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HomeMy WebLinkAboutMap APPLICANT 1/30/2008 EXISTING CONDITIONS AND SITE ASSESSMENT FOR SCOTT LEATHAM" N.W. 1/4, S.W. 1/4, SEC. 34, T.17S., 'R.2W.,W.M. SPRINGFIELD, LANE COUNTY, OREGON . JANUARY 11, 2008 SCALE: 1" = 20' EXISTING PROPERTY LINES. ---'-"~,::>>.<;,,:::~~,.,~~- EXISTING CURB . X ---, x EXISTING FENCE ~~ -- ~EX w--- - -- EXISTING WATERLINE '. r EXISTING SANITARY SEWER va>t.... ,.....,"'EX( SAN <'*:'-"~~\. WITH CLEAN-OUT '-"" ~EX.tTMw"''''- ........ EXISTING STORM WATER .,-- --EXGAS-'- -- EXISTING NATURAL GAS --~.. OhW'''--' EXISTING OVERHEAD WIRES .._,....--.,,,.::UG\V"~.:.-. ..----, EXISTING UNDERGROUND WIRES (TELEPHONE. FIBER OPTIC. & COMM.J EXISTING TOE OF SLOPE ....-..-. 502 ....,..~,._,.. SITE ELEVA TlONS FLOW ARROW EXISTING WATER METER EXISTING TELEPHONE RISER EXISTING ELECTRIC METER EXISTING MAIL BOX EXISTING TELEPHONE V AUL T EXISTING FIRE HYDRANT EXISTING SHUT -OFF VAL VE EXISTING HOSE BIBB EXISTING CA TCHB,,~3;:V EXISTING MANHOLE EX/S~~W POWER POLE WITH STRE LIGHT AND TRAM ORMER. EXISTING POWER POLE PROPERTY CORNER file:\2007\07-/72 Leatham on Main \ TENTATIVE ORA W/NGS\07-/72 yt, I Nn _' . .~l U~['::~ J)Rc, 2 00<{5 *' oct) I D 'Tr \joJtt~-~-M- II - ~. N.. . "A " ST. 1 15" SAN .,. ,- , .~ -~ .,-- -. j ~.~~ ---=-==r.-~rxIS'TING SANiTA~RY"MANHOLi:"''''~-'''ex. :t . . ~ RIM = 511.43 ~ ~ 8" FL IN (N) = 500.50 ~ Cf) 6" FL IN (Ne) = 500.68 . xIS" FL IN (e) = 499.47 :e J:: ~ . I.&j 6" FL IN (S) = 502.48 ~.~ .~. . 15" FL OUT (W) = 499.45 u.:~~ ;,,? t; 81 1\<O~O~ ~(;)&.~O~A ~,\\o~ ~ ~ ~c, ~ ~c, I ~'v. ~~ ~~ 5'\~ . - : rp ~vQ Clot , . ". 589- 44 'OO"f' !'~3. 7~ ,\0 ~ .<~il ' "",, I" . ,<f$" '. <i~ ~ ,~ '. ,~. g.~ 'V 'V ~~ . of' . ((:) ~tx. 15" SAN,~ , . . ( ----- ~,,, ,\v ~~ . Q: tti Q:: ~~.. ::, (J) .- 0... (J) <:(.. o. , t- :c:: .' to lJ.. .' .go' . 6' WOOD FeNce . ' .. EXISTlNGY......c>.y- . 7' PUE . .' . ----- . ~ <:> " ~ ,\v ,'" ~ . .,\v . EXISTING 'r'7' PUE r 6' WOOD - FeNce ( f I }{ , ~( - ~< r1 ~. ~XX>..~. ~+~~ 7 WIRC fCNCC . <( of' ~~ ~.~~. ~xX~~.' ".<)1> ~1>. ~"'!' TO se ReMoveD <0 :<0 /. .'. (:>ty '. >< -. I 6' WOOD eXISTING . 'X'~" .....; J FeNce TO 8;X10' SHeD ~ I. ReMAIN TO se ReMoveD ....... ~ : > . . .'. I "...... {f ~ q,~ ,~ ~ x " ~ ((:) ',\v S-.!.: , .\ }( ~t-\ ~:~ ......:'~510 t 1 -~ :< g,~ of' ~C5 <0 X _--- \' . ~ (:> : Q 0\ (:>. ~ ~"" 10 /,,\ 2:Q /' :'l( :c: . ;.>-y,/Zx>~?<.x;,...).>oo,x'<,:s;><> Cf);S :'Xy'y,x);'x'VyYy'\t .'>: ~'x ... y ., -/v x~ .:8 ~~: . I.&j~ X eXISTING ~ x x I 0 <5 28'X26' SHeD <{ .,.)' g,tt> ) ~ 1* TO se ReMoveD ~ J~ EXISTING ~C5 ~, \.:6; X. --- ---- i x. 7' PUE X r ~ " 1.5';0 0 I:~~ ?:S --12':"" '~rvv"A'VV\(~~ '~- J. '. ~9& v~~. ~JO":~~Gt&&<g~~~~~~/ ~ ,./ II x ./ .t V,.., '..0' X. ,n. / ^ ~ ", \)11" v . '. "'g,"P'_ ,~v -- ~~~~;~~~~Y:r~~;. .:: ,.'r __' : >< ': '.' . . ~<:--.c ~t. 'I >.:~ 7\ :xx. "xC x x.("""YxXYY.'xXx~,y.....v'<'l,,)(.)<,;V~'y7\/'-y-.u. '. X ,..:'J. u rl~~1 ./ 1\ :Y:"" v><'./'-;';' /v '~^ho [x'i'x xxxxXX'>:.xxx' .' . '., j . l.t++n ! X 46 . )<~. , .t.:. ::. 'l-tf1'1 . . x WIRe FeNce ~ .. :~: ". '.. (.t~. 4-tb,~. 1/'...... ~ TO se ReMoveD '.~ eXISTING ReSIDeNce . : ~~~:.' ": ,"l1.~j:r ' . -r*.tfl \~ X) 6002 MAIN ST. x.),' (. t. . r'tt c- . ;:8~ TO se REMoveD ~'2k~~ ~ ":'*e:+}t,. r.l=VJ '>~ ,.,;. oz~ . ~~., "'\'.'. ....~~t.: h t{J. ~ \ ~,J''':< X '. .' . ...." r'H'v x t'-.., , ~o .~ )O~'Qy~;x1'~ . . . ' ':. . . . '~~.t .'. P 6 WOOD cJ.~ . "0 .y"l{_)!~;L.;. . ~X""'" It) FeNCE TO <::)<<;. ' ~. ;~; '. :. d . .?>...... .' . \S'a :. .PJ?> .... .' . 10 :- ReMAIN of' . .'.(){ >(X.)('xX~(;:.<. /. /.~. ~(:>O; , ..' ~.9.' \ X'' "C5'" ' "'~.' '. ~~. ~ g ~. . /c?fO R: x:x"YS26'_l::~./,. ,)t . ~ ' \S. : 'oy' . -. '.' '')(.<0 V) ~~;8. . 16' (~44' :'~A, '5.~ .~"~~~. '.' ......, . " "<" . ..." ,........ :.::'., / . , /.~ - '< x ;-.-x "-7- x -"'"- ~".k~~;.~~~" '..t '~ ~<o.:. ." ..': . ...'.\,...... ~'. .... . "':;. '.' ". \.. >( ..G 'L-?' <1.' . . ~ '. . EX/STINO" ,,"'. ". . . . .' .. I " ~N~H:~cr ..' ~i(' ~. . ~!.'b~( '.>}g'~~Okfft~~;&"%,":: ".,. : .. .... ,,>OO;,~ ~ 0,(;)0, .. . ~J ~J n... -;or:;.. w .;{), ,\v ~ TO se ReMoveD <0 <0 . . . ,~'".. . .' .'. '\' ' ''', 'l~ ,':<,,'i< P>...... (;;)~. '. 0> .',' " '. " <V" [2] x: ~G . v~ of"G .' .' '..' ~ .... . \ '. ' .. ' '" ~ eXISTING ill 3T' 0.5. 's!,IRR;MFoEv~cDe I i~ X . l),r\,. ~ ((:)'" '". : 'b~~> : " \. , '../,,' ~'f ".Ix ReSIDeNce m' e;. e;. e;. ; " '. n...~ ".>. X' .' 'g,' . ", i..{)( , !\, ~- I . 9'. .'... ". .\: . ..~. ~ "'-J."Y. ~ .... . '. . . ~ '.' < 5. 0> X "C5 . . ..... "',' \ ~,q,~ v)' <>?" ~l ~ . ,,1. c; ,,><:>~'Y ii! X ~ .. . .,~y\^ ......r\,. ~1~'d'O .; :~ 0..;:) ::.., .....:' :' ": ~~7. ..' '., . . v~<?'\.X).~ M &.::5 '. .: .',' Xf? \:" eXISTING CATCH BASIN 0 g,'Y ~~ ~ ~ <::)~ -~,.~. .' .': -; ...... ..; RIM = 508.55 ~ "C5 ~C5 ~~. of' <( ~ ~ ....../-' . .. ~(:>~, , .;./ 6'o!. ~~. ~(:>~'I 6" FL OUT = 506.95~.J" >~ n.........)~.........., (<0 ((:) 'J'. ~~ ~(:>~. .. X. " f g,'Y <<.<)~ ~ ~ J,J l), n...~",.. ~~ i'~ i'~ ~..;, ...1<-...... . .<b~.,J . ~'/: ',' ...' <6 ~C5 ...'r. ................ v~. . "~.,. \x~......(:>. n... ~~ Y"-'f + of' of' ' . , _ r(.") i'~ ~ '" " ....n.. ~ . ----. ~~" ;,J i'~ of' ~ .- n,<O-S10. .~~6 '-----'_<b'J-.--~ ~ --'-----,-.__' "_ 'O-,~-.. ~,,-,,~510::<~."~ _:~'\'- ---A~~--'-' ~r\,' !),\ - . --- riJA.-...... ~ .--:.mJ.-,,.-.---. A~"-.~- '-., -'IS2l--- -.-'-"-.'.-IIJ' --..~ .---.-....-;\!.. . ,---,- ,Ill"", " ~ . 'DtJ 1 <S. . ~4'" "4 : . ~ '.~ :.-:---J!GW+:- -'~-rJ~ ~;'-. .-;".- .:' :' .~::- ~; ..;;- ~7. I 4:'---' .'. . I 'N-'-8--9' _ ~~, 'OO"-w'....:...., g' . ". V .-:"'-:-.; ........ ,--I> f.!~,W8"'3.--0' 0;71' ~..-_.~ -c>f); f\:' ..i. ':-' "--'4' ~. '1} ----;;::;:.~-X~::2 :~.~r3\;.,..:... ~:.i~)J(;W~~.::=.::~:;:'.., .!? 4" '_ - ~;::'~--~~lti--I"'=~=-~-' ~ "', ~ 4 ,-'~ -.---~b,:c;::...'<=~-'-- . A.", ~..X~_.., {,~9~~\~-A..' _..-;--b'\:~," . ~.: ,J...: ~-~,.~,~X.,,~ W""~-3:'1 -~, '. <S ~ ....... . ';.;'ex. 3.0" S.....tM. ~'. --- t_~. ......~ .>-..... ~ . -- -.....;.. 4~,ex. 30" STM-.~"';.;;...-.:........~-- -':-.,<O~.,...(,j...~ ~ _..,"~ ,-~~. .. ..l.-'~-.,L ''''ex. 30" STM~.... J. '--.- ....,..4 '4.:......:.~ '.' .. I . ... .' ~(:>. ~(). ~(:>. ~(). .' /.. ...;.... --- .- --- - - --- ...ex 8" w-.. ~-,J.~ eXISTING CATCH SA SIN r.~ ~. r.~ r.~ :t . .' . ;. ' . .' ...,..1 . RIM = 510.08 ~v {J ~v ~v I eXISTING CATCH SASIN I FL OUT = 508.48 -<;: . -<;: -<;: ~ r RIM = 510.68 I . - ~ 8" FL OUT = 509.48 ;: ... lll:s; >< f ~<:( ~ ~ 0..... I a i I. f '. I / ,.~. --ex. 18" SAN,.- ;-"'...~..- ~..~~'-. i' "":4;a~ 4~ WIRe FeNce "~~' . TO 8CRCMOVCD < "i) . '.. ..~j.. . '\ g,. ; ~. ;.:X<o . X '<0 . .....~... "V . -( eXISTING 18'X9" COVEReD . PATIO TO se . ReMovED. ~. :." X,.' . ~.., .: ~~. (,j u ~ 10 · - - - .J ---- . '\~~: ,\v .~ . g,. ~G X. "~ ~q,';' .~ X. I 20 ----,.. x. x x . -~~",..........;;.~.....~~X. x .~ l~.:....,-. . ! .. ......,.. 18"'. SAN~n ~--~;........_~~""'''-"~,,.'':-~~.....,;..: '-' I . . .' . f...... i I eXISTING SAN. ITARY M.~NHO. Le L-;-RIM = 511.44 . . I 18" FL IN (e) = 499.89' , 18" FL OUT (W) =.499.89 I I I i I .../ . MAIN STREET' - '\ ~. 'J5 X .~ ........ >.u,";;,:.,~-'f~~~n- . '":,'~-~',-~,',..:~.,.;,~~,!~ ~. .~"'t'~~ b co i i I . J I I. !~ I~ - C),,--- .----- .---. -.-. II." I, I' . f " . . rr 12 W-- ---- --- ~..~ - ,-- :.----- ....,..... -'EX. 12" w.- ~- -...., - ,- .,.- --- -U- . -ex. 4" GAS ..,--EX. 4" GAS-- .J ......,. ....-- ..:....:......;..,ex. 12" W-;,;......., ...- - --,'':- -~. ~.--: -- ---, ~-,_.''''':- ~ ":"'"". -_. - -- --- -- -- --- -:- -- '-~..- ""EX. , -_ TAX MAP 17-02-34-32, TAX LOT' 600. ~, ,'. Date Received: JAN 3 0 2008 QrisiRsl illIilAli\ti!'. ~. OJrNER Ie APPUCANT:. , SCOTT LEA THAM SUMMER DEVELOPMENT. 2073 MUSKET .STRE~T. EUGENE OREGON 97408 ~ITE ADDREss: 6002 MAIN STREET SPRINGFIELD. OREGON 97478 EXISTING USE:' SINGLE FAMIL Y DWELLING ELEVATIONS BASED ON: CITY OF SPRINGFIELD DA TUM FOUNDC~SELED SQUARE W TOP BACK OF CURB A T WEST END OF RAMP,'AT THE NORTHWEST CORNER OF. INTERSECTION OF 60TH PLACE AND MAIN STREET. BM *59 (RECORD ELEVATION ...511.34) WATERCOURSES: NO WATERCOURSES OR RIPARIAN SETBACKS ARE LOCA TED WITHIN OR NEAR THE PROJECT SITE ACCORDING TO THE WATER QUALITY LIMITED WATERCOURSE' MAP. FLOODWAY: . BASED ON FIRM MAP NO. '41039C1/66 F. EFFECTIVE DA TE' JUNE 2 1999. THIS PROPERTY IS IN ZONE X AND IS OUTSIDE THE. 500. Y~AR FLOODWAY. SOIL TYPES: REFER TO GEOTECHNICAL REPORT . BY RONALD J. DERRICK DA TED DECEMBER 27. 2007. ZONING: MDR - MEDIUM DENSITY RESIDENTIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET,) METRO PLAN DESIGNATION: MDR -' MEDIUM DENSITY RESIDENTIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET,) TIME OF TRAVEL: THIS PROPERTY IS OUTSIDE THE ZONE OF CONCENTRA TlON (99 YR. TOT) LEGEND. .../ ~ Branch Engineering, Inc. ~ 310 Fifth-Street Springfield, Oregon . 97477 (541)746-0637 FAX (541)746-0369 branchadmin@branchengineering.com Cjvil · Structures · Transportation · Surveying 1 "-.. THURSTON RO .... CI) ~ . ~I .... CI) ~ , ijJ .... C1? :S 0 \O~ N I ct ~ ~ MAIN . ST ct .... ~ EXISTING CONCRETE ct ct ~ ~ It) It) G ST , F ST L. __ E ST I .... CI) . ,:, ti fJ.' :S . y- ~-y "'-= ' '\ ~ ., ',- . ),. I .... /) 8,. RVGEV/EW : . ". ' ELEM ti '. ~ . 1" ti SCHOOL :S S to rd \0_ . EXISTING GRA VEL DRIVE EXISTING FIR TREE EXISTING DECIDUOUS TREE EXISTING FIR TREE TO BE REMOVED EXISTING SPOT ELEVATIONS o S1 "'---- ~c ST .... CI) :S '0) It) THURSTON HIGH . SCHOOL A ST I / A ST ct A Sf :S :g II .... .... CI) CI) :S .e :g t: It) CI) ... ~ .J .... CI) i Ol It'l VICINITY MAP SCALE: NONE PAGE I OF 3.. PROJECT NO. 07-/72 I~ . WJR EXPIRES: DECEMBER 30, 2009 TENT A TlVE SUBOIV/S/ON.O WG of3~ ,- 30-{)~ uate ~'\.e(,c, '\1-';'-- JAN30 2008 Original SubmittaL ~ 'lJ - --- ,. ,. ,. ,. ~'? ,. .~o ,. . . #'.& . . . ~ PROPOSED ~ ~ ----- :-20' DR'VEW A Y" --- 70~<::) . , ,. ~:-- :'-.- - ~ ~ .-L_ ~91.76 . L ,. ~~ ~ ---1 r -c-' ~'.~ c..,.-'--'~ ~~70 - -;ROPOSED - - ~ -'-~'. ; - - - - - - - - - 70 - - - - - - - -I " L._ I. 22' IRREVOCABLE . . ' ~ L.<:>()~' I ~ - :c:~~ ~ l' ~ ' <::)~. JOINT USE ACCESS ~ ~ ~ v0> I o !~X<,C5 ' '1-'" & '~I AND UTILITY EASEMENT; ;~{,. ~r;:,o)":- 1" . ~ ~ of' fo ~~ ~; g ~ ~~'? 9llJ. X <:>()'( ~~<8r~r) ~<\- I ~ & ,(< , :g, x<0 FL = 506.1 LOT 6 ~I { , rf, LOT 1 ~()~. ~ ,. /' 50.32 SQ. FT. ((:) , ' I ' 50.39 SQ. FT. .5..10.00",,~ ~ ~-. o~'? ~~..I g "-.' .. I PROPOSED ~,. 510. 18 ~..::s . x<0 I to; . "\ EXISTING CATCH BASIN ~<y - 7' PUE ~ ~fR~ . ~t ~CJ r-:~. ~ . I to "jRIM = 508.55 ~<::5 <:>()~ 70 ~~ .5..1 "1-' " . ~., ~ <::) '> ~()~ 70 ~-:. ~~'> I ~~. 6" FL OUT = 506.95 X L - - --;,- - - 7(- - - - - - - -:"/V:J'5- - ; ~" ....~.,. - -:-~-%: ~ -- - x- -.--- - ~<Y-6)~ -!r;; -, -~ .'. ><....~. <y ~ -~~ -~-$.. <t..~.. ~..~. ~ . :;; ',"' -<b,!d " <0 ~~ Z.I~~' .P~-'..fi::.'.~. \ f0'() ~ ~~ .' ~-510 ~-: 0- :{~. .~,. ... ~'., ^ ~'510~<:f~0)' x: .,f~:...-'X ''<.'" . . .......~......." .VGWF~:'r~{~"':~~: '~-~t.~.~ ,~-:~~.91'~~'~~~i~QP'~ ;x~'~~~rJi~~0~~~t~~~J~'~~~~~~1526'~;:()~{)Wv!;;='~\~T:tL'.. . ~ -.. . .~..i...fX. 30" STJr- :~.l~~':"""'~ .~ - . "-fX.30' si;;;:~'.'~.::-'::..'\.siO'~SI0~'51:.i4 . . C... F -r.i. L:,,~~~.. ST;;:....._.j.~. ..... . . " ., .., .... '". i ;'. .'. . eXISTING CA TCH BASIN . .' '. ~. . - --:- -- -- -:- ,-,-,- ~-,ex. 8 W- ~ ---M'l .' . _' ;:iiO f eXISTING CATCH BASIN . RIM - 5Lo.08 , . .. '. t I RIM = 510..68 I FL OUT - 508.48 TeLePHONe/COMMUNICATIONS VAULT . .to 53 ClC) 8" FL OUT =.509.48 ~ RIM = 510.85 TO Be ReLOCATeD . ori:s X I ;:iiO OR ADJUSTeD t() a: ~ ~ I ~ I i I 1 : i !~ l.:t . .-,---.- o~ -'--- ..--- -..--, ---.- -----.. . . I r- : I' '/ U 12" W-- -- -'" --- -- ....,. -.1- ..-- -,- --ex. 12" W.......-- ..-:. --:- ....- - -' - -u- . "A" . ST. 1 . N. .",~~" 15" SAN... .~",,>- ~~... ., , ~'\'''"' "'__-. ~ ~'''';''K''-'~~'A'''''~_''' .....w,..:.~.w. ~"_.~... =~, ex. I -'r ~.~. . . . eXISTING SANITARY MANHOLt... . ~ . RIM = 511.43 . ~ . 8" FL IN (N) = 500.50 ~ 6" FL IN (Ne) = 500.68 co 15" FL IN (e) = 499.47 :eJ:: ~ 6" FL IN (S) = 502.48 ~ ~.~ ,IS" FL OUT (W) = 499.45 t; 8 ' 1~ >c ,\0 ~~.o~ n. ," ~(;)&.~o~:\ ~-<\o~ -<\ ...., I ~ ...c, d\~ .\.c,' ,v I ~'v. (I..~'r ~<r.;,"" '5.~v , o~ Q ~t:;, - (j ~\; C,o . , S89'44'(jO"r"~3.7~'\O ,. '5!L./r~" · ,C · '~~IO'O~.'~ ~ ~ . ~ ~~ '<~ ,.<<~ ~. <0 of'." tt.. . ,. r'! .... ~C5.. <0 v , v x'" ; ....C ~ ; t:0)QLOT 4 ~ :;l ~; .' l#f'3 SQ. FT. . .: PRoposkD ' 5' PUE ....ex. . 1 5" SAN~OM ~...... ~tti , Q::. . ~~. : :::,(J) . .O~ (J) .<t .' '0- 1-<= ,~~ 6' WOOD FeNce EXISTING l 7' PUE - ~"1- . ,-' . ~ ,\v <" <" ,\ ~ ,\v ," ~. ,\\1.' . . . EXISTING ,r 7' PUE' . . 6; WQOD ~F~Nce. .' 'I' x......e< --- ----- x ~ , )~ E .:.......:. . ~"" ;t, ~ Z I .... ~,.h . ~~ . ~. ~ ~l ()f}~.. C'f > 6' WOOD . ",-r....:.' I co X~J.. .' . N FeNce. TO . .' '. . l~,~~~ )o~Re.M.~/N C'f~' ~ . .. . ~I . q~ . . '. () 1 of' . ~~ . ((:) ). ,\v I PROPOSED L.- >5' PUE 1 - ..:.J ..;~. EXISTING ~ -- x'. :'.' 7' PUE r -:....::.. :d": ;~.'==-S 10 I I. I ~::' L% c-.i' of' ~ . .,: ,().I. C'f 'I't j ..' .. .' '.' I ;, I 1 I L._ Lor.'.3 .. 4847 SQ. . FT. x co '.6~' <0. t: ,. , ,. ,. , ;. . . , , . . 70 ..' .' ~ -~, '~.>~ -' - - -:- '-:-;-.~ - - -, -:-- , x, , , - --:- -'.- _.~-....,-- ~ - ~~. - ~ 70 " . ;;< <:>()c:.. . . , ~ 70 ~t?J~ -, - - ..:..- r ~ - ,::- ...;.. - -.:... ~ - - 'I ts,. . . .---1.. 91.48 ' , ,.., .-L. .,'~ \"'..../1') . ,. r- L-<- v&> "'>10'0 ". .' ~ L~a-I v~-.&>x-;;~~;---:-~~-:I' ~/Il x ~ ~~. 6'X" ~. ...' I ~"\ J ,. V" . . ~'5 Y _, :c:: ; x----:--- ' '.. // I.. I, ~ ~ /~. I. ~ ", ~':I ~ ~ c-.i C'f '1 ~\O to ~ PROPOSED. Lor 5 t: '-~~~ - 5" pu,c:-".480.3 SQ. FT. . I c.; /\' ~.~ . I ~ " I x",\' o 6' WOOD .J r>>9> I, <0 ~ ~~~rN TO 9::>' <:><::5 ~. x.~. '. J __~L____65__~____~ VI~ cu ~p x / ,. ,. 92.00 . ~~~ ~ - ~ -,.... <"f. . '. of' . ". ~~" .. ~ .. I '()I .... ~ cl ~ ~~.' X.' . co ><i~'of'l'. . ~ ,(). i~.' / <S 1"' '" L'l.:. . ::t: -- ~- a-:-tO ~'f.t'II Q:: . ()I~ o ~~. r<.~ <: ~~<S I I~'..~ ' . ~ . . " I '.".) () .' ~. I .' X <:>Q . " . L__'~____ .~ ,. , I- , , :::> ,. '"'"> , , ,. '\ \)\) "V LOT 2'. 482.3 SQ. : FT. MAIN STREET I! ! I: -.----.; ..,..- . ~'"'- j'''''4"''''' --:'--- ~"".....-T_"""" ,.-~""~-ex; I .' .' .". :~~~ I., .' '. Ii'.' 18 SAN":?'.'r,::~~'-T -=;:"""O$',,^,,!,,"" "E""""- 8. :.....' EXISTING. SANITARY. MAN. HOLe . .' . RIM = 511.44 '. I 18" FL IN (e) = 499.89 I 18" FL OUT (W) = 499.89 I I ~--". -::.::.=.~~~__* -.'_-''''''-'.u''' .'_'.~~.~ ,~...-~.___ ..-..-....~ _~~..,. -ix. 4" GAS I I. I I ;, , : ". " . - -.--: :-.....;ex.' 12 W~- - -'-'-:-:-'-. ~:'-..--- -", "'-: ~"" ~. ._- --_. - "-- - ,..-. -'- -:-- ~. -.- .- EX. , __ TAX MAP 17~02-34-32, ~ TAX LOT sqO. .:iNilt".,.<.~ ....,.~....-~ ).,.0 N. W. j ..~ 1 10 r---.' ~ ---- o .-t' . . . . TENTATIVE SUBDIVISION FOR' SCOTT LEATHAM 1/4, S.W. 1/4, SEC. 34, T.17S., SPRINGFIELD,. LANE COllNTY, . JANUARY 11 , . 2008 SCALE: 1" ,= 20' R.2lt~ ,W.M. OREGON -1 IIIj IIIj LEGEND .-... \Q; -:_- X x EXISTING PROPERTY LINES PROPOSED PROPERTY LINES. . EXISTING CU~B EXISTING FENCE .' . . EXISTING WATERLINE EXISTING SANITARY SEWER WITH CLEAN-OUT' EXISTING STORM WA TER '. " EXISTING NA TURAL' GAS '. '. : . .q r~~.~ EXISTING OVERHEAD WIRES L ,",,--' '. ~ EXISTING UNDERGROUND WIRES - (TELEPHONE. FIBER OPTIC, & COMM.J. JOINT UTIliTY TRENCH (SEE DETAIL) PROPOSED SANITARY SEWER TRENCH WITH A4' LATERAL FOR EACH LOT PROPOSED PERVIOUS ASPHAL T PA VING . . 510.24 'oj: .~~~. . 'X~., EXISTING SPOT ELEVATIoNs EXISTING MANHOLE EXISTING POWER POLE WITH . STREET LIGHT AND TRANSFORMER EXISTING POWER POLE PROPERTY CORNER ~ + X .;.""; ...... ---< ~"EX W-- ~~, ..:., ~-_,.rt' -- EX SAN~~~(',' :-- -EX STM- --'-. --EX GAS . :...- *. EXISTING CONCRETE ._,_.. OHW'-~'- ":"'-.-, UGW--'~ . JUT SAN BUILDABLE AREA.. EXISTING FIR TREE EXISTING DECIDUOUS . TREE PROPOSED SPOT. ELEVATIONS I '''.' , " , " " " " " " " " " " 20 502 . ".. "'.:"--<.....---.......... SITE ELEVATIONS ..; FLOW ARROW' ~ ill I!IJ IYJ :&. EXISTING WATER METER EXISTING TELEPHONE RISER EXISTING MAIL . BOX EXISTING TELEPHONE V AUL T' EXISTING FIRE HYDRANT EXISTING SHUT -OFF VAL VE . EXISTING HOSE BIBB EXISTING CA TCH BAS/~ EARTH ."ORK:. ivo. CUT OR FILL IS PROPOSED A T- THIS TIME. FIRE ACCESS: THE JOINT USE DRIVEWAY WILL BE 20' WIDE. DRIVEWA Y SURF ACE SHALL SUPPORT AN 80,000 LBS, IMPOSED LOAD~ · NO PARKING FIRE LANE- SIGNS SHALL BE INSTALLED ADJACENT TO THE DRIVE ON BOTH SIDES OF THE DRIVEWA Y. THE DRIVEWA Y FIRE ACCESS SHALL BE UNOBSTRUCTED PER SPRINGFIELD FIRE CODE. M o ~ NOTES: I, TREES TO BE REMOVED DURING BUILDING CONSTRUCTION, 2, ALL PROPOSED UTILITIES SHALL BE PLACED UNDERGROUND,' 3, SEE STORMWATER REPORT FOR PERVIOUS PAVEMENT DESIGN, ROOF DRAINAGE AND DRIVEWAY' GRADING. 4, THE SANITARY SEWER CLEANOUr ON THE NOR TH LINE IS SHOWN PER AS-BUlL T INFORM A TlON. THE CONTRACTOR IS TO FIELD VERIFY ITS LOCA TlON AND ELEVATION PRIOR TO CONNECTION, IF THE LOCA TlON AND/OR ELEVATION ARE NOT AS SHOWN. THE CONTRACTOR IS TO CONTACT THE PROJECT ENGINEER. 5. THE SANITARY SEWER LA TERALS CAN BE INLCLUDED IN THE JOINT UTILITY TRENCH IF MINUMUM CODE DISTANCES FROM THE WATER LINES CAN BE MAINTAINED. 6. EXCEPT FOR THE APPROACH TO MAIN STREET, THE SURFACE OF THE PERVIOUS ASPHAL T IS TO BE LAID A r AN ELEVA TlON OF 510.00, THE PARKING FOR THE DUPLEXES WILL BE PAVED AT THE TIME OF'DUPLEX CONSTRUCTION WITH STANDARD ASPHAL T LAID A T A MINUMUM SLOPE OF IX TO DRAIN TO THE PERVIOUS ASHPAL T. r ~. REGISTERED PROFESSIONAL LAND SURVEYOR 1h-fJ:1 NOVEMBER 30, 2007 RENEE CLOUGH ',= 691 62LS ~' EXPIRES' December 31, 2009. EXPIRES: DECEMBER JO, 2009 ~ 3ranc~1 Engineering, Inc; . 310 Fifth Street Springfield, Oregon . 97477 (541)746-0637 FAX (541)746-0389 branchadmin@branchengineering.com Civil · Structures · Transportation · Surveying PAGE 2 OF3 PROJECT NO. 07-/72 'lJ .. WJR file:\2007\07-/72 Leatham on Main,\ TENTA TIVE ORA WINGS\07-/72 TENTATIVE SUBOIVIS/ON,OWG B .1- ~ ~.O . I~ tx) -O~' =~ Date Received: I".", I, I JAN 3 0 2008 , ,Original Submittal ~ DETAIL SHEET FOR SCOTT LEA THAM- N.W.1/4, S.W. 1/4, SEC. 34, T.17S.,R.2W., W~M. SPRINGFIELD, LANE COUNTY, OREGON ,JANUARY 11, 2008 SIDEW4LI("CURBCUT ,DeTAIL , , , '" NOT TO SCALE 2 - INCH THICK : , 1/2 - INCH OPEN CRUSHED AGGREGA TE FIL TER COURSE' POROUS PA VEMENT SEE DETAIL THIS SHEET 1 ' l 4 "" INCH THICK ' , POROUS PAVEMENT ,'~:'''''i ": ,::.,:~~!..,~: .,~.; It., ':r't' ... h,' ';('=\.~'" '~.,!,~~ ~~.~~.:('.l'.:::H/J'('~ ~~"',..~...,,~,": :.-..!:~.~i!"..:'~;~2{'.~-:i~IJ"""~:'\~ .~., .:..:.\...~;.:~ "::..:' t COURSE .' ~ ~~.. - . . ~) .~~~~ . ~_~~r ... . STO~ RESERVOIR ~0'~~~~~~~~~V~UNDIST!H?8ED . ~'~~~ ."~"".'... A ' ;:: 5E ~ <\i I , 6' MIN. BEDDING BELOW PIPE BELL" STORM SEWER PIPING TYPICAL JOINT UTILITY TRENCH DETAIL NOT TO SCALE PERVIOUS PA VEMENT DETAIL NO SCALE POROUS PA VEMENT SEE DETAIL THIS SHEET ;:: 5E ~ C\J I t 6' MIN. BEDDING BELOW PIPE BELL , , 4' SANITARY . SEWER LA TERALS ~ Branch ,._Engineering, Inc. ~ 310 Fifth Street ' Springfield, Oregon ' 97477 (541)746-0637 FAX (541)746-0389, branchadmin@branchengineering.com Civil · Structures · Transportation. Surveying TYPICAL SANITARY SEWER TRENCH DETAIL: NOT TO SCALE , . TAX MAP /7-02-34-32, ~ ": TAX LOT 600 EXPIRES: DECEMBER JO, 2009 PAGE 3 OF 3 PROJECT NO. 07-/72 .. file:\2007\07-/72 Leatham on Main \ TENTA TIVE DRAWINGS\07-/72 TENTA TlVE SUBDIVIS/ON,DWG -30-08 ~~9 "I ~ I . WJR