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Home My WebLink AboutPlan, Final APPLICANT 10/16/2009 FINAL SITE REVIEW S'UBMITTAL OCTOBER ~ 3, 2009 ...c \00 \00 00 o ~ 00 ~ \J :f. ~ Ln o ~ .r ~ I ~I ~ .~ c; t ) ~ a: ~ ~ ~ l:lIl ~~t.bo ~~ ~ I MI 1 ~ &3 ~Tl '"Tl .~ ~n~ I II II II '" ~ = o $ t"f) ... AF IY A SPRINGFIELD, OREGON PROJECT DATA PROJECT TEAM INDEX " ~ ANNE M. DElANEY ~ ~EUGENE,OREGON.~ '<1Jb 3669 ~ ~~' U~I ~ ow \I :: ~ A ~C - T -::CTU ~A.. SITE ACRES 0.28 12,250 SF AFIY A APARTMENTS, INC. C/O SHEL TERCARE 1790 WEST 11TH AVE EUGENE, OR 97402 T: 541.686.1262 F: 541.686.0359 CONTACT: CARL KERN A~C- T=CT A001 COVER SHEET, PROJECT DATA A101 SITE PLAN A102 FLOOR PLANS, UNIT PLANS A103 ELEVATIONS . BERGSUND oaANEY ARCHITECTURE AND PLANNING EXPRESSLY R~oJES ITS COMMON LAW COPYRIGHT - AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT 10 BE REPRODUCED. CHANGED. OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED 10 A THIRD PARTY WITHOUT FIRST OBTAINING THE v.RlTTEN PERMISSION AND CONSENT OF' BERGSUNO OELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF' THESE PLANS BY A THIRD . PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECtuRE AND PLANNING HARMLESS. AFIYA SITE AREA SUMMARY: 9/15/2009 NUMBER OF UNITS 16 DENSITY (UNITS/ACRE) 56.89 CV_ REVISIONS BUILDING FOOTPRINT 5397 44.1% SITE ASSESSMENT OF EXISTING CONDITIONS UTILITY PLAN GRADING AND PAVING PLAN 10-7-09 FINAL SITE REVIEW NEW PARKING 2107 17.2% BERGSUND DELANEY ARCHITECTURE AND PLANNING, P.C. 1369 OLIVE STREET EUGENE, OREGON 97401 T: 541.683.8661 F: 541.683.1136 ANNE DELANEY, AlA JULIE ROMIG C-001 C-002 C-003 1 2 3 4 5 CO \IT ~ACTO ~ _A " )SCA :> = PATIO/ SIDEWALKS 1020.5 8.3% LANDSCAPE AREA 3725.5 30.4% MElLI CONSTRUCTION COMPANY 10 VAN BUREN EUGENE, OREGON 97402 T: 541.485.1417 F: 541.484.0524 G: CURT MIELI LA-1 TREE PRESERVATION AND REMOVAL PLAN LA-2 LANDSCAPE PLAN LA-3 LANDSCAPE AND IRRIGATION DETAILS AND SCEDULES TOTAL IMPERVIOUS AREA 8524.5 69.6% OPEN SPACE SUMMARY DOUGHERTY LANDSCAPE ARCHITECTS 474 WILLAMETTE STREET STE. 305 EUGENE, OREGON 97401 T: 541.683.5803 F: 541.683.8183 DAVID DOUGHERTY NICOLE ANKENEY tn I- Z w :IE I- ~ <C 0.. <C ~ - LL <C ...... !;t J-...... w(j.) we:: ~o CJ) .. z9 -w <(- ~u.. N(!) coZ 0- T-e:: a. CJ) W e:: <( t) a:: W ~ W :r: CJ) AFIYA BUILDING RESIDENTIAL AREA SUMMARY: RESIDENTIAL RESIDENTIAL NO. !TOTAL STORAGE (ct) UNIT AREA UNITS AREA UNIT TYPE A 184 485 6 2910 UNIT TYPE B 408 647 3 1941 UNIT TYPE C 224 502 2 1004 UNIT TYPE D 336 566 2 1132 UNIT TYPE E 208 613 3 1839 TOTAL OF RESIDENTIAL 16 8826 C V _ = \lG \j = = ~ \lG POAGE ENGINEERING P.O. BOX 2527 EUGENE, OREGON 97402 T: 541.485.4505 F: 541.485.5624 JON OAKES MIKE KAISER _A \I -)SCA ::> = A ~C - T ::CT REQUIRED OPEN SPACE 1225 10% of Gross site area (12,250 SF) OPEN SPACE PROVIDED Exterior Courtyard 1014.5 1st Floor Meeting Room (Interior) 408 COVER SHEET " f\N~L S\1e p\JN "-'0\1 1 () '2.009 " jJ l~ P\anne{~ .~ - . 2nd Floor Recreation Rm (Interior) 265.5 TOTAL PROVIDED 1688 GROSS AREAS ENCLOSED EXTERIOR GROUND FLOOR 4142 1255 SECOND FLOOR 4130 1824 THIRD FLOOR 3808 824 TOTAL 12080 2903 14983 OCT 1 6 2009 date l file :J d.b. .1 0-13-2009 Sl .e ~iPV t Y<.C ~D oC\ -0 0 O~ U\ f lMt& SctL ~laYt ~ . 'A _~. Vl. ,.. ~ I ~ L . A . . r-h:::: Final Submittal rrr~,Lj~ W..JtUCfVVW/!U ~ "Q.~ <!~v.ueA ~.. ~ ~.~~ . l/f(D~ r ~ Date Received: JAR ~(Q)(Q)1 -I f\ A: ~. ~<>~ A~:~~~ ~~I> ~ ~~-' .~7 / "'" } ) ~ , 1225 SQ FT 1688 sa FT OPEN SPACE REQUIRED OPEN SPACE PROVIDED / .I t, , / COMMON OUTDOOR SPACE PROVIDED 1014.5 sa FT ~~ ~ JfP~ .~ ;? I COMMON INDOOR SPACE PROVIDED 673.5 sa FT GROUND FLOOR COMMUNITY ROOM 408 sa FT SECOND FLOOR RECREATION ROOM 265.5 sa FT . , I L- ] I I n .(4\ DIAGRAM OF COMMO.\j OP =N SPACES ~ o 1/32"=1 '..0" TAX LOT # 4900 / " EXISTING RESIDENTIAL & ADMINISTRATIVE OFFICES (9 UNITS) ALLEYl (2) BOLLARDS SUB ELECTRICAL EASEMENT; SEE CIVIL \ ~ ~ WITH CHAIN ,24'-()" ~ f2y- ACCESSIBLE ROUTE. TO '. " ELEc:r'CAL TR~NSFORM.E~ (PROPOSED) ~ ~..' '. . ~ . ~RASH ENCLOSURE r I -~' ~ .. - - I ;'. ,. ~.;::. · .~..<1 I XI ,.. ... 1 IN' ~ :~.<~-<~-~~ /, J 1\/ -32/ / ~.;~ ; - ~ / -37/ 38 \ ~L::..J: ..lIjy~/ // ~~' I I I I I I l '1. ~ , :.1_/ ~ f ': / / ;Ij ~ BUILDINGMOUNTEDLlGHTFIXTU~~S,TYP. - I I I RECYCLEITRASH r-' '1"/ ~_ -. - - - - - - MOUNTEDAT1~AX...:.. - --~ FIRE ACCESS U ~E; ALL CURBS TO I / i $'.0' - ~ BE PAINTED REP WITH WHITE "NO 150 =T. HOSE --.:2I'--fi ! PARKING" EVERY 15 FT. ; SIGNS TO L - - LENGTH I I 1 2 I . 3 ~'. '30 BE LOCATED 1ER FIRE MARSHAL ~ - 1-. ~, UNIT B UNITA j L NIT A 29 " . _ _ ~ I ~ID ~E) ( f ) ~ /. TAXLOT # 4800 " I.PH'j35.:'5FT.' ~ ". 1- ~ j'- 19 181,- · ~ ' ; . 26 '\1 r -l I '" SUB WATER EA:::~~T~ '" 2J-a" I I'" · _~ I -;' I I 25 MODIFY EXISTltjG \: I 1- . '" ^ LANDSCAPE ARI!A ~I I ~ FOR FIRE ACCE4s I 24 : :!? :: · NMMUNr Y ~ : ~ 1 ~ I 1- OFFICE 11'.p112" 6'_0" , 'l'"' I' '-./ ~~.i"1 150 FT. HOSEILENmH l I I 111-3" 11:.. / " I - l' I 23 I ./ , 1"'- I,{} : , · I ~ _I ~.I'__.______<o ..J EXISTING . 17 . " 26'..()\' I.. _' .. ~- - - - ~ - - . - --;- -. - · ~ CHURCH & ADA I I ~ EXSITING PL TO · PROPOSED NEW . . 22.. OFFICES ~ ~ ~ r _ I. . I r BE ADJUSTED ~ PROPERTY LINE c::::::--5) ~ "~ ~ ~ " " ']\tf- 2 3 4!?" 5 ,; 6 7 .." ~ 21 ADA VAN I I 1- ~ '\/ I I 1.'- 9'.0" C 15 r '- 1 l.-t __ ~ SHARED ACCESS DRIVE AND ~TIL.JTY"l I I: EASEMENT; IRREVOCABLE ~. 1 I EASEMENT TO BE RECORDED; I ~ "- SEE CIVIL ~ I 1 - NEW CONCRETE APRON TO ;q. N I I . EXISTING GRAVEL PARKING; I I n -:::- ._SEE CIVIL -'__." I II ------- "-- · --. · ___ I 1 n I' ---::.....-. ---l-a-:..:J '. --- . 38'-0" .lr ,1' . . I ",~; ~- ....... '~. . . PROPOSED ~./ I 81-_----r-:-- ---- ELECTRIC . = I EASEMENT - 5' I I o . \ ,~ 1\ u t 12' 0" 26'-0" PROPOSED-';~~l' .'/::0' PRIVATE AC ~ESS & l UTILITY jff-MENT I . 15'-0" 7.'-0" r4'- - I L :., ,Ii:, , " I TI\XLO~ '\ -', f). t~ - # 4800 I t~ V PPOPOSED : ~I 1 PUBLIC I ./1 ~/ UTILITY./ /'" . EJl,~t:IVlt:N f I V ). / I b VM/ I b I /I OP D 1 ~ (/I PU C 6" I ( ~ . T : rj . I ~ I ~ --- . J . .J6" wi, /} ~ 1- _ ~b . r /! ~ ':--- . IL..-...: ~ _ t /. ~ ~ ~ T AXLOT # 4900 PRIVATE UTILITY EASEMENT; SEE CIVIL REMOVE EXISTING CHAIN LINK FENCE; INSTALL NEW 6 FT. SITE OBSCURING WOOD FENCE TO NEW C> ROPERTY LINE P': ..... NEW 6 FT. SITE OBSURING WOOD FENCE / " ~. ~~., C:"'ff:":_~ ~ ~ ~'...' (-~ @>. ~,\' i ~tb~ke:~ 1m~@~ ~:. ~ " . , ~ '. " / .,. EXISTING LIGHT FIXTURE . r- --1) (") \ ........ EXISTING EMERGENCY HOUSING (4 UNITS) ~.~ ,~<!P .P. '> ~~ f==~~:~ \ V EXISTING 6 FT. SITE OBSCURING WOOD FENCE ALONG WEST P EXISTING GRAVEL PARKING AREA TO REMAIN; SPACE . LAYOUT SHOWN FOR PARKING CAlCULA TIC >N PURPOSES ONLY. COMMUNITY COMMERCIAL ZONE T AXLOT # 4600 ~ . ------ JAG ~AM 0 = :> ~OPOS=) ::AS:: VI =NTS & :> ~OP :: ~..Y _I \j :: A)JUST VI :: ~TS 1/32"= 1 '-0" (~ 14 EXISTING RETAIL' '. . -- . (~ 13 ~ , ~ 8'.0" \ ,'" " ~ C ~ C 12 --- . --- 11 10 9 8 , -, 1 · 1 \.- '/EXSITING ./ PROPERTY \.- LINES TO \ REMAIN ifl --- . --- : .f EXISTING 4 FT CHAIN liNK FENCE _ .'~ ~ ALONG SOUTH PL -'... ............~., ....- / ... .... ..: - - --- --- . MODIFY DRIVEWAY APPROACH PER ODOT AND CITY STANDARDS; SEE CIVIL -- \ ''\ ~ - ------- L TO BUS STOP SIGN AND PAD TO BE MOVED EAST 10 FEET EXISTING FIRE HYDRANT DRIVEWAY TO BE REMOVED - -------- - ------ MAl N STREET - -------- ,,- --JJ......J.I - TAX LOT # 4900 TAX LOT # 4800 ..~ - - - I... -1.... ~ ~ ~ ........~" --- ~ .......... . ] COMMUNITY COMMERCIAL ZONE '---. ... -~ . --- . --- . r D::I~P::~:: 1 Final Submittal <),.....; . m DIAGRAM OF EXISTING PROP =RTY LINES ~ .- o (1\ SITE P ..AN ~ 1" = 20'-0" 1/32"=1 '-0" - 2 of I D ()ctq,e. ~ ..... '-0 '-C 00 rJ ~ \J :f. AO Ln ~ ..:.t ~ ~~ , ~ ~ ~ '"Tl J c; I ) ~~ ~ ~ ~~4~S ~< ~ 8 ~t'" J I i 1'" Y' 1 Y'. .tt . . ~ "- ~ ~n~ II II II oW o ! Q & o ~ t"f) ... ~~~ :;,~ ~ ~ ANNE M.DElANEYf3 ~EUGENEIOREGON.~ '<1Jb3669 ~ ~~' (E ~ BERGSUND DELANEY ARCHITECTURE ANI) PLANNING _ EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHlS IN THESE PLANS. - THESE PLANS ARE NOT 10 BE REPRODUCED CHANGED. OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE YIru I ICoN PERMISSION AND CONSENT OF'. BERGSUND DELANEY ARCHITECtuRE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF' THESE PLANS BY A THIRD PARTY. THE THIRD PARTY SHALL HOLD BERCSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. 1 2 3 4 5 REVISIONS 10-7-09 FINAL SITE REVIEW U) I- Z w :E l- lk: <C c.. <C ~ - LL <C "- "- f-~ We>> We:: ~o en.. zC --' <(W ~u: (\Ie!) coz 0- ~e:: a. (J') W e:: () e:: W f- -' W :c (J') SITE PLAN SITE REVIEW ~ date file d.b. 10-13-2009 AMD & 1(0)1 ~ II " II II \I .. r II (- r i8 '-'11 j " II II II ;~.... ., II 1 ~ ~ \ - - - '----' UP n n @~~ :: J-A \ J /" \.. UNT 3 ) I I _J ---- /' "- / " / \ - -r-- +- - - , , o ? r \- - - 11,- - }- - , o 6 I \" II I // I _ -L_~ - -~-:JL ~ I L L.Jr- ..J --_Jt-:L -~_J ~~1}=- J ff\ ~ F'-'-'- ~-'-'- I f6\ J'.1 'eJ II ( ---- " '\ \ I 0 /' / / I \ \ "'- ......... ./' ..... -- ~ 1J ~ <--==='='= ~f~~ ~ (- ~ ':- -'-'-'- b . ~ 'I ,--- -- / 0 / ~~ . r-----@ ~ ----- I, -l_ L /----" I I Y/ \U Iil I \ \ I \ / "'- / ......... ./'" or . ~ ---- /' " / '\ / \ I \ \ J ~- / . "\/ ~=,=,=:=:~ 1 \ ;0; ( .1 IL I I "'C ,-=--=--=--=- - -- - I /'1 I I "" L-r.J I I \ ~\ . Lt-)O~ " I / p() " '- - ,/ II\'-'~ ~ 3 J_A-\l-AJAACC=SS 3_E \.. I-~ __-_ I /' "- I f\/ \' .-J I \ ~@ \ /I.~ '.........__./"'/ I I 001 , 0 () I .J o , I~\ l -1 f6\ _'1 - ) :)-A'.1 ~ \ --1,) 1/4"=1 '-0" ..J /" ------ ~I I ~: ~ ~ C1 !- -.J' 1/4"=1'-0" " I I I I ,~ ~@ I I I L_ . ...--....---] /' \. i I I I @<t ~~l ./'-- / "- " I I \ I \ I I \ / \ / " ./' ......... --- o 0 f3'\ - '.1. A :)-A'.1 ~ " o 0 ---- /' " / '\ / \ I \ \ I \ j \ / I" "'-..-/"' / .........--./' (l~ o ('4'\ J '.1 C :)_A '.1 ~ 1/4"=1 '-0" GG I , ,/-=!!'-- ,I I '" :i,~ . \i UNITC '-./ \, //~ I~~ ,0 II ~ __ ~ II ~ -r--T\ I n ~~ ~ C_-7 . :-- ) -0 (~---l ~ ,='='= +<>=- ~, ~ / (.-":"' ~ .~ i=?:~---, (~~~S~~. :3 ~ -~ ~. 10"~ r:___~ECREATIONRM____ , / . , / , / , / , / , / ,/ /, / , c[ / , / , / , / , / ,. ~ rc:: -= I I I I 1.5 -= , I UNITS ) .. u J " I ~ II! >> . l ~ [J 1/4 "= 1 '-0" J I I _0_0_0_0___ -"-'-"-"-"- .,j I I JIil r- 1/4"=1'-0" I /_ -.J I " "m'-~ \ _tIJ~"~ ~ T i - -5ff :,t - -,- ->+"--J ~ i'= ..:, .. ! ~ /= =\ - 1/-"\ ( UNITA UNITA \' ~ ___ ~ , -'- ~. ~ '..,~' II 3 ) ( ) \ D II ~ _,.:-:-': 1 \ =.=.= llUI.tJ I~ ~'I T' '" ".Ii III I ,-rOl f J ~_ (/" II /~"\ ~ U~ I ,tt-~-- a. \ \ ,~e '-~II ) '. '" . L,LJLI~h_ '- 1 ,y\ ,,_//.~~J\,,_/ ('" 0 t J 'j ~ I ;fJ.'.1 ""-/j I I -1 ~ ~ I ~: v -Il-=E-o=- ~ . ~~~ . l_ ~ ,~~~ "'-.. ~~. _, G t'" L /= ,.. ,.. " ,.. 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'_ ,I / \ ~ I j,..p:-r:----, \ i t~@ .~ ( ) . . \' ~ L:~h~ c 1,0 ,~~_// i fi \,,-) f. ~ ~. :: II " ~ ~') ~ ~~ '! ! ~~! ~ \ ~-<>+ ' ,.-/ - ..::r. :. -c.. "-r r- '\. '1 a o -0. ~ ----D- _ - ~ ..l1- a o. 10. .... of 'I.. _..' 'I l~a '~DW .. #LK~:~ ,-, L-::-.-J UNITE ( J i ~J "r::) ~ LOP3SY '~iTiL I I I t f l ---=::::t I t b \ "- ""--a ~ STORAGE '-~ ~,- OOFFICE . " 7c= --~' ~~L .. l __ /-K - ,- \~~; , LL.J~ I \ OFFICE ~ ~ t , / , / , / , / , / , /' ,/ /, / , / , / , / , / , / , of a o (1\ = ~S ~ UP ".. Date Received: OCT 1 6 2009 Final Submittal. 1/8"=1'-0" COMMUNITY o = _00 ~ :> -A '.1 _~o,p II] ~ QR, q ~.~ ~I~ ~ 1 ~ (3< Mt 1 ::L:1 ~T 1 ~n II II ...c ~ ~ 00 o ~ 00 ~ \J :f. ~ ;j ~~ o~ ~ ~ ~ ~ t.b S t ~ ~ &'b ~ r! :I ~ . l ~ :.= o $ t"f) ... r~~ ~~ ~ ~ ANNE M. DElANEY Q ~EUGENE,OREGON,~ '<1Jb 3669 ~ ~<!/ OJ ~- BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESS!. Y RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN ,THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED. CHANGED. OR COPIED IN ANY FORM OR MANNER YMATSOEVER. NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECtuRE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY. THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECtuRE AND PLANNING HARMLESS. REVISIONS - 10-7-09 FINAL SITE REVIEW 1 2 3 4 5 tJ) I- Z w :Pi I- It: c( D- c( ~ - u. c( ....... ....... I-~ We>> W we:: e:: ~o () (/)6 e:: Z....J W -<( W I- - ....J :ELl. N (!) W:c a:>Z 0- (/) ~e:: 0.. (/) FLOOR PLANS UNIT PLANS SITE REVIEW i date 'O-1,J-2009 file d.b. JAR ~ \-:: : .~ ~" ~. ~~y II II II ::w () n .. II J. . . I I .~ l ~ - J II 0 ) ~;i \tV "" ---4 UNIT D /' - " I 0 "'I \ J . \ /'f; rT-' '--/ , . ~J8J I ---.J of '. .- III II II' I U U U I L----______---l F.S. 0.0 0.0 1! :---,,' MECH.~ 1 LAUND~ J ~ \,,-jO ~l....:.- . BACK FLOW.. (, rQ _ u" r.=\1 ,/ -t~'" I I~ ~ "- i~J-3l\ ~ \ \. :~ \ \ J;' ~ -7 T ~. /" :::> ,,-- / './ \( t- _ .,.. ~ V ,.. . .. I' , "'""1 I II ~ 1(Q)~ ...c ~ ~ 00 ~ 00 ~ \J :f. ,,0 an ~ ..:.; ~ ~ro- 01 ~ s ~ ~ t.b S ; l ~ &J ~ o~ ~ ~ ~ II 0~ ~I~ ~ ) ~.~ ~ ~~ (3< MI," 1 ~Tl ~ ~n LOCAKBLE SITE OBSCURING CHAINLlNK FENCE GATE WI BLACK SLATS AND STIFFENING FRAME ~ +11'-111/2" "" T. O. ROOF CMU BLOCK ./ 1X6 CEDAR BOARDS ./ ......-POST ,.. ,/ - - ~ - - - - - - - SITE OBSCURING WI BLACK SLATS AT GATES _J. ~~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .1 I I I I I I I I I I I I I I I I I I I I I I .. 1,- &f:---2X4 CAP --"""""'2X6 RAIL 1X6 CEDAR /" BOARDS '~_-h,_,~"""~~~'."i<_~.._,,:,._-.,,,_,'>'_'" - , ~if~!;~flll"~I-f-~~~!1IIII1 ;"J~t;E;~~~~;:~~~.~;.::;:~.;ifl~l.~~c,~..... .' ~ ,'.". ~ ~ .'.c', --;;;;:0;.\- ~ -~-.. ; ~ e ;,'__ ..E- :~~f ;:zz " .'~.". -.'". ~ +6'-2" ~ T. O. WALL b I <0 ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I I I I I 1 I I I I I I I I I I I I I I I I I I '. POST ... I I I I I I I I I I I I I I I I I I ~2X6 RAIL FINISH GRADE ~~ ~ +0'-0" ~ GROUND FLOOR ---~-_....-.- .------------.......... , -, ... 4) ! ~ = o $ "" ... SOUTH ELEVATION WEST ELEVATION ELEVATION NORTH ELEVATION EAST ELEVATION CONC. COLLAR II II (7\ -RAS- :: \jC _OS - ~:: E - ::VA - 0 \IS 'eJ =ACAJ-= JAG~AV f6\ -\j0- JS:: J 'eJ f6\=~0\j 'eJ (?\ C::)A~ =E\jC= 'eJ PROPOSED 1/16"=1 '-0" 1/8"=1 '-0" 1/2"=1 '-0" b~' ~ ANNE M, DELANEY n ~EUGENEIOREGON.~ '<1Jb 3669 ~ ~~' (E ~-- +35'-9" dL TOP OF RIDGE 41fT +35'-9" ~ TOP OF RIDGE V . ASPHALT SHINGLE ROOF ~12 ~ ~16 << ~~ -~ [U - f~ ~16 /'~ ~~! ~ ~ . ~. "- , ~ ~ - - '" - - ~~ -~~~ r IJ==.~ \ -I ~O~/~~/ " /' ~~~ 1216 ~ ~ ~-~ ~~,~ BERGSUND DELANEY ARCHITECTURE AND PLANNING - EXPRESSLY RESERv[s ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE ru:./"l\ODUCED. CHANGED, OR COPIED IN ANY FORM OR MANNER ~ WHATSOEVER, NOR ARE THEY TO BE ASSIGNED 10 A . THIRD PARTY WITHOUT FIRST OBTAINING THE v.mTTEN PERMISSION AND CONSENT OF' BERGSUND DELANEY ARCHITEClURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF' THESE PLANS BY A THIRD PARTY. THE THIRD. PARTY SHALL HOLD BERGSUNO DELANEY ARCHITECTURE AND PLANNING HARMLESS. ~' ASPHALT SHINGLE ROOF HARDIE PANEL SIDING WITH HARDIE BATTENS HARDIE PLANK LAP SIDING VINYL WINDOWS WITH 4" TRIM +19'-3 1/8" ~ _ _ . THIRD FLIQOR V HARDIE PANEL SIDING . V.JITH HARe-IE SA TTENo ::::k- ~ ' . .-:J.-- -- - . J / //'./ !O /" /' ". / " / I I l____u I ~O r=--- -- . HARDIE PLANK LAP SIDING . VINYL WINDOWS WITH 4" TRIM =, 0: , I :;j! ... I 10 "O~ r- I r +19'-3 1/8" dL. THIRD FLOOR V . REVISIONS 10-7-09 FINAL SITE REVIEW ./ ./ J I f ] ] LJ ,F' ;- 1 2 3 4 5 L_..~ "I L I "I ~O "- . - ...- -- = 01 L- ~D !I= L-i0 o~ :j JD +10'-1 3/4" ~ SECOND FLOOR V +10'-1 3/4" l'iIL SECOND FLOOR V ~ ~~ [ i = - j -..- . J-- j- 10 m . ~ I 1- ~ [J ~-_...__._-.!!j. - - r = ,: 10 0- ...J ....J 10! ._:.::i,: +0'-0" ~ FIRST FLOOR V +0'_0" ~ - FIRST FLOOR V -.-- ('"4\ WES - E _EVA 'eJ O-\j (=~O -'J ) (?). . -\j0~"'- 'eJ =- _=VA O\J 1/8"=1 '-0" 1/8"= 1 '-0" fn I- Z w :E I- ~ <C D.. <C ~ - LL <C ...... ...... .....~ WO') Wa:: ~o (/) .. z9 -w <C_ ~u.. (\Ie:> cx>Z 0- ~a:: a.. (/) w a:: 5 a:: w ..... -' w :c (/) --~- ~. .~ +35'-9" dIL TOP OF RIDGE V +32'-3" "- MIDPOINT OF ROOF V ~'- " . ASPHALT SHINGLE ROOF +35'-9" dL. TOP OF RIDGE V ASPHALT F SHINGLE ROOF - "- SOLAR PANELS-___ --- HARDIE PANEL SIDING WITH " i-iArID1C S1S;T~ "'- " +32'-3" dIL MIDPOINT OF ROOF V --:"1 .c ~~~~)- HARDIE PANEL SIDING . WITH HARDIE BATTENS . HARDIE LAP SIDING Lu.w ---~"'-"--- t. " \ I -~ J~IHI)} ,,.........--. ~' =/ ".. /". /' I I .~. ld : I 'llJL - ~ -' ~ .~ ~ _---'=:s.... 1210 _ ~p- - " '== ,',... \ : ~ I ,~ __---1! '~ 11''111.11 I I. ~1I .LI .-L \ ... -, , ~ I ' 1.11": . ".1:. II~: II '11 ~ I . . , .' U '1 L. '. II '. +19'-31/8" dL_ THIRD FLOOR V +19'-3 1/8" d. THIRD FLOOR V Vlmc~DO\i"5 -1 l WITH 4" TRIM " " 1 LAP~~~I~~ '" ~~l- g L- g " r- I . I - 31 --I 'UIJ ! 3 = I. ~. [ .'. '. I . ~ c..._.. I I I l J I ']11 ".-.. ..11.... ..... ....... ".' . .....il. . 1 . . . . .! "., I . ... . I "'.' ..i. I'. _.J.L . q = l I . r I I I I i , ! I I I; IT ,I ~, =~~-- iV +10'-1 3/4" diL SECONDFLOOR ~- +10'-1 3/4" ~ SECOND FLOOR V ~, I I VINYL WINDOWS == I i rc=-~ WITH 4" TRIM -'-.J : I :". ' -----" I 11' \ ~ L-____.c r I : II ! : C3 '... ~ . ~, == J' ~~~ g r-~-: ~ . .1_'--- .[2 t-- j 1_....:. ELEVATIONS --~ , = l L_ l l I ,,~ +0'-0" dI.... FIRST FLOOR V- +0'-0" d.. FIRST FLOOR ~ '. I ~ 'i SITE REVIEW ~ .=AS - E_-=VA J JON "A 10;) f1\. 1 SO~-=-I:. _=VA- 0\ 'eJ 10-13-2009 date file 1/8"= 1 '-0" 1/8"=1'-0" AMD, ~ d.b. Date Received: OCT 1 6 2009 /~ l ~ 1(0)3 Final Submittal tf of 10 .p~ P.POLE 3 .~~ m SANITARY SEWER ir r MANHOLE ST A. 4+68.4 - !:I P.POLE 255 0' RIM - 459.74' q --l P.POLE NO 99048' IE II 454.5' __ ~<( /0.99099. .___.__. "~ '__~' . ~ --- p , , . . ',., '. ". '" ., '~'. ..':' '.~". A .. '. . - :-' @. . -:- -: '. A. .. '. A. -':-. ~ . ,. ........ ~ ... A. . A , . . · . . . ~ . ,,/ '-'\ ~:7' ~- ." ." . ."...... .~~. ~~"',~ 'b:I'."~~: ."', . ". -.:'. ~. " .' . .'. ."... 1eI ,. ."... . .. .....tx !If: RAY. AU_EY " .' . '\.. '. .".' ._' ,_(, ------------- ... / . ~ . eo. 'p~X A0 PAV Al:..L.b' . o4. I> . ~o4. .1> . . 460--:- eo' -. 'v . ,A. ~. . v' . o4. ~. n( ,:~. .. . S. 4.~ p I> .t~-- ,,'" eo . '\. - ~". . p"::-~I ,. . e.. . ';""AN.' ". . '. i . .... , 4"" A" eo: A"~" ~S^!i . ~ . . :0. ' . . " 'A' . . . '~. '. '. 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PAD ---- RIM - 460.34 ~ ~. - ~ G BUS STOP --- -........ 2f IE W-455.l9 ..t4 ~ -... __... """"".."''''''''''''''''''''''''''''''''''''''''''''''''''''''':. 2r SIM ~455J9 S +~ -.- M A I N~S rR HE T"- -: -:..' ".-- - ., - ,.' " .. - - ,_.- -~ ~'-l.;~TM ~ ~~. 2 --- , --- II - '" "'''' "'''' "'''' '" '" '" "'''' - - ""- ' · .' .., - · - · 21' STM . , If /f Ii ~~f5i~5 -- . --"'''''''''''''~'''- -. - . - - K 2r llE-455.65 - . - . -- . _ . -"'''''''''' "'''''''''' '" "'''''\;''' "'''''''''' "''''''' "'''''''''''_ _ _ H W Y . 126 l 21' STM , H.' _1 ,- STM -' _ :1 ~----:-::- -. .-...:... · , ::- - - . ai j - OH' - - .. . ~.. G.-- . G I. . F \~~~ P.POLE NO. 83005 ' P POLE NO. 97068 '" WITH TRf.N5FORMER WITH STREET LIGHT WITH POWER DROP TO UNDERGROUND VAULT l f Wl..LAMALAf\E PARK . SPRNGFE!.O HGH SCHO:JL IG ;T. . '1vM)U: SCHOOL F 5T EST ." , SANf ALIC; t; t; t; t; DST . BRATTAN SCHOOL , C ST ~. eST ~ iE A ST ::t ST I VICINITY MAP, NO SCALB SANtT ARY SEWER /MItNHOLE 5T ^, 0+00 RIM · 458.55' IE . 453,5' -@--1\ ... f;J ~ C.~ #+-... ~} ~ I SCALE I" == 20' ~ . . (() I , , I ll) 0 10 20 40 Area Summary SUBJECT PROPERTY AREA: DEVELOPMENT ~lll:. AREA: EX SLOG AREA TO BE REMOVED: EX AC PAVED AREAS TO BE REMOVED: EX AC PAVED AREAS TO BE REPLACED: 45,408 SF 33,205 SF 140 SF 755 SF 6,310 SF 17 03 35 41 TL 5000 2.1" TL 5000 Notes ALL TAX LOTS SHOWN ARE ON ASSESSOR'S . MAP 17 03 35 41 UNLESS NOTED OTHERWISE. THE SUBJECT PROPERTY CONSISTS OF FOUR (4) TAX LOTS (4600. 4700. 4800. & 4900), THE DEVELOPMENT SITE CONSISTS OF TWO TAX LOTS. 4600 0096 MAIN ST) AND 4700 (NO ADDRESS>' FUTURE ADDRESS FOR THE SITE IS ASSUMED AS 1082 MAIN ST. THE SITE IS NOT LOCATED WITHIN A 100 YEAR YEAR FLOOD HAZARD AREA, ACCORDING TO THE SCS SOIL SURVEY OF LANE COUNTY. ON-SITE SOILS CONSIST ENTIRELY OF MALABON-URBAN LAND COMPLEX (76) AND THE DEPTH TO THE WATER TABLE IS GREATER THAN 6 FEET. A GEOTECHNICAL INVESTIGATION WAS DONE FOR THE SITE BY FEI TESTING.& INSPECTION. INC AND CONFIRMED BOTH SOIL TYPE AND WA TER TABLE AS LISTED IN THE SCS SOIL SURVEY, MAIN STREET (MCKENZIE HIGHWAY). ADJACENT TO THE SITE. IS WITHIN THE JURISDICTION OF THE OREGON. DEPARTMENT OF TRANSPORTION (ODOT) AND IS SUBJECT TO ODOT ACCESS RULES tOR THE SITE. EXISTING POWER IS OVERHEAD ALONG MAIN ST. & WITHIN THE PUBLIC ALLEY ALONG THE NORTH SIDE OF THE SUBJECT PROPERTY. THE EXISTING BUILDING (1096 MAIN) ON THE DEVELOPMENT SITE IS SERVED BY OVERHEAD FACILITIES FROM THE ALLEY AS SHOWN. ELECTRIC SERVICE TO THE NEW BUILDING AS WELL AS TO THE EXISTING BUILDING AT 1096 MAIN WILL BE UNDERGROUND AS REQUIRED, NO SIGNIFICANT PHYSICAL FEATURES EXIST ON THE SITE EXCEPT FOR THE TREES AS SHOWN HEREON. NO WATERCOURSES EXIST ON OR ADJACENT TO THE SITE, THE SITE IS WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. ..... 81M o SITE ASSESSMENT OF EXISTING CONDITIONS -- -55-- - P.POLE ~ 99096 SANITARY SEWER MANHOLE 5TA, 9fo5W\.4 . RIM . 460.99' IE - 455S \ -. ...@ - -STM- - @ (@ .EIHJ l?D 9 ~ ~ -+- QJ *-+ (j) Tel W -G - OH - 3' SMl ~ 14~ t........~,:.."'...." "l, I '- '"" -"- J r-.,. ~___ L~._::=:'''~". _.~~._:..! A .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. " ..... .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... .. ..... .. .. .. .. .. .. ..... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. ............ .. .. .. .. .. .. .. .. .. .. .. .. lq <::) ~ f f !:J ~ 17;';'>'7";//-:-7/ !,/,,/ ~/ /// , ~ / / ' ./ j//. // . fL.~.'4~.L:~_.. .~~.~ 1.~:_"_1 , , " . . I . . . I . . I ~. ~ ~ ~ 3.9' ~~~ . . .. . A . ""A' Jo '~ . . lo. . v' i11 ~ ()) ., to .. b.' to b. " .. .. .. ...-...---, . . . . . . L.....___... .,........u....._, . L M' IN ... .. 0: ..... . ~ . ' . " . . , . i I I I .p .. ~ 1100 MAIN ST. 17 03 35 41 TL 4500 o . . I . , , 460 --@ EX DRVWY .. rl'W . -.....'.. ...--.., - '1:ff .~.",u,,~.... = ~ _, "._.....l.....,.~ (:) t1 f") .w b:H I . ......... (EXTERIOR) SUBJECT PROP= EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING SANITARY SEWER MANHOLE EXISTING STORMWATER MANHOLE EXISTING CATCH BASIN EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING NATURAL GAS VALVE EXISTING POWER POLE EXISTING JUNCTION BOX EXIS'fING POWER POLE WI STREET LIGHT EXISTING TELEPHONE MANHOLE EXISTING U.G. TELECOMMUNICATIONS EXISTING WATER MAIN EXISTING U.G, NATURAL GAS LINE EXISTING OVERHEAD UTILITIES EXISTING GRAVEL TO BE REMOVED EXISTING GRAVEL TO REMAIN EXISTING AC PAVING TO BE REPLACED WI AC EXISTING AC PAVING TO BE REMOVED EXISTING AC PAVING TO REMAIN EXISTING CONCRETE TO REMAIN OR BE REPLACED EXISTING BUILDING TO REMAIN EXISTING BUILDING TO BE REMOVED EXISTING DECIDOUS TREE SEE TABLE HEREON FOR SIZE & SPECIES. SEE LANDSCAPE PLAN FOR SPECIFIC PRESERV A TION OR REMOVAL PROPOSAl. EXISTING CONIFEROUS TREE SEE TABLE HEREON FOR SIZE 6. SPECIES. SEE LANDSCAPE PLAN. FOR SPECIFIC PRESERV A TION OR REMOVAL PROPOSAl. ADDITIONAL COMMENTS STREET TREE STREET TREE STREET TREE STREET TREE NONE STREET TREE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE r Date Rece~ved: OCT 1 6 2009 f;IIIQt~u~nliUi::li .. 5' O'r 10 fXL<?;G3 n~ z ~Tl ~ ~ ~; Cff)< ~!~ ] ~~. ~n ~ ~ ~ 00 ~ co '-0 \J ~ ,Ao ~ ~ ii ~~ 0; ~ c; ~ ~ tb ~ u s:I &10 ~ ~ ~~ ~ ..r;;:Q o~ ~ ~ ~ IZl 11 Q) ~ ~ ;.::a o 0\ '0 C'f') .... lZJ IZI POAGE BNGINBBRING Ie SURVEYING INC. ,.0. .ox wr. 1tI~ 01 n4ft (1'B) Nl/~ (PAX) SU/4IAAU , REVISIONS 1 2 3 4 5 0 0 co ~ .-..... ~ .-..... -.;:t 0 .-..... 0 0> <0 ~ . a: VI 0 . (J), 0 .. Z c I- -I -I W I- - Z LL C!J ..- ~ W z . - U) ~ a: C9 0.. I en (I) I- 0 . a: .. ,.... I- ..- <C w . w 0 a: z a.. I- en 0- <C <( w z ::i a: - < <( -< :E (IJ (.) - a: >- a: (\I 0 co w 0 en - I- ..- CJ) u.. ...J W W CJ) <C :c U) 0 c( SITE ASSESSMENT OF EXISTING CONDITIONS DATF FILE NO. 4038XSIT .GCD DWN BY. MJK C-001 FLOOR DRAIN PROPOSED UTILITY ~ SEE GRADING PLAN... - VAULT PER SUB SANITARY SEWER en CONNECT TO S5 SANITARY SEWER . MANHOLE ST A. 9+50/4 lr >- /MANHOLE ST A 4 684 NEW AREA DRAIN EX CB NO I RIM - 460.99' W RIM _ 459.74.'. .... RG INLET ~ _ 45931 P.POLE IE - 455.5' q::l PPOLE P.POLE 255,0' IE _ 4545~ _ _~_.-:- '-- I RIM ~59.201 / 8' 1ES-458r 99096 " <( . r 99:,.-"'.:...:--________,,-__~-----~-- NO. 990:8 _ _~___ _ ~ IT.J\/ -r '- 4" FL 451l7.50 . --=.__~::,c_--::.~----:.~ .- . - - --~. -. BOllARDS WI CHAIN ~ EX AC PAY ALLEY , : - - =- -~-, ---- _ ... ---:--:=~~--=-=-=--=-.. - fC-- -' ---- - - .--- -- -- --,~ - - . - ;"~\ :f.. .,..------ ~~' -=---~--::v-=--~t -i"- - ~'-V~f>- ~ - \'v\\~f--..~ " '-:. '''. - '", ~ ~ I ~~',. 12 L~ 04. STM EX FENCE ALONG EAST. WEST. & SOUTH .~..... .............. -.. - -.. - - -.. - -.. -.. - ..,~...........~ '7.1 _ ~ 240' PAY -!l \ 183.8 \, \ \\ ~ \ NEW \(~LLEY GV.TTER~" \ ~ S 1.0% BOUNDARY TO REMAIN EXCEPT APPROX 12' 2.6' ,~ " % ( I ~ In. I ~ \ \ en' " \ I \ \ \ ~ -i 4 OUTFALL ON MAIN STREET WHERE THE EXISTING ( n · - - ,,~ 0 NEW UYRB \ ~'U w ~ \. 1 \1 \ NEW '~URB - 'o.., i' _I '. iJ58.40 APPROACH 1$ TO BE WIDENED. INTERIOR · EX SLOG q, !.. .. .1 . - -" ,<O~ \ \ blXl(/)l1.. \ '..\ \ \ \, \. I ..,t: I \ ROCK SPLASH PAD FENCES ON TAX LOTS 4600. 4700. &. : 1062 MAIN ST. r-') 1.1 I AI i . : r ~ ~ ../: ~J; ), ~,,,i:jj~~ .> \;-\ )" /\ /_\', . _.~, : SEE DETAIL SHEET C-003 4800 AS WELL AS THE FENCE ALONG ,: I RESIDENTIAL I: III ~~st.""N /2P\ /~\ ~\ ~\ ~\ ~\\ ~\. ~ \/~? )- I THE NORTH BOUNDARY OF SAME TAX : TO REMAIN 28.. · _... ~ ".. ,~- FL-458.35. .~ \/~ \.....~_-.~~:.~__.... "': .H-:--'~ ~_. . .:~--; " .\:'. . ..." . --r~ --:- .- __ RAIN GARDEN LOTS ARE TO BE REMOVED. · (3790 SF} EXCONCWALK~ '".' q J~ ~ 4-FL-458.5~":'~" '.~"~'-"_~..."..'.."..'.." ~..." ...... ~...l.:. ~...." ,.-.. '-" . '. . .....( lv) 178 SF (32 SF BOTTOM AREA) ; ~.' r - .. - .. .. .. - .. .. .. .. ... - .. ':: ~::".'~':. ~~':: . \:4 ~ ~:Atm 'R~lJ[~'- ~"-, '-...-:<, -(..} . NEW UG UTILITY SERVICES : ; r-IOO LF 4. STM Ct S-I.~~ / .! .., BOTTOM El - 458.2 · I .---.-..........:--;.--5. .\ '. ~'. :i..~~__~_ ~.......' .. _ ..!~" .. r I I.. ~-.;.! 1 -- . l . -lL.1 - r RAIN GARDEN OVERFLOW : : ./~---- L--~'" --r\cp\ ~ 38.0' EASE~ 'ii~.''''; ~r'-' 'lrh'- -"-1~'" :'~-l-~ I t ~"~ --.. - . -'- -111---' . "--J!" :~.;.. -'~fl- 1_"""" L7' I CATCH BASIN WI SLOPED GRATE ",- 1 I ./" A - A ~ Ir-- _h'1\' , :! /il ~ I ~ , llj / ~ - _ ~ ~ SEE DETAIL HEREON L1 I I ./ I + 'I '.. -=Ii ~'11 / ~ !! it ~', ~l // _~ I~ I I~Fl OUT 458.5 · 1././ .., dlJ P , il! // ~ i~!5', m / ~"J l"} · I /./ \ .:._ _ I - '.~ ~ ',n / , 1~ \' i'.=- 'JI; / t--tL- .~ END CO ~ · ,I {/ \ NE'W CB ..,' 20 ~FS_165%STM -0 .;;slit ~ r> 'jL_l:~--~ ~l \1.' 2 ~1I--~ / --r-r L--l ~ I 4- FL 459.45 · .. :-( . ~ Cp '" . 0 ,~l J. I ,.-----Ui.c:'~ ..-=!:l>T""" , """"" U' l =-'$ ,I ;< : ~ --.,::\ ~ I \ \ RIM 1;460.201 - 8. FL-45830J ~.~ -.r=----~~F_""::-1tl.._--------l\--t---;---i :=lqt:..=------ - / / 5.0~11' ______PROP'D PRIVATE 5.0' SAN SWR · .: '1::1 6- FL 458.70 i 6. FL 458.40 ,;.t::) I FL 4cJ.st;~, 111 Ii i ~!Ww' ~ U i =i~ r~'~ -1 i / EASEMENT CENTERED OVER I .: . I. .1 I EX AC I : ~ ~ r- ,YJ:_ T ,\:,:-.:.=_.h._-" 'If\-: III I - ~~;"'-::=l = - i ~ ~-- w-; - !;!)j EXISTING SS LINE t I I ,. ',:-1 '" . 90 LF 6. 5S '.' _Y-._ _% ~.__.,~t~~. -:" ; Jl J ~ . '. __.I i-rl~ 'f ~ _ i: r . ., \ \ REPLAI.E ~ . r --r;r --'I 7!. ~_....._ ..... .. _ {.. .. *'.. ~ I J ~.. .' t't I > [- I . . I'. v - 5-2.0% ' , . l / ". - , . ~ . I;.~ f[:4t::8 YO' . '. '. ..... ....I.P.,.. 'l 'z _ __ I I'. :.! 1 Ii/} ''''r i /r i~""""~"'.' -: -/'. -'.~~'.', ..... ..... .'" J 11! :< ~EXOHCOMM,REMOVE ~ · I. . 1_., ; Nrl-W UTILITIC5 FL 455 0 I.... " '. - -, i / ~ I" ~ ,~ '. 4.. Ft 458.80 . 'l-' ...... ...' ~ ,." H. j L_ -...:. ' ". I &. REPlACE IN NEW I .. 1"1 . - -...., - r' I!: y... ... . " .. . Q r L.../_ " __.....J.:....... - .~ ,...:.....r. "- n' . .n~ . - ".Of .' .,,0" . "" '1"-" , , · . . V I 33.0' II' :. . .'.:.....:.-.,..' ~ S~E A - A I . · .. · '. /. . . '. . . . .: \. . . .: . . . .:f.. - ... .' .' - _ UTILITY SERVICE 'r<l:.NCH · /r-t.:~ "-:-:-:-='..-;-;:-=--':......:;-:;.t:r 1 I : S:FL=458.20" :.:~...L~tF.-6~.snt:.l..-;..>.-~.! '." to.. _. .. ... .. _....,~ . : .. : 1-: 1 " .. rl "c;' I... : Z I i "- 6 FL 458.30 , . '. . . .@S.;1l\01<t.."".:...:..'P.POLE.r--67LF4STM . 10. · · <Ill l . f I ' UB ;.. . ~ .... ,.. 'v .. r · ., · r} - aWl $ I 0% · , .,< J I I .. ........ I. l.JI. 1 I 7.0 S '.. . · ... . ,.'.; "-'I-C'---~'" .';1 NO 56001 E""ND" . 0 · ,., . i l' l' EASE' ..0 ., . .' \ 'I I; , ., . I - CO ... J-:] 'I · .1 I~) , 1 ' \~ ^ en R~'I .... ...,... '. ~~ 'I~: ..,.: i v REMOVE r / ~ ,,' 3.9' 4. FL 45950 · - ~ '. ... - , f I./. _'- - 'P v .(/') . . " . .' . . ~, · '\ . , .f, ,_ . I' .'.-.4 , I H - ~ ~ -. _..... .~....r I~ \..... "', _ rl :l("'" _ ~,~_....,.._.. ~. I ..r.'1 I I I, P' ~ Q: <0 ~ '" \ L. ill; . · .' .~. ,-,rh.. , Y l' . . .' "-.' . ... "_'1,," _'.." _ . ~ .~ 1.- r. ~-.t"1 I 1- I ",~. ~"'I ,'rw ,"'p' ;~.~l Jil l...j/...O....u..,.-.f.-..:!:.r~...;\ j' .______- <.0 n' ... : 4::1 I I 1 ~ . I . ~ ~;;; J _ -:;, ..... r ,-1._ ,C"'-l: .~. .~. :.n n.d I'U ~..: i I' ~ \. I:. " ______ AREA DRAIN Ln' , . J. .I I I '" I ". 21 ~ _ ~ U1 '. . . "'---,,--=;::= ~ i ;/"." F '~". i I _ '; _ _ \ r ~ I . · ,. :-{:-I I I <.0 . .'. l:j ,-:::t .F-r-.' :,'. " ) ( . .' .' '. ....m....! r~ l1T .,!; If'...... . RIM l461.10 I )- ': 0 ....'-:1 II I - I'~ 22 .b() ~ I ';:)'0...'. f[', t__ /1fV3... .',{:lJl:.:..:J,II- li.'= I !~j '35LF 4.ST1 ' ~ 4.FL458.70 o L t'.1 I I I <(I ( ,0 '. ?------ r / ,,' I "/ Ilt" f ) I I . a::: 1".:'::\ I: I I I 0' EX PLANTER ,,~--: ~:..- . .~ ',~, I / ____.J., , / .~ ~ \ . Ct 5-\,0% I !'. 1..1 I I r <(I l:?! ':<=3:' . ....-. ------ ---~ I ~ I ' 1// =; 1 END CO I L() · 0 I.. +:1 II 'I 1 24 I : 0 /.> I b.... '.~:.:;="" r'-.z=' (fl ' ~'\. Il '""" =: \ ' 4. FL 459.30' t-... · Z I. l' I I ..~. I <E.o' \ 1: ,\ I " I III '\ 1 ~ I "- :) I" . " I t:i Zl +. - , . ....r. > U !I I 1\ I rt ()) ra : 0 " >'-:1 I, '- Co ~ c:: ~ ! r- 20.0' PAY - '. J 8. FU458.00 I l~-'" 'P'fd ~i I' ------- - \ 101- - 1 · ~I I. a::: i.~t::, I' : lpo' .~o. ~ I I :". ./4. FL'1458.15 : H III l! I I ~ '. 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I2'W -IJI -rlVJ S - -" · I2'W ~ ..> , ~5.s' -...' If 35' T W I I" 7.8'?' ---- ---- EX STM MH NO.3 -- - __ 3:. AS SH 0 30 50' WING EX FL -457.5 ING BOTTOM WING EX 5TM 1..1H NO. I I I") ---- RIM.. 460 34 ~ - -- - _ OWN' POTHOLE TO BE CLOSEDe> RIM .. 46 >'23 - - 21" IE W-455.19 '" q -- - _ _ HEI a- FL 451,6 PER ODor ::'IUS, 8" IE N-4i7.98 :::::: === == ===::::: == == ==::::: ===::::: === __ _- _ _ --- 2f SThf 2,. IE E-455.19 ~. - - - - . 19: ~ ~:; ~f .gg -I ---- I 5.0' CONC. PAD - . . . . _ '" --===:::::==:::::==-- S.. BUS STOP "- --=====::::=====-- . -- .. RELOCATED ~ EX 5TM MH NO.2 -- . --=========-- ~ J --............, -.... ....-. - 21' c-..-.. [;:y!'M - 460.33 -- G -- --==:::::::::::::::===__ "'M ..... 2,. IE W"455.65 -- -- --=::_-::"''''''''''-- - - -. 21' SlM ~ 21' 1EE-455.65 --- --"''''-- ~ ' ..- '1 . -- . -- . -- . -- . - G~-= ="'''''''''''''====::''''''==:=:='''=''':_==::========::='''=::==:=::=~,==:=:=~=2W=:CiJ,'-=:====l=========:==========:;:==:=_===~ :OLE NO. ~:7 . ~ ~ - - ~ :.P~L:-NO.:; ',~ ~ ~ G ~ --- ~\.~~;S~~~~~R WITH STREET LIGHT WITH POWER DROP TO UNDERGROUND VAULT "<"=4 ~ ~ co t'6"i co ~ ~ ~ an ST~CKENZIE fa WILl.AMCI It: .- SAINT ALlCI :: \J ~ ~~ o~ ~ ~ ~ ~ ~ ~ ~ u g:: u CJO &l Legend SPRINGFIEUD HIGH SCHOJL G ~T. WILLAMALANE PARK n ~ ~ Zv r ~ .~ .T. ; ) z CJJ< l:)" ~~ : L:L:l~ ~n (EXTERIOR) SUBJECT PROPERTY BOUNDARY WESTERN SITE DEVELOPMENT BOUNDARY INTERIOR PROPERTY BOUNDARY EXISTING FENCE TO REMAIN EXISTING FENCE TO BE REMOVED -'\\ . MifJfJt[ - SCHOOL --- , - -;_ .,,'.11 l- (/,) l- (/,) l- (/) F ST E ST D ST C ST B ST }( u - SANITARY SEWER MANHOLE ST A. 0+00 RIM - 458.55' IE .. 453.5" l- (/) -i~ ~ ,~ ~ .,;~ o~ ~ ~ ~ lZJ ----.--rt-- . BRATTAIN SCHOOL I l- Q --- ---- EXISTING 5. CONTOUR EXISTING r CONTOUR EXISTING STORM SEWER iE co I l- e>> ----------- - -STM- - I A ST l- :st tJ ~ fIl o ~ o (;)\ \Q C'f') M I l- e:! @ ffi8 o lZJ EXISTING STORMWA TER MANHOLE EXISTING CATCH BASIN MAIN @ ST I / iE !D );:J NEW CONCRETE SIDEWALK 4- pce ON r CR to. .. ~ \ ~ ~~ ~ F--;:----~--l I' . A. . . I .'A' ~ . ~ l..:.._~_~__.:__~..J ~:~:~ ~'.~:~..~:~ :..~ I.... . .... . ....1 ......... .....4 '"'._ L_...._...._....._'-:.J EXISTING AC PAVING TO REMAIN EXISTING CONCRETE TO REMAIN OR NEW CONCRETE UNDER ROOF POAGE BNGINBBRING Ie SURVBYING INC. 1.0. lOX tm'. IlJCINJI. OJ f1a (PB) 511/..., (PAl) Mt/QH4IH VICINITY MAP NO SCALE ,..-------, I , . , , , L...._........... EXISTING BUILDING TO REMAIN · SEE EASEMENT NOTE 3 0~~ L EXISTING TREE TO REMAIN SEE EXISTING SITE CONDITIONS PLAN TO SEE TREES TO BE REMOVED AND THE INDEX LISTING OF SIZE & SPECIES FOR TREES SHOWN ON THIS SHEET SCALE r = 20' I i 10 20 I o I 40 EASEMENT NOTES 7,0' X 100.0' EASEMENT TO SPRINGFIELD UTILITY BOARD FOR WATER. 7.0' X 153.5' EASEMENT TO SPRINGFIELD UTILITY BOARD FOR ELECTRIC. V ARIABLE WIDTH PRIVATE JOINT ACCESS AND UTILITY EASEMENT AND MAINTENANCE AGREEMENT. I. 2. 3. EXPRES: 06-30-2011 \7 03 35 4\ TL 5000 REVISIONS NOTES: ALL T AX LOTS SHOWN ARE ON ASSESSOR'S MAP 17 03 35 41 UNLESS NOTED OTHERWISE, THE SUBJECT PROPERTY CONSISTS OF FOUR (4) TAX LOTS (4600, 4700, 4800, & 4900), THE DEVELOPMENT SITE CONSISTS OF TWO TAX LOTS, 4600 (1096 MAIN ST) AND 4700 (NO ADDRESS). FUTURE ADDRESS FOR THE SITE IS ASSUMED AS 1082 MAIN ST. THE SITE IS NOT LOCATED WITHIN A 100 YEAR YEAR FLOOD HAZARD AREA. ACCORDING TO THE SCS SOIL SURVEY OF LANE COUNTY, ON-SITE SOILS CONSIST ENTIRELY OF MALABON-URBAN LAND COMPLEX (76) AND THE DEPTH TO THE WATER T ABLE IS GREATER THAN 6 FEET. A GEOTECHNICAL INVESTIGATION WAS DONE FOR THE SITE BY FEI TESTING & INSPECTION, INC AND CONFIRMED BOTH SOIL TYPE AND WATER TABLE AS LISTED IN THE SCS SOIL SURVEY. PUBLIC ALLEY ALONG THE NORTH SIDE OF THE SUBJECT PROPERTY. THE EXISTING BUILDING (1096 MAIN) ON THE DEVELOPMENT SITE IS SERVED BY OVERHEAD FACILITIES FROM THE ALLEY AS SHOWN. ELECTRIC SERVICE TO THE NEW BUILDING AS WELL AS TO THE EXISTING BUILDING AT 1096 MAIN WILL BE UNDERGROUND AS SHOWN. WATER SERVICE WILL BE FROM A NEW 6" PUBLIC MAIN EXTENDED NORTHERL Y IN THE NEW 7' SUB EASEMENT FROM THE 12" MAIN IN MAIN STREET, AS SHOWN, SUBJECT TO SPRINGFIELD UTILITY BOARD ST ANDARDS & PER FIRE SPRINKLER PLANS BY OMLID & SWINNEY. NO SIGNIFICANT PHYSICAL FEATURES EXIST ON THE SITE EXCEPT FOR THE TREES AS SHOWN HEREON. NO WATERCOURSES EXIST ON OR ADJACENT TO THE SITE. THE SITE IS WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. 1 2 3 4 5 S: O? is Q ~ ~ $ 1 '" " FOR CLARITY. EXISTING IMPROVEMENTS THAT ARE TO BE REMOVED IN THE AREA OF THE NEW IMPROVEMENT HAVE NOT BEEN SHOWN ON THIS PLAN. PLEASE SEE EXISTING SITE CONDITIONS PLAN (SHEET coon TO SEE ALL EXISTING IMPROVEMENTS ON THE SITE. FOR DETAILS OF REFUSE AREA SEE ARCHITECTURAL PLANS o o co ~ " ~ ,..... ~ (:) " (:) CJ) co ~ .. a:: 0 o -. o ci z ..... ...J !:!! l- LL <!:J . z . - It) a: (If) D.. · en (If) o I .. " t- ..- w . w 0 a:: z t- e/) 0- c( W Z :i a:: - c( <C en 0:&- a:: a: N 0 W co en I- ~ en ..... W w en :z: en en -< (J) -= STM . .. - z w :E I-- a: <( 0.. <C General Notes jVIvv NEW UTILITY SERVICES MAY INCLUDE. BUT ARE NOT LIMITED TO GAS. PHONE. CABLE. POWER. AND WATER. --c- 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL CONFORM WITH THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (2002>. THE PLUMBING CODE, AND OTHER APPLICABLE STANDARDS. 2. REFER TO THE SITE DIMENSIONING, GRADING, AND EROSION &. SEDIMENT A TION CONTROL PLANS FOR ADDITIONAL SITE IMPROVEMENT SPECIFICATIONS. 3. EXISTING FLOWLINE ELEVATIONS AT UTILITY CONNECTION POINTS ARE ASSUMED BASED ON A V AILABLE AS-BUILT INFORMA TION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AND VERIFY THE EXACT LOCATION AND ELEV A TION OF EXISTING UTILITIES PRIOR TO LAYING ANY PIPE ON THAT SYSTEM. 4. THE SITE WORK CONTRACTOR SHOULD COORDINATE WITH THE LANDSCAPING CONTRACTOR FOR THE LOCATION OF ANY NECESSARY IRRIGATION CROSSINGS. 5. THE SITE WORK CONTRACTOR WILL NEED TO COORDINATE WITH THE DESIGN BUILD CONTRACTORS FOR THE INSTALLATION OF ANY REQUIRED CONDUITS. 6. PROVIDE CLEANOUTS ON STORM AND SANITARY PIPES IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS. ? THE SITE WORK CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER AND THE ELECTRICAL CONTRACTOR FOR REQUIRED CONDUIT SIZE, LOCATION AND CONNECTION POINTS FOR POWER, PHONE, AND CABLE TV. EASEMENTS TO BE GRAN I t.u AS SHOWN HEREON OR AS MODIFIED DURING SITE REVIEW AS REQUIRED. 8. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING SANITARY SEWER AND WATER SUPPLY LINES TO THE BUILDING AS SHOWN HEREON. ALL SANITARY AND POT ABLE WATER FACILITIES WITHIN THE BUILDING, INCLUDING HOSE BIB CONNECTIONS AND THE TRAP PRIMER LINE TO THE TRASH ENCLOSURE DRAIN, SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. . 9. WATER METERS AND BACKFLOW PREVENTION DEVICES TO BE PLACED INSIDE BUILDING PER SPRINGFIELD UTILITY BOARD STANDARDS, SEE ARCHITECTURAL PLANS FOR DETAILS. 10. FIRE PREVENTION FACILITIES PER OMLlD &. SWINNEY. INCLUDING BUILDING SPRINKLER SYSTEM &. THE FIRE DEPT. CONNECTION (FDC) SHOWN ON EAST SIDE OF SHARED DRIVEWAY AT MAIN STREET. FDC AND LINE TO BUILDING TO BE SIZED BY OMLlD & SWINNEY IN CONJUNCTION WITH SPRINGFIELD FIRE LIFE & SAFETY , ONLY SHOWN HEREON FOR REFERENCE. V ALLEY IRON & STEEL Co. EUGENE. OREGON OR EQUAL - ~ CASTING WITH CONCRETE MECHANICAL COLLAR ~LUG ~~~ b:?;.z - Q .' , 0 "0 ~ Do P: . P: :~ .;. -~az .00001:). 0" 0. <>0. :.00 ~o. COMPACTED ~o JOINT, RUBBER OR:~ >;:'GRANULAR ~ACKFILL EQUAL ~ ;;;.:""0 OR EQUAL .. .., 00 c>oQ 0 0':' 0 ~o 0 <C> (:) ~ ,0.. gO <;) q<;:,:\., 00 ~.o: Cf ':00: 0 .000"'0 o. "" GO 0 GO <;) o~ 0.....0.. 0 '" ~.':.ooo ,0 (/ "<;)0 0 :-<;)0 : G _ op (;; Voooo ~o 0.. ~.,:. 00 . .. 01 a ~ FROM BliG., . I .' 'fO M~IN~ ..00 lo 0.0 <> '~o- 0 <;)" II 0 0 o lJ.... 00 0" <> O....Ou !>",U 0 ... ~ d' c .0.0 0 ,;to Do.. ,. 6.x 6.x 6. WYE '" / IMPORTED GRANULAR BACKFILL COMPACTED TO TOP OF TRENCH UNDER PAVED AREAS I- :::> o a.. U> :z :s: o o VERIFY LAYOUT WITH DESIGN BY EACH UTILITY CNW NA T GAS. OWEST. SUB. COMCAST CABLE) FINISH SURFACE =111=111==111=111= 24- MIN - III .....--- ---. " 3/4" - 0" CRUSHED OR AS =/11= _111_ ROCK BACKFILL IN REO'D 111'--: ::. : .: VARIES" . .. _' : _ . _ PIPE ZONE & TO TOP _ : :: .: > ..' . ::: .: _ " =11 = OF TRENCH. .. ' =111= :!:~.:,.' -:. Q::Q':"'::: \I "'MAY REDUCE AF'YA BLDG SAN SERVICE TO 3 SCHDAO ELEC. ____. n. . ~ . ' :. -/11= 4- IF NUMBER OF FIXTURES IN BUILDING OR AS DIRECTED BY . r. O. . '. ': ALLOWS PER PLUMBING CODE. SS LINE ELECTRICIAN A' 11I:"'~ . \ \ TO FUTURE BUILDING SHALL BE 6- - -. ... TO KEEP MAXIMUM FLEXIBILITY. 6- SAN SWR 2- MIN. OF SERV'CE ~~R AFIY A BUILDING BEDDING SAND 6- SAN SWR OR PEA ROCK FUTURE SERVICE 3- SCHD.40 PVC PHONE OR AS DIRECTED BY OWEST ~- SCHDAO PVC CATV OR AS DIRECTED BY COMCAST ALSO SEE APW A STD DWG. NO. 301. AUG. 1996 NATIVE BACKFILL TO TOP OF TRENCH IN LANDSCAPE AREAS -' -' ~ <C > - LL <C / \ o :z i5 FH. - 41115'\ <::~) rCONC- SIDEWAlK :.:~o:':~;:~;m{~~;[~t(~:~t~lt:~~-~~/ ~k "< . '.' . .... ... ... . "0\::'000 . \;:f-:;~:;::d:~~;::: ;t::~\ \ 'I , ;::';~:~:':~:~:~~:r;..j;~~~E:.~:<:':::<<: ~~~ _ [-409.8 '.- ..... .'..:... ~~1~VI.\l..1.. . ',. .~. :'. '~'.'.' .e.o'l:) ~.." ~ ~;;!~ f,:;;;~~sfJ01:~tfn:M!:~~~~:" \ I ::.: .4: + :.. ;.A~ .~:*: :J;~::. :... ~.: :-: ~ >.; ::::.:~ ;: :;~:.: 'J!l: ~:~>/::> /(.:.~;:P:J.~. ~(:~) .c> . U t? .f? 3/4 MINUS C.R. . 0" O' . OR BLEND '~o' .0' . . ~. \). :0. .1.. ~. (,.6. '0. . (f .,; .~. ; . " . . c. o. ~ .0. . '., _ Ii .Z I") - L 2- SCHDAO PVC SPARE OPTIONAL PIPE SIZE. LOCATION. DEPTH SUBJECT TO CHANGE PER UTILITY DESIGN UTILITY PLAN SECTION A - A TYPICAL JOINT TRENCH NO SCAlE TYPICAL. TRENCH SECTION NO SCALE 5T ANDARD CLEANOUT DOWNSPOUT CONNECTION NO SCALE NO SCALE DA TE OCT 12. 2009 FILE NO. 4038YUTL3.GCD DWN BY.. MJK o UTILITY PLAN Date Received: OCT 1 l2Otl9 C-002 , it, of I (J {Jci~ Final Submittal C:::J 460.60 AC 459.95 AC . 461.10 TC '459.51 }-. &. CONC. MATCH NEW AREA DRAIN 460.45 CONC 460.60 TC ~ 255 0' (459.501 RG INLET ~IM FLR DRN _.~ [459.95 AC '/459.901 __. RIM 1459.20 I ~ONN. TO 55 . MA TCH MATCH . . 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I 1062 MAIN ST. ~ I :: ~ / 38.0 EASE., t J<\ ~~~80 TC ,~\ ,>r.rl~ r .~ t ,..\ /~. __}C _-' '\ ,'\1.,. : 4800 AS WELL AS THE FENCE ALONG > - I RESIDENTIAL I I ,1460.70} ~S::"b-/ 24.0' PAY ,r ,/~'.. ...~\\ ~ \. /.~. \. /~ \/~ \,.......P \/.? \.// ,: 1'\'1 THE NORTH BOUNDARY OF SAME TAX : TO REMAIN 28 - oJ _ -::--.:...~ ~. . /<:::7/ 'v''P V' v _-:~~.___:.-.. -,.._. _ \ 1 :- .__ RAIN GARDEN LOTS ARE TO BE REMOVED. I (3790 SF> EX CONC WALK~ ~.. q I ~.l'4 - - - _G~^.DI; - ~- - ~~-:--~::" ,--.,-:::-:.~~.~~~..::-:::-., '-:.' . '~-:..;. '.': _' . '.': . . . . ~ . . . .' !. . .' ... . .' .. I \ '" 1 178 SF (32 SF BOTTOM AREA) ".' r - - - - - - - - - · - - - - ':~': :-..:.:.::, :-1: . \ , · ~~~~' -"" i~"""~~" ~! . ~. . ~460.85 CONC I ' ~ (. ..' J../:.) "'" BOTTOM EL . 458.2 : : r - - -. ;-:': -: ,,;-;-;..,.-1 : ..''. _ .~ ......- ~~ '\ ... -- '-'-'" - '- .- ;~~ ';-1460.90 CONC 1 r I j ~ 1.. I . ) \ '1- ,L ~OTECT RAIN GARDEN FROM COMPACTION DURING CONSTRUCTION I · ./.(:-.~.-;':. .": ~ '.' . :. .' ~ 460.45 AC 460.80 AC ~ - ~'--I~lr-- 111 _~ ,._,__ ~ ~- --~f--~_;r-- ~'-'-" - ct ::-"=. USING 4' TALL ORANGE CONSTRUCTION FENCING , I /:. . . :. _ . . . :. .. .' ..... . . ~ 460.95 TC 460.80 TC. ,J . ~'-- -"li' '! /'f \~ " 11! AREA DRI\IN f. \ _ . I 1/," .' . . . .... /' '. y , \! /:; ,lj ~,l . ! li II"'~: . I /~ C . . : : · . . : : . .. . . A' · . . : . C ~ II ~ ",- 460.50 AC 460.75 AC ~ ~ . 46100 FG .1', ~! / ~ ~j ~ ~ , ~ RIM)461.10 J-~ I "r ; I I/" .' .':c .' ..:. .' ,...c . ~:J.' .. <: 461.00 TC 461.25 TC . ~ ';1' II! / U; ~ " I,': / I'" ! , : 1/./. < ': :-..: ': :- -< '.A:- -~~~r:-'::- -- ~.lo~ 46070 AC At{3:! ,_ j :j "~// 1---4 "J~l : !i -.-? __ j'/ -- -r L - ~ H),: 461.50 CONCj I '7' :-fr: '. . . : . . ~ . :' . - .' ~ - . c . n. . w NEW CB 1llItf"&l 4612'0 TC ~ -::;) -= I 1 ,k-::---,.:-~~ =I,!,.,,,,,,, : ~-ti~ ~ ! ;L~ "'-- ~ 46140 FG I ~"J' .~:c'.' ',,:c'~~99:99S'~~~A.' ...:~.'" ~ RIM 1460.201 -~. :Q -.i::::----~..:l~=-~:-----'46155FF f;'l_-~ ------i'1-------- i 50"~ I , . . i' '. Ci" '.:- .', . A '. .. "':-. ~ 460.30 AC - 46075 AC !' { ~ 1'~ r .\ f;' ~i II ~ il! ~~~ J : / / . : I:' .' I: ~'. . .Q: :. . ~..: : :. . . -:: .t459ge~" ': . . ~ - <!> /V60.20 AC CONdo ': 46125 TC ~ l' H461.30 CgKC II ',!lL,~Ji n _ -1 ~1 i' ;,_.J1 _::-J. = I R r- .-.' Ii {461.00 FGI PROP'D PRIV A TE I .. .. I. ~ y' . : ~ ..' .~:. .' .": HAJCf.l.' ... .',~ &. CONC 460.010 IC _' . / L. '__-.,..= Y "--.I. '-Ii -:7. ::1; ~ HL . r .. __J ! ~ ! SAN SWR EASE I 1..1.. .-. .. A. .. 'AA. ...-. ..,... '. / r ~ -., _ ~~.. ~.~ ~:. '~....' ..... .....!P. ~... . I ~ t : :".L..' :,'E*.GQt'-!~. '146.0.20 .~.: .:" o4lIt- ~ 1 ! E~ AC 1461.3SCONC ;.. : //~ L...:~..:.~AtJA.R0UtE."-':.~...~.':.. .-.:-..:...:...:~.. i! jl I; k CENTERED OVER : ,f ~ t:i:. >.:: -: c~:~ ~ >:: J~~;-r'~ .'. :l~?'~:'~~-~' t : 1 144~bJI~~CAC \ 4~~i1g ~~ (,~: ~DA:'~~Qu1E' ~50"eoNc~. . :';{]' 46i:30 FG: j- :.'\....54 ... - II. +............- I - ~_:-L-...;.. "f ! 1 ~"AI::-I".o.:~....,,:,A",~:,"'.~1 ':~'..:'.:,j I. '.If ,. j t 70'SUB ~"';'.'.~'~':" ..".1.".' ',# ~ I> ~I> ,460.25FGJ i 45975 FGI I .. 1 ~ ... .. ... I I I.. ... I $' ... lit .. .. . r . t'" ....-,r-...--'1.. bJa ~ , . I I.:' J::{"'< ':c'< ':.'..:": '.. 146030 CONe .! .; j /' : 21 EASE. · .~:..' . : ,LJl I ~ t. ,~;t 461.30iCO~N "'. ~ 461.40 CONe! : . r -.; 3.9' I mi.: .:~....::. ~ . :: c ~ . : : . -,' . i ,~~) , I t: l! _.....:!eo REF. I j*?J.~j. (;€l~7(ijc.. .,-- I ~ . 7< .\ 461.201 FG 7 P __ -+ ...oK... i' / / I ,. i-.... .:t.#..... ..."'".... ,..... ...., t[46055CONC' ~- ~~ - -'\:" ~..:. ...". ., I n ~ ...~...... IY: _ n- ~- ~"-r-"-' ~ I 1.:y:'I..............A.....AI.,. r-. ~~. p ~ \ (,. ,..~":~~' 'I ,~j..a::~:,. .',." :.....\i...,...... ..".~ f'\ 145975 FGI' . r' ~ ..... .... .... "I~;"""" I ~14 'j , P · ' I 11' f,' .'0. .'a. it --r- ~ c;....'V I' I ,A ..-\.....1.. .. ...... .. ...... . ....... ~ I "-""J 14605 L~ A f 200 AV-- r ..,...r-'....l ,:--..:.....~".. ~.. ", : . >5t\.\.J i ~: i.. J:-I: ~ . . : . : ~'.:.: :.:.: I .. I. . J'l " '. ~ . .' / . ' .. : ." ! '- <=-t!...~'" ~ ! :;0 ~. '. . "" ~. i I. I · . vr.: 461.10 CONC I L{) I I.:.{X::'.':::'..:';'..:.~: I to MATCH: '. 460.50CONClt:j , .\./460.8 AC 1>:~":": 46~90ACI! .7.1..... ....7friT::.! h l;T--, lrr;'-,/ ..-..... ~61.00l FG : ~. 0 "c.k:} :.... :............\ 1- -~. I 22 .(>p~ .r461.3( C ,.".'o...~/ 461.40fiJCIJ,__/if:)?:1":,'J:U1I-"lll~_!l=:1 J ;'" ./. ' : ~ ~:'.:::I.~:~:.::.::<.::.::~'::.".J" I l460.551- : :6' EX PLANTER ..~~y~ GRADE IV .~~ ,-j ",r;/~~ i ;~___Jl[ I / '~l/ : ; I !'::-~,<:'<:,_::"... I. MATCH r;l~<(~ r. BREAK .:....I;:-.l~40I:s(fCUNc-r-~ _l ~ d' \// ;;j' I , - I ~ I. ~ 'r.L . " . .' . " \0. 1,46010 AC ~-,. ., 23 " I ' _'" . ..~:.::::::--==> v.;.=--,,--~ (4 1461.~ FF 1 }l"", I z...v -- I ' ~ : 3 :"<(~.:. ..':: -.: .~':: ',~ .~':: '.:~~' 1 ~60:60 CONC ~L .;, lS ~~~ 460S:fA( j. ::';:~,'...l R I II : \1 I I ~'Y~ ~ __ ~ WI 0::: ':~l::t..<.:..<.:..-<.:.,.. '460.05AC 1'" I ' I), . 46100TCI :'.--'~61.45~CONCI, 11-'" 'i~~ 111 d----- [...1 : r I ~ ...J I' .. . ~ . : . c ~ . : . . . . . . ~ t ... 1 460 05 CONC ~. . po . ~ . A ~ . · . \ l! U I il I Ii! - ... I tJ I X I <(.. . J. o.' A. .'. . . . . I ,. ' . "':::{ : ,,'1\ . . u - :1 Ii I i' I l'i I I i I W 1:~r:r::::.::::':,::::':'::C "460.60CONC~~.'0J · ""CO,( .-/26.0'. I'::". !,u 'ftl- -nt-It J~._ ( /l -ny_ ':n459.7SFGJ' I t1 : :'~,::L. ::.... ..:.'.. __:"'~' 1 EX BLDG '"'~.~,,~ ,,/v" I ~ EA~ >, t2 - 11. I 'T ~/:"'''; I: ~Q1::r':":'''''<~:'''''<~:'''''1f.'111072MAINST.I'>'~ l 1460.80.AC ;':rl461.35CON~ "... ~..... ..................~.~ _-, I . I. I .. ~t:.l. ..<,.~'.< .':' .<.'~~" I MIXED USE : .~..~~' ~ 460.20 AC ~61.30 rc . \.,~~ / . . . ~..,..... .:---:-.~--" Fi~....::::::::::::~:::::::::::::::::::::::(::::::.::::,.... ' J I IX~.." .... ".C ....,. 'Ta REMAIN .\ If . ~ 4~60.70TC 460.80AC ~J.' 1J60:8-s.cONcr............~:..-:..................-:::~_.........../:-:........-.1.. 4--J ' I ' ~~1:r-:~:.. .'.:~:c. '::.:'. .'.r\ \(2420 SF) I ~..,,i> -' ,-:f1.Q. 460.80 CONC. ~:t ~~..a().coN~i:::::::::::::::::::::::..-::::::::-::::::::::::::::-:P~9PQ~~~P::::::::::~', '. i [ I . 1" . ..' ... ..' '. ..' . '1... , I ~~~":46Q^,= """"'-"'Rt)-''"'''- ~... -.-.:/ ," .'. . ............................ .............................ADJUSTE8...........,.. .... I · TL 4900. . .'\ ". .... ,.. ~ I 14600 CONC 1'-'- lb.... ~ .y~ ", :-J\"A'\o,.~',....... '.. 41::1\.&:C:..Acl........................ ......................~.......... ........ . ........... A'I , ! I ,: J':I:' '.:.:' '...1.1 ,.I r- I' .(.A'.'.,:"..,.......' "......... \t:{I"\.-"I~... ... ~.' .;' y.>;J.u..}.n -:.:-:-:-:-:.:-:-:.:-> :-:-:-:-:-:-:.:-:-:.:-l-:.:-:-BOJ:~ln.J\"Ry:-.-:-:.:-r. .. , i<I:-I.'~'c ..:l460.~5.~C.ot~C'.I-.. I I , '. "';-,:--"" ~,,~.~'>....... ".....~~- -~ - ,-- 461.l5"'rc.'{:-:-:-:-:-:-:-:-:-:-:., :-:-:-:-:.:-:-:-:-:.:-:t:-:-:-: ...Y~''itlr.\ ..-:-:-:-:.:-:,:-.~."' ! EX BLDG ; I " J', . .'. . .'. . . 'A (I 1'46000 AC ~ --- . 1400.75 AC / '4 ~ ...................o..........?.. LOCATIOI'-4 . . .. .. - .1 N'ST I I I .... c. '.. . ,.. ____. 'I~ . \ I -" ~ ~ . ...J4t::A"7A' co"rt:' I' . . . . . . . . . r,....". . . . . . . . . . 'ilN' . . .. ..........:.... 1096 MAl ....1-:1, .... ~ .... ~ .... I 1 &C()NC . ~. t 14S9.90P 46~75CONC_ 'Y'____, ~v.J~. l~..-:-:_:-:_:-:-:_:-:-:~-:-:-:.:_:-:-:_:-:.:- ....-:-:-:.:-:-:.:-:-:-:-:-:_:_:.:-:-:.:-1.._ . · t:J: ~9 ... ,..1::1: .:.:..: ..ri~G:61\.'r:ONC4 ~." I : ." ~~ ~14597~ \ ~ ~:.:.:.:.:.:.:.:.:.:.::::::::::::::::~:::::::::::::::::::::~::::::~X-:::-B..~.tJ:.-:.D.-:.~'f:-:::::::::~ RES\DENTI/!\L : I · ,'. ".1< . . -: ~'""! . ~.'v. \'1 I ;...-;r,.,. ........, · d460:40"eoNC~"""""""'" ...............,....... ......1:: .. \:.J N '.A.x. ........... TO REMAlrN , I I' -\..,.... ..... ..... -...1 I 460.00AC ~"J '-~.,,---_. ~" ~..~ - ......MiJI'I:IEv.........................................~.......T.Q..B.r....A.r\.".,8..T.'E"D......' i . ... . .' .' .' I' 460 50 CONC I.. NQI CB ~ .....",. I .., .'. ........ .rln. vr.r J'(.... . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . .' '. .... . '.' 1:: . '. L:I.oU' . 1:: ...... (2 185 SF) I , 2.1' - ./ ~ - - - - - ......",. J1f-fAv }:-.~-:~~~.~~:~ ~~ ~~~.: .~~ r~';/ ~. : <~.t~: Rir '459.70j-/ TL 4800 -:. >:. ~~fio.l~:~~NC:i:::::>::E.:~:t~:A~El:::::::::::::::i:::::::::::::::::::::::::::::: :::::::::.~j ,I : I ,,' /1 I .. . ~. . yL:':<J-..... -= .. 1 -f I 460.05 AC I . .,,;r . il60 'JIX Af" -. . . . " .................. ................. r '1 . . . .. . -;- '<.' .. 460 55 CONC . . --..... :t::5 .. .... ':t .i.v.' ,"'............... 'P.ADl<l.ING . . . . . . . . . . . . . . . . . .' - -t. ...................................:r. . TL 5000 J" . Jo-' ~ ..' :. .:-, _.~ 'T -' - . -:=PJ t" ---'-- ..- EX AC ~o' ...,. 460.7Q.CONillc........... N', . ..... ........ .......... '.' ..... ...... '3:2 Qt'.' ....... .'. ~ \ ! :::Ex:QiN:?;<~60-:~~-,---1---- ~6058~j; .4t.I:.,: -t'::~g.:~ ~gN; REPLACE ~q::... :..:.~::~:-:.~.:.::<:: ::::::~~~~t:::::::::::::::::~t<:::::::::::<:::::.:::::::>:::)~: :/~ .d f:- ....}9:~. .... A. ....', I MAT'CH I' '.' . . <t, .: . . 4:60,lJo. :A"C: .:_ . . :- : -: . -: -: . :- : -: . :- : -:. -: -: _: . :- : -: . :_ :- :- :- : -:. :- : -: . :- :- . . :- :- :- :- :- :- :- : ... _: . :- > :11" .', ~ ~." .. ... I to . I '" . --- 0 '" 460:8~ C-O~ . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . .. . J j-.: ...:.::::j6:6/~:~:: :~:c:~: I : \ :146005o.;::}.:: 'I ~ Mli; :~~~5^ic f }~..::, :.;~~:~46~:~~:~~~S~~:~:~:.:::::::~:~:~:::::O:::o:~J~:::::~:~:::4:::~O:::O:~:::~>~:~:~:~~~'~; , 2 I t:j t)>'t; ..... :..:....:.>....:> "':1: : MATCH .'J.'. - "46045AC '.~ ...:~~~M..~~~H~EXc~:::::::Tt:::47.::..:-:::r.~:::..~.:.-:-::::::::::::::::r~ ' " 0 ."""- Ii h~~ . c' . : '. ~ .: c :.' '. ., I'. '1 / 0 460'95 TC .:. . 't,; ~-:-:-:'. !'!~ .'. .:-:-:- -:-:-:-:-:.:-:-:-:-:-:-:+:-:.:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:.:, ; p ~ .1'\' p. 'A'~:""A'":C'''''':''''.'':''' -- - '':--'i:j. 460.l0AC . I:~ tj.(>l)'? -.:..........::.-:s::-::::.::::::::::::::::::::::::l::::::::::::::::::::::::::::::::::::::::::. : - "'~. ~ . . . . - . .' . .. ., .' . '1 ~ . I 46060 TC j L h " ---~. .. ................................ . , Ex .-. ---- .. ~ ~ . ":3 :. -.: :. ..: :. -.: :. L~4.i------ -F . . r 60 8' I -.. Y I /25 '."'<.:.:.: :.:...:.:...:.:.:.:.:.:. .:.:-:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.' :.:1 : DRvWY\"'-:.'c' :. =:-'1{\;- ~ ;--_ ..: ,,>~:,~,,:,::~,,":A~:',,":Arl-;-:':~:J/976 r",:-\ . f"; - P ..~ ~ ,5' ". :<::::::'::::::::::::: :::::::::::::::::::::::::::::::::::::-...: i ~- \ p ; ~ ~...:.~_'... L1<......;:;.-r-. ....-. ...:::. -, '.: . .: ....\ .' I~: '.f p"': \) f:' 60' -......~:~:::-:::::::::::~:::::::::::::::::::::::::::::::::::. I . I --:::..-- po ~ --' -' ...' ..... I """" 1.1 "1 460.60AC 8 'i..~:-:....1................:1 ,,-----"1\.-1____ -- .. '" ---~:....::.:-:...:....:.."..:.: '.:': ........::.\ r:--r1:."-' ... 461.l0TC i':~' · lS ;o~. -::>,::E>.CORfVEWA~)(:(QbSE:) i I · ...,.. . ~ '. .~.~. .....,... r.........1 · --2 1.. 4600CONCI .o,,~ ..............:;............................\ 3'7' - -- '. . . - . - --- .' \. I .~ 40' pi.. I . . . . ... . . . . . . . . . . . . . . . . . . i'.' ----C-~L ':~~:2.8!YtWA;.:: ...\:~~~:~~:-:;-:~~:-~__...)lk:l460.2~1 14~~.30 >:: 460.3~ CONCI '.' - 1:::::::/f;:::;:~:~:~:~:~:4::::~:~:~:~:~:~:~:\60 0' '" I <<:VCV7 ~ --:::..~~~~~~: ~\ -.....-:...~~~'-.:.:..:....:......::::.:.-:~ -:'.:'-Ex. S>1nN~-;.:-:-:--:-::-;--;-l~'. _ n 6 · [, .-::-.':::.:...:.~' ,,' ;~ -. :'~;';';A:'" :.-:~:~~S' - . EX 308' - -- --- ~AIN '.. '.. . . ...." --- }: ~ X I . . . . . (J). . . . :"'\ -i . AI C1(E~'" EX BOTTOM -;;:J ------- - ~f1' ~~ .~. 'l : ~":~~~i..'~Z:" .;:.~-:.i. .:::': ..~::.:-:-:..~:::~:-::-:::7::-::.?~~~;;~y ~ .':: .- ~ .x: ."~ ~. ...~..~~-.--;--.-::~-t.--.-""-.-~~.-~-- ~z-- - .L v .c:.,IB ~-...._-.."-- 40.6' APRON ::~::!:~~==:;:d::':::-d'==~': ~...~ ,':. ...~., --:-, --~'::"''':'4.''-'_:'''::~':':..:'':' -: . '. . -: . '. ./ :'. ..,. . '. '.,. . . . -:~, c. ..,...... ..,."... '.,.". '. 1"'~". . -:~. '. . -:".. EX A1-- - -- - -- lfTA7y ~ ----- 'Bd~~~-".s:'J7'" SD.... 'Lso' . :" ...,,~-. "".'" -7....:1.<::~..-:.:~: ~<~ ~;...:':":: ....)::: ~..~.......:....:::..:-.~:...~._~-t:..:_...:...:...:...:~_.... DRVWY " AT - -- yv 26 ---- )' ,. " - :::=:::::::C~::::'==:te::C:::::!===-==~::i'~"') i '. L N Sr--R-e--E-----.r --_ - I.~EX~A~Y~~r 77Jl. .~~s~~~~~<65:,C -_..... :,:._ ...., ....~~=~~-~~----=-! -- - __ st WIDEN TO 3 I WING . '35'.~ ! '" - -- - _ _Q AS SHOlA'N 0 5.0' WING... BUI/OM WING f") -- - vv TO BE CLOSED $ -- - _ _ . _ PER ODOT ~/US. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~__ T ~~~~_. --~~~::::::~:::::::::::::::::::::::::::::::::~/~-- .~ ......_---... ---~:::::::::==~~:::===:::==:::==--- \ ~ TOP GRATE 460.20 ---===============================================~================================== o oj :::)>- o...w q:J "'4<{ SPRINGFIEL D HIGH SCHO JL G '.)T. ST ~CKENZIE W1LLAMALANE "0 WILLAME I It: . PARK { MtDDLE -, SCHOOL F 5T .- SAINT ALlCI :: I- (I) I- (I) I- (I) E 5T D 5T C ST 8 ST ? <;~~ ~} \.J I- (I) .I l- ce . BRATTAIN SCHOOL I -I f- f- 0) g. I f- ~ i II A ST 1-1 s: MAIN @ ST / I l- tD ~ . Erst. VICINITY MAP NO SCALE ARE A SU j,{ M '/:'.RY L{) f'.-. ()) L SUBJECT PROPERTY AREA: DEVELOPMENT SITE AREA: EX BLDG AREA TO BE REMOVED: NEW BLDG ROOFTOP FOOTPRINT: NEW REFUGE AREA FOOTPRINT: NEW CONCRETE AREA (NON-VEHICULAR): EX AC PAVED AREAS TO BE REMOVED (VEHICULAR USE): EX AC VEHICULAR USE AREA SUMMARY REPLACED WITH OTHER USES: NEW AC (VEHICULAR USE) AREAS: REPLACED AC (VEHICULAR USE) AREAS: NET NEW AC (VEHICULAR USE) AREAS: VEHICULAR USE AREAS TREATED VEGET A TIVEL Y: VEHICULAR USE AREAS TREATED MECHANICAL Y: SCALE r = 20' IT } 10 20 I 40 45,408 SF 33,205 SF / 140 SF 5,975 SF 0 155 SF I ,430 SF 755 SF 17 03 35 41 TL 5000 o <.0 ~ I I 440 3,410 6,310 2,215 2,060 7,610 SF SF SF SF SF SF ) s- O:: IE Q ~ Ci $ I . : NOTES: MAIN STREET (MCKENZIE HIGHWAY), ADJACENT TO THE SITE, IS WITHIN THE JURISDICTION OF THE OREGON DEPARTMENT OF TRANSPORTION (ODOT) AND IS SUBJECT TO ODOT ACCESS RULES FOR THE SITE. NO WATERCOURSES EXIST ON OR ADJACENT TO THE SITE. THE SITE IS WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. NO SIGNIFICANT PHYSICAL FEA TURES EXIST ON THE SITE EXCEPT FOR THE TREES AS SHOWN HEREON. THE SUBJECT PROPERTY CONSISTS OF FOUR (4) TAX LOTS (4600, 4700, 4800, & 4900), THE DEVELOPMENT SITE CONSISTS OF TWO T AX LOTS, 4600 (I096 MAIN ST) & 4700 (NO ADDRESS>' FUTURE ADDRESS FOR SITE IS 1082 MAIN. THE SITE IS NOT LOCATED WITHIN A 100 YEAR FLOOD HAZARD AREA. FRAME & GRATE ACCORDING TO THE SCS SOIL SURVEY OF LANE COUNTY, ON-SITE SOILS CONSIST ENTIRELY OF MALABON-URBAN LAND COMPLEX (76) & THE DEPTH TO THE SEASONAL HIGH WATER TABLE IS GREATER THAN 6 FEET. A GEOTECHNICAL INVESTIGA TION WAS DONE FOR THE SITE BY FEI TESTING & INSPECTION, INC & CONFIRMED BOTH SOIL TYPE & WATER TABLE AS LISTED IN THE SCS SOIL SURVEY. BOTTOM RIM 459.20 . -\ - TOP RISER - 459.2 (OVERFLOW) U 4. PVC OUTLET / _ = _' --.J t::::> TO RAIN GARDEN -....... ~c CROSS ~OO\)\\og~r9.. ROCK SPLASH ~AD \\0 () (QO\)O~/ 4U-5. ROUND ROCK c;:>, C?'dZ?C:> ~ 24" X 24" BY 6" DEEP aO~O (bCb AT 4" OUTFALU INTO ~OoOOO RAIN GARDEN: ~~o 00 C?o O-UoOOo~Oo NEW VALLEY GUTTER TAX LOTS SHOWN ARE ASSESSOR'S MAP 17 03 35 41 UNLESS NOTED OTHERWISE. EXISTING POWER IS OVERHEAD ALONG MAIN ST. & WITHIN THE PUBLIC ALLEY ALONG THE NORTH SIDE OF THE SUBJECT PROPERTY. THE EXISTING BUILDING (1096 MAIN) ON THE DEVELOPMENT SITE IS SERVED BY OVERHEAD FACILITIES FROM THE ALLEY AS SHOWN. ELECTRIC SERVICE TO THE NEW BUILDING AS WELL AS TO THE EXISTING BUILDING AT 1096 MAIN WILL BE UNDERGROUND AS REQUIRED. THE VEGET A TED RAIN GARDEN SHALL BE PROTECTED FROM COMPACTION DURING CONSTRUCTION USING 4' TALL ORANGE CONSTRUCTION FENCING. IF COMPACTION OCCURS, RAIN GARDEN AREA SHALL BE SCARIFIED/ROTO- TILLED (OR OTHER APPROVED METHOD) TO REMOVE COMPACTED AREAS TO THE SA TIF ACTION OF THE ENGINEER PRIOR TO PLANTING OF THE RAIN GARDEN. THREADED / PLUG MODEL GDI-IO-HB~ OR APPROVED EQUAL. - BOTTOM RISER 457.5 CB BOTTOM 456.5 SLOPED AREA DRAIN RAIN GARDEN INLET NO SCALE ... 8.0' TREATMENT AREA CONCRETE AND JOINT lPACING TO CONFORM TO APWA SPECIFICATIONS. 3/4- 3/4- I 6- ~ /RADIUS RADI~- I 'I _~ . Ir'\ lflj. I ~z EPOXY .:'~:.. ::.' <0. FINISH <> BOND :. : :\ 'c :. !GRADE ~ ~ ....... J I 1.. <=> I? C)o..,f. ~ 8-' I:~ :()o: : :. : ::<?::: ~: T ~o . 0 . . r--- 0 p . . . . . (J)' . .' C) ..0. . I . ITor.O'.... .::;>. . ..0.0.... . . :~f.t?: : : ~ :6':;:: :~)\ :!~~:':: : . Q ~.o. . ~~. eo. '0' . '0' . .0 . .;;scx::~ . . .COMPACTED . o' . '0' . ~.o.~. . . (J' . . '00 ., .v.. '/:' SUBGR DE ~:~,{~ /!t; :0:::::: :o~o-:-::: :b!: ::'.o~o-::-::.. _ A . . . . . . . . . . . . . . . . P. . . . . . 'l . P..... . . . . . . ~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~%,,~~%1. ~ ~ ~~,,~ ,X' ' .-.; ,~~'/.~ ... ".. 5.0' - I f I I i : /2 ! ,.....--- I I i : / - -=--=- ! I ~._-_._- : ..........:::::.::::~-------l-._.__. FRAME & GRATE ....- EX GND 460.0 \ EXTRUDED I I CURB \ t ,/ /~! /~! .~- -- _.~ END BEVEL )t T .. ..~ ..... ....f ' ' .4:: ~..4c ::. "~.j~:. .... ((> .. '::". ..:.... :.:::;.:...:> .. .: :,..'; '..:::~::::~.: --, 1458.2' SLOPED AREA DRAIN - RIM 458.75 TOP RISER.. 459.2- 3:1 MAX SLOPE (OVERFLOW) 4. PVC OUTLET 0 ~ ~ TO 8" PUBLIC STM -<:l ( ~ FL - 458.5 /? - "" BOTTOM 458.2/ PVC CROsS' '" THREADED PLUG ill :z :J >- I- ~ W a.. o ~ a.. 6" ROUNDROCK CHECK DAM MAX. HGT. 3" REFER TO LANDSCAPE PLANS FOR SOIL AMENTITIES AND PLANTING PLAN BOTTOM - RISER 457.5 ~ODEL GDI-IO-HB OR APPROVED EQUAL. 24- 18- ;.;.../..... .... RAIN GARDEN NO SCALE CB BOTTOM 4565 ISOMETRIC VIEW EXTRUDED CONCRETE BONDED CURB DET AIL NO SCALE SLOPED AREA DRAIN RAIN GARDEN OVERFLOW ..______.._.....__.___ ..-.""'.0 _'..'"_''''_'.' ,__,....._"".....~~.~.._, NO SCALE NO SCALE CURB SPILL WAY DET AIL o GRADING AND PA VING PLAN 7.0' X 100.0' EASEMENT TO SPRINGFIELD UTILITY BOARD FOR WATER. 7.0' X 153.5' EASEMENT TO SPRINGFIELD UTILITY BOARD FOR ELECTRIC. V ARIABLE WIDTH PRIVATE JOINT ACCESS AND UTILITY EASEMENT AND MAINTENANCE AGREEMENT. EASEMENT NOTES I. 2. 3. 1100 MAIN ST. 17 03 35 41 TL 4500 8 , " - _\, Legend . .- - Iii. 1111111 (EXTERIOR) SUBJECT PROPERTY BOUNDARY WESTERN SITE DEVELOPMENT BOUNDARY INTERIOR PROPERTY BOUNDARY EXISTING FENCE TO REMAIN EXISTING FENCE TO BE REMOVED )! * -..----~'if--.. -- - EXISTING S' CONTOUR EXISTING r CONTOUR EXISTING STORM SEWER ~ - -STM- - @ EH8 EXISTING STORMWA TER MANHOLE EXISTING CATCH BASIN I>. ' , NEW CONCRETE SIDEWALK 4- PCC ON r CR F-~----~--l I' ..0.. . . I ".d' 1- . ~ L...:... _..:.._ ~_ "':_~'.J ~:~:~ ~'.~:;~:: ;.~~ I .' . .' . .'1 L ',,: ..: _'..: :.. ~ ..:..: :J EXISTING AC PAVING TO REMAIN EXISTING CONCRETE TO REMAIN OR NEW CONCRETE UNDER ROOF ,..-----...., I I I I I I 1.------... EXISTING BUILDING TO REMAIN EXISTING TREE TO REMAIN SEE EXISTING SITE CONDITIONS PLAN TO SEE TREES TO BE REMOVED AND THE INDEX LISTING OF SIZE &: SPECIES FOR TREES SHOWN ON THIS SHEET · PROPOSED V ARIABLE WIDTH PRIV ATE JOINT ACCESS AND UTILITY EASEMENT & MAINTENANCE AGREEMENT SEE EASEMENT REFERENCE 3 FOR CLARITY. EXISTING IMPROVEMENTS THAT ARE TO BE REMOVED IN THE AREA OF THE NEW IMPROVEMENTS HA VE NOT BEEN SHOWN ON THIS PLAN. PLEASE SEE EXISTING SITE CONDITIONS PLAN (SHEET COOl) TO SEE ALL EXISTING IMPROVEMENTS ON THE SITE. SEE ARCHITECTURAL PLANS FOR DETAILS OF REFUSE AREA. GENGERAL NOTES I. THIS GRADING PLAN IS INTENDED TO INCORPORATE ALL REQUIRED EXCA VA TIONS AND GRADING AS NECESSARY TO CONSTRUCT THE PROPOSED DRIVEWAYS LANDSCAPE AREAS AND BUILDING EXCAVATIONS. " 2. UNLESS OTHERWISE NOTED, ALL GRADING, PAVING, AND RELATED SITEWORK SHALL CONFORM WITH THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (2008l. 3. CATCH BASIN AND DRAIN INLET LOCATIONS ARE SHOWN HEREON FOR REFERENCE. REFER TO THE UTILITY PLAN FOR DESIGN AND SPECIFICATIONS OF CATCH BASINS AND OTHER DRAINAGE AND UTILITY IMPROVEMENTS. 4. ANY REQUIREMENTS SPECIFIED BY THE STRUCTURAL ENGINEER OR ARCHITECT FOR EXCA VA TIONS, SUBGRADE PREPARATION. BACKFILL, ETC. FOR BUILDING FOUND A TIONS AND/OR STRUCTURAL SUPPORT SHALL SUPERCEDE ANY SUBGRADE OR BASE ROCK SPEC'S NOTED HEREON FOR DRIVEWAY AND PARKING AREA IMPROVEMENTS. 5. PRIOR TO PLACING THE CRUSHED ROCK BASE FOR DRIVEWAYS, PARKING AREAS, AND SIDEWALKS, THE PREPARED SUBGRADE SHALL BE TESTED AND APPROVED BY A FIRM L1SCENSED TO DO SO TO VERIFY SUBGRADE COMPACTION IS 95% OF MAXIMUM DRY DENISTY (MODIFIED PROCTOR). IN AREAS WHERE A STANDARD COMPACTION TEST IS NOT PRACTICAL, THE SUB GRADE SHALL BE PROOF -ROLLED WITH A FULLY LOADED DUMP TRUCK AND THE PROOF-ROLL WITNESSED BY THE GEOTECHNICAL ENGINEER OR TESTING FIRM. ANY IDENTIFIED SOFT SPOTS OR AREAS CONTAINING UNSUIT ABLE MATERIAL SHALL BE OVER-EXCA V A TED AND BACKFILLED WITH COMPACTED CRUSHED ROCK (MIN. 95% COMPACTION - MODIFIED PROCTOR). 6. BACKFILL ANY VOIDS RESULTING FROM DEMOLITION ACTIVITIES OR OVER-EXCA V A TION TO FINISHED SUBGRADE ELEVATIONS WITH IMPORTED COMPACTED GRANULAR FILL (MIN. 95% COMPACTION - MODIFIED PROCTOR)' 7. SUBGRADE SOILS DISTURBED BY DEMOLITION ACTIVITIES SHOULD BE REMOVED OR RECOMPACTED AND INSPECTED BY THE GEOTECHNICAL ENGINEER BEFORE PLACEMENT OF BASE ROCK, PAVEMENT, AND NEW BUILDING FOUNDATIONS. 8. OVEREXCA VA TE AND/OR AMEND SOILS WITHIN LANDSCAPE AREAS AND BACKFILL WITH REQUIRED GROWING MEDIUM AS SPECIFIED ON THE LANDSCAPE PLANS. 9. AC PAVEMENT SHALL BE COMPACTED TO 91% OF MAX. DENSITY AS DETERMINED BY THE RICE STANDARD METHOD. 10. CONCRETE USED ON THIS PROJECT FOR DRIVEWAYS, PARKING AREAS, AND SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF OSHD SECTION 00440, MINOR STRUCTURE CONCRETE, 3500 PSI. REFER TO THE ARCHITECTURAL AND/OR STRUCTURAL PLANS FOR CONCRETE SPECIFICATIONS FOR STRUCTURAL FOOTINGS AND WALLS. II. DESIGNATED ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE AND 5% RUNNING SLOPE ACCESSIBLE PARKING SPACES & ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION. 12. THE MAXIMUM SLOPE FOR SIDEWALK ACCESS RAMPS SHALL BE 12:1 (RUNNING) & 2% CROSS SLOPE. 13. ALL CURBS SHALL BE 6" HIGH UNLESS OTHERWISE NOTED. 14. THE BENCHMARK USED FOR THIS PROJECT IS CITY OF SPRINGFIELD BENCHMARK *243. A 2-1/2" BRASS CAP' ON THE TOP OF THE WEST CURB OF 12TH STREET AT THE NORTHWEST CORNER OF 12TH STREET AND MAIN STREET LOCATED IN. THE MIDDLE OF THE CURB RETURN, BENCHMARK ELEVATION = 461.26 15. REFUSE AREA IS ISOLATED FROM DRAINAGE OF VEHICULAR PAVED AREAS WITH ROOF COVER PER ARCHITECTURAL PLANS AND DRAINS TO THE SANITARY SEWER SYSTEM PER CITY STANDARDS. Date Received: OCT 1 6 2009 lof 10 OCt41'S Final Submittal - n " 1 ~~ ~Z ~< (2~ ~t :. ~~ ~n \J ~ aQi!! o~ ~ .~ b ~ ~ ~ ~ to ~ u = Q,J bJO ~ o rzJ ~ ..~ ~ ..fii:a) o~ ~ ~ ~ rzJ POAGE ENGINEERING Ie SURVEYING INC. 1.0. lOX JSJ1. 1t1G1N1. 01 ". (PH) lCt/aHRS (PAl) SC1/~ REVISIONS 1 2 3 4 5 0 0 co 'lIICt" ....... ~ ....... 'lIICt" 0 ....... 0 0') <0 'lIICt" . ex: 0 0 . (f) 0 ... :z c I- .... .... W t- - Z LL C!l ..... 4lllt" W Z I - It) ::E ex: (.'If) a.. I en (.'If) l- e I rr ... ....... t- ..... <C w . w 0 ex: z 0- t- C/J 0... <C c( w z :it ex: - c( c( C/J <C (,) :i - a: >- IX: (\I 0 co w 0 C/J - t- ..... C/J II... ...J w W en <C :J: (f) C/J < GRADING & PAVING PLAN ~;" DATF OCT. 12, 2009 FILE NO. 4038GRD3.GCD DWN BY. MJK 1 ! i , C-003 ~ ~ ~ QO ~ QO ~ ~ ~ a.n ~ o ~ r#:l o l1 o 0\ \0 tf") .... Legend (2) 15" PINE (1) 15~'OAK f:)(l$tinq Trees to be preserved (with tree .referenGe.number (I ~5 and size) .Note: Every effort.u-JiU be made to pI' c.::ervethe5etrees and It is: anticipated .theset1 ~c:)- willsurvfve- GCiH,r,t.r'ttGtlon .l1Tspa..l::i- 'However,the OUit .0-' l dlA2ins the righttO' t' Co'tUvieth'e it~~if they C:lft:r' de.~m~d hazardous post-GOt ,=,Lt uctfOtl. (4) 15" CEDAR ~-- ~""l ($) 15" ASH. / .. ~ ",,::~~vvvtL.~/' { \ \ "".:::> G_.... X ....::>. <::,.. ? ;;;: \ /....-c..? ".::._ ,t:..,? 5:''' ./ ~1/)"(\f'f40. '-... - " " .. , ~ Exlsting Trees to' be Removed (with tree referencenurrtberll species and size) Q$ ExJstlng Trees on Adjacent Propert;.es e -0-- Protective Fencing (2) Tree Reference Number which corresponds to Ex i5ting- Tree Index tabJe Notes 1. Tree feUtng and removal mett1Qds ~haU be .~t..ent with ~pt.ed ind~try~tandar~. 2~ The haul'route rorremoved 'materials shall be via Main street/ HIghway 1.26 to. J-5. 9. Plastic construction fencfng..shatlbe installed .where..indicated on this plan to protectexfsting trees to remain. (See Oetail 1 this sheet for fenclnq InstallatIon] 4. ',prot.eGtive fenGingi& to remain In 'place for the duration cfGOl15t.nJGtion. 5. No staging of materials or dumping of any debris .i5permitted within.the FenGedarea 6. No excavation, grading, construction or landscaping activity shall take place within tree protection areas without the approval of the Architect. i. At tree protection areas. irrigation plans 'wm be designed.to mrnim1ze tree root damage. Trenches 5halt ,be GUt radiat4l (notperpendtGular). to. root systemsandplpingJayoutwiU mlnimizeimpaGt an. roots. Irrigation lines shall be 12" deep in protection areas of trees to remain. 8. At tree protection areas, no root over 2" shall be cut without approval by the Landscape Architect. AU roots 2 inches 'm diameter and la, Cdermust be cleaniy severed using an Etw'roved 5av~ ~ At tree proteG.t.fonareas..oo roots shall be ,GUt. .or torndurl"9..uenGbingwitb power. ~t.5IJGb. as backhoes or trenchers. utility lines and Irrigation piping shalf be installed by hand digging. tunneling under roots or using pneumatic excavation as necessary, to avoId Gutting roots 2" and 'larger. .~ s AU felling aGtjvjties~ jncludi~ ingress and egress For the feJJing 'Werations. shall include erosion control measures in conformance with the City's Engineering Design Standards and Procedures Manual. Any solis and. debris: tracked intothe.5treet by vehides and eq}Jipment. teaYmg- the ..5ite .~. be. cleaned. up with shoveJsin, a timely manner and. not. .washed into the storrm.vater system. Prior to initiation of tree rellIng activities, a Land Drainage and AlterationFermit (J..DAP) shall be approved and issued. Tor the proposed tree. felling. AU felflngandbttGk.mg' 5haK. occur during normal business. hours. to limit nciseand-vibrationimpaGts tot;.he neighbor5~ Notif'y the project planner at least f'ive (5) days ,prior to c.ommenc.ementor the tree felling operation. Please contact Mony Markarfan in the Development 5ervfGe5 DepartmentPfannfnq Divfsion at '126-4611 or emaU her at n..m::nKarian@G'ts....,. k1'1gfletd.or.U5~ IA tJ/:~,.,' , y<" .~\ ,AI "- ) f \~<l -- j j ~~,~~I '" ,/ I/. ;:~~:, " ,)/ ~...r ,-'~.~. , -- , 5' min l... "7 min - tree'; to fencing ."~..~~ ft _ \t r "-" ~# h' Metal "T" stakes , 5'min , ., min-tree" to fencing ProteG.tfve Fencing (see r'Ja'l) Critical Root. zone (CRZ) Crl~tGat ~ ~ Tree to. be PrOtected ProteGtive FencJng Locate at edge or where st1own.No fencing required over exTsting . paved surfaces. '1'.~,L Det:weenstakeS " , fl maximum , ". between stakes s:: E ~ ~ ~ -- Orange poly 5afebj ,Fencing 6' ~~~~~ 'T' ~ . SIdewalk Planting strip ~ne of ..ProteGtion,. 1 ' - ......,. Tree Protection Notes 1. No soil grade changes or compaction shaU take place within the protectIve fencing. 2. No.s~ ofmat.erIaI~U beatlowed within the protectivefen(:.tng. 9.. Protective fencing is required as. shown on drauings. 4. 4n thepr~ve fenGing. no f"<"Ot OVBr';2- 5I1aUbe ~ ~ approval dthe ArGbit:ea. ~ '~l'be GUt.with 'apprQVed~. .~.~ shall be cut or torn during trenchingwlth .power equipment suc.h as baG.khoes and trenc.here. utility lines shall be installed by.'hand digging or tunneling under; ..,..../:s. as ne"oc=c;ary. to avoid cutting roots 2" and larger. (7'\.'. '.. . T8EE.PRV1J::C.TIONFENClNG DIAGRAM ~ N.T.S. Exis!;i.n9 Tre.e Index Trees to Remain (6 total) Rer.# Tree Size and Type (1) 6ft ASH (16) 1OIJFtL~T GUJ5 f ~ (11) 24" MAPLE (1e) .1211 JUNIPER (1t:f) 14" MAPLE (21)le" MAPLE Trees to. be Removed (15 total) Ref. # Tree 5ize and Type (2) 114- PWM. (9) 114IJ ~y (4) 116" APPLE (5) 10" MAP' F (6) 12" PLUM (i) h41f PLUM (8) SO" <..,t:...I)\R (Q)l2e" MAPLE I Ref. #. Tree Size.and.Type (10;966 GwAR. (11) :10n HAYffffORN- {12Jj. f!l' ~ (19) 90" MAPLE (14) 10"MAPLE (15) elf PLUM (20) 8" MAPLE !I... ;/ / -J- -- -- r (2) 14"'PUJM ~,/'~ ..." ..':~ \ \ (O' 'x') \. / / / (9)1-4"GHERRY. (4)16" AJ""~LE 0- \ r ':::7 1 L- x " lSl ~ X / ~ I l:'~- 1';1 '" -(1) .6" .ASH ~ 12:' \ Ll~~ , , , , ,. "\l , ,. I I -... '" \ \ , l \ / / /' /'" -... '" __">-\__// /. \.I//A;~ "\ \ I X /\ \ \ \ -y-r- / X i .. -." . \--- j J "-:l___~//I ;' / 'V ":! 1 /'./\ ~,'. 1\ III /I - &.:.;;;;. - :::-~. . ':\J v ':Ja;:- ?' ~. 0-'l ",.. ~ C.- -;?' -~ X C / '.' c> ~/ --- ,~-- ?1 . -... "'~ ~ 1,f'/7/) r\'~ I Y 1/'\(\ '\\\ f V.\/ ~ \ (q) 28" MAPLE 'X Y . ..~ n \ nIL.... ..7 ~ L~\_ J ~~.. '" /' . T~PRt;,nr.::C'T'fON: FENCING - TtPfGAL -SEE VJ::.IAlL 1/LA-1 6 0 :.t .u u .Q' /- ) I ~l -0 '\ j ~. . I '/ ~. ) :; I - (1t:f) 14" MAPLE I , (5).10R'MAPLE (6)12" ~LUM' ....r- . (19)30" MAPLE 1 I I 1 r : ---- j 11 ~ '!.- /-'; I u \. ~ " :- 0- o I (20" 8'" MAPLE Iii I.: I (1) 14u p1...tJM', ... ..... / 1 I I \ \ ""~/ (&) SO" CEDAR -... '" \ \ \ I / J 'Ljl .~ ./ fl /1 /~ // \" / ~ 1 UP x '" \ \ \ I / / / -- - ---- . I . I I I (15) 8" PUJM . (16) 10" 19L' ".,,( ~....- -', CLU51t:J'<, " "'- I \... \ { x \ \ J \ I -- "- "- - .-" ~ ~- \. \4 - I "'" ~":::'\..lvVLn~ 2~. 1;:1_ ':::> _ . i C'?"- ..J; .~ __ ~. -+/:/ .1/ \ i.:~ ,. \.e: I ~\ J .II . .. (- r~ I . - ) ..-/ \ ..... '" ('~~" ,J . . If I (17) 24" MAPLE I II fti I -1:..._______, /1 -- - ---- -, ~LI ~ I \ r I I .(11) 10" HAYm-tORN (12) 8" HAYm-t~ . r~~ I I ! I (f21) 12" JJNh-d<, ~~ r ...- _/ (14) 10" MAPLE /' "'- I \ I \ x , \ / ilJ_/ / T . -, ~PROTECTION Fe-tCIN6- .TYPtCAL ......~.:vc.iAIL...t~1. l/'''{ / \ ! 'X . \ \./-.......... / --_/ I. L. I I ~ \ c :1 0) r:;- ~ . ~~\"'~" . . I - I I -0 ~ 0 ~, ~ I I -- I. r:..EE' PRO 'EGTfON FEHG1N6 .'~'lYPtGAL -SEE'DET.AU... 1/tA-1 . I ~ I - - ~ - .- o 2 5 10 SCALE: l' = 10'-0' 20 I I ! / --,----1 I I I (21) e" MAPLE I G. -- u -- -- -- n -- r + ~ '> -- -- -- - -- --- /-- Qoo J , I I ~ & - Tree Pre~ervation. & Removal Plan - CD Date Rfceived: OCT 1 6 ("'\ Filial Submitta~ ^ ~~ /J..-.-.......^- NORTH ...... ~ ~ co . ('f') co ~- U ~ . ~ ~., O~.r~ ~u"J ; Tl ~ c: : :) '/ ~ ~. V). (T.t c.b S ~< ~ i Mf~ 1 I 4 ~,Tl ~ ~ t=\ .~. -' .1~....1 ~ II. II .11 .aa .. ! (I) ! o ~ ~ JIlt . 7 ~ David J. 'Dougherty ~ U ~~ OREGON ~ "c .~ 4PE A.~\J~T \if .sf -J a .I II = ! ; Jt~ aQ~ Iii izl ii' i REVI:SIONS 1. 1-0/12/09 2 3 4 5 L- o Cl ~ I W WW~ ~'wO ~fYri <( CJ) t 0... w <(~.tL <(<CC) >-~.t1I!!:!. u: ~ <C a.. CJ) (J) -- I t<EE PRESERVATION AND REMOVAL PLAN date 7/01/2009 fife dab. NMA ~~Cll I. f_ .f f J ,,3BETC ..2, TJTO S CT 11A1JC t ~L: .~'E' y qJ~F6 9 . --. -"--'.-' --.'.'--' -'-. -, -. -'.-'. -". -. -'. -'. J q SPGF' 4RF6 f ~ " ,,~ tHe SLAM EXfSTIN61..AND5CAPING Ta-~r:MAlN - rr<UNE ,r<~ AND SHRUBS AND R.i;Move~.~'A5 DI~CTED -.RESTORE GAAvt: ATDfS11JRBa::> AREAS AND MULCH ENTIREt:)t:V lSAR. 1AGC 1Pa..i t Acx, '4.BETC j I f J__... l..... ,h 2CT " t ' UP SLAM :7LJl~ i f\J~~ r,- ,6SAR k ~.. . . ... . *J" ~.'" ..~, ., .. .., - .' -=--: :\:f" . ~ ~. -=-. - - - ~ :~. :.... . ..-. ~3: . ," . . . .. .. .. ..... .. . . .. .... .. .. .. . .. ... .. 1IJ if j. f J I I 1 :t J }.- f 1 i .~~ +, --( o ""'--- . -- . . ~ '--'-- -'\ + --'-- '--'-- '--'-- , -- NOTES: 5. AT RAiN6ARDEN" SGARfFYTOf> INCHES MfNiMUMDEPTH'PRf~TO PLANTIN6. Sr-t-'ALSOSHt:t= I. 'LA-3 FOR. SOIL PREP !NFO. ,NURSERY -TAGS lDENTlt=Y1N6sPecJES, AND .VARli::, y' ,MlJSTREMAlN- ON ALL PLANTS UNTIL THE FINAL Sf'Lt:: INSPECTION IS GOMPU::it::LIANDA Cae:.. TIFICA IF OGCUPANCY IS 6 't::J..I. St:t:: SHEt::.1 LA-t FOR 1'~t:I::,PRa f cGTION 4 REMOVAL, PLAN. St:t: SHt::t:f LA-9 FOR LANDSCA.-c 4 IRRf6ATfON l"t: fAILS" PLANT SCHt:J.)ULESAND PLANTING 4 IRRfGA TlON REGUIREMENTS. St:t: CIVIL DFWi'flN65 FOR .:;'.1 ORM~1 t:K FACILITY (RAIN 6AROEN) INFORMATfON~ :> .. r, I '--" ............... . I Ll +----- : -f~ I 5 ,MAG j J SEE SHt:t=l L.A-1. FOR I~ PRuJt:CTION MEASIJRES, . I ',HO . J' . II , 1/ j I , u I .' . .. I 1 , . ~ l-_L -,LLL I " I I : . I f I "- .. : fJ :-; ~~7J' r · . ( '. r: ~.. . . i ,. r -~~~7-~~> L_ -~~ I :1 ~ f I I I I " I I " I f , I I I ., I I . ." 1. ,I ROOF OVERHANG - 'lYP. /~.. ( \ + 4VO Q"RF6 " 1CIP' 5.VIT tf~T , J. ) S,LAM. , 2 LAM ~~\"" ",,, ~, E) , - I f ;~ 'I .) I P<JSTING.1..ANOSCAPIN6 TO REMAIN - PRUNE 'I~ 4 SHRUBS .AND ~OVE A1...i.. Vt:tDS '.P6 DJREC u::v - RESTORE GRADE AT DISTURBED AREAs ANt:> MULCHENT~aEO . j 1 "] -""'1. I '--.~ I f\"~''''. --, ' ;. ' , ---....,. . -- ' , '--.~ ' . -- , +.~, ~i '--'-- ... -~ . ~ I I:, I I ~'--- - ----- . .- ~ -- -. ..-- - - ... .~ q. .- Landscape Plan-SiteReview Only 000 - . - - --~ .- ----=--: .. .. .. .. .. eo- ;".-- .. .. -, l..ANt'SCAt--E, AREA. SUMMARY MAIN STR.EET 20 . .' /' .. .. ". ... '. . I TOTAL SITE AREA- TOTAL l.ANDSGAPe AFaEA, I PERGENTA6E OF LANDSGAPE AREA 1125165GFr " ~ 94c:ro SG- Fr t t 27.896 -., 02 5 10 SCALE:, r = 1O'-<r NEn'~.'.l1hc<ccORl\If31'tAy' APRON ~IL.L BEJ~.EMOVED I ,. '7 ,MAC SSPD, ~COSI A. ,S-cv6E ,OF RAIN GARDEN "-se Nu fcSFORSOIL.I""~ INFO Bt..J I rOM OF RAIN GARDEN 1Sru ;3 COSt 2MC 6 MAC 1GHO ".1SPD 2C1P, 1ACC FWc. LEGEND EXfSTING I rc.t:t:S TO REMAIN . t:\ PROPOSl::V , V' DECIDUOUS 1r<.EES $ (3 **, * .~ ~ PROP05J::t; CONIr-t:r<QUS I ~ 'SHRUBS rt:r<.NS GROUNDCOvt:1<. (FC ,UNLJ=<;;:c, Nu..t:V OTHERJAUSE) GROUNDGOv~ (RUe'UN! ~~'Nt.I.r:VOTh~) - STORMY'IA I t:r<. PLANTlNGS 'V '" 'V '" (JUE UNl F<=6 Nu f t::V OTH~E) [:.:~ IRRIGAJ J::L) ~ CD 40 Date Recei'~RTH,'l OCT 1 6 2009 'iI""!'t ...0 \0 co ~" co ~ U .~ r\O an ~'ii n .~.~.. r . ~ -; . ~f ~T 1 ~ ~I ~ '~. ~.. t;;:. ~~ttb~1 ~~ s I. Mf ~ 1 1 ~ -T~ '~ o~ ~n~ ~ ~ II, II II 0 ~ = o -&' ~ foot . ~~Gl~T!1?~ -- ~ , .U~ .) ~ David J. Dougherty ~' U ~ OREGON.~ U>(1: . & 4PE ~~, .1 .~.' .,. .... ' ;, fA J Jl :I ~ : .f~'~. il: ~CJ= ~J, i REVISIONS l' 1'0/1'2109 2 3 4 5 ~ (IJ 0 I I (!) L W ~.w'(Y :t?W:O a::.rv.O <(. 'f a.C1)W <(~LL <(.<(~C) >>z < .. I I LL 0=: <C,c.. (IJ ,LANDSCAP,E PlAN f date 7101/2009 fife d.b. NMA . f '=~c~ PLANT SGHEOUU: KEY GTY. BOTANIGALNAME I r<EES CHO 1 - FRLA 2 -TIT03 COMMON NAME Chamaecyparis obtusa Fraxirn.rs .latifOlia 11I{a,tamentosa. '5terUnq Hirtoki False Cypress oregon Ash sterUl145i1verUnden ORNAMENT AL/ UNDJZ~5TORY' rrc.t:t:S Ace 6 N,er c.irc.inatum .ACP$ 1Ai:.er. patmal;.um..'sangoKaku' SHR:tJBS ... .AUC "GT "CIP' COSI -- ElJAC HS' .MAC MG "NADe PIF RHl) .SAR SFt> VAGB VO VIT 1 '1;4- h q S :2 2.2 :2 6 , 12 11 5 8> 14- 18> Vine Maple GoraH3ari"Maple Arbutus unedo .Cv.JI....c::aeta' Ghokiya'.temata Gi5tus p.fJfl'JUyeus Gornus serfce8 'Isanti' ElJonymus alata ~pac.ta' Hib1eGu& $Yriacus Mahonia 2.lI.t'luirotium 'compacta' Myric.a caliTornica Nandina domestica 'COmpacta' Piens FVJ Ci~t. rfane' Rhodode.ndron'.Unit:lue' sarCOGOGGa. rusciToJia Spiraea dou9'asli Vacc.inium GOrymbosum 'Bluecrop' Vac;cfnium'ovatum. Viburnum tinus '$pring. Bouquet' . stra:.uberry Tree '~iGan Ora'tge. Of"GhjtJ RoGkrose fsantI Red;..QsJer Doguood COmpact 6UrningBush Rose Of Sharon .GompactOt"egOn 6rape PaciTic. Y'iax Myrtle , compact Naldina Forest Flame 'Pi~1 ;:." . .Unf4ue Rhododendrart Frag. Q It. sarccc.occa. I~tem .spiraea I Btuecrop Blueberry Ever~een+fuGkl~ s"ring:eouquet Viburnum ~ES, .6ROUNDCOVERS AND",...'~NfAI'~ sere ECM EUF FC HO ..JUE LAM PEAH POM .RF6 RUe SPGF c E ~ ('f ~~ ~ lil ~~ fillL.~ lU l-= Z \0 .11 10 29 1e" O.G. 15 1e"0.c. 11 9 16 Xl 1e" o;.G. 15 ...~ ~. t..~. is.ttu... "~~i Je. 'uf.::iOflPygmg' EGhinacea:.purplJr'ea 'MagrIus' Euonymus f'ortuneJ. Emerald <Sold' Fragaria dlifoensis HelrebOnJs. orlentaJis. .JunGU5e.ffi.15us Lavendula 8nl;justfTolia 'MUnsteacJ' Pennisetum aJopel"GUl"oides 'Hamme In' Polystlchum munitum :t<udbeGkiaf.'ulgida '6oldsturm' Rubus:,calyeinoides Spfraeabumalda '60ldf'lame' .~ .Jav~,~.Sar'berrg Ma(I1U5. .P.ur'.ple GOrter1awer Emerald Gold BJonymus Beach. straWerry l..enten ~ 5CF.t.Rush . DwarT~nsh Lavender Hameln Fountain Grass ISWOrd Fern Goldst.urm61ack-Bjed susan Creeping. Rasberry IGOld Flame Spiraea MIN. SIZE .GQMMENTS 1.ANDSGAPE.STANDAADS A $Ou...~KI:r.ARATlQN ~AF<'EA5. 1. FINISHED. E1..EV A TION OF SUB-8ASE TO BE e- MINIMUMEf...OV{ FINISHED GRADE. 2~ T8..LSlS6RADE THOROU6HLY TO' A'Dl::r-.~HOF' e"~PRiOR TCH~~,OF TOPSOIL 3. f'1.ACf: e- MtNtMUM OFfMp~fJ::L)- ~ LOAM' 0VBf" I .t=r') ~ /J\Or) 15-:5-10-10:FER.TILIZER TO TOPSOlL AT ARA1E OF .2L6S~ .r~ 1000SF.J<Ofo-.-TlLL AMENDMENTS AND TOPSOIL TO A vr:r I H OF 8>-10" ~. PLANT' BEDS 1. FINiSHED ai:vATION OF'sue-aASe TO.ee 1a- MfNiM1f ~..~.~P1..Afrr S.EDS .AND..24-"MIN. A TPARf<.ING ISJ..ANDS., .2. TILL SUB6RADE THOROtJGHL Y TO A 1,;.1'0- TH OF eMJNfMUM .PFt1~ TO PLACfMENT OF TOPSOIL,........... 9.PJ..AGE1fl' MINIMUM OF .IMPOR.'it::i.:> sANOY J..C'>AMlrd'$OiJ... avEft.TlJ..i.Et.;?suBGRADE. ADO 4~QF~ MAf~1AL AND ~1O-1Or-0<;:t1~ TQ.TOFSOIt.. AT "04e RATe OF'2Q' J..B5~ PER 1000SG. FT..ROTG-TILL.AMENDMENT$;iNOTOPSOD... TO.A.:v.crJriOF au. MINIMUM. . ' .4.'f'ROY1V:t:.S".QF ~i9RSAAi<'MULGH:.dJ:/fR.AU-f'lANT SEI::& 5.PROVlDED "SPAvc:vW6EtI I u~5EPAfQ\TE~. AND PL:ANT BEDS. STORMYiAIc<.-' FAGIUTY (RAINGARDENJ 1. PLACE-18ft MtNIMUMOF.IMPOR I c.vSANOY LOAN Tur-::x:;:)IL OVER SUB-B.ASE.ADO:2"OP. . '~lG'MA-l:~4AL.A1'4O.''$-5-1(''h.1Gt''t.:t'C..f~ TOT<...rciOll..-~T THE~iEOf :20. t.5S~ rc<. 1000 SGt FT. ROTO-TILJ.. AMENDMENTS ANO 'TOPSClL TOA-vI:T I tot OF e~ MINIMUM. 6. -PLANT MAII:::~.fAl.. 1.f'R0\I1DE ONL YHEALTHY.FlJLLPl.ANTMAlao;.t,eLATS1?'FCllNDtcA.u:v. 2'Pt.ANT5U65TtTUTfOHS TO.6E:Ar....~~.SY.~.~T. 9~Pl.ANTLAYOUT. TO BE Arr-r<.OVED B~~APe ARGHm.:c.T PRIOR TOINSTAI.lA11ON~ o , ........ I ,I . CU~ON ASPHALT -~-~ ~~,.Z' ...~ ~--7 .( At:>..JACENT BUU..OlN6 . OR J.:D6E OF PLANT Ba::> .J .~ .~ '3 e.-'l ... ~ '-D co ~ 00 ~. [" -: y ..... ~ ~ ~ .aO &- 01 J ~ c.b I ~ ."ti ~ ~ II, \ 8 o n ~7.~ ~"...._~ :..L1 t.. "' r' 1!J .~ ~. ~...._..~ ~.< Ml~ 1 ~T~" T 1 ~n ..... . o A (f.). ~.' . 6 ~ <"'t. .... single stem. eel matching..fun mg. ftili.B4B in(:Llimbedupto q..-....rax..h.ft... 8.. G ...(1\... 1 ..... G... ....~ 5PMINGDJAGRAM. ,. ~ 'PLAN 'NTS f;l ht.multl-stem. ee 1S"cai. :single stem,. e4B.;.matdting~Tult A~ \ ..'Sgaf..l9Cr nt. ".cmatGhfrrg. tun '5'~ ht.. ing.fWt.$tak.~ .3- .qaL!.24"ht. hing~ fun . r 5 gat./9Qd ht. atching. Tull 5" gal./SO'!' nt. hing. Toff 5 gat/4' tlt. I'rinq. full . .2 gaf./.24" ht. matching. ftdl 5gal.l9O" ht. matching. full 9 gaJ./:24" ht. matching. Tult staked 15 gat/SO" ht. fling, fun 'I~ ,~.. ht... . iri4tTull :3 gaL/.24"ht.. atGhing. full 5gal./90d ht. hing. full 5, g8lA30" nt. atching. full . 3~J'.24" nt. " . hfng. full Is <Jaf~" ht:. hing; full G. SOO..AT.J..Affi'..AREAS 1. INSTALL. ACCORDING TO MANUFAG11.IRER croc.lFfCATIONS. ~.~'f()R Re$PO~16~F<'RM~It4T~'$(J~~a;;>,~'TH~H'f:Sl~U$H~. .9~ R~:,c.OD.eARE AF!.r.ASAS NECe5A~ 'Ta.AGH~Fuu... HCAL..THY ~F~ 2p. l.gaL 2 gal 1 gaL 1~. ~1..gaL 11 ~1. 11 gal. tl gat h.~f. 1 gaL :2~. tRR1GATIOH'S'YSTEM' REGVI~T5 1. ~P~lt;'l~RI6A11OK Oe~N~L1-6e~6til\lJ rt:JJ~6UWlN6....Q<MIT. . .... :2..SYSTEM ~1u..PROVIDE HEAD TOHEAD~6E ANDztFARATE ZONE5F~ DIrn:rc..fNT SOLAR-ORIENTATIONS. HEAr> LAYOUT l"tlL MlHtMIZE OV~y ONTOPAYED SURFACES. S.. THE.MAINLlNEWU;;;t..HAVEMANlJAL..DRAINlAL\IfS~S"'fZ;1J~..~ SE'V'r:"'c<AIJ:V AUTOMATICAl..L Y. 4.~t~"Ml:.H::t<;~'6E.'~'Y4IT*'D(4e;TfG.:UNE.{CEE.Gii\lU_~) .. .. 5. '6ACKFLO~PReYEN IJ::~ ~ILLBE LOCA1"D lN6UI1...DIN6ADJACENT BFP F~ DOMESTIC. l^IAl.t:J<. (~ca:: CML.DR:AJNJNGS) ~.~. .. l-:-.~f-. 'j!\14 .:I: ::II\!) .f:- ~ji1. ztn.:t: ~..~~. a.. U!JL 1If.~ \0::) Z ~ng.fufl .matGhlnq..fuU matching. full matching. fun . matching. full ~matG.l1ing. full mat.G.hing. Tun matGhing~ Tull. . matching.. fun .matc.hmg.f'ull matG.hjng~ full matching. fun , · V..o../r--(jv b~\.2 ftW Or Z'11Jt '-011 ~~ ~ OU', np1 \ UM'l,/ uJt " I . _ uJaJP f)~ c+w .~iA 7\-- 6'hvV.00 0) (U<.tvy Oi,a Vf\-b , ~~ c~~ vJotPl tJ^ ~ fjN;lolf,V'r-f. OJJ ~~ ~~~- cvfcu1-~1- ~~~~ ~~=~~---~~) ~1\pl[,vl ~f\ /../ \~~/~ .... U.. {}X I .'. . (J {L... 611 2--/3{~.. ./; J c'.~J ~ (;~rV . Iv VI T Vt .. "-"'.. ) .~ ~ I @ GUY J^lJRE ~l cr:;.'.PROOF CONNECTION go-INCH LINEAR LENGTH OF ~. COI1..EJ:) LD TAG - RAINBIRDYLD.SERIEs VALVE SOX J^lfTH 1.,QCKING COVEf<: 12-1N<;.H $1~"..eR~..UP$.!Nf'~ BEDS. .GREEN .LIDS AT' ~ FINISH GRAOEITOP OF MlJL.CH RCMOTE CONTROl.. VA1..VE: RAIN BIRD...~ - 9" PVC SCH eo NIPPLE NIBCO T-119 .6ATE VALVE ~. .. 'PVG SCH 80 ELL r-;.r- . 'Li '" ~-=. -PVC SCH eo NlrrU= r/ . (LENGTH,'AS'~I~) Ft PVC5CHeof=~ELL ~f'VC.~"'iI'l\.ll'le f"lFe AFPROYED.FtLJ.t:r< FABRIC AT ALL OPENINGS. OR HO!..ES 1NVtK 1 t:LI VALVE13OX~ P'UTH.UO PVCLA~P1Pe ANGLE. TOSPEGIFlED VJ::r' I tf SAND BASE. STAKES AS SPECIFIED... E\lENL Y SPACED (2) EACH ORNAMENTAL/CONI~IJ'lC.CI::: .(SJ EACH SHADE'1':'REE REMOVE BURLAP FROM. TOP 1/9 OF ROOTBALL .f. MUJ..c.HASSPECIFIW (.2": CLl::ARAT ~K) GONCR.t:JJ::.~ OR CURe PLANTING SOIL sue GRADE GOMPACJJ::V..TOP:SOJL. (6~ ROOT.BAt I C) ONLY) ~ .~ @ AUTOMATiC CONTROL VALVE SECTION SCALE: 111 = 1t~" NOTE MAR-K NORTH 5lDEOF TREE AT NURSERY. ROTATe 1'RfETO'FAGE NUrc..1't'-!YiHBo{f'LANTING. /'2\.. TREE PLANTING AT P~ING .AREA5 .~ SECTION AO.JACENT PAVING -'-. / . ,..,:.. ;... ;- JIf" ''''''-.. ..' -.;,;': . .. '.... ..,.;. :~'.;.;I';":;::-:-~~f~-.~ ~~ !~-'.:.~-. ~ .1 z' }: in 51RUGTUAAL Flu.. BACKFILL. TRENCH. J^UTH SAND ORTOPSOrL AS ~r:::.c.lr-ic.) .IRRf6ATION SLEEVE (LOGATIONS TO BE V1:::1 ~MfNED) COMPA<:., t Q,) 5U66RADE 15" I ., Nu 11:::: - EXTEND SLEeVES 4" BEYOND PAVEMB-rr EDGES. - tNSTALL1X2 RED-TOP; .~.LOGATIQN..STAf<E5' @ FACE OF .YIlALK OR ClJRe @.BOTH ENDS OF ALL lRR.J6ATlONSL.EEYES. HOW ~ 1''' ~ T<::P OF CURB OR J^lALK. -INSTAU... .(1)6" SCHEDULE' 4O.P.V.G.AT'EAGH l..OCATfON. @ SECTION tRf<.1GATION SLEEVlNG SCALE:. 1/2" = 1'-0" SC.ALC:1/21t = .11~t ,I " ~. E,} -e.i in Topsoil As Specified BackTiII Trench Jof\6t.h5a1d Or' Topsoil A!P.I. Specified ,~ o o ,0 o .-4 .0 .. " '" S a & Ji ...S:: ~. ~..-31 .5 E T- E _ =1n . ~ ..- .. PQP4JP 5T"'~y Or~INf<LER- . FINISH GRADElTOP OF MlJLCH . SPIRAL BARB ~. RAIN BIRD sae..Mt!vt:l-OR Nr:p..t;)'v.Q,.I . 5VilNG PIPE. 15-.INGH MJNMJM LENGTH: F<AJN BIRD 5PX . SPIRAL BAAS~. RAIN BIRD 56EMoVd.OR krt<OVED . - frl"igaticn LateralPipe ~JS If.~ 4~' 5PE'CIFIEI:) ..~v ~ :1 .:1 . O~; o frrfgat:fon Main Line Pipe Garripacted'SUbgrade min. . Sand. Bedding' A55peGif-ied 5PAClN6 V .S" O.C. 6- .O.G. ~.'O.C_ 12" D.C. 1F o~c. ROY't aN 2.6- 52 ~ta"" 10.4! 1'3.& SPACING V 1e" O.C. .24" O.C. SO'" a~c,_ 96" O.G. 4&1t O.C. ROJN ...A.... 15.6" 20.e" 26.0" SO.O" 41.5"' II II Note: Minimum. .horizontal'GIea.c:rII..ubetWeen.fine5: :2 inch and smatler pipe: 4 iJ'lGhes 2...;1/2 inch andlar~. .,;...8: 12"inoh~ Minimum. vertical. clearance between crossing .lfnes. '1 inch' .F"';/C'.,t.A:u:=r<AL I. 'I' e.: FYG, 5GH 40 J.c:: OR:.a..L 'MAAI 1='>(.SIr<t-t-1 ELL. ~ ALL BINDINGS ANDeLfR1.AP-FRQM ENTIRE ROOT BALL .0.. ~ \. STF:!tPk 279 ""<0 . t-4 DaVid J.. . Doughc.~tJ .~ ... .... M ~.O.RE-GON .s;, ~C: .~. 4PS A..fv\J~T ) IRRIGATION 1'r<ENGH r:t'\'THROUGH ~ ~ SECTION SCAlI"; 1/2" = 1'-0"' FLUSH MOUN I 1::"0 POP-UP ..~... ~_~. .... C. 'r<AY NOZZI: F_ Sl 'r<tN~ J.J"" .~ SECl10N SCALE: 1-1/2" = 1f-oU ~.. GJ' LA-3 -.. MULCH AS SPEGlrn:::.t.J (T CJ...EAR AT JRUNK) f't.AN.TlNGSOIJ... NlH. SPECIFIED M:I'" J iLLa::r< AND. AMENPMENTS \il 41 "C,.s csl iJ: 1.1. S. az Iii '1 il._ t~:i ~J' i COMPAC J c,., Tvr::atL teElOytJiilOOTBAf: lC?aNl.Y): SCARIFIED sue-6~ 2 XROU'ft:>Al.L DJAM-c.s:::r<:- MIN. '. 1YPICAL-SH~UB PLANTING SEGTION SCALE: 1/2" = 1f-on rBUllDlNG WftLL ~ REVISIONS 1 1-0/1'2109 '2 3 4 5 G'/ SPECIFIED CONTROIIF"R: ~ ~ ~ "--,~ ~ ~ ~~ CONDUIT AND t- filiNGS JUNCTION BOX L- 'CI) 0 (!) ~ W w .0:: :.2.itlo ~~ci ~(/)uJ <(:La <(<(C) >-.~ L I u.. 0:: <( 0- W WiKt.~ TO Kt.MOtt.COtUKvL VALVES 1-INCH CONDUIT AND "II nNGS TO POWER SUPPLY CONDUIT AND ffIIINGS: UNDER GROUND: PlASTlC~ ClASS UI~ FEDERAL SPECIACATlON W-C -1094. .ABOVEGROUND: ALUMINU~FEDERAL SPECIFICATION WW-G-540~ AUTOMATfCCON1ROLLCR FI ~AllON SCAL.E: 1" = 11-0" .FtNISH.~ 10d.~V~ve..eoX YtlITH LOCKING LID 4M CORRUGAn::v PIPE sat 00 NIPPLE .$CHAO' PVC .JJ:'.t: LANDSCAPE AND .IRRIGA TlON-Dt::tAilS .AND SCHEDULES PVC MAINLINE BRASS GLOBE VAl-VI:. 1 GU:Fr. DAAlN. ROCK mH'FfLt~. FABRIC SURROUND 1/01/.2009 .date file d"b. NMA MANU.AL'MAlN 'L1NE DR.AJN. VAL.VE . . . . . '. . SECTION SCALE: 1" = 1 '-a" Date Received: OCT 1 6 2009 ~~c~ Final Submittal (0 (j f- 10 .pQoR;) (,