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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/2/2006 RG 1 CL. 61CG ilCG 1AUG 1 PSI< 0)1 '11 ICG I . , ,I alee -- ........... " \ , -1_ .1 FE /' / Sf'MAPLE f (f) 12 L.P -\ - " I I: 9SBA 41CG 1 FE .1-. W. . > .W r:r= ;.1- (fJ C Z .eN .. 'LOT 2 SSSA 4.RBS 1PS. tPSK 61CG . 1P5 @ 1 AUGlOT 1 2lCG 2STC 1PS lAPS '1APS EXACT SID~ L.OCATION TO BE DE'fEFtMINED..BY CITY 1SBA 1 1 GO' .. SH~ . . -. ... . . 1 PSI<. .5.AHG. 1 FE 4VD ,S:RH. 5 'SBL. S'SBA 4lCG RG 1PS RG SAE_ 1 FE . . . ..- . .iICG. 1 RH SAt: .. . . . .. SSBA 1 PSI<. . . ~:. I .' l S:FiSS .tSBA. L()T 6 SAHC LOT'S 1SBA 41GG LOT 4 :FtC SICG 4:.VO . .' .. ... S.ICG l.- I 1 FE :, I: . . . '. I': . . . 21CC: SVO" o .. -. . 6VO . 1 CL' ". . I. . . . . . . .. I . . . . .. .' . . . . . .. ~. '. SRH BOTANICAL NAME GOMMON NAME ilN. SIZE ~TS 1.0T 6 TREES AC APS .APSK 1 Gl- FE 2 PS 1 P5K 4 multi-5tem~ Be sl Jestem"B4i3" matGt.1111g" full sl Ie stem" Be" matGhl "full MatGhi "full" Be MatGhi " full"B4B Sf" Ie stem" ee" matdtf "full 51 Ie stem" Be".matchl "full 6' ht. I 1.?-~'~ . 105- Gal. tl ht. 105- Gal. 2- Gal.. 2M Gal. 2 AGel" .G.irGinatum. AGel" lmatum disseGWm'Sei ' 1 AGer lmatum 'Sang<> 1<aktJ' X ans ' la1dn' 5 Fraxinusexulslor 'AureaFolia' Prunus sar: Ii . Prunus serrulata 'I<wa'lZen' 1 5 AD.JAGENT etJl1DIN6 ORED6E OF PLANT Ba:> 2 1 1 5 1 1 1 2 1 SHRUBS: AI: 6 6 Azalea 'Everest' Everest Azalea 5~. matGhing" full AGYi , Azalea '6umpo Yihlte' 6umpo J^U1lte Azalea 2~1. matGhing" full AHG 5 5 Azalea 'Hlno crimson' Hlno crimson Azalea 2 gat. matGhina" full . ARB 4 AZ'alea 'ROSe Bud' Rose Bud AZalea 5 Qat. matching"full A1JG 5 1 Art>utw:i .unedo ,- . ta* St.ravberry:Tree' . 5~1. matGhfng~ full BTG 5 e 51 Berberis. thunberaU. 'Gr.lm5On ~' DWarf ..Jaf)aI1ese. Barberry 2. Qat.. matGhinQ" full. GSt< 28 GomuS5erfGea 'l<elseyU' Dwarf Redtwfa - . 2 aaI. matGhina" fulf IGG 21 . 22 21 26 Cf 16 'lIIex Grenata 'comoacta' . .......ese HolJu 5 gal. matGhintl" full PM 5 Polystichum.munitum ~5tern .sword Fern '.1~t .matGhing" full RBB. 4 e Fthododendron 'BOW. Bells~ . . Bow eells. Rhododendron 5.~1. matGhirt4. full . ... '.- " n '.' . . .. ~ .. .' .. ... ...... .... . .". .. , .. 'Rhododendron'DoraAmc:tels' . . . . pora .Amateis'RhodOdendron ... .'. ~ .. ". .,,~ -~'"'''' - <.. . RDA 2 6 5 gal. matching" full Rhododendron 'HalleJuJuhi Hallelujah Rhododendron 5 gal. . . matGhfntl. 'full RH 5 6 , 5 seA 12 1 :e 5 5 Spiraea'bumalda"Anthony~r' . AnthOny:Y'fatererSplrae~.. 5Qa1. matGhim:J~ full SBL . 5 , .14 Spfraea:.bumalda. 'Umemound' 1-Imemound SOIraea. .5.Qat. . matcl1ina; full VO 5 20 2 1Cf Viburnum davidii David Ylburnum 5 ~al. matGhinQ. full I ~ ' ~ ..~ ai ::t: 1: \D -< . z Z ~ j · \0 Z j in 4' SPAGlN6 ".. 15- O~G. 2411 O.G. 'SOMO.G. 56. O.G.. 4&" O.G. ROt"( .A" 15.611 2008- 26~OM 90.0- 4105" ROt"t "A- 2;b'" 52 72l' 10.4" 15.0- Sf'AGIN6 ". 5" O~G. 611 O.G. er O~G. 12'0.G.. 15" O.G. 6ROUNDGOVERS 'AN.D .PERENNIALS . .matGhl . ~ 'full' matGhi . full matchl "full matGhi " fun matGhi full matGhin . full '1 .1 1 1 1 1. . ~~ "1: GO SO".o.c,. HSO 4 HV'O 5 LA ., 10 L;P 11 R1JC, 24-,o.G. , 5 -@ GROUN~ SPACING DlA6AAM LA-1: "sECTION .... ..... ....... ......... ....... .... .. . ..... ,. 6 12 N.T .5. ..L.ANDSGAPE GUu:>a.INES A. SOIl- PREPARATION ~ Af<EAS 1. FINISHED El.EVATION OF$UB-BASE TO BE fl' MINIMUM BEI..Q'llFINISHE'D'~ . 2. TIJ...LSlJe<sRADE THOROUGHl- yo TO. A OEPTH'OP eM'MINIMUM PRJOFt TO PJ.ACEMENT OF ToFsou.... 5.PJ...AGE e- MINIMUM OF SANDY J..OAM OVER TIJ...LEt> SUB6RAOE /lDO'15-5-1o-10 ~ TO TOFSOU.. AT A RATE.OF20 LaS.. PEFt.1000SF... ROTD-:TlJ...L AMEN1?MEMTS AND TOFSOU.. TO A.J?e'nl-OF 5-10" MINIMUM. NOTE: NATIVE SOU.. MAY BE USED AS SAND"f J..OAM PROVIOEt> THAT IT HAS A LOOSE" a:e.uMBl-Y COMPOSITION .ANt) IS'NOTGOMPAGTED..5tJS-BASE.AND TOPSOIl- SHOULt);BEJ:)RY':DUR1N6 INSTAL.LATION AN[).6RAD1N6 TO PFitEVENT c::oMPAGTION ANt) F'lJ1'1JRE POOR DRAINA6E GONOITJONS. IF NATIVE SOIl- GHARAG"f'ERISTlGS" AN APPROVED SAND'1'LOAM SHOULD BE IMPOR'T'ft) TO THE SJTE PLANT BEDS t.FINISHED B..E\IATlONOF SUe-BASJ: TO Be 1e- MINIMUM'~19NJ5HED 6RAOE 2. TlJ...L SUB6RADE TH~6Hl-Y TO AOa='TH OF e- MINIMUM PRIOR TO PJ..AGEMENT OF TOPSOIl.- 9. P1..AGE15-'MINIMlJM"OF TOPSOIl- O>IER TlJ...LEt> 'SlJB6RAJ:')J:. ADO 4- OF ORGANIC MA"f'ER1AL. AND15~1o-10 FE::RTll-lZER TO TOPSOIl- AT THE RATE OF 20 LBS. PEFt 1000 SF. ROTD-:T1LL AMENOMENTS AND TaFeOIL.. TO A OEPTH OF&M MINIMUM. 4. PROVIOE5" OF SHREOOEO FIRBARKMULGH 0IER.AU.P.lANT 8E'5. 5. PROVIOED "SPA1?ED ED6E- TO SEPARATE ~ AND Pl...ANT BEDS. B. PLANT MAT'ERtAl.. 1. PROVIDE ONl-Y HEAL.THY" FUJ...L PLANT MA"f'ER1A1.. AT SIZES INDIGATED. 2. PL.ANT SlJBSTl11JTIONS TO BE APPROVED BY'1..ANOSGAf'E ARGHlTEG-T. 5. P1..ANT LAYOUT TO BE APPRO\IEC). BY L.ANDSGAPE AAGHlTEG-T PRIOR TO INSTAU...ATION. G. SEEOING -1. APPl-Y SEED AT RATES'SPEGIFIE'O'6Y'MANlJFAC~ 2~ GONl'RAGTOR RESPONSIBLE FOR MAINTAINING SEEDa:> AF/.EA THFtOU6H ESTABl-ISHMENT. 5. RE-5EED ANY AREAS AS NECE$SAAY TO ACHIEVE FULL HEAJ...'THY 11JRF. t TREE IN PLANT BED ~ .TREE IN ~ -@ 'LA-1 'TYPICAL TREE' 'PLANTlNG SECTION PJ.ANTIN~ ,J..ecSrENt? c8 SHRUBS PROPOSED DECIDUOUS TREES $ PROPOSED CONIFERS - PERENNIALS ~($\STEltp~ ~v 279 "<0 .~~. t-4 David J. Douglierty E-4 ~ .~ ~ OREGON i~ ~C4PE A~&- . vi =1. .... --C'' . '~."I' :Q" ~. J .. = a % Ii! fA ~.~ IIi ~o,.a i!1 ~ti. 1&1 .. .i I. f I .1 t=-= z w :J o w (IJ im g; Gth' ~ ~ z. 0 a: ." <( w a: c.. 0 LL W - :c .0" .....I. () W - u.. >- " z .~ - a: en 0.. .(f) STAJ<.E5--AS SPECIFIED - eveaL.Y SPACED (2)' EAGHORNAM&lTAL./GONIFER TREE (9) EACH SHADE TREE REMOVE BURJ...AP.FFltOM TOP.1/.9 OF ROOT BAU.. MU1.GH AS SPECIFIED ('2: CLEAR AT TRUNK) MUJ..GH RING ~ SPADED EDGE AT ~ . (SIZE AS, SPEGlFIE'O) PJ...ANTIN6 SOIl- SUB 6RADE COMPACTED TOP$OIL.. ce~.ROOT BA1..L.S ONl.y) ! NOTE MARte: .NORTH.SIOEOF ~AT NURSE:FtY. ROTATE TREE TO FAGE MARl< NORTH')1HEN P1..ANTIN6. 1/2" = 1'-0" ~ o .W (3 a: a.. DATE: 1.2~1.2~5 REVISIONS: Datn Received :'1 1;../1 :kJ()6 Planner: AL ~ . GROUNDGO\IER FOR CITY OF SPRINGFIELD REVIEW ONLY LAN-DSCAPEPLAN EXISTING DECIDUGlJS TREE TO REMAIN DWG NO. rul \ o 4 8 16. 32 SCALE: 1/16- = 11-0" L.N^tN IFtfitlGPATION SYSTEMfitEQUlFtEMENTS Ct EXISTING GONIFEROUSTREE TOREMAtN ...---.-_.~ . ( ) EDGEOFB~ '-- - - ----/ GOMPl..EfE fRRJ6A'TION OESI6N ~LL BE SUBMIT'I'EC> FOR BUILDIN6 PERMIT. SYSTEM YilJ.J.. PROYu::>E HEAt> TO HEAt> ~ ANt) SEPARATE ZONES FOR Ol~ SOVtR OFitIENTAIONS. HEAt> LAYOUT YilJ...L MINIMIZE ~Y orro PAVED SURFACES. THE MAIN l-INE YilJ...L HAVEMANfJAl- t)RAIN VAl-VIS. SYS1'EM ~BE ~'1'ED AUTGlMATlGAU..Y. I 64 EB LA-1 NORTH DIA 11& COPYRIGHT 2005 PQE;LOOLc- --0 Dol to G>o~++tLASe... f~ I of I G) (DOG) -c- ~~G: .!c :2 ~'o a..x::E NOTES: 1. SITE IS OUTSIDE OF 100-YEAR FLOODPLAIN PER FEMA FLOOD INSURANCE RATE MAPS (PANELS 1161 AND 1162 OF 2975). 2. SITE IS ALL SOIL TYPE 101, OXLEY-URBAN LAND COMPLEX, PER USDA SOIL CONSERVATION SERVICE SOIL SURVEY OF LANE COUNTY AREA, OREGON. 3. DEPTH TO HIGH WATER TABLE VARIES FROM 0.5 TO 1.5 FEET PER USDA SOIL SURVEY OF LANE COUNTY AREA, OREGON. 4. EGR & ASSOCIATES, INC. DID NOT PERFORM THE EXISTING SITE SURVEY FOR THIS PROJECT. EGR & ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF MATERIAL PROVIDED BY OTHERS. 5. SITE IS IN 20- YR. TIME OF TRAVEL ZONE AS SPECIFIED IN ARTICLE 17 OF THE CITY OF SPRINGFIELD DEVELOPMENT CODE. 6. THERE ARE NO WATERCOURSES LOCATED ON THE SITE THAT ARE SHOWN ON THE WATER QU All TY)d.MlTED WATERCOURSE MAP. /'" / TL 3000 ( \ \ TL 2600 I }ii ~ ONLY EXISTING l-FOOT CONTOUR ON-SITE , Cyclone Fence TL 2304 I J / / / / TL 2001......k'b'); --- --- / -- -- TL 2000 TL 2409 TL 2408 Iff /ff/////: f /ff/ o 40 SCALE 111 = 40' TL 2407 MAIN STREET (HIGHWAY 126) L&.I PRo.CT u 81T1! :5 OREGON AVENUE ti ti :;: L&.I l- i!: I:t I- BlUEBEllE WAY ~ en :;: 0 Z ~ II CANEWA STREET ~ "I t'I t I. ~ VICINITY MAP N. T.S. TL 3200 ~ I g ;? i t, i ! ~ ~ .1 i !'. , S 89- 26' 0" E 413.90 - APPROXIMA TE .....::L.- GROUND SLOPE EX 6' C clone Fence -- rl----fT~.(" ,~, '~~AVEL:- I" ' ':~':-, if I ,_r: :'. .' ". ';', (TO..8. REPLACED) ,":. - I ([E6<' R~2~fJ) I': :,.', .:.~ << :,: '~,' ,', ::.-:..: ';;;.- - -1;st-V~ :':'::'.J... -l- or '.. ' .. DL I I I ,<.', ~: >:.... .-... I L_J ~ ",,- ~2.1.Q.1,' 1 fu 4:xtSlif\ffi-6LJ '-'~ '- WI TO BE REMOVED I I I. x ~w 5'"MAPlE o I z < !II II I ~ ~I Iii II w a: I I- eI) o Z <'I ~ tt SAN ~ --ll ~ 4' Chainlink Fence~ R~~ 4 I I I I TL 1900 APPROX~ATE ~ GROUND SLOPE .. ~ TORMWA TER DRYWELL ~~ (TO BE ABANDONED) o [- - - - EX-GRAVEL DR~ WAY-(TO -BE A8 ANOOfllEO) - - - -.- - - -. - - - - _._.- - - -.- - -- - N 89- 26' 00" W 413.90 4' Wood Fence TL 24-06 10'" PINE ~ 2/.;;1 TL 2.105 TL 2404 SKYCHIEF PARK TENT A TIVESUBDIVISION SITE ASSESSMENT PLAN SPRINGFIELD, OREGON SIHEET 1 OF 2 Date Received:_ .24/ .;loo" Planner: Al 7 ""EGR &- Associates, Inc. ...:.. Engineers and Geologists 25359 Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541 )688-8087 " ~av~> \-:J.!31/e.1.. -3 PAGeS. CLlEi!T: DON HAASE 1960 GILHAM ROAD EUGENE, OREGON 97401 17-02~32-33 # 2100 & 2101 KRUSH AND ASSOCIATES 54 CENTENNIAL LOOP EUGENE. OREGON 97401 (541) 686-9211 RESIDENT!AL WATER: SUB POWER: SUB SEWER: CITY OF SPRINGFIELD DECEMBER 12, 2005 LOc'!\TION: SU RVEYOR: L..4NDUSE: UTI UTI ES: DATE: S I ""1 (\.. TE-t\.'T^ T!\/r:- ._ i \1 r\ I I L_ Cf r'r-r- P \R1 ' , rll [_ t - f.\ (\ L;\I\J D D 1\/[ S: 0 ~J P l_A~J NOTES: 1. ..;lL OF THE LOTS REQUIF~E AN ADJUSTMEt'rr TO THE SOLAR DESIGN STANDARD IN SECTION 35.01 0(3)(d) 1.b., DUE TO THE EXISTING RIGHT"--OF- WAYS PREVENT THE LOTS FI~OM BEING ORIENTED FOR SOLAR ACCESS. . FIRE HYDRANT~ , I 2. NO CUT OR FILL IS PROPOSED. 3. THERE ARE NO EXIST!NG STF~EET LIGHTS ADJACENT TO THE SITE AND NONE ARE PROPOSED. 4. THERE ARE NO EXISTING STREET TREES. 5. PROPERTY IS ZONED MDR=MED!UM DENSITY RESIDENTIAL 6. PROPERTY IS REU\TIVEL Y FLAT WITH A CHANG~ !N ELEVAT!O~'~ OF LESS THAN 2.0 FEET. I . - LOT DA'fA-TAB!...[.- ._-~ I-LO r-H Q, __SQl:!~B~_Focrr AGE s.9 h~~_ ~L!-~sJflc;~TIQl'! I 1 7,614 NON-SO~AR r-2- -'''----8,j6'4- --.---- '--'-'-NON =SOlJ\R t------.- --"'--'---' - ----- ...- -.--- - ----......... .....- -- -. - -""'-1 i 3 8,:49 ~!ON--SOLAR : -------4-- ---- -- -'''--'8~49-8--------____-j~Lo~~~i'~~Q0B.~'_~=~-1 ~___~'____i._-_.____~!i0:1:.__.._. i ,~gl~..~_~Q!-!:,.R__~ ! 6 I 8,517 I NON-SOU..R J L...._____, ._.__~_____________._,__----L-._.._____ ---.,..... -''''-- --.- ,----. . . "-PROPOSED WATER METERS EX. 8" SAt.l SEWER LINE --;''1 1,5.0 . ,:-:. HANDICAP RAM~ ~I- r~O-'\1. ~I / ,: }~~y~=~1.90' ! I. 0' I... I ~ / / /46'7 r-_. - " I; 1 6. ~ f1 i .... -F.H. / // / / / ,7 1 I jr-A-- 'c" I ~ I ,I ~ / / ,/ // // / /1 I, . / t i. " f'"', C"-/ / ,/ / / / ''OJ " I I" c.o /, / / / /C'tJ S'X10' P.U.!:::-j it------,-~- ;-111,8 G~;{~<~/~<;'r{1 I : :--- " s ~~I t ~ Jr~-J;,,1~/ (. 1 -r- ,'I! 7.S' / Cn/ //~ -- I i rt - /, / / A 1 ~W~' ,.I,'~I"-li';-~~ . ,"j jS-Srffs- ~///'~~// r~'! ~ Z Ii! I . .r /, a.. :J ! I WI:: ~ . " I / // ,/ /0 /' ~~Lb w :: ~ I 8 ~l' III !~' ,// ,/ jr /' ", ~ ~ ~ ~ r- -... rl------o:--+,-:.- c3 : :~ ~ - ~ ~ I Ii : lIen z i' III ::E ~ '<t g: ~ Ii I 1-- i -r- o! I I W~...: II Wi' (f) I I 0 I' co in G] " II I -r- I. II r:5 ..;- z 0 ~ , Ii ~ ~ 1 1- 0 1.l)C! II CIl II g WW I CIl I _- ~ V) I I aT I ~ Z I ~~~ ~~ II i r I r II' tn~W ~W I ,Gi!->-l Q..V) i' I ! ij Gi ~ --'--EXt,', 2 ,-tLECTRICfU~E-'- '-I' i I: I I!: w r----~----1. i 1/. I Ii ~ 5 WATER VALVES--/'. : 'Ill .;: I. I ~ q ~ - -6- WATER UNE 04: . ~ :r: (jJ ~g~ ~ ----- ~~ U ~OJ w~z i511~ CIl ;,,:e Ze; 'O~ ~F:w (/) ~;,,:e w ['jw?5 /' .,.~./ }\ 1- ,/' 1-7 -02 -32--33 " ff 2100 & 2101 I I I I z < ~ I ~ ~ := al C'l I. (J t I I I I ~ t.- (J)Z (J)W W....- 02 ob5 <(L5 I- 8~ LL-l 01= d:J tOo "'-17 (9 <{ I -/ .. ==~ I tn ~:..'<t X<( I f~ I i i I ! I 1 ! r- --UTIUTY POLE ! .~ I I i I ~ 1,_.-'r~'-.1<I'l-'--'-- I i _OHPH-ac-OHC-1l' , I . i _ . ~nce! _.__,_CX.-OHP. ',1 195.00 __OHP--:::;-~-Ol'iP-:",:..'~<:""':'>','" ~""i,~;'~I~ '-'-'~''';--..,.' ~ -', . II ,:,/<~,:", ':, ":.:, ,'.EX. G~V~~.l~R f:W~:"".,:'!" :~~: :: ,.:' --, f'0 ,30.or , ' ~. r. .. , "': ',,--.':,'-,:' ':'--:,~'q,=:;-:::,:,:'-_:"'---6-~-""'",~---,:_~-:; ,~.. 1 Jil I......:. -::' :.:' ...'- ! 52.6Ef------'" 0" . I ' CO I ~. . , . . '. fr I ---1' , -- . , -- , . - , , r- - ~SAN-- .1-;-- . , _.J o ... i .". :: :.' '''~i' I l, . ' ", ~'\~I ,f") <1' I ' , l. I , I . '.' . , , ~I ' ,,,> . .r- ~ · 8 3 \2".'<_ ". ';:, ::, ~:": "1~~: ." ('\,fo /- ,,-:/7: 47.88 '--~~j ro :.; c.o ~ . ': :,' .' :, :)i (] '\ ~ '? . // ~- -- -1 /: & oi ~ I l- f ~ . _;-",:Y' , ~ ./)$' '1-":> ~ ~/. * . ~ .ll ~ ~ '0 /f'o // ~~.! ~ ~ 3: .1 ..0:: ~ r...i3 1-8 .' // I ~ . t ~ . ~: i 0 0 * ~,"~ 1 0 ~ <~ "0' W I :1 f'0 0 I.. J~">' I W~ ~ 0:: I' i c.o "/r ~ -- r - - --;- - - __....l ~ ~ ~ 0 I-~ II 0 ~ O'l ' . y to' ~ 0 ~ .1.. (f) I W I crr-ir--T--Tl 8-:.38 /~/ / Q.. 4 ~~ I ~. en <O~,l (f)>- i('- ( 22' /' ' ~ ~ !;> r-, I 0 ....1:: : ~l //'/;~11 / .~~ I C ~T20'7-1 j ['.. I . _ ,Z i l 0.. 3;: .-t.' /. :::;. ,/ l:.;:i /' ~A! I fA I 0' N. I 0 X / // u" / / / 104-7~- --7-4.r--,- ~ I ' -..:t: I w~// ///Z;L~~- ~ [. ( I ~ ~ / ///////t'//;:;./33;5./ /~'--r-71 8 H' i. (f) , ' I ! g: 6 k, b ,,' . ) l' in L oil/ / /' ,J' / / / / /15,5 r- I, ~ ! f I . ..;-, / / r /--~-- "-7-- _.1 T c.oV . '/ / / / / /' / ' . <<fl :: I I c.o V', // //// / / ../}O/ / /~J 1/ . / /P~OPOs D 9UlLDltlG SlTE/4// ,'" 6 5 i i I ~_ I.' /, / / / / / / / / ~ ,. "I to / / /, /.--: / / ,7 / / - ". '.;-i.-- ----l <.0 ,,/ / // "PR, OPO, ?F:D sUlJ-D,I,NG"srrE// / -;20'/"-1;1 ,J / ,/ / ~9' /. / // / / /. ,,--'- 4: I , v, / /' / . -' , /,,' . / / I r.'/ / /! ~'IO ,/,}' 101 A I C I <: l" // /35'/ // / /,:'. '/'. ,... / ./ /'/, ,// /', /:_1), ' ..- _ . 'J I;:: ,io'/ / / /' '----6" WW-.~.:- (, .. ~~ . .. .. ..-'--------'-.l~/ ./ /,/ / / /" .' '/4~j!' tV', / / //' .)'~ LL.-:.,/ ,/ //' ,11, ,loQ .)'8" ~ II I ~) / " ,/ ,,'" .' ,/ / " [0" .1/ .... ;: t' , 60' . / / " 26" , ...-/ 24'/ /' -......_-- -----i1""1 .. __.....L.._..:.. ..-..!_...___-L L. .. ,/ _L_-L ./ .L ./ J---l " A/ ~ I < " 106.04 !' 88.96 ' L.JJ4 i 4 WaGe Fence " 4' Chain link Fence 30 0 " 1 " ,{ : PROPOSED V.4RLA.B!...E -WIDTH JOI~~T.-USE ACCESS AHD UTllJf( EASMENT AND M.4J-1TEt!ANCE AGREEMENT 6' Cyclone Fence S 89. 26' 00" E 413.90 \ o co o o -7 o ! tD / c.ol ~ N 89- 26' 00" W 413.90 , . ! i . --- PROPOSED V,~RL-\3LE-.-W!DT!-i JO!f IT--USE ACCE:SS AND UTILITY Ei\SEMENT AND MA.lNTENANCE AGREEMEtJT Date ~eceived: }L /2 / ~Ob Planner: AL / / I <t LEG~t:LQ~ OHP = OVERHEAD POWER OHPH= OVERHEAD PHONE OHC = OVERHEAD CABLE E>:. = EX!ST!NG PWR = POWER/ELECTR1C WW =. WAST:: WATER ST :.:= STORM REGISTERED PROFESSIONAL LAND SURVEYOR (0 ~ I m m c5 z CD o -:::l ~ OREGON JULY 14, ~ 978 MARVIN S. KRUSH 1'643 EXP. JUNE 3D, 2007 c: \CAD~ T\DWG9916PRE..JEW.DWG OJ CDOCD -c- ~~G: CDC - '; .- J:!r...O o...X~ 1. THIS ORA WING IS INTENDED TO MEET' THE REQUIREMENTS OF SECTION 6 OF THE SITE PLAN REVIEW I~FORMA TlON REQUIREMENTS. 2. ROOF DRAINAGE. PERVIOUS AND IMPERVIOUS AREAS. STORMWA TER SYSTEMS. EXISTING AND PROPOSED ELEVATIONS ARE ALL SHOWN. 3. ROOF DRAINS WILL DRAIN TO PAVED AREAS. 4. EGR & ASSOCIATES, INC. DID NOT PERFORM THE EXISTING SITE SURVEY FOR THIS PROJECT. EGR & ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF MATERIAL PROVIDED BY OTHERS. GENERAL NOTES: PERMEABLE FILTER FABRIC '\ 4 <} : GROWING MEDIUM 12" DEPTH MIN 4 021" .."<}" 4" 4: 1 SIDE SLOPES 2' MIN. 5. THIS STORMWA TER PLAN ASSUMES A MINIMUM OF 14 NEW TREES WILL BE PLANTEO~ EX=481.70 WATER VALVES 10" PIPE W/TRASH RACK INV=478.90 EXISTING ST MH FL OUT=477.7 (PER CITY RECORD) EXISTING CATCH BASIN 10" FL OUT=478.25 PROPOSED 10" INV IN=478.35 EX=481.57 N WATER VALVE FG 483.10 EG 482.22 ;;/f///f///f////? o 30 SCALE 1" = 30' . --- ------- ---- SKYCHIEF PARK TENTATIVE SUBDIVISION STORMWATER MANAGMENT PLAN SPRINGFIELD, OREGON SHEET 2 OF 2 Date. ~eceived:P?/~ Planner: AL "V EGR &- Associates, Inc. ..:... Engineers and Geologists 25358 Prairie Road (541) 688-8322 Eugene, Oregon 97402 fax (541) 688-8087 VARIES 6t-12t TYPICAL SWALE SLOPE = 0.005 FT 1FT GRASSY SWALE TYPICAL SECTION N.T.S. I I UTILITY POLE EG 482.60 ~ ONLY EXISTING l-FOOT CONTOUR ON-SITE . -- - ------ <::=:a I ~ -- FG 483.40 I ij _OHPH-&-OHC~ EXo-OHP. Q --- FG 483.40 ~ -- I :QPOSED 20' ACCESS 'INTENANCE & UTILITY EASEMENT INV=477.68 . I L _L__~ :::-- MINIMUM COMBINED GRASSY SWALE TOTAL AREA=1351 SF IN V= 480.00 INV=479.81 -- c:::> -- -- LOTS 1, 2, & 6 LOTS 3, 4 & 5 PERVIOUS AREA IMPERVIOUS AREA TOTAL AREA 0.19 AC 0.34 AC 0.53 AC 0.30 AC 0.30 AC 0.60 AC PERVIOUS AREA IMPERVIOUS AREA TOTAL AREA LEGEND BUILDING IMPERVIOUS AREA b PROPOSED BUILDING DOWNSPOUT LOCATION PROPOSED PAVEMENT 24" CAST IRON CATCH BASIN W/OIL WATER SEPARATOR CULVERT GRASSY SWALE .... IMPERVIOUS DRAINAtGE DIRECTION PERVIOUS DRAINAGE: DIRECTION PROPOSED FINISHED GRADE ELEVATION EXISTING GROUND ELEVATION ~ FG EG EG 482.60 INV=480.22 MINIMUM COMBINED GRASSY SWALE TOTAL AREA=1159 SF FG 483.40 PROPOSED 1.5" ORIFICE W /10" OVERFLOW FL SWALE=480.00 PROTECT TREE ROOTS WHEN POSSIBLE EXISTING CATCH BASIN 18" FL OUT=478.85 (PER CITY RECORD) PROPOSED 10"ST INV IN=479.60