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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/1/2007 -6" WATER MAIN FIRE .HYORANT () t. FIRE HYDRANT \ \ .'~ . . . W~It. WATER MANHOLE #007, RIM ELEVATION =.505.49, .. .!!B\y.UNEE.~. =, ~~1.09 0 Z <C ...... A. I.aJ I- - en ..OHP;::/,OWER . POLE :6"W:... ". -6" W- ,,- O~ ./" ~ # .. ,.~ b '" -<t....UNION TER7CE <:l f~ .I .2'" :I: . o ... ":X' .8w SEWEItJ. .. ./ .. ,,'" 8w SEWER · Wkut. WATER MANHOLE #002. 19'-8.1fj~ WATER ~L=bU/.99. . ~ , RIM ELEVATION.. 505.49, .', . :!.~'::::~:f::~' ME!'ER. 6 S 8~ 44 00 E. 109.52 FLOW UNE ELEV. == 501.09 '\: ~ ~~~!:~t;~:~{~~\;:'1'<:f 0 a~.43'/ t^ ,,~ ~,~':."s~\.;~;!;~~~."._o.:'fi:' n/ . .., ro :':'~Ir'~'::'''' {'1'~~"~'''' ..~ u:i ( ) .... ~:~~~r:~tt~;~!f!~~~:' 26"SP;7RUCE Cl'- /Q9'-- .... .. ?f,~:~:'~t~lNf~t1~J~: . "...6 ~ER./os .~)\:'2~.;..:fS ././ 1~' ..OS ~. /3' 7 17'-8. in EL= 09'5~ 12 ~ u; ,)./ HOUSE '. /~. - ~ . · / \ .7' 4=510'52~ U) /' ' DSo .~DS/."ot 6." Co / EL==51 056 7. .-, "oDS / 5.5 .. .C)HAWTHORNE ./ 0 7wACACIA CLUSTER f)"a . ~ 7,730 sq ft / 5 89'S6'OOw E 89.43' _ _ . ~ , ./ 10'lC10'. /" ~ · g/: {BROWN ROOFSHEO.// ,-., ''\ . (TO BEREMOVED~ 10'x10' ~ ,:(' GREEN SHINGLE, ROOF SHED /*" (TO BE REMOVED) ~ '" .', ,OHP, , , c ...J o~ .? ..I <c . 0 ~ ~e" 20.00~ · ....... LaJ ......, - ............ " ~ a. PARCEL 1 LPPN 97-P~;941 SITE ADDRESS: ~ I t.WARDSHIPPROPERTJES 1247 VILLARD ST. EUGENE:, OR. 97403 AT. (E) HOUSE. 4733 UNION TERRACE SPRINGAELD. OR. '., t. .;. .:: .u. i, "\ . ..... 'llt' I'i 'llt' .... SURVEYOR: KRUSH AND ASSOCIATES 607 HIGHWAY 99 NORTH ..../.ii..~y~~~.E. ...Q.R.......9'Z101 . (541) 686-9211 en IJJ E ......r'") u.. LaJ 0'0 l.&J 0:: . ..' : a....."'g ~:(J) ~.U) a... Cl . '., I I i I ~ . .~.. ~ t"). i'i a.. ~ 0 ,.q- - .' . tt) ,:J:: . ': . a , ~>~.~ '~' .!;t. .~. ! LL1NLaJ ~.- .\. U) 0, N cO CO ,~ \ SITE ASSESMENT OF EXISTING CONDITIONS APPUCANT: ~ en z :c z \ , '" ::E o 6"APPLE LOCATION: 18-02--05-12 #190.0 aJ w /' /' ,/ " . /t1Q'lC10' / - - ~ / . SHED ROOF S.HED ~. .. , . (TO BE REZMOVEO) 4;0" _ _ ~, -- '\ 10.55 . ~ -54-'00" w -- --- I ,5 81 , 1. 'BASE DRAWING 'AND ASSOCIATED DIMENSIONS AND ELEVATIONS PROVIDED BY KRUSH AND ASSOCIAI t.:::a. 2. THERE ARE NO WATERCOURSES OR REQUIRED RIPARIAN ,5t:.lIjACKS ON THIS PROPERlY. THERE ARE NO .KNOWN WETlANDS ON THIS PROPERlY. 3. THE SUBJECT PROPt.t< I ( IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN PER FEMA ,MAPS. 4. THIS SITE IS NOT IN A WELlHEAD PROTEcnON ZONE. IT DOES NOT HAVE A nME OF TRAVEL ZONE SPECIAEO. 5. THE SOIL TYPE AT THIS 'sm~ PER THE 'SOIL SURVEY OF lANECOUNlY IS 113CPENGRAURBAN LAND COMPLEX. 11iE WINTER HIGH WAII:.K TABLE IS ESTIMATED AT 10' BASED ON THE OREGON WATER RESOURCES DEPARTMENT WEBSITE. FOR MORE INFORMATION ON THE SOIL lYPE AND WATER TABLE' CONSULT THE . STORMWATER MANAGEMENT STUDY. 6. NORTH UNION TERRACE ST IS UNIMPROVED. 7. THE EXISTING HOUSE HAS GiU It t.RS WHICH TERMINATE AT SPLASH BLOCKS~ 8. TREES SHOWN WILL REMAIN At I t.R PAR III ION. 9. STRUCTURES TO BE REMOVED ARE MARKED. ." . . .., - . - - ' . '", - -: ,");' --~~ UOrncK ENC!IN~'~P.E-.),}: 1245,' PE'ARt:~Ina;.I~'i:2 .">""";' ., EUGENE./0REG0N~'::"e7401:,;~H: PHONE: (841l,~_r"~;';F FAX:. (541):48(' . '8858'; ~,;'~i.," THESE DRAWIN~'ME{rHF' PROPc:.ru ( . OF MORTJER .' ENGlNt.t.tdNG~' P ~C~:AND' ARE 'NOT TO. 'BE'. USED "OR~"t "'!'~~J'.," REPRODUCED IN MY MANNER , EXCEF.'T..WlTHTHE..PROPER . WAn I tri PERMISSION OF MORnER ENGINk:.t.KING P .C. DIMENSIONING NOTATION TAKES PRIORIIY (MR' SCAlE. DO NOr ' SCALE. DRAWINGS. 1 · DATE: i 08/01/07 ALE NAME; 18~31 DRAWN BY~ : CHK'O BY:.' . . WORK ORDER NO. '18231-TJM ~> I: o o ~ PARCEL 3 g LPPN 97 -PQ941 .,1 NOTES: ~, ..:.:J z 00 ~ ..... ...... - ...... _(D(E) .SITE .PLAN 1. SCALE: 1"=20.-0'" . . . . ~. .",'~ . DAISY ST. ~ ~ ~ U'~ /, .'~'.,,- '""~ ~ ~ ~ ::E U ~ ':Jj - J.....: Cll -- --' .', ~ ; 0... UNION AVE'>~. . - UNION TERRACE ~ ~ '/ _. '. . -:~_~.p.e~ox. !-OCATION OF SITE LEGEND DSO DOWNSPOUT DRAINS INTO PIPE IN GROUND 6" W WATER. MAIN OHP OVERHEAD POWERUNE SHt.t.* -0. . -." :.... ~ /(;1(,;002 /.C1 ~ .~ --- 6U6 ~oO'7-- 60053, LIJL/a SyriOS CD~~~~N'TY MAP ---- =-\ A v=- _A\ J J V S 0\ FIRE HYDRANT \ LEGEND: OHP = OVERHEAD POWER OHPH = OVERHEAD PHONE WW = WASTE WATER' :2V\ \.\ \CO~T- ...~ 1.=20t - POWER POLE ' .~ POVYER PO~L _. ..... OHF . - - . - - . OHr' }...... _.--... ___ _ . _ ____. -' '\... , I. - ,.. -- .. '-- -- " " IS ; ..'. A.' . .. .d.4~. . . . '. . . ~.' . <1 . '.' /.. . . I' : . . . 1 " ~ . . <J . .'4 .': .'.4 . 44. ",4';-:"~" : '~ ~~, ..~ ~~,' ~ .~. i' . ~ UNION ~ERRACE)1=::... ,4 '.' . i' :t!J;,. .q.' ll. ~ 4. 41 . 4 .'. t 4 ~ '.A . /'. . . . 1 . . (!) A .to ,4" ..., /. ,.' .. 0- " 2 . ..... 4' i-4 .:.Ad' .' ......'4 '.. 4..-' '. " .oct( "1 '. 'b . . _ . . _ . . _ . . _ . . :'\. "" . "". · . <r' . / ..21 '.4'" 1N .. - . ',- · . - . . '. r .'. - , . - , . .0-.-:. .tI. ..' -. .7':":"':'" ~ ~ .' I .' ~. " C'\l, . .-. . . - . '-a"-ww o (j) . WATER / o ..0 EXISllNG WW ' " . .....: Mt:.l t:.RI:=} ~.~ "W ~""""f" ::~...'.~;.. 5/39-44'00" E ,109.43 . - I . w .0 ' \. " ....... .,,". ~ J~ . 5810 ',;:-;~~s:.~::~;. ~~~ <, :{(./ 89.43 ' '2nf 00 .:El!]... .., -- L~ '" ~.. - .,-,,,",, 0"" ..,. z '" 11 l' ~ .0.... u "~'.'" /,'rr'--:-- - r - - - - - T-' - - -- .- ..1..- ~n ~. ~::":~J~~~.~~t:.!, to .. J'D ",~~PROPOSED' I 1 (" ...:::; . ., It. ... ",.is ~... . ~,~.. //JoJ 7' P U E I z : ~...1r.-' -."" . ....;:.. """";:C:~:/ . . ~ . ffiQ , / PARCEL 1 I · ~~W / 7.731 SQ.FT. m 1 ~~5 ~ ~ ~ m ~w~ ro ~~g. 0 w ~~~ ID ~ b ~ ro p ~ EXfSTING HOUSE ~ ~ 'f b ~ ~ ~ z ~~ ~fi) 16.4 'en ~ ~ ..... ..... 0 r a.. a.. . 9 ~ it n. 1 . PROPOSED WATER Mt..l t..R ~ ro to T'"" w 5.5 ~~} t 0 0 ~ to 0 0') b r- z , 1 I 0) 1") ~ ~ 3: S B9.S6'OOIt E 89.43 lit o o ;.r o b en ~ " EX. SHED fil . a" ........................................................................... "'fO'''ee .. .. . . ::c W ~ EM . . . ...................... oo~o' R O~, 'f1~ G):tt: REGISTERED PROFESSIONAL LAND SURVEYOR ~~J;,~l ~'A' ,. ~~ ;/ .....,..... . .# ,.....'" /. ,. ,. ..." ,,/ / ,..... "'..~. ~ ," A '.P "'" .... ,-~_. ',-"", [' ~ .. '., OREGON JULY 14. 1978 MARVIN S. KRUSH 1643 I EX? JUNE 30, 2009 PARCEL 2 FLAG= 7,006 SQ. FT. TOTAL=8,738 SQ. FT. OJ ~ r- 1"-- f;l:g Ui~~ ?5'~ APPR~~I"~~T~G P~~~OSED l. r .......... .... . ;................. ....... .... ." . ..' .................................................. ...... :...................... . "W '\ '\ 0 .55 S 81-5400 - , , ....-.- 10' FRONT YARD SETBACK 1 0 t BACK YARD SETBACK .... ~ s- =-=-- 2 o=- 3 ~ A . - \ TENT A TIVE PARTITION APPLICANT. SURVEYOR. ZONING. LDCA TIONa UTILITIES' DA TEl sit ,WATER-MAIN .- -. -- . . --.. . ,. -.....-. #I . _ . It ______ . . _ . It BILL SYRIOS 1247 VILL~RDSTREET EUGEN~DR 97403-1954 " J KRUSH AND'AssdcIATES 607 HIGHWAY 99 NORTH EUGEN~DR!97401 (541) 686-9211 'LDR 18-0a-O~-12#1900 POWER ::: S.U.B. 'VIA TER .::# s.tJ~~. St:\VER !:2 Sb.:PTIC PHDNt =Q\JEST GAS t: N'J NATURAL \ ~EPT~M;BgR4i 2007 -...;.,! 0 FIRE HYDRANT O WASTE W.ATER MANHOLE/J007. RIM ELEVATION. = 505.49", F1..0W LINE ELEV. = 501.09 NOTES, 1. VI ASTE\a/ ATER FOR ALL PARCELS VlILL DRAIN. TO EXISTING 8. SEVIER LINE. 2. STORMVI A TER FOR ALL PARCELS VlILL DRAIN TO DRYVlELLS. 3. NO ADDITIONAL STREET. TREES ARE BEING PROPOSED. 4. THERE ARE NO EXISTING SIDEVlALKS ADJACENT TO SITE AND NONE ARE PROPOSED. 5. NA TURAL GAS IS NDT A V AIL ABLE FOR THE PROPERTY. 6. THERE IS NO PUBLIC. 'STORMVI A TER AVAILABLE TO SERVE THE PROPERTY. 7. THERE ARE NO EXISTING STREET LIGHTS ADJACENT TO THE PROPER1Y AND NDNE ARE PROPOSED. 8. ALL NEW UTILITIES VlILL BE LOCATED UNDERGROUND. 9. WE ARE NOT PROPOSING TO DEDICATE RIGHT-OF-WAY ALONG THE NORTHERLY PORTION OF THE PROPERTY. 10. PROPDSE-DUTILITY LoqATIDNS, AS SHDW'N ON THIS MAP ARE. .:PRELIMINARY ,'AND ARE SUBJECT TO CHANGE. FINAL UTILITY LOCATIONS WILL BE DETERMINED BY THE PROPERTY DVlNER, A~D THE UTILITY COMPANYS. UTILITIES \JILL . BE, LOCATED -.WITHIN EASEMENTS IF REQUIRED. . ,- ' lL THE TOTAL AREA OF'THE SITE IS .378 ACRES. 12. THE PROPOSED BUILDING SITE LOCA TIONS ARE SUBJECr TO. CHANGE. THE EXACT BUILDING SITES . \JILL BE. 'DETERMINED DURING BUILDING PERMIT PROCESS. 13. THE PROPERTY DVlNERS \tIILL MAINTAIN VISION CLEARANGE TRIANGL~SALONG THE PANHANDLE DRIVEWAY. 14. NO CUT bR FILL IS "BE:INGPRDPOSED. i . t r I CI\CADL T\D\tIG\06-25.D\.IG d- .fl--'L 5 SU& 7-53" 0 ' L~ 5 yy-;o s tn (\J f \0 o d z ~ c , -: ,I N ............. .==-= ........ z Ld'o Co) 'Ii: - ~ 0 , it . ~! \ _. ....... "\ ;~ ~ ~~~ c ~ l.IJ. ...J ~ PARCEL 1 8 \ . ~ el LPPN 97-P0941 ;,. \(3 z g ~! z- "\ ( 16.4 _ ~ ~. C) ~ - , / ". :0- .. a: q a:: -ct.-UNION TERRACE It o I 'b 4IIt ? ./ ~ 0. ~ ~ :E ::& uj Q) "lit b .:J . u.l';t.:J.f'~~'~~~~.1i.~1 0/ S 89-44'00" E .' ~ 09.5~' · . 'fi":;~l':"\~~~"::"""""" . 89.43" 0 1.1 ""s,.:;.....,~..:',j"...~\.!.~.1 .If',. '. . .IOY ~...... ....""...C', '# " ,t'" I :) ~,,:!,,?-{.t"~..~~1o.:~"~!-: ':... ^ (') t...;~:~:.t~:';:~r;l.~ .-. ..... . l..':rl;;.tJ:f':"'4~~ ..;... ,;.....!.. ... .~. ... .. '. ....' c:.,' 09-- .'1~L:':..r..;l~ ~J.*,-tl:.o:; ..., 1i),tJ:"I't.t. . (.'~~..i)"~'}, ,1 .,r.....:. . '., Ill. ,....,. OS ",~""Z.1J1 ."l~,. ~1~1 '.' . OS " I" --.... /' / . -).// b/ ...' . ; ';./ EXISTING HOUSE' .. / ~ .' /\ h.=5tO.52 cd / " DSo ~ "" /" . . OS / / EI..=51 0.58 U) .5.5-0 . ./0 ~ b'O AS9.56'OO" " E '/ ~_. 1: ~ -0 ~ I l:J ./ ln' ij ./ .(1) ../ . fO"~ /APPROXfMATE PROPOSED BUILDING SITE / / 10'-Ow I. ./~ ? ~U~~~'~ ~ 9 I . .. ---- It) .- --- ~ ....- --- ---- .. -, It) tri ... --- J . nOS EL.=509.55 m- N cO CO " ... , .. 89.43' /-- LrJ a o o ~ g/ _ z' / ,./' in IX! .- " 20.00' · · "- .. SITE DRAINAGE (USING RATIONALMt..1 HOD) t ..J /~~ ('IC) SMALL LEVEL SITE STUDY STORMWATER STAYS ON SITE 2 YR STORM. 10 MIN DURATION ASSUMES INSTANTANEOUS TIME OF CONCENTRATION. FLOW RATES . ARE EXISllNG AND PROPOSED. , \ \. -, Q=CIA It c.r FIRST .18t OF. DRIVEWAY ex, MUST BE PAVED ...... PARCEL 1 : '(" C == 0.90 I =- 1.4 IN/HR A = 4395 SF Q = O.l3CFS PARCEL 2 THERE WILL, BE: NO IMPERVIOUS SURrACES ON PARCEL. 2. ALL STORMWAn~~ PERCOLATES INTO SOIl. NOTES: 1. THE EXISTING STORM WATER . FROM. THE. (E) HOUSE DRAINS TO GUt't.RS AND DOWNSPOUTS WHICH TERMINATE INTO PIPES IN THE GROUND. I: o o ~ o b 2. THE ONLY IMPERVIOUS SURFACES ON THE PARCELS ARE. THE EXISTING HOUSE. AND DRIVEWAY ON PARCEL 1.. ALL IMPERVIOUS SURFACES SHOWN ARE TO REMAIN. AlL OTHER AREAS ARE PERVIOUS. THE STORM WATER~ltdKING EARTH DOES NOT FLOW SIGNIFICANTLY, BUT. INSTEAD PERCOLATES INTO THE SOIL WHERE IT FALLS. PARCEL 3 LPPN97-P0941 3. PERCOLATION RATE FROM, .TEST PERFORMED ON SITE IS 1.5 IN/HR, ~E",\t~~...~~"eE,BfQBMED.ONFE~BU~B'( 1, .... 2()07 BY MORTIER ENGINEERING. LOCATION -OF -I t.:;;. 'AlJ[E-',s- sHowlqR"OR~"-P11,RS:--'''THE.s0IL TO DEPTH OF 4" IS A UGHT BROWN CLAY WITH SOME SILTS AND UGHT GRAY SPECKLED STONE MIXED IN. , z , , 10'-0" " ~St.I~ACK - -'NEW- DRYWELL FOR NEW HaUSE, -ROOFn, CON~ I KUCT PER 'CllY OF SPRINGFIELD INDMDUAL LOT/ROOF DRAIN DR'YWELL SCHEMATIC STANDARD DRAWING 4-20 AND 4-19 DEPTH . OF ROCK == 3 FT ._...(13t;):~.... RA. ~!~~ ..~, PAVING PLAN ,~' SCALE: 1"=20'-0" ~~'::t"N'" ....'f ." t ," ~ " " 5t-O" , r 4. NO IMPERVIOUS SURFACES' OR STORMWATER ELEMENTS ARE 'CURRENTLY 'PROPOSED FOR PARCEL 2. IT IS ANTICIPATED AT. A FUTURE TIME THAT A SINGLE FAMILY DWEWNG WILL BE BUILT ON THIS PARCEL A DRYWELL CAN BE INSTAl 11='0 TO ACCOMMODATE THE STORMWATER FROM THIS PARCEL AT THE TIME OF THE CON~ I KUCTlON OF THE SFD. A DRYWELL OF 13'xS'x3' DEEP CAN ACCOMMODATE 2640 SF OF IMPERVIOUS SURFACE. THE DRYWELL MAY BE RE-SIZED ACCORDING TO THE ACnJAL IMPERVIOUS SURFACE AT THE TIME OF CON:> I t<UCTlON OF THE: SFD. THE' DRYWELL MAY' ALSO BE RElOC~It.u .~ LONG AS MINIMUM DISTANCES TO PROPERTY UNES AND STRUCTURES ARE MAlNTAINED.DRYWELl INSTALlATION IS NOT TO OCCUR UNTIL SFDCON~ I KUC110N. SEPERATE PERMIT, FROM THE. CITY OF SPRINGRELO .IS ,REQUIRED. FOR '.DRYWELL CONSTRUCTION. THE 'DRYWELL MUST COMPLY WITH CITY STANDARDS. 6. SEE THE ATTACHED STORMWATER MANAGEMENT SYSTEM STUDY FOR ADDITIONAL INFORMATION. 7. NO CUT OR ALL IS PROPOSED AS PART OF THIS PARTITION LEGEND DSO DOWNSPOUT DRAINS INTO PIPE IN GROUND ..... . DIRECTION OF DRAINAGE 5U67.-53 L~SyVlOS l? Z - >. ~ .. i Q .c .'11: .'-' z -c ..... 0.. z ,0 - -I- -a:: ~. ..<<C( A. I.LI > _i= 'Z :I&J I- fa ~JJt') wwoo Q.Q:~o. o l- "-. 0 0::(1)0)<0 0..' o. ' I 0::,.,., a..Q!o~ - ::s . tt) :L...J. .. en - I.&J.~ c>z~ et: '. 1J.J..q- i ~ ~. (.!), III a: ..q-:::l .'-' ,w N.. 'LIJ 'I- ..... ' . U) Expires: 12-31-08 'MORTIER _a:.ntNG~P.c.f{;:'] '~~~P~~,J~;i~.. ~,(541)~~/;:O::;;;'i fAX:> (541)'484--8859~~~';:~;f:; , . THESE,DRAWlN(;S '! A8E'*lH~/' PROPtK. Y~OF MORnER'>' . ENGINEERING:~ P.c~- AND' ARE " ' "NOT TO 'BE" USED. OR ~";.'e~" ~".~. -' . REPRODUCED .IN ANY MANNER . EXCt.r'1 WITH THE PROPER . WRu. t.I~ PERMISSION OF ' MORnER 'ENGINt.t.rdNG P .C. . DIMENSIONING NOTAlION TAKES PRIORITY ewER SCALE. DO NOT ,~. DRAWINGS. DATE: 08/01/07 I.. '.1 ALE NAME;J 1823i,:!; DRAWN BY, Gltl CHK'O' BY:', WORK ORDER NO. 182-31-TJM SHt;t.1 ( 3 OF 3 ~ ~