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Home My WebLink AboutPlan, Tentative APPLICANT 7/22/2008 ,- -- -- 1-+ o > ARCHITEqTURE . CL LANE COUNTY HEALTH & HUMAN SERVICES DEPARTMENT RIVERSTONE CLINIC MODULAR OFFICE BUILDING ADDITION ~ 645 "H" S t Rt::I::.1 SPRINGFIELD, OR 97477 PRELIMINARY NOT FOR CONSTRUCTION SII E REVIEW APPLICA liON PRELIMINARY DI::SIGN JULY 18, 2008 VICINitY MAP BLilLDING CODE INFORMATION SHEE I INDEX I . PROJECT SITE 1645"H"STREET SPRINGFIELD. OR 97477 GENERAL OCCUPANCY TYPE: CONSTRUCTION TYPE: 5B B GENERAL TITLE TITLE SHEET S1 TOPOGRAPHIC SITE SURVEY z o i= - C C <( (!) Z C I- --' m :::> ~ m b2 W <C U ~ u: 0 lJ.. f3 o 0 a: ~ <( w ....J CJ) :::> z C<CL O~(!) '-=:::: :I: l "::::CC/) UzW tte..<CQ - :I: 5~>- wL5rY Z:C<( O~L I- z ~ cn:J~ o:::O..J WOW >~o::: ~:5Cl. '" . 1ST STREET FIRE SPRINKLERS: NO ARCHITECTURAL A 1.0 SITE PLAN A2.0 FLOOR PLANS AND ELEVATIONS CIVIL C1.0 SITE ASSESSMENT OF exISTING CONDITIONS . C2.0 GRADING. PAVING. STORMWATER MANAGEMENT LANDSCAPE ARCHITECTURE. L 1.0 LANDSCAPE PLAN l2.0 IRRIGATION PLAN EXIST. FIRE HYDRANT ...... .- G STREET .. F STREET ttl 0: t; :I: 5- J. I- W W -rv ~ F STREET :I: ~ e CII Y OF SPRINGFIELD E STREET :a ~ Q. It) (0') c-i (0') t! ClO o o ~ ..- t: ...= w w :I: CJ) W ..J I- i= ri '.f, -c o c 8 ~ g f! ~ if ..- o ~ (0') <D ~ CD c: "3 e c 6 Z ::J o w z e CJ) a; w > ~ ..- o ~ (0') <D ~ CD c: :2 :; m :; as Q) :I: .2 :is :::s Q. 9 o o ~ (0') ~ o o ~ I- W W J: en W ....J l- I- CJ) z o (j) ~ a; ~ ~ m I ~ ~ <D . o ...... o z .. I- 0 o .. W ~ " ~ 6 o w < W 0::: !;;( 0::: :c Q. 0 0 0 TT _= YRE7Dog - 000 '+OJ PR.J? - .su~ M l-r=rA L ~Co/RlUe.J/S~ StTE ~\( Cll' f'UC 7 PAGES - 3ALZHISER &~~UBBAR) ~: \IG 1.\ E~.:RS NOTES 1. THE BOUNDARY SHOWN HEREON IS COMPILED FROM DRAWINGS AND DESCRIPTIONS AND MAY CONTAIN UNRESOLVED DISCREPANCIES. THIS BOUNDARY IS BASED ON C.S. FILE NO 37314. FILED DECEMBER 20. 200~ BY SS&W INC. ENGINEERS. 2. UTILITIES SHOWN HEREON HAVE BEEN COMPILED FROM FIELD LOCATIONS OF VISIBLE COMPONENTS,. UTILITY COMPANY MARKINGS AND DRAWINGS, AND OlliER RECORD SOURCES. UTILITIES SHOWN MAYBE INCOMPLETE AND JOR CONTAIN ERRONEOUS OR OBSOLETE INFORM A TION. 3. ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK 221. NAIL IN LEAD PLUG. LOCATED IN THE TOP OF CURB AT THE WEST END OF CURB RETURN. AT THE NW CORNER OF THE INTERSECTION OF 16TH STREET AND 'G' STREET, ALL IN SPRINGFIELD, OREGON. ELEVATION = 460.80 (CITY OF SPRINGFIELD VERTICAL DATUM) 4. ENCUMBRANCES SHOWN ARE FROM CASCADE llTLE COMPANY REPORT NO. 0259029 DATED JUNE 5. 2008. 5. THIS PROPERTY IS WITHIN ZONE X, AREAS DETERMINED TO BE OUTSIDE 500- YEAR FlOODPLAIN, AS IDENTIFIED ON FIRM (FlOOD INSURANCE RATE MAP) 41039Cl161 F. EFFECTIVE JUNE 2, 1999. ~ ..... ........ - --- ...... .-. - -- MECHANICAl. . ELECTIUCAL . CIVIL . TItANSl'ORTATlON . SlIRVI:YOll..S ~ ~ ~ --w I ---="w SD MANHOLE ---w -w- RIM EL=. 459.60 -II- 48"E IE= 452.05 48"W IE= 452.00 --so I' ... --.so?:~'so ~I ---so-__ I so- PO BOX 10347 EUGENE. OR 97440 P: SI{ 1-686-8478 F: 541-315-5303 t---w___ IY___W ---IY___ APPROX LOCATION OF~-w==-==- - __ -.- 6"PVC WATER LINE . w~-;;- _ I ~ \ NOT. MARKED .IN FIELD x~()' ~ --4J -;;.! ~ \ ~. ~ ~ -so MEDIAN $' ~ -<- J~ · ----so____so (MOWED FIELD) x ,p~ SD CATCH BASIN ~w___ ~ ----so__so . C RIM EL= 459.25 / ~ --SO__SD . <0 ~8"SSW IE= 456.88 $'~ _ --so__so __ r SUMP= 455.33 _ / X ~ SO MANHOLE -- _ $O---so---L- CPSA / RIM EL= 460.28 NO PARKIN~ - - _ _ so---so_ 48"E IE= 452.28 _ ~SIGN (TYP). ~ ~ -460-' ~J-. $O--so(., . 48"E IE= 452.28 ////// - - _ _ SI ___ // /~/.,// ::::::: .:.. SO~ , J - ////(////// . ~S()_ 1 ~ STREET $'~ &t 40 RIGHT-OF-WAY x ~ PLAN SCALE - ------ - ------ 30 0 15 30 I L I ~-- T - 1 INCH = 30 FT. 60 ------ r- , REGISTERED PROFESSIONAL LAND SURVEYOR ~~~~ - SURVEY CONTROL TABLE ~ ~ ~ I DESCRIPTION FND LEAD &. NAIL (8M) SET MAG & DISC SET MAG & DISC SET SCRIBE IN CONCRETE SET HUB AND MAG SET MAG AND DISC EASTlNG 4999.99 5146.14 5219.82 5317.73 5283.59 5750.20 ELEVATION 460.80 460.70 462.07 462.67 4150.32 460.60 CP# 1 2 3 4 5 6 NORTHING 5000.01 5071.05 5150.83 5138.58 5354.81 5295.02 g TOPOGRAPHIC SURVEY LEGEND :i SD MANHOLE ~ <.:> RIM EL= 459.88 8"S IE= 455.88 8"N IE= 455.88 ~so-'--- (;) ?: OREGON JULY 30, 1976 CLELL GOODWIN ~ 1078 ~. EXPIRES JUNE 30. 2009 ~ 8 SURVEY CONTROL POINT FOUND MONUMENT 3: APPRO X FIRE HYDRANT LOCA 1)ON .0 @ ABBANDONED o I/) ~ ~ BENCH MARK ~ I ~ I S ) CATCH BASIN --- ~ .......... --- --- - PROPERTY LINE Q I/) -- -- (:) I/) LOT LINE 3: -.J ~ A CP6 CENTERLINE OF STREET ."~'.//I'-,///// Q VI EASEMENT LINE - - - - - -450- - .- - - - 5' CONTOUR INTERVAL - - - - - - - - -451- - - -- - - - - - l' CONTOUR INTERVAL ~~ 6<-:>' x.... SPOT ELEVATION ~ --- ~ -- -- --------.........--- g SO AREA DRAIN RIMEL= 460.33 8"W IE= 459.38 SUMP= 427.70 . I I 3: x ~ ''fr 5l -- -- ~ <> 3 ------- - 5l E-c I >- ~~ ~l ~t.a... E-co rn.,!. Q :J: I/)::t::Q E-4D: COb ...... <D -- 4 / .... '-- ---- 1'/"'../"./"/',/'," ~ /'. .n. ...... ^ ;<. ^ >. BUILDING ~- - ----- ~ 5' 3: ~ (;) ---- 1/ - . / / / /1 /// / /.. STRUCTURE OVERHEAD 6 SO AREA DRAIN Q RIM EL= 460.11 8"S IE= 458.98 SUMP= 456.96 -'I.; "A CONCRETE 7 5l I r 3: Q VI ~ L~/;///I/lI// II II/~WI/l/k// I it {It ~~ 8 EDGE OF PAVEMENT CURB & GUTTER EXTRUDED CURB PAINT STRIPE BRUSH / SHRUB LINE UG WATER LINE UG WATER LINE (ABANDONED) UG STORMDRAIN LINE (:) VI ~~ x\P c 51 ?' ~- ASPHALT PARKING LOT ~ 51 ? ivL/\f-?YI,j-JUFfST _/\ fJDJTJOj\j I ~ ~ -~ ~ .t>~' x >- -L :$ 1: ~ CI) (J ........ :r: 1- ~ (!J o 1- o &l 2: o ()(!) ......... J... ~ 1: -JO () .L :i 2: -J Od: ....... J... Cf)(!J i: ~ $ ~ ........ 1- ~CI) \" w w w ~ ww LINE WESTERLY OF MANHOLE NOT LOCA lED IN AElD. REFERENCE. C. I TY OF~_ SPRINGFIELD GIS MAPS. f ww WW -JVlV- IW" I ~ I ~ '.'I------',\'.-..----w---.-'I: ------ 10' PUBLIC 5l so :0 -so so @ ~.... $' ~,. ~ ~ "W UG WASTEWATER LINE UG.GAS LINE -ww .ww 'VI'II .... -OHi. OHi. CHi. OHi.- CHi. OHi. g G G G G I r ,YIt'-- ~ ~ ~-1 I ~ SO CATCH BASIN - RIM EL= 461.28 8"S IE= 459.61 SUMP= ? 11 :: / J ~ - -T- - -T- - -T- - -T~ UG TELEPHONE LINE - --". --mr- ~ ~~. x '''{'--- --o>>r--- ~ '-...--;.:' J)' IT" _ _ I Yr., =",u I Q I/) "'-"-i,u I I ~ I--=wr-- _. .... . -"" - - -FO- - -FO- - -FO- - -FO- UG FIBEROPTIC LINE UG ELECTRIC LINE P ARTlALL Y EXPOSED PVC PIPE OVERHEAD LINE WW MANHOLE RIM EL= 461.03 8"W IE= 455.03 6uN IE= ? 10"S IE= ? 5l ~ Yr.r "-~--ww --- --fir" .ww Q I/) - - -E- - -E- - -E- - -1':- ~ p\<C p\<C .p~. pr,-::: ~ SO AREA DRAIN [d RIM EL= 459.77 ~~ 8nN IE= 458.60 x~. SUMP= 456.62 11 ~ 61 ~ 12 OHL OHL- OHi.- 'OHL 13 14- 5l 15 3: 16 5l g -^v LINE NOT TO SCALE J:-I>- ~~ ~I E-<< I ~ enl .... :J: =2 e-cD: COb ......c <.0 5l ~1> x~ 3. I.><] WATER VALVE ~ ~ ~'YY'> t8J WATER METER 5l [8J ..0 cg" El IRRIGA 110N VALVE FIRE HYDRAN T MANHOLE (AS NOTED) AREA DRAIN (SQUARE) CA TCH BASIN a ~ ro~ ~~. x lX 'X'> I 3: I 5l s! <.:> I 5l ....... so CATCH BASIN D 5l :i O' I.U ~ r:: ...... ~ (3 tt ROOF DRAIN o lU ~ i:: f- ttl ~ '= -II- 5l ~ - / . ?~ SD MANHOLE _ / RIM EL= 460.87 (Q) 8"NE IE= 457.57 " 8"S IE= 457.57 51 8"W IE= 457.47 o CLEAN OUT CP1 (aM) ~~ ~ SO ~ANHOLE /"' ' RIM EL= 460.99 : I 15"E IE= 455.74 10"S IE= 455.69 15"N IE= 455.29 ~ aJ ~ TELEPHONE RISER SO so ~ a~~ SD MANHOLE RIM EL= 460.85 'v-10"W IE= 457.18-w 8"E IE= 466.65 8"N -IE= 466.45 8"$ IE= 466.45 :;0 SD so. ro- so , HVAC UNIT @l ELECTRIC METER II] (}J ELECTRIC BOX APPROX LOCATION OF 6"PVC. WATER LINE NOT MARKED IN FIELD DATE - JUNE 13, 2008 ELECTRIC VAULT -^v W 'W w ~ 1m STREELlGHT BOX n 0 LIGHT POLE WITH ARM - --...~... ~ Jl;f,. i ~H' STREET./ ':;::: YI (I) ~~ :- 'G' STREET iE % ~ - ::::::-....... ~ % ~ 8"\LTD BUS S~ /)~ Vi ~ ' / 'G' STREET j:!: Vi PROJECT SITE/ ro .~ ~ -.:J- ~~. '/Ii\~ ~ APPROX ARE HYDRANT LOCA liON DRAFTING saa LIGHT POLE o POLE -II- UTILITY POl.E PROJECT 9700-005-08 GUY ANCHOR -<: u.;mJ MAIL BOX -.- SIGN VICINITY MAP' NOT TO SCALE FILENAME 9700-005-08- TOPO.dwg BOLL~RD / CURB STOP SHRUB SHEET No. DECIDUOUS TREE W/DRIPLlNE 81 CONIFEROUS TREE W/DRIPUNE - .- - -. ..l 1-+ co > ARCHITECTURE . CL 3: '0'" 9;)' '-'--' @ --,_.,--,._~ --- I 3: I- "--w --w__ W__w__ W__w _ _ ---w' - - --w__ - -- _ -.- w~~;= ___ ~~' --w~.d~^ x ~ -rt::Jt:j~ r-~____ ~ ) SO----SD____ tJ?~' ~~ \l. ~w::::::..... - - - SO____ X ("~~ - - ---;;-'- SO____SO ~/ 0 ~ j-W__ --..SD__..SO G~ Ill} W. ----so ~ I ----SO____ <b 3: ~~ SO__..SO I ~ ----so '" ----so 0 I x -5O-SO-5O_5O_.O i cP5A . II - - _ _ ~SD____ - - _ SD____, -+- 3: ---- .. ,0 ~ . SD____SO -460- - - - - _ _ - -3 -1 Tso---so____ so____ ~ 3: so ~SD__ &: v I 3: -~-...-- ....-----.------.---..r- 3: --"""""-........._~--............._.-~I..' ---.~.......'>-.........~"........................:...._~...... -~-...._->_..........:..........-...-....... -.........>""".........~.........."'"~-~-..---h 3: 3: -- -- .. ~ 7777//> PRELIMINARY NOT FOR CONSTRUCTION --- -SO__ "H"S ':>~ TREET x ~~. <o'? ~~. x 3: 3: 16L.5 "H" S I REE I : exiSTING SITE LIGHTING TO REMAIN. NO NEW SITE LIGHTING TO BE PROVIDED EXCEPT WHERE MOUNTED ON NEW MODULAR OFFICE BUILDING. ,: ~:, ,,;>{,..: t ...... ~:}~:~ t~~.~;~ .: ~ :: .;:: .::::: ::' _ ( ]';.i~~ri\~~.~ r _ _ \ ~. :"':':':::~'~".':'~) I -461- ~ 'If - ..... ~; ,.~~. I - - f n...;y X 'r::..: .u'''l' '.'. I --....",,, / >'<X.. / / ~::': : c:., :': ", A\ " r ~'j ~ )../ ,:..?':~':.:t::.~'::\ I ' / ~ ::::-1-1- ~. ... - '" / tJ?" / L /' / / .I~) I //' 0~ ~\~ ~'J I\'.. \:. // j CJ ~POR{' TH . \,' TAX LOT / T ~ {? ~H'?~7'-4'; I ~'9 / / \ 8800 I.......~ ' ,- ~ t>P' \ IY/ / / << " j ~'~I~' \ <:0 . / ~/.I _ / . ~ (E)pA'R~G _~."~, \.'~"..\:-un'>:'l ~ ~$' .r 46ST)(LLS - \ ". 9> 't ~ / -/;::. -;..... ~~ .~/ \ ~ AI~ .~ . ~' / ;~';~~'.' ~. / ' Q! .f t&p.\ / STAIR DOWN FROM " "I' <>~ ; ~"I''t ~ \ c c V.l ," · SECONDexITPROVI~DBY~~ _ "" /\j (:5 ~~ ji V / MODU~;Nrr COMI'AN/~ ~ 76/ /~ x ~~V\ { ~"I' al ll~ I i~ ro....1' j~ /1 " ~,-<yA- ~~\ 10'UTILlTY \ \ ;~~f 4';x.~ i Q\ t ~ . \ EASEMENT ".~ // I o~'\Jil}" "f; "~ \ \ ~ ~/ / 'i"" <'- \ .......'" \ ~ ~~ /' ' . t::: . I" -ww- "WW ~J. ////////~// O)i - // ~ ,\ i . OHL OHL ~ ~~I ..... -- / ,'iI..... ..-!-"'V ,. _ '- ~ ~ / / /: HL.=..- . t+- -lEllWAEDGE--WV'::' - /1 ~ /~" ('\ '" - L .......'v $!;'./. .WIt ~ - I ~':$' CP 3 ( tJ?v' // / / / (~ ~. . ) 1-: / .I: / ; -' / / 7m~m .~'J .~~~:~.. .~. _ ~:a " I.~ \ ~~\ --- I~ ~ '~(E) TRA~ I t I i ~6",~ }\.' "., ". 10 '-- CONCRETE SLAB 9,~ .' \ \ <<-<:-\:J' "'--. V ~ ^ CONTAlNE~S 1-6 / '. ~ . ! <b ON GRAVEL FILL ., ~"I' \ ~ ~ ) A ~?Y//Y/////~t/{~~I/~//////L//. .~.' ....:.-:.. s-~ -DEMOLISH PORTION OF ~ ~ ~2~ cv ~ a:li{ I .'.)VV<. .. . lJ~:~:'~ \ EXISTING HEDGE TO \ ;; ~"l ~ \",,,,~,,;: I 'x ~ \~i ~~~V:f;D~~S~Ni~ \ % ~~j ;' \. "" '" ~~~.:..:. I <. X X ~~~':' ,.:l ~ _~ _ _~_~~'\ (TAX LOT , ~<.';:' I :::n "'--BICYCLEPARKING.4 ~ - ~ \ I 9600 /. :.": Z1~1 . SPACES \ \ !~~ > : ~'Y":""'''-' ~:;'~':"':'.' ~ '\ ,,~\ b ~ x tJ? /.: . ~v.f4!;"i. ...... ."" .~ 0 } '\.; ~". ' /0..':> I ~ /;. ... .. '.<.:.71-~~+-:-D)' f:. GROUND FLOOR AREA = 6,099 SF / ,,~/~;O I ~<y / .' ':.'_'~' ~., .//' / 9,v/'. - ~~ I tJ? /, ;', .':- ..:.:...; / _,,~ /, ')' I ~ /. -- ~ .: .: .:-: ~ I . .~' /. ,,~ . ~'. . -- ' ....... / _ ~ I ~ gv ..- ::~;~~ ~ 0 .... ?/ I ~ : ~~ ~"I'\ ~ ~.:: rl' RIVERSTO -.J :: \ ' " \ : ~ :.~;;, CLINIC " .~ \~. . : x ~ ~ ')~.<.::: ::::. :~.:..;\}< \ ~~ . Y I ~~ ~~:'~' 0 ;.~r;Z ~~~~;; IEM ~~ /. ;-s /:/ I, tJ? tJ? / l"::.~,~ ,. /~." / . J;... .." ," .......'" / ~ . /' / , ......~~r~ ~ X/ ~ .~~x;.. / / \ / ... '. .~..... '9 - ~t~ri'~ \ ~ ~.')~i:. x~<:;,?<:; ~. '/////~~~::,. '~;.~.;~ \. ~f>.,;y \ x~"':",'?l';;':/;.f;/.'~.~"IDc~ ; ....r::- \ ",,\. / '. m X ~.., :'-... ~ ' / / \ ~'V' ~ <:.: I X ,..-J Q,v /~. ?": \.- "'\ Xc"...' I ~ -:. ~ , ~ ::..~ I X - \ I " ./ ..::-.' 'J; . ' - \ <0 /"-V ~V' .' ~/ ~ ~ ro....~.. \~ X~x:x<'YX It \ I ~/\~IIIH ~ ~ / " /ij//~" "\'? '- I l /1 ~ $f' ~ (0 0:)' "~~. ~/~':' _/> (0 l "~ \~ 4> ~~~ x ~ ~ ~/ ~ ; ~ J\) ',~' ~ ~~ ~ ~ ',- ~(()'l: "( \\'\ / _<=3 __ / ~ ro..... $..... / ro' .' ~' ~. .--- - ~ ~ : ',.;:' ':. ~':>~/' ':'::" tt./:;~~~ j :.;;' ::;:;:~L'~ : ~';;; ;;$~:;a~~;:))~:;i.f.~~:' ~\':~;::~::;;';~(\:;::~J.~~';;~~r '~l~}: :!::; :.;~.:~~')i A....-.~..>.:::~~.._:..~.-:.:...:..f\ J.-~'~.." .:-:*.*~li: ~>.:-;\~. .~:.'iI:"~"':"';!~~~"~"~ ..1', ~j X .~. .~;.~~~~~ ~:'<\~~~ ~. - - ------- -- - ------ -- TOTAL SITE AREA = BUILDING AREA = RAMP AND STAIRS = LANDSCAPE AREA = PAVING AREA = OTHER: IMPERVIOUS SURFACE AREA = 8.586 SF 2.816 SF 315 SF 5,373 SF 81 SF OSF x ~o .~ -----.. so q e::::::J ~ ~. ~ x " .t~ ' "- , ~ 6'.0" LANDSCAPE BUFFER. , I SEE LANDSCAPE DRAWING -{ .t ' . .' ...... 1\ ,Y UNDERGROUND POWER I V'" I FROM EXISTING POLE TO /1 0 NEW PANEL ON UNIT cf''' . ;s /'. I NEW MODULAR OFFICE BUILDING. EXISTING CLINIC = 6,099 SF + 1.580 SF = 7.679SF MODULAR OFFICE = 2.816 SF 1 SPACE PER 300 SF (PERSONAL SERVICE) = 25.60 1 SPACE PER 200 SF (OFFICES) = 9.40 TOTAL AREA = 10.495 SF. TOTAL PARKING REQUIRED ::: 35 SPACES TOTAL PARKING PROVIDED = 46 SPACES z 0 - I- - C C <( (!) z - C I- --' Z W :::> ~ m l- n: W <( U n. w u.. 0 lJ.. en 0 w 0 0::: ~ ::s w en :::> z c <( z 0 ~ (!) :J ~ J: - U c C/) z W L <( 0 - J: ....J I- >- U ...J <( 0::: w w <( L :t: 0 ~ L I- z ~ C/) :J 0::: 0 ..J W 0 W w > z 0::: - <C 0::: -' Cl. ~ HOUSE AND CARPORT TO BE DEMOLISHED. REMOVE FOUNDATIONS AND PAVEMENTS, CAP UTILITIES. VEHICLE PARKING REQUIREMENTS: o II) I ACCORDING TO LANE COUNTY TAX ROLES: I HOUSE CONSTRUCTED IN 1949 1 FIRST FLOOR AREA = 992 SF ~It. ATTIC AREA = 300 SF <0<0 ~. ~ X ~ T o I~ I GROUND FLOOR AREA = 2.816 SF FINISH FLOOR ELEVATION = 463.5' ww -ww, .ww ww, ww. .. OHl OHL OHL OHL OHL OHl 0Hl ww- ~ ~. ~ -~ RAMP UP TO ENTRANCE PROVIDED BY MODULAR UNIT COMPANY CONCRETE SLAB . . OHl VHL- BICYCLE PARKING REQUIREMEN IS: wr. ,W{ .., .........oww-_.__..,._ - -Y;W-- "-nW--=-_"N-__, --NVr--...... ~ S). ~ x :is ~ Q. <D (0') ~ ~ ..- ClO o o ~ - ~ ...... ~ ~ ~ -c d :s <:5 Q) c: o e Q) > if ..- o ,; <D o (i) CD c: l c '0 Z ::J o w z e CJ) 0::: W > ~ c; ,; <D ' 9 CD c: :2 '5 m :; 'ii Q) J: .2 :is :::s Q. 9 o o ,; <D ~ o o ~ (PARTIAL SECOND FLOOR AREA = 1,580 SF IS NOT ACCESSIBLE, SO IS NOT COUNTEDiAS USABLE SQUARE FOOTAGE) EXISTING CLINIC = 6.099 SF + 1.580 SF = 7.679 SF MODULAR OFFICE = 2.816 SF 1 SPACE PER 3000 SF (CLINIC) = 2.56 1 SPACE PER 3000 SF (OFFICES) = 0.93 TOTAL AREA = 10.495 SF TOTAL BIKE SPACES REQUIRED = 4 BIKE SPACES TOTAL BIKE SPACES PROVIDED = ? SPACES o lI} ~ cC> ~O), x~ ~ S). ~ X ~- z :5 Q.. W I- en 1 · Sill:: PLAN 1" = 20' 0" CJ) z 0 (j) ~ 0::: "'"' ClO m - -- --. 0 0 CJ) ,; <6 ..- n/ 8 r--: 0 z 0 g i w ~ ..., III 0 0 ~ w 0::: :I: Q. 0 0 0 A1.0 2 ROOF PLAN "\' ~<0 ~. / (:) I .' <0 ~\ (:) .' ~ "\"\ <'" D ~ 0.. (0') to t.:. ~ ..- ClO o o ~ ..- ('\J r:: ci ~ ~ -c d :s o Q) c: o e ~ if ..- o ~ <D ~ CD c: ~ o <3 z ::J o w z o I- CJ) a: w > if ..- o ~ (0') <D % c: :2 'S m :; 1i Q) :I: .2 :is :::s -0.. 9 o o ~ (0') <D ~ o o ~ 3r . (:) , en .! . (:) .' <>> ~\ (:) ...... .' <\" <0 ~ . <0 .' 10 I ~ -. -.ww. / If "" I "". (-- - \~'Y- ~~ ~~(j ... "\ ~ 11'-10" "i. I ! ---- ~ \ \ J / ..J/ / / -'---- ~ - '" . . ,;I I ~ (. ~ ~ TOILETS \ 9TOILETS 'J . (~. /h\J' '-..... '/ I : ~ OFFICE -- 1- / --- I \ 12'-0 112" " ~-:,-. y I I ---- ~ I I I , I I / /' 1 FLOOR PLAN .. ~ .1 SLOPE RIDGE SLOPE , ~ " 1/8" = l' 0" 47'-4" . t. . 11'-10" 11'.10" 11 '-1 0" . . -t. f f , . ^ ^ ^ ('. ~~ ..... FILE ROOM OPEN )FFICE ~ J .~ :j,~' OFFICE OFFICE CONF. J. .. '\ 10'-7" -'t .....,......" WV' 11'-7" :.....':~. ~:;." ... 'f.:~.:~;~~.~~i~~-:~ ., i.f_:>~4':::~~:'~,; \W II \. .ww -ww- M. WiJ VNI- ^ ^ ^ "" '--"'~. - I I Ii' i I , I I I (E) ASPHALT PAVING. I I. I I I I I I ~ o j .. / .... HV AC ~ /, AI 1/8" = l' 0" DOWNSPOUT GUTTER 1-+ o > ARCHITECTURE . ClL PRELIMINARY NOT FOR CONSTRUCTION 4 EX I ERIO,R LIGH liNG DOWNSPOUT GUTTER !. . (:) .' <0 . . ~ . Co ~ ~ (:) - , en (t) ~I I I I \ <v 1Zv ~ ~ <v~ I ~~'v ~ ~ 'Y-' L ~ " ~. <9 to .) 1 ACCESSIBLE ENTRANCE RAMP LOW CUT OFF EXTERIOR LIGHTS AT STAIR AND RAMP (TYPICAL 4 LOCATIONS) 'f I I - COMPACTED GRAVEL FILL CONCRETE SLAB J:J Q o o 3 FLOOR PLANS AND EL\fAIIONS FURNISHED BY MODULAR UNIT COMPANY 1/8" = L 0 I- - C C <( (!) L C I- --' Z W :::> :?i CO ~ W <( U 0.. W LL C lJ.. CJ) 0 W 0 0::: ~ <( W --' CIJ ::> z c <( L 0 ~ (!) =- .2: J: C/) U c z W L <( 0 , :t: I- >- U ....J <( n:: w w <( L :I: 0 >- L l- t- z .;a: C/) :J tt: 0 I W 0 W w > z 0::: - <( (t: ....J 0.. c Z <C (f) z ::5 Q.. tr: o o ....J lJ.. (/) Z o ~ > W .....J W CJ) Z 0 (j) ~ 0::: -- ClO m 0 0 CJ) ~ <6 ..- 8 r..: 0 z c 6 ~ w w W ::.::: ..., 0 ~ !;( w :c 0.. 0 0 0 A2.0 H o ===* ARCHITECTURE . C.J.. .. -~~;'////~.~ :------15 ~ '\'\ ~-~..tLL/7~ '-~. . ~---""'~~>i ~~ J ~ ' --~ ~L.~. . . '~-----' ~ ~. -- )E- ~. -- --- ~ )'--- '.-.:1" ' - --- L L l STREET ,~ --, -----------~ , , -------.Ii I -f1- v------____ I so MANHOLE RIM El= 459.60 48"E IE= 452.05 48"W IE -; 452.00 ------."~I ; . ,. . ----~ I. j r--T I . I SURVEY LEGEND &. SURVEY CONTROL POINT PROPERTY/SITE DESCRIPnON TAX LOT 08900 (LANE COUNTY TAX MAP 17-03-36-21) LOCATED IN THE NW 1/4 OF SECTION 36. TOWNSHIP 17 SOUTH, RANGE. 03 WEST, WlLLAMI:.IIl:. MERIDIAN LANE COUNTY. OREGON TOTAL SITE AREA = 0.197 ACRES TOTAL DISTURBED AREA = 0.070 ACRES ;. . ......... .... .... -- .... .... ~~~~~~~~. ~ ~~------... _l.: -.... ~(). ~ x G--~~ APPROX LOCA liON OF 6"PVC WATER LINE NOT MARKED IN FIELD FOUND MONUMENT BENCH MARK @ ~ ~ ~~. X ~ ~~ 0> ~ i. MEDIAN (MOWED FIELD) -------- . ------------ ..J-. .e.- . ...--. PROPERTY LINE LOT LINE - I .. <>.><:) #. X 0; I I SD MANHOLE RIM EL= 460.28 48uE IE= 452.28 ._~_ " 48uW IE= 452.28 I .---._~ , '0 -----<Q)-__ , "--'" CEN TERlINE OF STREET ----------------- EASEMENT LINE -----------...;--450--------:---:..-- 5' CONTOUR INT~RVAL ----------------------- 451----------------------- l' CONTOUR I NTERV AL ~ x$>~ . SPOT ELEVATION .t lJ ~ SO MANHOLE :J RIM EL= 459.88 8uS IE= 455.88 . B"N IE= 455.88 ~ 1 I * , N ---- APPROX FIRE HYDRANT LOCA TlON . I ,. ABBANDONED WA TER LINE NOT MARKED IN FIELD- -.. I .1Y'x^x^X~ f// // // /~ l: . '4.q.. ..1 .<1 ......:-. . 4 BUILDING - --- I , -. STRUCTURE OVERHEAD 0- / \ ~. " I I . - ------ CONCRETE Ii - I: , Ii! PLAN SCALE W/I/I/IIII//I//IIIII/II//I/~ EDGE OF PAVEMENT :r " 20 0 10 20 ~ I 1 1 INCH = 20 FT. 40 . CURB & GUTTER EXTRUDED CURB . EX CONCRt.1 to SIDEWALK · -Jr . ----...-- . ----.- i J I I PAINT STRIPE BRUSH / SHRUB LINE - --- ": SO AREA DRAIN ' RIM EL= 460.33 8ttW IE= 459.38 SUMP= 427.70 . . I 2 - X 'fs'o .'fr GENERAL NOTES: 1. EXlSnNG TOPOGRAPHIC INFORMAnON: FROM SURVEY PREPARED BYBALZHISER & HUBBARD ENGINEERS - SURVEYORS, llTLED "RlVERSTONE CUNIC TOPOGRAPHIC SURVEY". DATED 6/13/08. 2. BASIS OF BEARING: BASED ON C.S. FILE NUMBER 37314, .FlLED DECEMBER 20, 2001 BY SS&W INC. ENGINEERS. 3. BASIS OF ELEVATION: BASED ON CITY OF SPRINGAELD BENCHMARK 221, NAIL IN LEAD PLUG, LOCA I t.O IN THE TOP OF CURB AT THE WEST END' OF CURB RETURN, AT THE NW CORNER .OF THE INTERSECll0N OF 16TH STREET AND 'G' STREET, ALL IN SPRINGFlaD, ORE;GON. ELEVATlON= 460.80 (CITY OF SPRINGAELD VERTICAL DATUM) 4. EXISTING SITE CONDmONS:, SITE CONSISTS OF 0.197 ACRE CITY LOT WITH MILD SLOPES RANGING FROM 0 TO 3 PERCENT. SITE CONTAINS EXISTING SINGLE FAMILY DWELLING WllH DETACHED CARPORT. THE EXISTING VEGETATION IS MADE'UP OF TREES, SMALL SHRUBS, AND LAWN. 5. ~ITESOIL CLASSIFICATION: (PER SOIL SURVEY OF LANE COUNTY AREA, OREGON) 6 A WBRIG-URBAN LAND COMPLEX, POORLY DRAINED. 32 COBURG-URBAN LAND COMPLEX, MODERATELY WELL DRAINED. WATER TABLE= 12"-30" DOWN FROM SURFACE. 6. FLOOD ZONE: THE FLOOD INSURANCE RATE MAP (FIRM) IDENTlAES THE SITE AS. BEING IN ZONE X (MAP NUMBER 41039C1161 F, DATED JUNE 2. 1999). ZONE X IS DESIGNA ll:.U AS AREAS DETERMINED TO BE OUTSIDE THE 500- YEAR FLOODPLAIN. 7. TIME OF TRAVEL ZONE: SITE UES WITHIN THE 5-10 YEAR TIME OF TRAVEL ZONE OF THE "16lH AND 'Q' ~IKEEr' POTENTIAL WELLHEAD. oJ ~ ... >> - ~ 3 9.~ ~~ ~ I ........ _. "._~ :r/.~)-/AX , - c.X . . A/O\.\v . ~/~ I X ,/.,?, .<4/ I ~ Z : ,;'.. \1; '/ ., /....... '-' -; ~ I , , -; - UG WATER LINE ... . I ~I . ~ ~ t";rJ3= ~.tL E-4o en..!- - :J: ::c . C) e-.O::: CO_o ...... to J: y- UG WATER LINE (ABANDONEP) 'f I I --:: 9.~ ?Y4 ~~ X /" <& fQ~ ~<:). UG STORMDRAIN LINE ~ w ~ ~ >> ~ ~ ~ z o i= - o o <( ~ Z - .0 -l - ::> m w U - u.. u.. o a:: <C -1 ::l o o ~ u - z - -1 t) W Z o l- (/) ~ W > 0::: tl>. . SO AREA DRAIN RIM EL= 460.11 ~rs IE= 458.98 SUMP= 456.96 UG WASTEWATER LINE ~ ___ w ... w ..--..........-....'-_Jftf-..._ I I EXISTING HOUSE!. /' CARPORT) AND DRIVEWAY TO BE REMOVED. EXISTING IMPERVIOUS SURF ACE= 2,282 SF .;; I I UG GAS LINE --_--_---T--_--____T--_--_--_T__-r_ UG TELEPHONE LINE I I 1 .;> ~~. x I I I . ,. ----------------------------- UG FIBEROPTIC LINE I I I c .. --_c_-__-_c_-_c_.....__-_c_-_<--_c--__-__-__ UG ELECTRIC LINE P ARTIALL y, EXPOSED PVC PIPE r , I- Z w :E ~ ~ W C CJ) W (.) ~ w CJ)L ~(!) ~CJ) J:W ~C ~~ ~<( ~~ 5~ 0- u""" wW ztl:: :5 a. I I ASPHAL T PARKING LOT . 11 J,. I I c OVERHEAD LINE ~ ft ~ ~ M U ~ " " n . I ~ . I ~ ~~. X~ -: tv LINE NOT TO SCALE WW LINE WESTERLY OF MANHOLE NOT LOCATED IN FiElD, REFERENCE CITY OF~ .. SPRINGFIELD GIS MAPS, . --- , n __ ... . : ... ; 0( I I . 10' PUBLIC UTILITY _1/ EASEMENT l><J WATER VALVE I I I ,.., <y .~ ~, ~ '" I8J WATER METER ~ {P~' . x--: ... I CENTENNIAL -- --- . [8] 6 (Q) ~ j; --M --.- I - lRRIGA TION VALVE FIRE HYDRANT .c. _~. ... ...1- ~f /, . /1 -- .~. -~ ........ --JiM. ...,,[ i1 ST. 'J' 4 _ ~ --- ~ __ --.~ "'""Jc. .....- . " ..... "'" ~ ~'.:$. CP3 \ //~~.{] . ~ . -7Tl:7777~?,))))J~~~ Y-' .~. ~ It - I ~ ~'VX 10' PUE- ~'Vx ~..:' i g'J Pc. I ~ 16 /. ~. ; ~~ 9 \ ~.., ~ ~,;'~///.~//////I(tL////H/~/////////N~~'~il'- )... I /... '.' &)('t v)CX~ . t-U'. ~ . ~ 'V I ~ ~ /:: ;': r~ H " :1.t!~;.' ';,~.. r \ /. '0 /. ~ ~w~. .,'. ~.;.') . > .ff, I TAX LOT /./, I:.', . "....... I. :,. REMAIN. (1) , ~ .7- 9600 / . :". ~~~ . -t. . ~ ';;:. )( .4~.1 .\ \'" ~~ ~CV~ '.:', :.~..~ 48.;':~'::::~~ 'I( ~ f~ ~'I\ ' &. ~../: ',L~...I" 'i.<:''J'r )( Ji ,. _ ~J t\~..1 /. "'.~" ." ....., )( " c,;' . I' /.i.>" P t\ ..v /. -0::::::' '11'.' ,. '.. , - ......' v.. , ~ ;..~ S:)V /".. ~ . '. " . 'I( / g,'Jz ~ ~... , ~ 1 ~,\" ~.:.... ~7~ J<)( . . " - \".~ ~ \ Y .._~\N' /.. .... ":0,....... .';~" /', ~ I!.,. /. .,"'. ~ . ,~ "/ ~nl\~ ,; ..,,~ <v/.:' :"';::~:"; RIVrpDSTONE . '/ 7N " ~ n'J . .:'-l~.. 1( Lfl '/ 4 - /. g~ ~ ~ '. 'I( '1/ '1 · ~ I ~~ ~ . : 'i~:)()( CfTINIC 'p~J.. . ! ~. .. .;.~i .r*)<)( L I -~. ~ .~.: .;J.i-....~~ .X" 1640 'G. I W"" /....... -:. ". .....:. ~)( . ~~.s-1 ~ ,\,,>' ~ ! ~<t-X ~~ ~(6<:f.i.t0~:~: STREET <\, /. ~,. .' I ~ ~t~:kt;>(" FFE: 463.74 " ~ X ~ \ /.z ~\I~ :~X;...'){)( ~ ~ I ;~ .!.....:~ )( I /' ~;~ ~~ \ ~ .~~~ .:~~6A~:~:)( >C .~... ~'11 I ...t\ . ..c,N... ~4 .... ,~4 ){ ../.>)(' , I ,v , ~. . ..... .. x". '" I \ ~ll,' ~><,1 / / / / / / /. .; :,,~. , . ." .,f. \ ~~ \ X ~ ,,;. '.' LX' ...' \ ~CV (\ C ~ ;>:" L ~ J .; / ,~ \ ~,,'Y ~ .:.:- - X ~J' I ~ ~ \."...\ X C ".t:Jt5 X ~ ~$!t \ ~:";~,ffi X \ t. '\" \, " ,'. x Mx5f'>(X : \ · ~~ CEt~H 46~~i~ . ~~ ~ ~. -!)J~ / / / / / 4t-~"> \,~~ " ~ . _~_~,)~ r6l : t",I, ~ . ()~~~ 8"NIE=459.73 i> ~ \::J ~J .y $ .': ~~ \::J >>-,\ '''~1!~~ ~roc,<VfS. x / / / ' . . r-. <v ^ ' ~ 1; \\ '\ SUMP= 459.53 ~ _ 0 I8l ~~ '. '- ~~ ~ $''' 1, 0 (,..0-- ~~'V~"l '~~'v . .. -. ~-@, ,,,; '", . . ,.1 .... - .. lL . ..... ~..l, . ".- ~. ".. ,~.. ," . , ...... ,. ~. ~. :"_.," ..'. ,...,:': .,. ';a:..tz :,... .....;. :;".; .~: .; :'.. ~. .-... . ...... . ...;~..; ... ~....lV.~~ ~~. oo~. '.' ., . ... .~.. "'. :.:: -:.:. .~. ., .. :;;.. # ..~.'.""" . :.._.: #."....::... ~! ~.'~:...~. .... .... ...... -l= .. ..~ 4, .. ., ~.,.:- . .#.~~ : -: ".: .: ~ .... .,~... ."". . .. ,:oo.. \ tl.~.A.: .: ~. ~"..6 J. ::.. :,.; :..:..\, '.::.. ..:",_ ?.. ...: ;: :: .......~ ...~. .!:. , .. i! : .oo .:.~.!.:.:; ~: -..:,. ::.. : .. ~.:~ .. .:.' ..... .. .~.. ..:. ...z-..t .. J : ~~.... .. ....: r: : .. . ... .:....: .:.. .. ..,;. ..'.too .: .. ,... :,.....~ ~ .. .. :.:.....,...,... .~ .. .. 'If; ~.. : ....4..1 ....oo..::d Ie.,."'.. ... M........ -41;"' .' - '.,. 'PA.R'K' IN' 'G' ....... ...... -' . ... " ,.'. PARKING' .'., i..'. "'z' .' ~ .........' J' . ..\..~ . .. A lX!:'t.lTRANC~:?~'~ :_~-- . 461-~--- - i:rNTRANCE?r~K . '. .' Y~:~:~:ii):'j~: . · . ~~. ;'; ~: I!.} I:,.J-:!~. 't... ........ :.::_ \ .....,'.--- . ':'. ... .~. ., ;.' :...\ ~.~. '. ..: . . -~~.::~_:: ~ ~ ~ ~~: ;.~." ~ ~;. , " :,...... .' .~..<1":": .. I.,.. ... . .'~.-'" ..: . .... .-' . ~ ::;.::roi ""J I .,in ~,\~Y . . i_ /Ill I I ~ , ",,, ~, '.rtLLL.-L......L.LJ.'" 1(..1;1, ?( ~ "y~,~, '~; "t";; ",. J_i ~~""". ~',:,~>,.,~~'~' I/,'~ ;.,; ~/;Il-") "~'~ "J1f;;;;","'-:-r~..., ~ ' ", ~ " ,."""., ~y,:" . ~ _~~\j '461 ,~~ ~x..(j ________..____________~Y3----J ---------------~--------..-----------."i------ ----~.... ---------:~ -- ~ ..')..~ ~ ________ _____~-..---------- ~ ~ ~ ~ ~ ~,. ~. ~ ...... '\. ~ t;. G STREET . $. $.~.. $. :~. ~ $.,~ $' ~ ~. _ _ _ -)I.: -l: -)( --)Eo- -H -* -H ~ 66' RIGHT-OF-WAY . If L)..;y -- --~--------------------------------7'::.---------------------- 461 -- ..' " ::SJ -..- .;----- -------------------------------:--------------------......... . - ~~.. ~~~/~/~~~/~0~~~~~~/>~~>/~~~~~. AnnANf)()ur-n - ......" .. .... - . ._... . ~~_....---.-.".... ~~... ",~'. '/'U ."..11~---"'\~.1 ",7. ,~. ., .to.,} _~~_----------"'..F. ~,:l,..4..~.~'....' 1.J-"'1'l?1 Mn 1\1" ~ ",,- ..".... #..~. ..... .. . . SO CATCH BASIN RIM EL= 461.28 8"S IE= 459.61 SUMP= ? . MANHOLE (AS NOTED) AREA .DRAIN (SQUARE) CATCH BASIN , I ar: . _ ST. - 'I' ~ ~. jX~ , I ,> . iii ~ Vl ,-- '_ ~ , I ,. ~. ..::::;: . 'H' ii3' .... - ~~ McKENZlE Vl l:..- ~~ w~'t~~l[E - .$' + HOSPITAL ~ ;J. ',:: ST. ~ .. ~ J ....= u :c 'l- e ('oJ . ROOF DRAIN a . I I SO AREA DRAIN RIM EL= 459.77 8JJN IE= 458.60 SUMP= 456.62 o CLEAN OUT ~ ST.. . . I :I: t- oo I ~ ~. X lIJ TELEPHONE RISER i I I /-IV AC HV AC UNIT ... -.: $1 . 'E' , I .. ~~ ~ ~ ELECTRIC METER , N -1 I I lIt III . ELECTRIC BOX cd LLcnl- OZZ OW I- -~, Zl-W WC>z ..~~~::s ~ffiOQ.Q. '5 Ul (!) ~ ffl !fJ~~o- L.I..~I--I- WWCJ.)ffi::i I::I::X:Ji= CJ)CJ)wa..::> 'D' fb f:)'Y X~ . PROJECT LOCAnON ELECTRIC VAULT , I@t . CITY - RE\1lliW SET r: Vl . l- (f) ! I I I L&] J. STREElIGHT BOX . ~ . ( ~ 0 LIGHT POLE WITH ARM THIS DRAWING NOT FOR CONS 1 KUCTION 07-21-08 ~ V'> .... (/) ::):r: :J: l- I- IX) r- . I -*~ ~ ST. I A' :c .... e N LIGHT POLE I , :c I- 0"> ~ ~<:). x ) :I: I- , , , (.0 . . o POLE " VICINITY MAP NO SCALE PROJECT LOCATION LoeA TlON LANE COUNTY, OREGON LAllTUDE= 44.0695-. LONGITUDE= 123.0003- -: -m- UTILITY POLE . . I -< GUY ANCHOR -' < I I MAIL BOX IMBI . - BALZHISER & HUBBARD ENGINEERS . en z o m ~ -r SIGN 1Il .. '-rp- J j ~ j30llARD . 1 CP1 '.. (BLt) ~, ~~ so ~ANHOLE /~... RIM EL= 460.99 '15~E IE= 455.74 10"5 IE= 455.69 15"N IE= 455.29 SD MANHOLE . RIM EL= 460.87 aUNE' IE= 457.57 8US IE= 457.57 8'.W IE= 457.47 ~ ~ I i o ~ ~ ~ :3 (:) .., Z ~ ~ ~ Q. 0 / (0 ,~ ~~ CURB STOP ;J I >> .-:~ --<)\. . .~ --to r- . 'SD-MANHO~E RIM EL= 460.85 _10UW If::;; 'i~t;7_ ~ 8 _ 8"E IE= 466.65 }i .. -~ . . :t- . ... . -; SHRUB EX CON(,t<t It:, SIDEWAlK c I m c 0 MECHAtillC\L . EUCfRIC\L . CIVlL . . TRANSPORTATION . SURVEYORS 100 WEST 13TH AVENUE Elf,?!t1~~rA1~lOl f: 541.345-5303 9700-o05-08ctO.dwg " DECIDUOUS TREE c~ .0 CONIFEROUS TREE - APPROX LOCATION OF 6UPVC. WATER LINE ^v I SO MANHOLE RIM EL= 459.60 . 48"E IE= 452.05 48"W IE I 452.00 I ~ __ ~ G ~SD_ -.1)~S/)__ -so ------".so ~ lr.so~~~ w~"~__ .~~ SO___SD MEDIAN ..- IY---.--..::::.= ~ ---$0___$0 (MOWED FIELD) ~ '-" -SD CATCH BASIN ..w-r-w-----.:..w_ . RIM EL= 459.25 / - --SD---____SD__..._... I 8"SSW IE= 456.88/ ....... --so___~___ tj SUMP= 455.33 ' ~ SO MANHOLE ___ $0___ / ^ I / - _ SD__SO ~P5&;I: RIM EL= 460.28 NO PARKING':::::"'::'" - - - - _ --so -$"':'" -so / .. 48"E IE=452.28 =-~_S~~) ~ - - - '- -460- _ _ ~1D-Y---SD__so__. 48"W IE= 452.28 ~/;;;;~ =-~ - - - - - I so-------so--.._so---'Q\ 'H' 777T/777/ =-= . ~. ~$D__ ABBANDONED 140' STREET ~--==. ;c A r . RIGHT-OF_U'^y CONNECT TO EX "~~===--- --... ".. WATER LINE NOT vv/,\ (.) -?/777777?~~~ .... MARKED IN FIELD ...-.-.. PUBUC 48" STORM CI) ~. -== :LZZ)}7/7r;;'}~w DRAIN LINE I I ~ ~-4LJ/~"/-:;-;-:--'H~ EX 48"FL- 45222 ~L//////(//~}z72Z- ~w - . I I EX ARE HYDRANT S~ CATCH BASIN .,.. '.. . '_ ;(/k~~.?Z- ~ 1 1 APPROX 398' RIM EL= 459'.22 ~'::~:" :.:~:~:;:j";:';:"":"':I:.'.">';',;,;, .. -l?2/l..~~ EAST OF PL-- ..... 8 tNNW IE= 456.80 - ...;;:-. ".. ...~ ::';.,:: ..... .:l!;::~f '~."':::::.'_ ..:., _ ....J.. \;.4~~1 ~..L /~LL ~ W~. MP= 455 32 . .'~ '... '.'''' '. .....:'.,....t:A.~... .' ...~ y.~~ 1_ ~w' ////////// . .. - - ':'<"~;2'~:~';~~i:~~I~;:...:',::,;.,.." ~:~.~i.<; ~ . ~ /Q.~ .},.::.' '\.: .;.:::. - .!.::::: .: . il. ~:. ~.., :. .. '#' ..,.:'.,," ~~.. ::. : ~ ~. . ':. ." / ~ 77///////. ////////////// ;. ..... .... :....: · . '. ...... "."", .. :....... .:.~ / /' ,. '/ '~~~:;.'::'~.: . . ~':"~'''''::'.1a:;'''''!'' '/ '/ '/ ~~.;!.:.;:"~;.: ~:.: ~~ :r 4.- / ~ I ~ ~ , '.. .........:...1~..: 0 ~. . ..... ~~ . ~/ CONSTRUCT 6"SO /. " ':':a:~~';"?'::'~': uO ":':-:;:.:~::. ""/)//////////,;,///7/ 128.1 LF ~ 'l. .~.~~~~ . ,;.... I ~ \ I d}RJY~t~. " CONNECT TO EX -r-&/j! \ .~~.:..;:,::..:,:: Q ~ '\ . :JJ- --...~ ~'.i"~'::~~:~~';~::i ~ . ~"f. I ~~~~~C WAlIR ~':.~'..,'.:~::.,":; r-___ -6 I ...... -.' '.\. ",\ I A, 7 i ~'(J. :, ~:.~; ,if:';" - - -... ' 'X7J . :.",...~,!~.'\\ . / "'"' 1 /.' ........ . '. .... / ...... ,A . . .V?'h//{//.. . ~ CONNECT DOWN~PO~.) 1 ?:;~~.~;: ,I ~ "'- ~~ I ~ TO SO UNE . '-., /,//, HO JSE 164} 'H' I '/ ~, . I' ~ I /:- - STf EET - . 3/4 W77.1 LF , \ I -. ~. '/ . ~ \ I ~~t 1 I ~ ~ \ PRoposED SLOG ~.) \ ~ ~-- I' \ GUIIt:R ~ ~ ~'....~ If ~ I \,/ ~ '-......... \ 7~ ~ - ~ EXISllNG. WEllHEAD , \ ~ / *' __ ~ YPOWER TO REMAIN ) " r f1I'- . ~~ \/~'...'."(- ~ \ IK " .. ~ ~ r- CARPORT /~<I" I ~l / ~.~ 1 . '~/ WITH SHED/~ f11 ~ " ~ ASPHALT ~. :g~/ \ r r ~%'{ I ~ PARKING ~ ~ YD~_ .~# \~~~~6' N PROPOSED SLOG LOT ~~)-~, ~ ~ DOMESTIC WATER ~/ ~ ',FFE= '4' .5 Vd'\ ~ :, SERVICE' '? PROPOSED SLOG / I- r3 (. -: 0 0 ~ / SANITARY SERVICE ~ 'i _I-..A 0 ~ / J J...J y>......, CONSTRUCT NEW :~ . ~'~~. X ~ & '~ / \ r, 'OJ- / 4"50 101.1 LF 1~ , 0 j J., .,.. 1\ ~ w 1(, CONNECT TO EX .~ ~ 0::: 0/ X LAWN ~ 'IN 10' PUBLIC ~:.,~ PUBUC SANITARY')GJUl] /"~ /', \ UTILITY ~: SEWER MANHOLE 1/ I (I) ~ WW MANHOLE ~ . ,.~ I ~ I ~ / RIM EL= 462.6~ \ ~/ EASEMENT Mf ,!.~ ~(//<<~~.~ . -,// --..<:~ /,// ~"E IE= 4.~7.10-~1. . / I I' 'rA. ''''(// ~ J- ~;:D". -QHL. ; m. ""-=~-. " "'-.r: . ~ 1.._ _J' 1t1t'- ~- ~ ~ -J. '///7/7) "; ~. . HEDGL - ----4bL'!.-- .K. ~ / > ( l -rOOL QJi.1 ___. I........... .... /.'. CP3 ////7. //~ 7777/77"/dJhd.. / w': \ PROPOSED BLOG . .~. 0 . ~ ' \ GU IltR. b&'L./h / ~I . _; ~ PROPOSED WALK MATCH , ?:4f~. //L:"////G{//////N~/////Al'~.<<,eRV\. > EXISllNG PAVEMENT GRADES ) /', .-i ! ~>)W<<X~ ..~...lJJI,,:,'.~l '/. Mo './ . . .. -J. #. '"S'Y \ t ~ /. ..'--: II\.'E ~C......:~!; ~ \ / ~ <0 '/} ~;.. t' 1\:':~ . \ ~ /: ~ /'.':' Y"l:( \ / ~ ;' ~:.~:...~ X ?Jo.: f' ~,,>I~ J.~~~"~- r f~;::;::.1'i - . . I ~{f/://~ :_:;: >( ~"~~I'\- I '/ i=t/ .?(...;-:.. '...~..l( . I:';, I ,/,:.. t.....t.....~........... >( . .... .~ '/ . ".1 .....t:. "', ~.' . >( I '? I '/ ' z/ ' '/ 4'. j ~uE '::...::;" Y'"I( >( .,..,-. \ I / 1'/ I //; /11\.... ,". .',; ~..:... oJ -. I / / / I ~ <i.. ;..-; >('"" - RI VERS TONE : "::~':-:.il(>( CITINIC . I ~.. .. '~_." ..- )( L ~ ~ " . ....: : -! I ~ .,.; 4.;':_~.~X~ 1640 'G' ~ I /...., -:. "d"':'>6X \ /. ~ . /~ : r~:':;o' ~~;t:;u STREET I@! /. 1 ~ ':." t..~)( '/ ~ I / . ~::~ :;i.:.. i( >( FFE: 463.74 / /.. / . ."~ . ..;;.. )( /. /.. / .:1 :-";' x '/ /. I /. ~\I/ .. :....... 40 )( ~ '/ /. ~~ .r .....:~ >( /' /. \ ~ -11& -i:: i. 7 :,. >( ......"\ \ X \ \ . ..... ,.. . ,-' I \ \ / t \ @ ,,) J - l~ y-" ~~::~ ~ r 1 SO CATCH BASIN ~r; {~. '\ \r .~X)(>>AXXX J \.1 \ '\l/~ RIM EL= 461.33 ~ \0~) ///////~ '-~ ': < __>~ ! l,..~~ anN IE=. 459.73 ~ \::: ~ ~ ..~ - \:::J ',,,-, ~~ SUMP= 45::3 ? ~ ~.tj) _ _?'." ~ '. ~; '. '.', ~ _ , 0 ,i.~o ~... . .. -:-. .l. '- ~fQ v(e). I:.. \,.... ...... .... ~: :...'....;:.t..:::..:..~. ':'.:-:'. ;...,.; :............toI.. .il....:......'.....";.......:..:...:.j:.:~.:.."4....~:._.....:.......}:~~'. .;.:&:::' . .........:.:..."!O..~...-:....... ~ .'.;..' .~.~'... 1""~'';:f':.~ .....:: ..' > '. '-~.:.."..i.' .. . '. PA'RK'IN'G · .:.:. . . '.' I...'. I' '~. PARKIN' G~'. !.,... ;;., , . "" .~. J'~." ffi' ..... .... .......: ' ' ",\:." . .. ! l. A." ... : \ :.:. :. 4' t~ . ...~ .... '. ~ .1.....:.. ..%~, ;\.~ .... :'I..t.ENTRANCE:;':'" -~ 461-- :~:fNTRANCE:~::'-Y.'>' .' .'~~~:.~; .":.::;::;I.;~... - .:'~':: :4: .:~:#."'.". '~~'...".:'\. :;:}.... QSr~- : ':'. a..' .~'.. ..:'. :....;" .... .... ". ':"'f.;...;;t!:...~ =; "~>;';"~:" . '. :.~.'. .',"~ ..........::.: .' . .. . " -t..=. . . -" . ..... ;. - . - ;,; . , ...i - . I Y , , , , . . . . . . ~ .. ... i i .,... ~ . , " ~ ' I '" . 'ft't ' ) ; 'I"; , '. LL-.Lofot , , ,; ,; ';.t:f'-' , fir, , , " , ;sf) r, '" , ,~, , , , '" ~ '" , '" '" ,~7 T777~ , {/; "" '}', , , ,,- ,.",; ., ., ., , , ~ , " ."", :iN, ., ,; , , ,J1I-, , ,,,,..,, , · ; , ; oJ}> , ., , . '; I 461 -- ___..J --.--- -- -------......------- .... .... --- - .- --- .... .... ....... ..... ..... .... ........ ...... ........ --- ~ ..... - - - - - ....--. .",..- ....... ..... - -- APPROX FIRE HYDRANT LOCA TlON -01 . FI_-__ . : w---w--L.. w___ . W-----'/ !---w_ . .-'1' ---"--- "---"--- APPROX LOCA TION oF=-- 6"PVC WATER LINE NOT MARKED IN FIELD I I ii; tl I &} ~ a I it I I a ~ " 3: w. I == I ~ ~ Q ~ a I I :5 a ~ ~ I I ~>- ~<( ~;?: 2 ~ t.L E-<<O en I..!. 51 ::r: ::cQ ~o::: CO b Q ....... <0 ~ . I if: I 51 lit' f.il .<> & I ~ I 51 ;'JI: 51 I ~ I - I ~ &l a it ~ a I I " ir: a ~ p. I it I . I a jI: a ~ I I ~ Q I a- ~. ~ ~I I I 11: Q il: iii I ~ CP111: (~) - ~~ ~ SO v1ANHOLE /"'- RIM El= 460.99 15"E IE= 455.74 :.. 10"S IE= 455.69 1S"N. IE= 4S5.29 .w . w :00 I -w- Q f;l >. ~~Ert-- ~ (L / I -\'/-!...!..LtL.(/, ~~ ~ VI~ """-~ ~~ --~__. " lJ: ;,.: -- -.....- ----4IllIIo.-... ---~-- . ..... ..............- - .. g .20 g SO MANHOLE RIM El= 459.88 8nS IE= 455.88. g 8')N IE = 4SS~ 88 <Q>-- ---- f;l 2 ~ ~ ~ -&1- lis II a ~ p. 51 51 51 2 R fl -I~ g ~ ~ 51 ~ lis ~ a g ~ ~ ft g p. III g bJ g a g ~ p. ~ ~ --0- a g ''11 tv GENERAL NOTES: 1. ExcAVATE 6" IN HARDSCAPE AREAS. TOTALHARDSCAPE AREA IS 1193.40 SF = 596.7 CF / 22.1 CY CUT. 2. EXCA VA TE 18" UNDER. SlRUCTURES. AREA OF EX HOUSE AND SHED IS 1088.56 SF = 1632.8 CF.j 60.5 CY CUT. 3. TOTAL CUT = 2229.5 CF / 82.6 CY. 4. GRADING TO BE RESTORED TO EXISTING CONDITIONS AND JOR REMAIN UNCHANGED. TOTAL ALL = 2229.5 CF j 82.6 CY. ~ ~ -- , - -~- g g -- ..... --- g SD AREA DRAIN RIM EL= 460.33 8"W IE= 459.38 SUMP= 427.70 g g 1: SO AREA DRAIN RIM EL= 460.11 8"5 IE= 458.98 SUMP=. 456.96 so 5S W ,. N a PLAN SCALE O' 40 1 INCH = 20 FT. ~ CIVIL SYMBOLS AND ABBREVIATIONS LIST SYMBOL ABBR. . ~$B ft t"" - , -- SO MANHOLE RIM El= 460.aS 1.g::w IE =w 457 1$ ailE IE= 466.65 12"50 ' ~ ~ 8"S5 g co o 6nW I I .. ASPHAL T PARKING LOT SC CO ~ - -..-sc - .- - ~sc .. ~" g I I WW LINE WESTERLY OF MANHOLE NOT lOCATED IN FIELD, REFERENCE CITY OF~ SPRINGFIELD GIS MAPS. I--ItW -1t1V. ItW . - oKWw_ -Mj" g wet' -ItW '-OH':. .CJHL .OHL.- 0Hl. OHI. OHL -OHJ. OHL -OHL -OHL I I 'f" --- SO CATCH BASIN RIM EL= 461.28 aus IE= 459.61 SUMP= ? ",", . . I I ~ I I SO AREA DRAIN ~ RIM El= 459.77 8uN IE= 45a.60 SUMP= 456.62 CITY RE\' n;W SET I I THIS DRAWING NOT FOR CONS'lAUCTION 07-21-08 I I .$ 56 .0"0 'roo .SD CD //so MANHOLE - / RIM EL= 460.87 (Qj a"NE IE=, 457.57 8"S IE= 451.57 8"W IE= 457.47 tD so. so . ;.: :r; \ C\ ~ . .." ." VI w G STREET ,- 66' RIGHT-OF-WAY ii; - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - _..!' - - -461- - - - - - - - - - - - - - - - - - - - _..:.- - - --......: I . . " W ,//( m /!' / .I/(/ / / / /{/ / t" L/ !,Jt/~ / //,'1/ (/~ / / /J/ (/ / /J'/ {( / / /;::1 ~~,..,.. ~",.." /}I.( / / -( / ita"" "P":::f /,/ / ,.,..~" / /" / ~(/" / "l,{ / /'::j .. -- :~j1"".. . ""'_'~'" ~ .' #..,..J:.... ~'J".'''' .. ....1.V\.~l~ .,.t.."... ...~~~ '\~.'\ .,' ".;,'"': ..-.1..,J "'-~I------- ~.,"..,..\.,.~.....I.!J"""'~ APPROX LOCATION OF 6"PVC WATER LINE - . - - ARR A f\lI)Of\lrn - DESCRIPTION STORM DRAIN W / SIZE SANITARY SEWER W / SIZE DOMESTIC WATER LINE DIRECTION OF PIPE FLOW ROOF PEAK PAVEMENT REMOVAL SAWCUT LINE' CLEANOUT - ABBR. SLOG ELE;V EX FFE FL FS LF PUE SF TW TYP DESCRIPTION BUILDING ELEVATION EXISTJNG FINISH~D FLOOR ELEV A liON FLOWLINE ANISHED SURFACE ELEVATION (LANDSCAPED AREAS) LINEAR FEET PUBLIC UTILITY EASEMENT SQUARE FEET TOP OF WALK TYPICAL 1-+ o > ARCHITEC[URE . CL I / " z o - I- - o Q <C (!) z - o --' I- - Z :::> w CO. :E W ~ () <( - a.. u.. w u.. Q o CJ) r.x: ~ '::i~ ::l W O(f)Z o Z In ~~~ ()~cn _~W ~J:C -11-"- ()~~ Ww<( Z:CZ O~- I-Z-=::: en:)"::::: ffi8[ij >.~ ~ ~ ~ " cd Z ~ ::s _ a... ..~~I- ~a.~m 5c)~~ W~:EC!) 0:::00:::<( ~~~~ (/)C)CJ):2E - BALZHISER &~iUBBARD :u:NGINEERS en z o en en 0: Ogj.gm ~ N S!! :E or: ~ o (\J .., ?J. ::) o .., z M z ~ O w ~ ~ ~ ~ a: oN Q. C C (.) MECHANICAL . ELECTRICAl. . CML .. TAANSI'Ot\.TATtON . SURVEYORS 100 WEST 13TH AVENUE E~J.ti~&r6-~~iOl f: S41'34S-S303 9700-005-08c2.0.dwg C2.0 ----=--== H STREET EXISTING RESIDENTIAL METER = ,,\// ~~ , ~/~\\\~ r;:r //'~ t$/..... (' ',(,;.i !. I '0'/' 1.,.' \. . .' '";. t. " -." ~. .' '"' "'.,.t-J \ r -~~?~S~~g _l~.:;:<. __..."'...__.-;_.__., --~[\. -po. --;;;-..,....,:--,;::;._.-.. ; to. _-? . .." .! -'. "', -..... -.._ , \. 'r;):/!~ 'i\ ..o~:~<;.<~~...<.:: '-~:~f(~J\j~~ . / I I I I r\~ '---r- \\\})If'1-..... ...---.. \ \ . ' 1 -~'. / /-.. ~.", .!.....,.. If! ; / " S:: "~\~\\ ~/Ii/r . .. ;....--0~\}\l flj'..4~ _ (:::::.-.~~~ p~.-::- t ..~-_._~ ~.~~::::...;~ ----- ... .......----\'"~ --.....<.........:;~ ..~ ..... ..;:-............ i ~--"'~ "1? ll\ ..... "\:........... --. ; \"......'" ~-~m/if I~~>~~.~-...... ~\.. .' ,J:;>!!, , ;'.~~<:: ;-'" ~/' I Jj i \ \ \ \\ '\y v' / / I \1 \ " \\; 'ZJ-/ LL~..) ~\ 1/ I .~. : ~- .....: ~ '. ~ ~i "; ". /~,"y II ~\I . '/ .' ') :1-.....:-'1. \~ql"I~J :.//'''\ <, ..... ~~H!! /u,,t..t \ ,"-. ,...... ' ~.tP! ~ ~-:. ~~{~ {"::=~ . .l~~\\ ~~ . =......... --I t~ /-, ~/'l" ~\\\."'t: ""'<. ........, ,-_.r;: _, ,/,- \ \ ~.> ' ~-..J 6' !j l \ \ \. ;) '/ / ["'1 \ \. >.' ;,..., \ ~ \~~ I ,-:-J .. . I I {~\fflWr_- . ~r- .. \ 'A"\ 'J. '>\ '" .....J>ill J . " . ,,'"'-, " .\..(.\\\i.tl~1 1,.~1/, '-- '.... ~.\..II "~. . "J:". ~,i II' \ f'-~_~ ~... ',. ~,. J ...- ..--\ 1--.. ---.. ........... \':\r' .- ".-- . i --.-.. ...... ~ ~.' /, ....:' '_..--:7 ;.;::::::--:s~~ -; ~ 9.c:-. :.:;:;.;:,~. - ..-., h'7 f."~'~ - :---. ! """'-':'--, :Z/~r1(1. "! 1\\...... ....... :": V'" ~; 7/" '\\\'.\i(~\ '\ . '"'...... ! \..- J /; // " I \\. . ~ ""'" ../,/ . II (' \ \, .\ .". '<. / ! J J..J. ~ \ \. \; .y ,: D '. i\\ ',.I . ". Li.Jr-L ' PROTECT EXISTING TREES & LANDSCAPING ."fI( ;..,. . .....J \ \...f-'. ~l '^ .-<... "t.. \ '!? I " /'-. '..:. 't\~ t j / .l~, ~,~~ "'~~ "\ ~~\~tf!,~ -ft~ ~\ ~_..::.....:,., tl 'l.Ir' ~ -' ........... __., ,----,_. -!;.~...., '" .1'::.... .,-r"; ~ -"? ~----- . .~ :~: . ::::- . -. - . ~~~%"' ---t---. ~~... '~(lf;1 ~;;~ :-:~'~j '< ./ /: ~~ I.\~..I'.................; - /,t'.. : p' ? ,//., r 11;(. \ '." \ y/, Ill. \ ,': '- .~~~~.': //' I \' . - -....-;;;~ ...::...... ' ,..;-.:---.......~........ . .' " ",-"- ' ....,."... . E ~ """) I - --.---- I C:>3 <<;/;ffiF!?i., / '...... "~~ ~; !l!; . p., \ ;'-:--'" "fi' '. '-\\~~W ,~/l":~ j -" .:::~ , ....'~.:\ 'I i/Y: oj.. _..'" :::--i . - '. '..., , ~.~ ..(; t.r ~..J- ..--_--1 ,-.... ,...: . ~~'.;1~'~1' -.../ t~:=;;:.~ ;;!:;.;ff;" -~--:t; ~b \~ . ;4~'1/~ ~r... ~t-'.....J ....... ,: F/ln ,~,;, "1 ]:\.'1 \/~/!/A i\\\,', .',;..j // I I ') f I \ \..... "})' "</./ $vJ\\\>...: '<... ,tJ- ') \ \).. . . . REMOVE PORTION OF HEDGE AS NECESSARY FOR WALK \ --- o C-r ~~: ~~~ . Pu8 << u o /:) .....,...,...r:> f-.j ... \ \ \ JA ~I 'v-~," --.! '" 1"1 I ), '1" 1 1/.. ", F ~~?~ \ 1 if / .- -/J'/f -.~ I ......... '.\,,'.' : ;.11 /t /jl".. .., '...", \~~q,I/'rr /\ L--~ ts;., ~1 ~(/ 1:...... -- -: t:.:::::a~~~t ~~. ~ r~;n,~~::- .:---1 o D 9 ~ ~ o z . i" = 10' PLANTING PLAN SCALE: 18 = 10' - LEGEND o ~~ ~...... ----. -- - -: EXISTING TREE TO REMAIN LAWN SEED MIX SHRUB (TYP.) MULCH ONLY AREA GROUNDCOVERI PERENNIAL (TYP.) SHRUB BED - SEE DETAIL (7\ \!Y SHOVEL-CUT EDGE PLANT LIST 8 3 (11) NANDINA DOMESTICA 5' lANDSCAPED SETBACK PER SDC 3.2-215(5) AND SDC 4.4-105 ~ 325 SF REQUIRED lANDSCAPED SETBACK i.o CD ~ . "~"." 'h':~'; '~I' ~ ",: ....~.. ~.... .,....."".....-1.. -"~.........~j.r.....V''''....,.~>:~.a :r -0 t) 5' 10' 0' 20' 30' BOTANICAL NAME I COMMON NAME SIZE NOTES NANDlNA DOMESTICA HEAVENLY BAMBOO OSMANTHUS X. FORTUNEI FORTUNE'S OSMANTHUS RIBES SANGUINEUM RED FLOWERING CURRENT 5 GAl. CONTAINER 5 GAl. CONTAINER @ 4' O.C. 3 GAl. CONTAINER 13 GROUNDCOVER I PERENNIAL GAUL THRIA SHALLON SALAL HELlCTOTRICHON SEMPERVIRENS BLUE OAT GRASS POL YSTICHUM MUNITUM SWORD FERN CONTAINER o @ 2 GAl. CONTAINER 1 GAl. CONTAINER 1!1. .... 1 GAl. NOTE: 1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. PLANTING BACKFILL PLANT TABLET(S)- QUANTITY PER MANUFACTURER' HIGH RATE. 4" MULCH HOLD 2" FROM TRUNK ROOT CROWN 4" ABOVE FINISH GRADE. FINISH GRADE ~. " . "It). .CJ) W ~ ~ ~~ = z .. SHRUB INSTALLATION NOT TO SCALE G) NOTES: 1. REMOVE BURlAP, GROW BAG, TWINE, OR WIRE BASKET FROM TOP 2/3 OF ROOT BALl. 2. TREES PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. 2"x 2"x 8' DOUG. FIR TREE STAKES. TWO PER TREE ON NORTH AND SOUTH SIDES, 24"-30" DEEP. PLUM AND PARALLEL , TREE TIES 4" MULCH \ HOLD 2" FROM T~UNK \ PlANTTABLET(S) \ ' r ROOT CROWN 4" ABOVE FINISH \ GRADE. \\. '. .\~k~~~j~ ~~.,~;::-~.. \\\\~ ~~ '0 """0 '0 .~( ~o :,.,;.. .. 0' O' (j) ..:... . r ';. ..~..Il \} ,o.,:~;: .. ... !:Y .~ tJ ~~~~:~o~;o, .~~4(J"': 0" C) ., et:: ... 0 ... # ~: .. ". .0. .. he l) o. < PlANTING BACKFILL ~.~ /)'0 \.,.4'-.;" ..~ r.r.~:~,...., P' 0' > t~ 1 i~~ 0..0 -.; .. ...":1 :....~...Q i1---t I r " COMPACT SUBSOIL OR :11 Ell t~~~";.:~", I I-I Il-ll ~ _ ~:::; :.~' -w- . ~ Z BACKFILL PEDESTAL -:! ~'TIf~ i~ Ilr 1111" mll'jj '1""1 JI '.- :E -: :111 I =111-::111. ,illTTI1111'1- ll:"~' "'-- UNDISTURBED SUBGRADE 2X ROOT BALL OR COMPACTED BACKFILL DIAMETER - MIN. FINISH GRADE 12" MIN. TOPSOIL ~t t. . DECIDUOUS TREE INSTALLATION NOT TO SCALE GJ '- t+- cD j:> ARqHlTECTURE . aL i ~G\eTel?~ ~ 316 .0 . . t"""t E-t ~ SARA GEDDES 0 -a 4/4/94 A:1 {SY, OREdON ~~ OfPe l\~G / ~ NOTES 1. THE INTERIOR YARD SETBACK AREA ALONG THE EAST PROPERTY LINE MEETS OR EXCEEDS THE 5' MINIMUM WIDTH AND IS LANDSCAPED IN ACCORDANCE WITH SDC 3.2-215. 2. EXIST~NG TREES TO REMAIN WILL BE PROTECTED DURING CONSTRUCTION. PROTECTIVE FENCING WILL BE INSTALLED AS CLOSE AS POSSIBLE TO THE TREE'S DRIP LINE PRIOR TO THE START-UP OF CONSTRUCTION ACTIVITY. THE FENCING WILL BE MAINTAINED AND REMAIN THROUGHOUT THE CONSTRUCTION PERIOD. 3. PLANTING METHODS ACCORDING TO SDC ARE SHOWN IN DETAIL ON SHEET L1. SOIL PREPARATION WILL BE AS FOLLOWS: PLANT BEDS: 12" IMPORTED TOPSOIL WITH 3" COMPOST AND FERTILIZER TILLED IN. A4" ORGANIC MULCH LAYER WILL BE APPLIED TO PLANT BEDS IMMEDIATELY FOLLOWING PlANTING. FINISHED LAWN: 6" IMPORTED TOPSOIL WITH 2" COMPOST, 1" SAND, AND FERTILIZER TILLED IN. 4. A PERMANENT, FULLY AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE PROV~DED FOR ALL REQUIRED PLANTINGS. THE SYSTEM WILL BE DESIGNED BY A LANDSCAPE ARCHITECT. THE SYSTEM WILL CONNECT TO THE EXISTING RESIDENTIAL METER. BACKFLOW PREVENTION WILL BE PROVIDED IN ACCORDANCE WITH APPLICABLE CODES. MAINLINE AND LATERAL PIPING WILL BE CLASS 200 PVC PIPE, SIZED IN ACCORDANCE WITH INDUSTRY STANDARDS. PLASTIC POP-UP SPRAY SPRINKLERS AND/OR LANDSCAPE DRIPLlNE WILL BE USED. A COMPLETE IRRIGATION PLAN WITH DETAILS AND TECHNICAL SPECIFICATIONS WILL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION SUBMITTAL. LANDSCAPE COVERAGE LAWN AREA SHRUB AREA MULCH AREA 3,691 SF 765 SF 794 SF QTY. SYMBOL SHRUBS 11 0 16 0 8 0 TOTAL LANDSCAPE AREA 5,250 SF z o - I- - C C <( C> Z - o --' - :J m w o - I.L. I.L. o ~ <( --' :J o o ~ o - z - ...J o W z o I- 00 ~ w > ~ t- ztIII!t.. w<( ~ I ~a. we!) ctlll!t.. en WI- oL ~<( W I CJ)o. Z <C I ~$ :cw ~ I :c> ~w <CD::: W :CL:. 1::<( Z I 50. Ow WI- Z I ::5Cf) C/) z 0 Ci) :> w 0::: ..... ClO C/) ~ 0 0 ~ ~ 0 ..J C/) C\I <D ~ 0 C\I ~ ::> 0 .., z a 5 z w w ill ~ ~ .., 0 0 !;;( w n:: ::r: a.. 0 c 0 PRELIMINARY NOT FOR CONSTRUCTION