X 1737 14 MAPLE P X 2153 24 FIR G X Poor Condition 466 1668 12 FIR F X 1210 20 OAK P X X 2235 10 MAPLE P X 41635 14 REDWOOD P X Cryptomeri~ Cryptomeria 1276 24 FIR G X 1739 22 MAPLE P X 2154 10 CHERRY P X 1669 16 FIR F X 1211 14 CHERRY P X 2236 10 MAPLE F X 41636 12 REDWOOD P X Cryptomeri~ Cryptomeria 1278 16 MAPLE P X 1741 8 MAPLE P X 2155 8 CHERRY P X • TREES REMOVED BY REQUIRED IMPROVEMENTS TO RIGHT OF WAY AND 1670 24 MAPLE CLMP P X 1215 12 CHERRY P X 2237 30 MADRONE G X 41637 12 REDWOOD P X Cryptomeri~ Cryptomeria 1280 16 FIRSNAG P X 1742 8 MAPLE P X 2159 14 FIR F X PRIVATE DRIVE- 15% 1671 18 MAPLE P X 1218 26 ASPEN P X X 5016 34 FIR G X X 41638 12 REDWOOD P X Cryptomeri~ Cryptomeria 1281 26 FIR G X 1743 10 MAPLE P X 2160 12 CHERRY P X • TOTAL TREES ON SITE IF ALL DISCRETIONARY TREES ARE REMOVED- 1711 10 MAPLE P X 1291 10 MAPLE P X 5018 12 MADRONE F X 41639 12 REDWOOD P X Cryptomeri~ Cryptomeria 1283 10 FIR P X 1745 14 MAPLE P X 2161 10 MAPLE P X 39% • TREES IN FAIR OR POOR CONDITION- 1778 10 CHERRY P X 1292 12 MAPLE P X 5057 8 MAPLE P X 41640 12 REDWOOD P X Cryptomeri~ Cryptomeria 1284 34 FIR G X 1746 42 FIR G X 2164 36 MAPLE CLMP P X 69% 1788 20 FIR G X 1493 10 MAPLE P X 5070 24 FIR G X 41641 12 REDWOOD P X Cryptomeri~ Cryptomeria 1287 12 MADRONE P X 1747 8 MAPLE P X 2169 30 MAPLE P X X • REPLACEMENT FOR DISCRETIONARY TREES REMOVED- 1800 10 MAPLE P X X 1512 12 MAPLE P X 5076 14 COTTONWOOD P X 41642 12 REDWOOD P X Cryptomeri~ Cryptomeria 1294 10 FIR F X 1748 10 MAPLE P X 2171 26 FIR G X 100% 1801 12 MAPLE P X X 1516 12 MAPLE P X 5078 12 MAPLE P X 41643 16 REDWOOD P X Cryptomeri~ Cryptomeria 1295 12 FIR F X 1749 22 MAPLE CLMP P X 2172 24 FIR G X 1802 28" FIR P X X 1520 18 MAPLE P X 5080 28 COTTONWOOD P X X 41644 12 REDWOOD P X Cryptomeri~ Cryptomeria 1297 14 MAPLE F X 1750 10 MAPLE P X 2176 8 MAPLE P X 1863 16 SPRUCE G X Atlas Cedar 1521 18 MAPLE P X 6666 16 OAK P X X 41645 14 REDWOOD P X Cryptomeri~ Cryptomeria 1302 12 FIR F X 1751 26 MAPLE CLMP P X 2177 10 CHERRY P X 1865 10"Cherry P X X 1522 18 FIR G X 6667 16 OAK P X X 41646 18 REDWOOD P X Cryptomeri~ Cryptomeria 1308 10 MAPLE P X 1752 10 MAPLE P X 2179 10 CHERRY P X 1866 26 FIR G X 1533 14 CHERRY P X X 6669 8 OAK P X 41647 14 REDWOOD P X Cryptomeri~ Cryptomeria 1310 12 MAPLE F X 1753 24 FIR G X 2183 14 MAPLE P X 1870 24 FIR P X 1537 10 CHERRY P X 6670 34 FI R G X 41649 38 OAK G X 1872 26 FIR X2 G X 1538 10 CHERRY P X 6671 60 DBL FI R G X X 41651 16 OAK P X 1311 16 MAPLE F X 1754 12 FIR F X 2184 8 MAPLE P X 1313 12 MAPLE F X 1755 12 MAPLE P X 2240 24 MAPLE P X 1886 18 FIR P X 1540 18 CHERRY P X 6672 14 FIR P X 41652 20 OAK G X 1314 12 MAPLE P X 1756 16 MAPLE P X 2241 10 CHERRY P X 1894 10 CHERRY P X 1543 38 FIR G X 6673 8 CHERRY P X 41654 16 OAK P X 1316 12 MAPLE P X 1765 8 MAPLE P X 2242 10" MAPLE P X 1895 10 CHERRY P X 1544 8 MAPLE G X 6674 8 CHERRY P X 41655 16 OAK P X 1318 52 FIR G X 1766 10 MAPLE P X 5025 20 FIR G X X 1897 8 CHERRY P X 1545 10 MAPLE P X 6675 14 FIR G X 41656 14 MAPLE P X X X 1323 26 FIR G X 1767 10 MAPLE P X 5029 12 MAPLE P X 1898 10 CHERRY P X 1546 42 FIR G X 6676 32 FIR G X 41657 14 DBL CHERRY F X 1326 18 MAPLE P X 1768 10 MAPLE P X 5037 10 OAK P X 1986 16 MAPLE P X 1548 12 MAPLE P X 6697 24 FIR G X 41702 440AK G X 1331 28 FI R G X 1769 12 MAPLE P X 5038 10 MAPLE P X 2198 30 MAPLE CLMP P X X 1551 14 MAPLE P X 6698 18 FI R G X 41714 22 OAK X2 G X 1335 12 CHERRY P X 1770 8 MAPLE P X 5044 8 MAPLE P X 2203 8 CHERRY P X 1552 14 MAPLE P X 6699 12 FI R G X 41715 20 OAK G X 1342 20 FIR F X 1771 12 MAPLE F X 5045 8 MAPLE P X 5002 10 MAPLE P X 1553 12 MAPLE P X 6700 30 FIR G X 41716 20 OAK G X 1343 8 MAPLE P X 1772 14 OAK F X X 5046 10 CHERRY P X X 5003 10 CHERRY P X 1556 8 MAPLE P X 6701 8 MAPLE P X 41717 24 OAK G X 1344 8 MAPLE P X 1773 12 MAPLE P X 5047 34 FIR G X X 5004 8 CHERRY P X 1559 10 MAPLE P X 6702 32 FIR G X 41728 18 OAK F X 1346 38 FIR G X 1774 36 MAPLE CLMP F X 5079 30 FIR F X X 5005 26 FIR G X 1560 10 MAPLE P X 6706 10 FIR P X 41731 16 ALDER P X 1347 14 MAPLE P X 1775 16 MAPLE CLMP F X 5083 36 FIR G X X 5006 36 FIR G X X 1564 10 MAPLE P X 6707 50 FIR F X X 41732 26 COTTON P X 1348 14 CHERRY P X 1779 8 OAK F X 5085 24 FIR G X 5009 16 MAPLE G X 1576 16 MAPLE P X 6708 32 COTTONWOOD F X 41733 12 FIR F X 5013 10 OAK P X 1577 60 MAPLE CLMP P X 6712 48 MAPLE CLMP P X 41739 34 OAK G X 1353 12 MAPLE P X 1780 10 MAPLE P X 5098 10 MAPLE P X 1354 12 MAPLE P X 1949 32 FIR G X 5099 28 FIR G X 5015 16 MADRONE F X 1578 24 MAPLE P X 6713 10 COTTONWOOD P X 41740 38 OAK G X 1355 14 MAPLE P X 1951 14 MAPLE P X 5101 24 FIR G X X 5061 16 FIR F X 1585 12 FIR P X 6717 10 CHERRY P X 41769 40 FIR G X 1358 12 MAPLE P X 1953 14 MAPLE P X 5103 10 CHERRY P X 5065 40 FIR G X 1586 10 FIR P X 7407 10 APPLE F X 41775 8 CHERRY P X 1360 36 MAPLE CLMP P X 1959 12 FIR F X 5108 24 MAPLE F X 5067 12 OAK F X 1587 30 FIR G X 7436 22 FIR G X 41776 12 OAK P X 1361 12 MAPLE P X 1963 14 MAPLE P X 5110 12 MAPLE P X 5081 18 MAPLE G X X 1588 36 MAPLE CLMP F X 7438 8 SWEETGUM F X Red Maple 41798 36 FIR G X 1364 16 MAPLE P X 1964 24 FIR F X 5127 18 FIR G X 6662 38" FIR G X 1589 10 MAPLE P X 7606 16 MAPLE F X 41800 48 FIR G X 1369 22 FIR G X 1970 10 MAPLE P X 5133 10 MAPLE P X 6663 26 FIR G X 1590 10 MAPLE F X 7634 8 SPRUCE G X 41802 16 FIR G X 1374 16 MAPLE F X 1972 32 FIR G X 5135 10 MAPLE P X 6668 26 FIR G X 1591 24 FIR G X 7635 28 FIR G X 41803 8 FIR G X 1376 14 MAPLE F X 1973 12 FIR F X 5137 8 MAPLE P X 6703 14 MADRONE P X 1597 10 MAPLE P X 7637 38 FIR G X X 41807 32 FIR G X 1380 24 FIR G X 1974 12 MAPLE P X 5138 8 CHERRY P X 6704 14 MADRONE P X 1598 8 CHERRY P X 7678 12 CHERRY F X 41808 38 FIR G X 1381 10 MAPLE P X 1975 8 MAPLE P X 5139 14 MAPLE P X 6705 32 FIR G X 1599 8 MAPLE F X 7747 30 FIR G X 41809 28 FIR G X 1383 8 MAPLE P X 1977 10 MAPLE P X 5140 44 FIR G X 7599 10 ASPEN P X 1604 10 MAPLE P X 7753 38 FIR G X 41810 32 FIR G X X X 1387 20 FIR G X 1978 12 MAPLE P X 5141 10 CHERRY P X 7607 12 MAPLE P X 1605 36 MAPLECLMP P X 7754 32 FIR G X 41811 36 FIR G X X 7610 18 FIR G X 1606 24 MAPLECLMP P X 13148 10 MAPLE F X 41812 40 FIR G X X X 1389 26 FIR G X 1979 28 FIR G X 6677 32 FIR G X X X 1390 24 FIR G X 1980 8 MAPLE P X 6678 40 FIR G X X 13097 22 SWEETGUM F X Red Maple 1607 36 MAPLECLMP P X 13156 16 MAPLE X2 F X 41813 12 MADRONEX2 F X 1392 36 FIR G X 1981 10 MAPLE P X 6679 12 FIR F X 13151 24 MAPLE CLMP F X 1608 14 MAPLE P X 13290 36 FIR F X 41815 38 FIR P X X X 1393 10 MAPLE P X 1989 16 FIR G X 6680 12 MAPLE P X 13152 24 MAPLE CLMP G X 1609 10 MAPLE P X 15533 28 FIR F X 42748 10 OAK F X 1394 8 MAPLE P X 1991 22 FIR G X 6681 10 OAK P X 13155 14 MAPLE X2 F X 1610 12 MAPLE P X 15547 14 SWEETGUM G X Red Maple 42783 30 OAK G X 1398 8 MAPLE P X 1995 48 MAPLE F X 6682 40 FIR G X 15517 16 SPRUCE F X 1611 10 MAPLE P X 40071 38 FI R P X 1400 10 MAPLE P X 1998 18 FIR G X 6683 36 FIR G X 41182 16 FIR F X 1612 10 MAPLE P X 40072 12 OAK P X 1402 8 MAPLE P X 1999 40 MAPLE CLMP P X 6684 8 CHERRY P X 41183 34 FIR G X 1613 10 MAPLE P X 41146 22 MAPLE P X 1403 26 FIR G X 2001 24 FIR G X 6685 8 CHERRY P X 41185 18 FIR F X 1614 10 MAPLE P X 41147 26 MAPLE P X 1404 8 MAPLE P X 2002 26 FIR G X 6686 30 COTTONWOOD P X 41186 28 FIR F X 1615 20 MAPLE P X 41149 12 MAPLE P X 1406 18 FIR G X 2003 24 FIR G X 6687 10 CHERRY P X 41187 30 FIR G X 1616 14 MAPLE P X 41150 16 MAPLE X2 P X 1410 20 FIR F X 2006 30 FIR G X 6688 10 CHERRY P X 41239 10 MAPLE P X 1617 36 MAPLECLMP P X 41151 42 FIR G X 1416 10 MAPLE F X 2007 20 FIR G X 6689 8 MAPLE P X 41240 12 MAPLE P X 1618 24 MAPLECLMP P X 41160 40 FIR G X 1420 22 FIR F X 2008 18 FIR F X 6690 8 MAPLE P X 41241 10 MAPLE P X 1619 10 MAPLE P X 41163 32 OAK P X 41242 12 MAPLE P X 1620 10 OAK P X 41164 24 FIR G X 1422 10 MAPLE P X 2010 10 MAPLE P X 6691 8 CHERRY P X 41243 16 MAPLE P X 1621 20 OAK P X 41176 28 FIR G X 1424 10 MAPLE P X 2011 12 FIR F X 6692 10 MAPLE P X 1426 36 FIR G X 2012 12 FIR F X 6693 8 MAPLE P X 41244 12 MAPLE P X 1636 8 OAK P X 41177 32 FIR G X 1427 8 CHERRY P X 2013 14 FIR F X 6694 20 FIR G X 41245 12 MAPLE P X 1642 18 MAPLE P X 41178 26 FIR G X 1431 48 MAPLE CLMP P X 2014 14 FIR F X 6695 12 FIR G X 41246 12 MAPLE P X 1643 24 MAPLE CLMP P X 41191 14 OAK P X 1432 10 CHERRY P X 2015 12 FIR F X 6696 24 FIR G X 41247 10 MAPLE P X 1644 8 MAPLE P X 41351 48 FIR G X X 1437 12 MAPLE P X 2019 12 MAPLE P X 6709 44 FIR G X X 41248 20 FIR P X 1645 8 MAPLE P X 41434 14 MADRONEX2 F X X 1440 8 CHERRY P X 2026 12 MAPLE P X 6710 10 MADRONE P X X 41259 160AK P X 1646 10 MAPLE P X 41434 14 MADRONEX2 F X X 1441 8 CHERRY P X 2030 12 MAPLE P X 6711 38 FIR G X X 41277 16 OAK G X 1647 14 MAPLE P X 41435 28 FI R G X X 1443 18 FIR G X 2031 22 MAPLE P X 6714 8 MAPLE P X 41284 50 FIR G X 1648 12 MAPLE P X 41436 26 FIR F X X 41286 8 OAK P X 1649 24 MAPLECLMP P X 41437 26 FIR F X X 1444 8 MAPLE P X 2033 12 MAPLE P X 6715 22 FIR G X 41288 14 MADRONE F X 1650 10 CHERRY P X 41443 30 FIR P X 1445 14 MAPLE P X 2036 12 MAPLE P X 6716 8 FI R G X 1446 18 FI R G X 2037 30 FI R G X 6718 20 OAK P X 41289 12 OAK F X 1651 8 MAPLE P X 41444 50 FI R F X 1451 28 FI R G X 2039 12 MAPLE P X 6719 14 OAK P X 41290 10 OAK P X 1652 24 CHERRY CLMP F X 41445 14 FI R P X 1454 16 MAPLE F X 2041 12 MAPLE P X 6720 8 MAPLE P X 41291 14 MAPLE P X 1653 12 MAPLE F X 41446 24 FIR P X 1458 10 MAPLE P X 2042 16 MAPLE P X 6721 8 MAPLE P X 41292 48 FIR G X 1681 16 FIR G X 41447 36 MAPLE F X 1461 38 FIR G X 2044 24 FIR G X 6722 8 MAPLE P X 41307 44 FIR P X 1740 8 MAPLE P X 41450 60 FIR G X 1462 28 FIR G X 2046 36 MAPLE CLMP P X 6723 8 OAK P X 41305 34 FIR G X X 1744 10 CHERRY P X 41455 34 FIR G X X 1463 24 FI R G X 2047 12 MAPLE P X 6724 10 OAK P X 41309 38 FIR G X X 1757 10 MAPLE P X 41456 46 FIR G X X 1464 30 FI R G X 2049 8 MAPLE P X 6725 10 MAPLE P X 41328 12 PLUM P X 1758 36 MAPLECLMP P X 41457 12 MADRONEX2 F X 1465 10 MAPLE P X 2051 26 FI R G X 6726 10 MAPLE P X 41328 12 PLUM P X 1759 10 CHERRY P X 41458 14 OAK X2 P X 1466 12 MAPLE P X 2052 20 FIR G X 6727 12 MAPLE P X X 41364 20 OAK G X 1760 30 MAPLE CLMP P X 41459 32 FIR G X 1467 32 FIR G X 2053 24 FIR G X 6728 28 FIR G X X 41365 26 OAK G X 1761 8 MAPLE P X 41460 14 MAPLE F X 1470 10 FIR F X 2058 28 FIR G X 6729 8 CHERRY P X 41372 10 MAPLE P X 1762 8 MAPLE P X 41461 24 OAK F X X 41373 14 SPRUCE X2 F X 1763 16 MAPLE CLMP P X 41465 20 FI R P X 1472 12 MAPLE P X 2059 24 FIR G X 6730 14 FIR G X 41398 24 REDWOOD X2 G X X 1764 16 MAPLE CLMP P X 41466 12 CHERRY P X 1473 16 MAPLE F X 2060 24 FI R G X 6731 14 MAPLE P X 41425 22 OAK F X 1777 12 MAPLE P X 41468 10 OAK X2 P X 1475 8 MAPLE P X 2062 8 MAPLE P X 6732 14 MADRONE P X 1477 8 MAPLE P X 2065 36 MAPLE CLMP F X 6733 8 CHERRY P X 41426 12 OAK F X X 1786 18 OAK F X 41469 14 OAK P X 1482 8 MAPLE P X 2069 30 MAPLE CLMP P X 6734 8 CHERRY P X ~ 41427 22 OAK F X X 1793 24 FIR G X 41470 48 FIR G X a 41428 14 OAK P X 1795 12 OAK P X 41534 36 FI R G X 1483 26 FIR G X 2070 8 MAPLE P X 6735 14 CHERRY P X v, 1484 26 FIR G X 2071 12 MAPLE P X 6736 10 FIR F X 0 41429 30 FIR P X 1796 18 MAPLE P X 41536 24 FIR G X X 1488 10 MAPLE P X 2073 34 FIR G X 6737 20 FIR G X m 41430 32 FIR G X X 1797 8 MAPLE P X 41546 16 FIR P X X Oak 1489 8 MAPLE P X 2075 10 MAPLE P X 6738 24 FIR G X ° 41432 26 FIR G X ~ 1798 22 FIR G X 41549 16 OAK P X X 1491 14 MAPLE P X 2079 12 MAPLE P X 6739 34 FIR G X X 41438 12 FIR P X 1799 10 PEAR P X 41550 14 OAK P X 1492 30 MAPLE CLMP P X 2081 12 CHERRY P X 6740 18 MAPLE P X N 41439 10 FIR P X 1821 44 SEQUOIA G X 41551 14 FIR F X X c 1496 36 MAPLE P X 2082 16 FIR F X 6741 26 FIR G X a 41441 14 MADRONE P X 1838 10 BIRCH F X 41552 14 FIR F X 1499 8 CHERRY P X 2083 10 CHERRY P X 6742 14 FIR G X 0 41442 8 FIR P X 1841 24 FIR G X 41553 14 FIR F X 1501 14 MAPLE P X 2085 10 MAPLE P X 6743 8 FI R G X ~ 41537 38 FIR G X 1842 20 FIR G X 41554 14 FIR F X N 41542 10 FIR F X X 1504 14 MAPLE P X 2086 10 MAPLE P X 6744 22 FIR G X 1843 16 FIR G X 41555 16 FIR F X X a ~ 41543 16 FIR F X X 1844 24 FIR G X 41556 10 OAKX2 P X 1506 10 OAK P X 2087 8 MAPLE P X 6745 18 FIR G X ~ 41544 32 FIR P X X Oak 1507 30 MAPLE CLMP P X X 2088 8 MAPLE P X 6746 16 FIR G X ~ 1846 26 FIR G X X 41557 10 OAK P X ~ 41545 40 FIR G X X 1508 8 MAPLE P X 2089 10 MAPLE F X 6747 24 FIR G X 1848 12 MAPLE F X 41558 10 OAK P X X 1511 8 MAPLE P X X 2091 10 MAPLE P X 6748 24 FIR G X ~ 41604 10 MADRONE F X X 1849 22 FIR G X 41559 10 OAK P X 1513 8 FIR F X X 2092 30 FIR G X 6749 26 FIR G X 41605 12 MADRONE F X X 1854 16 OAK P X 41560 10 OAK P X X N N 41814 10 CHERRY P X s c a~ 0 a c m a a~ in c a i a T a~ m SCHIRMER SATRE GROUP N 375 UVest 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description • Draw Drawn By Phone: 541.686.4540 Fax: 541.686.4577 ~ a ■ - - ml n rviw ~ 1 6 19 17 co p ete ess e e iew jas,ktvn SHEET NO. www.schirmersatre.com a ' 2 8-22-17 completeness review iew Checked a` i Chec t+~4E E: SCHIR~IE~ + UINDSCAPEAACNITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW a COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE 4 ~ N ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY 4 1-19-18 Date Lot 33,34 Utilities Date ~ - FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ 3.3.2017 ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Phan Phase L400 m UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD ~ PARTY SHALL HOLD SCHIRMERSArREGROUPHARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. s V ©2017, SCHIRMER SATRE GROUP p~~ P~S~ 5~ Q~ p~~ t~,~ GP / ~J~~~~ TRACr c o0~Py5 P / ~Ja~~~ rRACr c `~P v tAo0~Py5 V n~G~ / _ " o~ ~ ~ TRACT D ~ ~ ,p` - ✓ \ j§ j ~ i ee' ~ ~Y ~,o TRACT D ~Eh.a ~ ed~ ~ ~ ~ ~ ~ ma~d~ ~ ,r' • _ d A ~ ~ °u~ ~ i ~ • ~ \ ~ A ---°'n~ ~ \ ~ ~ ~ 1, F+s ~ I _ o o w I " oooo ~ ~ a~ • ~ti ~ a~,~ o' { ~ 0 0 0°0° u~~ d o°o°o°o ~ LOT 22 ~ ~ - 0000 ooo r / . ~ ~ . _ goo "o0 000 "z,~ ~40 .e}~o00 00 ~ LOT 22 / . ~,g o 0 0 0 ~o.,. b„ ® 000~00~0 ~o p o 0 0 I 0000 0 any oooA0.o ~ ~ I 0o~5oor ;ooooooq, , I` / ~ ` \ / ~0~ ps\ I \ ~ ry'~ v . ~ ~a ~ LOT 23 ~ / LOT2Q=` 0000 0 r ~ . ooo i I ~ ~ ~ ~ gooooo r LOT 21 a ooo f' / LOT 20 ~ LOT 23 OFF \ • 1~ ' ~ ~ ~ ~ iA ooo ~ g ° ~ -1 r ~ -I I oo ~ o ao e. ~ LOT 21 A~ ~ I „„a a~~ o o'a o I ~ ~ ~a`.oo a 0000 A y, - HENDRICKS ~ ~ ~ ~ 1- ~ I ~ ~ e ~ 000 .a+• _ J ooo° _ _ ~ I ~ L- - ~ ~ HEf . ~ m m HENDRICKS ~ - ,°oo° - . ~P e ~oo ,ooo°~ ~ ~ ~ ~ o I I ~ T - - - PARK (80+ ACRES) ~ I / ~ _ _ - J _ . _ . - - PARK I o° ° / d ~ ~ ~°ooo LGT32 ~''t w v XXYn ~ J I ~ ~ \ (8C I a ,,.M u ~ J LOT 32 ~ ~ 80+ACRES ~ ~ / ~ ~i Duo o"o o U ~ rooo 0 F • / ~ o 0 oo`d • rF • ~ ~ ti ~ ~ ~ _ ~ ~ -_---1- 1 , goo-o a ooo 0000 I woao ~ = I _ S .o°°o ry.° LOT2 ~ oo °°ooo ~ o°o° ooo o°o°o o°°o ~ oo°°ooo 000 o0 00 I - • Lor z~ " ~ I j / • ..J ooo o0 0o LUT3 . o°°o LOT 3 LOT 2 I LOT 1 ~ ~ r• . LOT 33 •LDT 34'~~° LOT 31 LDi 25 I 000 w / • ~6~'~ I / I 0000 • / 0~0• . I I I :LOT 34' T 25 I LOT 3 LOT 2 LOT 1 o, LOT 33 LOT 31 ' ~ LO I 1 0000 ooo . 00000 LOT 26" 0000 t. I ~ •0000 ~ o o~ . 10000 0 000 ~ / 4 • ~•I•~•• 0000 / ';"~,t, 0000 LOT 30 ~ 00000 ~ 0000 • 000o M0000 0000 I I .a I Lor zs ~ \ I . 0000 . ° ° o o • '`y o°o°o / .Q1 ~ \ r ~ ooo 0 0 0 0 0 0 01 000. ' LOT 30 I _ _ I I `t ~ oo'ro-.2 ooo ooo~e "``sue-..~ 0 0 0 0 0 • r 0 0 0 0 I > 000°000 r 0000 000 oooo. I LOT ~ I LOT 17 ~Qoooooo-. ~ 0000.. ~`O`.-._.. ~°,:00000000000o`~s -..LQ'[,.29 28 0°0°0°0~~..~ 0o0o0000 000, , 0000 I r LOT 17 - - I LOT I LOT 27 • 0000000000 / a 00000 ~pooooo~V o m oooa. 0000 0 0 0 0 00 T ` . 00 I~• ' ~ I LOT 29 I LOT 28 I LOT 27 • • - • • _,w, , I ~ o o I o o o a 0000_ 0000. C nI 8 00 .n.. oooor LOT 16 . ~ LOT =r.1. ~ ,\aV w. a0 000 00°00 ' R '"w o 0 ooo~ti7 00000 0000, 00000 LOTT " lµ+ 0 0 0 0 0 0 0 0 0 LOT6 ~ I A~a~ ~ I I , ~r 00000000000 otirooo~ 00000000000000 0 ooood`0r ccyy f..... ` ~yoooooo0ooooogooooo000 000000 000. 00 ~A~ LOT 18 a~,,F~RI LOT 7 I J. V LOT 8 I I F I a°~°.~ o00000000~0000000000000000000o d, 0000000 15 ~~go0oo00`~0°0000:,,00000000000000000000000000000000 I ~ ~ ~cq oo° ooorzooooo000000°0000000°0000000° 000 gg o • I f LOT 19 I I : I LOT 5 ~ k T 18 I I 1 ! ' ° ~~2"° ° ~:°:nr&°r:. °~°~°o°o°o°o°o°o°o°o°o°o°o°o°o°p°. I I LOT 15 • LOT 18 I I I ~ LO 4 ~ r ` 1 •y~ I I I a I I LOT 14 I I I ' v. I __y L r 1~~ zy-... r~ . LOT 9 • I LOT 13 I p I ~ ~ LDT 11 ~ LO I . ~,,,_~w. I I I I : LOT 12 LOT 9 I ~ I I LOT 11 I LOT 10 I I • , LOT I I I I I w _.r, . ~ • - ' LOT 8 : I I ~ I I f 4 • . , . I:. ' I " I 1 I I • f.._ I I I I ~ I , 2 `vim • D F` I TRACT .A. TRACT 'A' "°a v ~ ISTING F STED A 5 - CITY UGEN ROPER EXIS NG FORESTED AREA _ CITY F EUGENE PROPERTY ~M MA _ i ( e~i j~r~ t ~'f;~. ~Yoe~, , SURFACE TABULATION IMPERVIOUS SURFACEIAREA IS DEFINED BY EC 9.0500 AS ANY SURFACE AREA THAT CAUSES WATT AT CAUSES WATER TO RUN OFF THE OPEN SPACE EXISTING IMPERVIOUS SURFACE WITHIN DEVELOPMENT SITE SURFACE IN GREATER QUANTITIES OR AN INCREASED RATE OF FLOW FROM CONDITIONS PRE-EX DEVELOPMENT. TYPES OF IMPERVIOUS SURFACE INCLUDE, BUT ARE NOT LIMITED TO, ROOFTOPS JDITIONS PRE-EXISTING TO D TO, ROOFTOPS, ASPHALT AND Preservation Area Square Feet Acres CONCRETE PARKING LOTS, DRIVEWAYS, ROADS, SIDEWALKS AND PEDESTRIAN PLAZAS. LAZAS. Tract A 101,604 2.33 ACRE Track B 2,161 .05 ACRE 00000000000000000 TractC 1,140 .03 ACRE 000000°0000000000 000000°0000000000 PROPOSED IMPERVIOUS SURFACE WITHIN DEVELOPMENT SITE 00000000000000000 EXISTING BUILDING Tract ~ 2,426 .05 ACRE 00000000000000000 °ooo°o°o°oo°o°°°° T©TAL 107,331 2.46 ACRES SURFACES WITHIN R.O.W. (1$%of 5ite) EXISTING: IMPERVIOUS SURFACES 14,610 SF 0 SF Individual Lot Preservation Areas 9D,619 2.D8 ACRES (15% of Site) Grand Total 197,950 4.54 ACRES PROPOSED IMPERVIOUS SURFACE WITHIN R.O.W. PROPOSED: (33%of 5ite) IMPERVIOUS SURFACES 11,007 SF ~7 SF EXISTING IMPERVIOUS SURFACE WITHIN R.O.W. SURFACES WITHIN DEVELOPMENT SITE EXISTING: IMPERVIOUS SURFACES 24,551 SF PROPOSED: IMPERVIOUS SURFACES 34,940 SF a v v 0 0 N v N ai V N Q C N Q C N N V N 7 N 7 N Q E O u7 J 3 N N s c a~ 0 a c m a a~ in c a i a T a~ m ■ ■ Scale: 1" = 80'-0" SCHIRMER SATRE GROUP ~ N ~ 375 UVest 4th, Suite 201, Eugene OR 97401 ■ ~ # Date Description Draw Drawn By V Phone: 541.686.4540 Fax: 541.686.4577 Q ° 1 6-19-17 com leteness review p iew jas,ktvh SHEET NO. www.schirmersatre.com a 0' 40' 80' 160' 2 -22-17 8 completeness review iew Checked a` i Chec ~~o~ : scy~~~~s + UINDSCAPEAACNITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW a COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE d N ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY ~ 4 1-19-18 Date N Lot 33 34 Utilities Date ~ - FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ a-~ ' 3.3.2017 ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Phan Phase m UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD L500 ~ PARTY SHALL HOLD SCHIRMERSArREGROUPHARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. s V ©2017, SCHIRMER SATRE GROUP PROJECT INFORMATION MAP MAP TAX LOT ZONING 18-03-04-31 18-03-04-31 00100 R-1 18-03-04-31 18-03-04-31 00200 R-1 18-03-04-31 18-03-04-31 18-03-04-31 00201 R-1/PD 18-03-04-31 00300 R-1/PD 18-03-04-31 18-03-04-31 00400 R-1/PD DRAWING DESCRIPTION THIS SHEI THIS SHEET SHOWS THE SQUARE FOOTAGE AND DIMENSIONS OF THE AREAS TO BE PRESERV PRESERVED THROUGH HOA MANAGEMENT AND INDIVIDUAL TAX LOTS. ~ COMMON OI M N OPEN SPACE 0 5~ 5 ~P~ ~0 ~ Preservatio Preservation Area Square Feet Acres G ~ TRACT C ;T C Tract A TractA 101,604 2.33 ACRE Communit Area i~ P Y nity Area Tract B Tract B 2,161 .05 ACRE Tract C 1,140 .03 ACRE o~ 1 140 SF i ~ F ILY HOME LOTS Tract SINGLE FAM Tract D 2,426 .05 ACRE ~ • LANDSCAPING TO BE P SOAPING TO BE PRIMARILY LAWN AND . LANDSCAPING AS PER CCR'S AND REVIEW BY ARCHITECTURAL REVIEW Tract D MENTAL PLANTING. COMMITTEE. TOTAL TOTAL 107,331 2.46 ACRES i% ~ ; Q ORNAMENTAL PLANTIN / ~ A 'gyp . ~ ~ D - (18%of Site) d~ ° vyi F, ~ ~ ioia Q6B i ~ v ~ x m= ' • ~ Individual L Individual Lot Preservation Areas 90,619 2.08 ACRES z y Dy ~ i { ~ o ~ ~ CONCRETE (15% of Site TRACT D ~ .8~~ ~,d~~~~ y~~ ~ ~ ~ WAS Grand Total Grand Total 197,950 4.54 ACRES CommUnlt Area ~ / - e no a3anaix3 - Y (33%o€ Site) 2426 SF - r~ o , . - - • LANDSCAPING TO BE PRIMARILY LAWN AND . ~ ~ " - " ~ % -f ~ avoa iwHasv _ ~ 0~5 e ~ ~ _ / ~j % i ORNAMENTAL PLANTING. ' - ~ ~ / e - i ° o~~ \ 4ti ~ m I v / ~ ~ ~ V~ ~ m , A / ~ ~ ~ dpi ~ \ / ~ / yti ~p S \ 8j _ ~ ~ ~ y ~ ~ 1 \ / a,e i / x oo ~ ~ ~ie - ~ ~ ~ 2j, ~ - 03af1211X3 m i A / ~ ~ d~~ t,klfl~ 313aJ ~ 9b(10 ~ ~4 ~ I ~ ~ \ ~ m - ~ ~ o / ~ . ~ ~ 0~ • ~ \ ~ / \ / e ~ ~ LEGEND 1 \ \ N ~ w L Y22 ~ ~ ray ecNVe ~ e~ I ~ \ ~ 0 0 4 3iin - ~ - ~ o~ I a _ _ ,137 f / ,994 sf~ • ~ K i \ ~ •~1~1 ~ 1 ~ ~6 / / ~ x _ ~ ~ Or na t~'~ V A \ ~ ~ \ ~ ~ ~ / X ~a ~ i' z m ~ i\ \ / ~ \ \ / s '9~ 2,426 sf . ~ \ X ~ i a ~ 1 ~ y x x EXISTING CONIFEROUS TREE ~ . c~ ~ \ \ \ ' I b ~ / ~ ~ ~ x x a ~ a o x ~ a ~ v \ . ~aa \ V \ ~ / I '~s / x \ i - ~N e \ ~ as , ~ / \ x / ` ~ ~ ~ x EXISTING DECIDUOUS TREE Q ~ \ x 5~~ / / ~T 20 - ~ ti~ ~ / / I ~ ~ ~ o x CST 2 ~ i / , / / X7,223 sf ~ ~ \ o ~ I ~ ~ ♦ i i' / ~ 27,2 3 sf • a 'D2e ~ ~`RFp a ® A 4315 31343 \ ~ ~ / ~ '°0~ ~S ~Vn Cy 9/O Y - _ - / ~ ~,dM 3~3a~HO~ ~ ~ 1 x,043 sf ~ x I a N S \ x .C ~ ~ I ~ ® A ' i I ~ ~ ~ Q y C~~lf x Y~ I \ \ °-n m~ q \ EXISTING ROAD o ~ ~ I - a~ des ~ x I I ~ ~ _ - ~ ~ 870 ~ ~ I i x ~ I ~ Z ~ c~ 9~ ~9~ ~ ~ ~i ~ ~ ~ 875 i ~ ~ °m nx ~ a ~ ~ ~ n- \ N N ja I I I m m~ D~ m~ ~ x 1 ` ~'~r ro ~Z ~ ~ 880 . iL . . ~ I I I o° mz m ° ~ D ~ I J ~ f n Dy I I _ _ _ _ NU b y ~ \ ~x ~'d ri ~ dS ® x ~ ~ ~ 'O~?7g 85 1~6~ PROPOSED ROAD WIDENING • I L _ _ I AD O~~ r (1~ NOfli ~ N \ 1 / GAA~L PnIN A A - m ~ \ x ~ ~ ~BgQ ~ ~ {PA PERVIOUS PAVEMENT C 41p O m q~ A O "V~ x \ X \ ass ~ I m 3y 3i3aorvo~ •a x ~ \ ~ - + RE ~ A 80 AC S ~ ti`° x ~ ~ 9 . I ~ ~ ~ \ ~ o ~ o D ~ ~ _ _ _ _ - e ~ A N ~ - - - _ 885 ~ s - -a - ~ ~ x '~o ~xn d ~~~~-V p] O DOO 1 I ~ \ \ ~ a~~ ~ R R^}1 f n 0 C \ _ _ ~ _ ~ ~ ~ ~ - d ~ ~ .i. z S~>~°y X89,. J~ e B Rq ~ NJ 0+ ~ l0 ` O N rx ~s. BO PROPOSED SIDEWALK a ~ sm ~ M N OPEN SPACE ~ px A \ \ COM 0 ~ ~ m \ ~ ~ \ 92o aRi / o x SPH - - 8g4- ~ _ 9~... • A ~F I I ~ ~ x ro ALA ROAD - _ 8~ ~ ~ x ~ ~ F ~ v ~ Cant • PRESERVATION AREA TO REMAIN AS NATURAL AS POSSIBLE. EXISTING TREES ~ ~ ~ ~'qp ~z ~ \ ~ ~ ~ F ' ~ ~D ~ ~6,99Z E V ~ A Parr } ~ ~ ~ ~ ~e ~O ~ VgSp -zm ~ ~ x x ESERVED PER TREE PRESERVATION PLAN. GROUND PLANE WILL ~ F D ~ \ WILL BE PR ~ A ~ 9, ~ OF EXISTING NATURAL VEGETATION. ~ ~ ~ qo o~~ . ~ ~x o ~ v CONSIST I s ~ i ~ ~~Zmy I JoN ,..b ~ A ~ X02 x x \ dICX ~ \ soo x h A ~ \ ~f~*I VgNW CAI ~ ~ 2 ~ ~ m x LOT ,A ~ x I x ~ ~ ~ ~ o ` ~ ~ - x i o I ~ ~ x ~ ~A g \ o.~, ~ ~ . ~ • ~ / - ~ 10,805 % ~ ~ ~ ~ _ - - - ~ T. s Cx? ~ I \ ~ - X \ ~ I X K PROPOSED PRIVATE DRIVE ~~~x' T _ '~Z AN 97 x ' x V\ 9'~ SON Dy S \d 1~~ I ~ • ~ 91T4-- r~. ~ s ~ ~ I ~ ~ ~ \ / ~ N~= m= 9s LOT 3 Y - ~ ~ ~ I LOT 2 -L0~ ti\ ~ ~ so I ~ I LOT 34 I v ~ x ~ . D - , L T 33 a L01~31 i ~ 9 _ _ ~ - • ~ LOT 25 ~ ~702sf 9~• 7,330 sf I ~ ~ a~ s - - ~ ~ - 10 810 sf a ~ ~ ~ I x - ~I A . ~ - ' 4,635 s~ x r~~,~, 1 _ ~ ~ ~ 892 sf x ~ ~ x _ 5 2 9 ~ ~y ~ ~ ~ A 1 A ~ , ~ x x x _ • ~ ' ' ~ / - PROPOSED DRIVE (TO BE EVALUATED AT TIME OF ~ ~ ~ ~ ~ C ~ x ~ ~ 8- a ~ \ ~ \ x ~ BUILDING PERMIT SUBMITTAL) I ~ \ a ~n~ - ~ \ / \ \ x .I ' ~ ~ T 2 ~ - _ a LO 6 _ - \ $ ~ \ \ 1 s I 'OO'a r y a. ~9~8 ~ I \ z o Z r9 7 ~ x n ° ~A ~ ~ ~ ~ CONCRETE LK ~ ei , LOTTO ~ ~ x ~ o I A ~ ~ ~ A V~ x ~ \ ~ x / 9~@12~f ~ ° ~ =m PROPOSED PRESERVATION AREA (HOA) rR~ J ~ a ~ V A ~ ~ 886 ~ Qj I B10 w Ao a~ ~ ~ x B ~ ~ ~ ~ x 9~ ~ _r. D~ ~o~1,so7 sf \ o ~ \ s~ 1 ~®.41 ~ ~ ~ ~ ~ ~ ~ ~ m \ 86 ~ ~ V ~ ~ . ~ x x~ ~ ~ x / ~ o ~ x V ~ ~ ~ ~ ~ 2 ~ ~ ~ ~ ~ ~ ~ ~ \A ~ 880 ~ 6 x ~ ~ "x9 ~ ~ ~ ~ ~ ✓ ~ \ _ ~ ~ , ~ ~ d o ~ ~ V ~ V Q ~ x CONCRETE LK ~•Jp, J. _ _ 858 J q~ 1 3F86 ~ ~ x ~~B ~ ~ ~ . A ~o ~ \ \ ~es ~ _ ~ v ~ ~ ~ use s ~ ~ \ ~ \ ~ • ~ ~ ~ d CRETE PROPOSED PRESERVATION AREA (INDIVIDUAL TAX LOT) 839 ~ 2V ~ - ~ 8 ~ ~ ~ ~ \ ~8 ~ - - _ ~ _ 80 V ~ / ~ 1~ ~ ~ ~ LT2~ ~ I 0 ~ L0~2~ LOT 2 . a o ~ ~ \ \ x ~ \ a~ \ ~ ~ ~.A ~ ~ x ~ - ~ 071 sf ~ - x T' ~ ,3 ~ s N°~ ~ f \ s . ~ ~ ~,7~ s~ ~ 10;007~sf o x \ /O~ae- ~ x _x ~ ~A/~-~~ ~ \ x \ ~ \ ~ ~ \ ~ . \ ~ / \ \ \ 8d \ \A \A ~ ~ ~ - ~ ~ ~ ~ D ~ \ - ~ - ~ x ~ ~ ~ ~ Rw ~ \ X36 JJ-\ ~ ~ i ~4 ~ - 8~ 85P \ ~ ~ ~ ~ I \ ~ ~ ~q ~ ~~q o.o~r ~ ~ I ~ ~ x _ rF ~ A - I ~ - EXISTING FORESTED AREA TO REMAIN \ ~ X34 ~V x -~42- ~ ~ ~ V ~ \ ~a-~ x ~ v ~ A\ ~ / ~ ~ ~~J 8 ~ A ~ \ Rid ~ ~ I ~ - ~2 CITY OF EUGENE PROPERTY ~828~ -~1-- ~ ~A~- ~ ~ 838 ~ ~ - - - ~ ~ L hJJ~~ ~68~ ~ 8j0. \ ~ ~ ~ ~~~8 ~ ~ ~ ~ . ~ ~ - \ L T 7 s - ~ ~ x x x ~ ~ ~ ~ ~ Q o , v ~ LOT X826_ ~ V - ~832~34- ~ ~ 7 \ 850 ~ ~ ~ '8~6, x x-&24 ~ ~ - U ~ Q~ \ & \ I ~ ~ a_ ~ g30 ~ ~ ~ ~ A ~ ~ ~ o ' ~ 7, 612 sf 9~0 -sue _ a - ~aza ~ PRESER A ~(~PI-A - ~ x Asa V ~ e ~ - - ~I - ~ X44 ~ - ~ ~I 4 x ® ~ - - - A \ _ - x ~ x ~ - - - d ~ s3s '17 SF .4~~2AGR ~ ~ ~ ~ A ~ \ ~ ~v \ V ~ ~ A ~ ~ x V x ~ ~ ~ x ~ I -~~OT ~ x -v - - ~ ~ ~ ~ E\ C\~ ~I ~ ~ 8zo _ - ~ I- ~s A ~ v ~ \ v ~ N ~ - ~ \ ~ ~ X ~ ~ ~ x - S~' ~ ~ ~ ~ ~ xL0 5 - - - SD- PROPOSED STORMWATER x - ~1,e~ ~ ~ ~ _ _ - - - _ ~ ~ . ~0~1~ Q o ~ ~ ~ ~ V ~ ~ I 17,735 ~ - ~ ~ \ a~ e~ ~ ~ ~ - ~ ~20~24 sf \ ~ ~A - ~ x x X808 ~ F-V- ~~81~ d ~J ~ ~ ~V- ~ ~ ~ 840 ~ A ~ ~ ~ A x ~ ~ W 880 ~ ~ ~ ~p ~6 v x x~ ~ o ~ \ v ~-I ~ - - -W- - - PROPOSED WATER LINE ~ ~ A ~ e ~ 804 _ ~ e `F~- Sf 8~0 ~y x V ~ ~ ~ ~ ~ ~ \ \ • x x ~ ' ~ ~ A - x ~ 0 s . A V A b ~ x x ~ ~se2 _ ~ e ~ e2e- - ~ ~ ~ ~ ; A x~ ~ ~ V ~ - - ~ _ -ase ~ a8 - ~ x ~ ~ ~ x ~ ~ - ~ ~ i s°° ~ ~ -WW 14~ s s>o ~ 8 x ~ ~ _ _ _ - ~ ~ ~ - - -WW- - - PROPOSED WASTE WATER SERVICE eoo ~ ~ ~ erq ~ ~ _ - ~ ~ x \ \ ~ \ \ - ~ - ~ ~ ~ ~ 8j2 ~ ~ _ ~ V ~ 1~ sf ~ - - 8 x I~ - ~ ~ \ I ~ ~ ~ ~ ~ A ~ ~ ~ a - _ - ~ ~ esp ~ • ~ • ~ ~aa2 ~ ~ - - F - I sf 8 I --_y.- - M ~ ~ 6~ ~ x • -I oo ~ x ~ ~ . ~m ~ FM- - PROPOSED WASTE WATER FORCED MAIN - - _ i x ~ ~ x ez ~ ~ a mss, o a x - x ~ ~2 _ - -off . \ ~90~~(' ~ ~2 ~ ~ ~ \ i Asa ~ ~ \ \ ~ \ ~ r ~ ~ 8 mss, o ~ ~ ~ ~ x ~ ~ ~ ,x /tea c~ ' ~ ~ ~ ~ A A 860 ~ ~ ~ . , ~ A i y 9 ~PRESERV~aTION R~ - ~ ~ ~ ep0 ~ a v ~ ~ ~ ~ ~ ~ ~~4 ~ ~ \ v, O - - ~ Asa . x '~s- - x ~ \ \ ~ °~a ~ s ~ vI ~ ~ h ~ ~ ~ ~ 9ti W EXISTING WATER SERVICE x ~ P ~ ERVA~`f0N EA, A \ ~ ~ 10,795 SF~q.25 ACRE) - - ~ ~ ~ ~ _ ~ ~ - ~ A \ ~ A ~ - - - ~8~:60 ~ ~ ~ ~o ~ -1'r~0 .2 ACRE \ a ~a V ~ ~ x ~ ~ ~ ~i - ~ ~ ) a ~ \ 2 V ~ \ ~ \ \ x ~ ~ , ~ ~ x -eye - ~Q \ V ~ -1~ / ~ _s~a- eao ~ I ~ ~ x _ 13; 2 s~ I ~ - - v - i ~ Y - -tea ~ - _ s - ~RESERVA~ION AREA x ~ ~ x ~ p~ ~ \ a~- - ~ - - - ~ \ \ ~ ASS ~ era _ x ~ ~ - ~ - ~ x ~ / , IN WW EXISTING SANITARY SERVICE 'e.'- - - ,09~SF . 1 Cf~E ~ rn o, ~ 8~ ® x ~ - ~ v \ ~ ~ 85~Q0 ~ ~ \ \ - v _ - ~ r s ~ o ~ ~ A \ \ ~ ~ In ~ \ ~ ~ _ I - see - ~ ~ _ x V - ~ ~ / v ~ ~ ~ ~ -L--OT-1~ - ,1 = fi ~ f ~ ~ x x I e ~ ~ M \ ~ ~ - -LOT- 1 - _ ~0,~ S~ A ~ ~ ~ . so ~,a~/1" k ~~v ® sd a~~~~ ~ \ x__\_ \ \ ~ s ~ ~ ~ ~ ~ A \ ~ ~v Ito ~_v ~-~1 - - ~x - v~~~~B~ / ti / - ~ esa_ - ~ ~ o ~ fi-~22~6 8~-~~~ v v - G - EXISTING GAS SERVICE 7B0 i - ~ ~ y ~ '9 R ® ~o ~ ~ ~ ~ ~ P~E~SERV I BAR ~ \ . - ~ ~ \ --tea - ~ ~ ~ ~ z x ~ ~ ~ ~ ~ \ . ~ ~ ~ ~ ~ "00' X62-- I-_ ~~I n~ ~ ~ ~ 12;~ ~ ~ ~ ~ / ~ , " ~ ~ ~ _ ~dbg. x x B60 ~ v ~ . ~ / 0 ~ x \ ~RESE A~1 AREA'" ~ - ~ - - ~ ~ ~ V EXISTING OVERHEAD POWER - 0 o -e- ~ o v v ~ ~ - o x \ e4p ~ 844 ~ -Z§E-- . . ~ _ _ ~ _ _ _ _ ~ ~1 NSF . 4 ACRE x - ~ 800 - ~ A ~ ~ - _ ~ ~ 1 CR ~ x eat ~ ~ ~ R R~TION7~RE;~ ~ x ~ _ ~ ~ ~ - - I \ x ~ - s x ~ A~ ~ >,o 0 I_ - _ ~ A x ~ _ ~ ~ ~ ~ ~ ~ ~ ~4s~ ESERVATIOf~AREA ESERVA EAR PRESERVATION AREA ~ ~ _ ~ s~o ~ ~ x E 836 ~ 5,780 SF~3 ACR) o ~ -es8 ~ ~ 0 EXISTING TRANSFORMER ~ ~ - - _ ~ ~ x ~ A \ ~ a v n ~ _ ss~ - od, ~ 10 V ~se.(~ 2 ~ xr}_ ~2- _ ~ ~ ~ ~ A \ \ ~ r_I ~ ~ A ~Q-p ~P o ~ ~ ~ ~ ~ \ x - ~ 5,a i~Z,~~12 ACRE- ~ '5;244 T ~ ~ 0 ~ (.O~ AC ~ I ~ ~ x i -n ~ ~ n _ -I_~ n . ~ ~ ~ i ~ ~ A ~ , _ _ ~ I , e - ~ ~ ~~-x 832 834 ~l ~ A ~ ~ ~ad\ ~ x . ~~d Rg, A_ y A A ~ ~ ~ 83 ~ ~ _ _ , x ~ - ~ \ \ x x RESE A s ~ - - - - ' 76 ~ ~ ~ \ \ ~ o \ 8+0 - -s44- \ ss - ~ \ ~RR~SERVA I(~~~ A x ~ S~ 828 \ \8'38 ~ ~ - i \ - \ ~ 0 ~ _8.00 ~I ~ .03ACRE~' g60 ~a~z ~ Zs~ _ ~ \ v 843- - 00. \ x - - - - - - - PROPOSED PRESERVATION BOUNDARY LINE ~ -e _ C ~ • ~ ~ \ ~ . X16 Bzp 0 x~_ - - ~ ~ x- ~ ~ ~ ~ ~ ~ 3 CRE s2o ~ x v x q _ e4o ~Q ~ - _ ~ ~ ~ \ / - - C~ ~ 54_ - - - - >6 ~ ~ ~ ~ ~ ~ ~ ~ ~ 753-- ~ ~ ~ "6 > >B o ~ - ~ \ ~ 1g~ ~ 760 ~ a ~v A ~ ~ A ~ v, ~ ~ ~8 x \ \ _ -~38-- ~ \ ~ ~ ~I-~ \ \ pU. ' x ~8~i \BSCs-I- 1g\ A V - 83fi- ~ ~ ~ x ~ - - - - - 6`,~~ x PROPOSED LOT LINES ~ - x _ ~ x -748 ~ 7 p x ~ 'xJ° I ~ w ~ ~ 328 ~ x\ > ~ ~ ~ `w i ~ ~x 81p A v -249 ~ x ~ 85.510 93:37 - 0 96°00 > X5.00 ~ \ _ - BS:OQ ~ ! a 00 x~ _ 86.00 80~ 80.00' ~ x ...776 _ ' ~x~I~~ ~ 828 ~ - a BJ2 8q6 ~ PARKING STALL AT EXISTING STRUCTURE Nei a 742 ~ ® ~ ® ~ ~ ~ ~ x ~ ® _ ~x Tao ® ~ x x~ -I7a ~ V~ ~ 738 0 773 x a ~ ~ 809 V V 826 r1 ~ 9£H ~ ® 824 736 x 2J _ ~ ~ ~ 734 > > a 77D ^ ^ x >8 ~ 806 ~ 820 02 i ® 816 818 830 ~ gq0 894 842 840 ~ x x DIRECTION OF TRAVEL \ 732 ~ > a A8 G y -~x 7S8 N"'- ~ ° O 8 x v. ~ 730 >44A~ 786 78g 2 800 832 838 ~ 8 1 .1 812 814 x x ~ ~ 838 O 72 x ~ ~ ° " ax 98 e 0 x 7s4 ~ x 72s ~ > x x x x x x 7s ~1~ 0' 810 1u 828 83q O - ~ ~ - - ~ ~ n 724 x 1 p~ ~ ~ ~ ~ 7$a x ~ ~ x 0 L 756 sp ~ ~ 732 ~ x ~ ~x? ~ a > 7g~.~ _ _ _101,604 s ® x 8~ ~ n ~ 826 ~ LEVELSPREADER t x 720 's2 ~ ~ 7 798. ~ 808 7 G _ J ~ ~~~JJJ 82q ~ ~ ~0 / 792 82? 20 - / X86 716 ~ V > SO 792 714 48 >>B 782 ~B4 712 >q 820 8 / 806 828 / 710 >38 ° I ~6 >>6 I 708 >3 B > I I 826 I ~ / >8p I 818 ~ I Q 824 I \ L-2 LOWSCREEN LANDSCAPE STANDARD 704 >d>~~ 4 I p >6 >q ~ ~ >90 - 702 ~ EXiS~iN FQRE ED ARE i ~ I98 816 ~ 822 610 / AREA TO MEET STANDARDS OF EC. 9.6207(2): . LOW SHRUBS TO FORM A CONTINUOUS SCREEN AT 700 ~ 749 998 I I O 4l9 8880 ~ / 88 ~ LEAST 30 INCHES HIGH WITHIN 3 YEARS AND NOT TO - - 694 ~~TI~OF E PIS R ~ Y 992 I . I 8 812 gp9 - ~ _ N Oq OlB I / / I 802 I B00 / / EXCEED 42 INCHES. . 1 CANOPY TREE PER 30 LINEAR FEET AS MEASURED s I I 8 IB80N Pqg{ I 800 ~ I 810 ~ / / ALONG THE STREET LOT LINE. >sz ~ - - 764 ~ 73fi >54 ~S6 . LIVING PLANT MATERIAL COVERING A MINIMUM OF 70 790 _ j ~ i 800 / PERCENT OF THE REQUIRED LANDSCAPE AREA WITH IN 3 YEARS OF PLANTING. 758 >6p X80 798 / r I84 796 780 / / / 7 4 bl i / i - ~ 77g Z6L p 98L I >90 II6 82 188 VISION CLEARANCE TRIANGLE 768 )Iq / II7 / 780 780 778 77fi RE ERVATION AREA LTAXLOTP S ` O R188a PR POSED INDIVIDUA 0 o \ M PgTH a - AHED HOME LOT STING ~ FAMILY ATT C AS NATURALAS POSSIBLE. EXI SINGLE PRESERVATION AREA TO REMAIN '9 oLL 9 TREES WILL BE PRESERVED PER TREE PRESERVATION PLAN. GROUND 6 • DESIGN TO MEET MULTI-FAMILY DEVELOPMENT STANDARDS, TO BE APPROVED AT PLANE WILL CONSIST OF OF PRESERVATION OF EXISTING NATIVE 7 9 ~ TIME OF BUILDING PERMIT SUBMITTAL, IF THREE OR MORE UNITS ARE PROPOSED. VEGETATION. 0 N E ERVATION AREA HOA PR S N • PRESERVATION AREA TO REMAIN AS NATURAL AS POSSIBLE. EXISTING TREES WILL BE PRESERVED PER TREE PRESERVATION PLAN. GROUND c PLANE WILL CONSIST OF OF PRESERVATION OF EXISTING NATIVE a VEGETATION. a c J O J m 3 r; N N r c a c a N c a N i a T m Scale: 1" = 40'-0" SCHIRMER SATRE GROUP N ~ 375 UVest 4th, Suite 201, Eugene OR 97401 ~ ~ # Date Description • Draw Drawn By Ph n : 41. .4 4 F x: 541.686.4577 ~ o e 5 686 5 0 a ~ a ° 1 6-19-17 com leteness review ■ p iew ces, jas SHEET NO. www.schirmersatre.com 0 0' 20' 40' 80' • 2 8-22-17 completeness review iew Checked a` i Chec t+~41 : 5CNIRMER ~ + UINDSCAPEAACNITECTS + SCHIRMER SATRE GROUP, PLANNERS, LANDSCAPE ARCHITECTS AND 3 1-27-17 Split Lot 33 into 2 lots lots ces ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW Q COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE d N a, ~ ~ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY ~ 4 1-19-18 Date N Lot 33 34 Utllltles Date ~ - FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A ~ a-~ ' 3.3.2017 ~ - THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND - - - CONSENT OF SCHIRMER SATRE GROUP. IN THE EVENT OF ~ ~ ~ ~ ~ Phan Phase UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD L600 ~ PARTY SHALL HOLD SCHIRMER SATRE GROUP HARMLESS. NEAR CAPITAL HILL AND SPRING BLVD, EUGENE, OREGON Tentative P.U.D. r ©2017, SCHIRMER SATRE GROUP