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Home My WebLink AboutPlan, Tentative APPLICANT 7/8/2009 (2) AFIYA SPRINGFIELD, OREGON SITE REVIE:W SUBMITTAL JULY ~ , 2009 PROJECT DATA AFIYA SITE AREA SUMMARY:: SITE ACRES 0.29 NUMBER OF UNITS 16 DENSITY (UNITS /ACRE) 55.42 BUILDING FOOTPRINT 5635 NEWPARKlNG 2132 PATIOI SIDEWALKS 1092 TOrAL IMPERVIOUS AREA 8859 LANDSCAI?EAREA 3717 AFIYA BUILDING RESIDENTIAL AREA SUMMARY: RESIDENTIAL STORAGE (cf) UNIT TYPE A 184 UNIT TYPE B 408 UNIT TYPE C 192 UNITTYPED 192 TOTAL OF RESIDENTIAl!. OPEN SPACE SUMMARY REQUIRED OPEN SPACE of Gross site area 10% (12,576 SF) OPEN SPACE PROVIDED Exterior Courtyard 1 st Floor Meeting Room (Interior) 2nd Floor Recreation Rm (Interior) TOTAL PROVIDED GROSS AREAS GROUND FLOOR SECOND FLOOR THIRD FLOOR TOTAL 12,576 SF 40% 20% 10% 70% 30% RES I DENTIAL UNIT AREA 490 598 532 508 ENCLOSED 4.110 4048 3597 11755 EXTERIOR 1521 1168 ' 116~ 3857 PROJEC-- TEAM INDEX 7/1/2009 ow \j E ~ A~C- TECTU~_ AFIY A APARTMENTS, INC. C/O SHiELTERCARE 1790 WEST 11 TH AVE EUGENE, OR 97402 T: 541.686.1262 F: 541.686.0359 CONTACT: CARL KERN A~C- T::CT A100 COVER SHEET, PROJECT DATA A101 SITE PLAN A102 FLOOR PLANIS, UNIT PLANS A103 ELEVATIONS cv_ 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 SITE ASSESSMENt OF EXISTING CONDITIONS UTILITY PLAN GRADING ANiD PAVING PLAN _A " )SCA:) :: CO"T~ACTQ~ LA-1 TREEPRESE.RVATION AND REMOVAL PLAN LA-2 LANDSCAPE PLAN LA-3 LANDSCAPE AND IRRIGATION DETAILS AND SCEDULES NO. TOTAL UNITS AREA 9 4410 3 1794 2 1064 2 1016 16 8284 MElLI CONSTRUCTION COMPANY 10 VANBUREN EUGENE,OREGON 97402 T: 541.485.1417 F: 541.484.0524 G: CURT MIELI C-v _ ::~G -~==~'\jG POAGE ENGINEERING P.O. BOX 2527 EUGENE, OREGON 97402 T: 541.485.4505 F: 541.485.5624 JON OAKES MIKE KAISER 1258 _A \j )SCA :):: A ~C -T ::CT 965 DOUGHERTY LANDSCAPE ARCHITECTS 474 WIILLAMETTE STREET'STE. 305 EUGENE, OREGON 97401 T: 541.683.5803 F: 541.683.8183 DAVID DOUGHERTY NICOLE ANKENEY 363 425 1753 15612 /) ~ > Dtt.~O.~rA/ [)DO~q O~~~~~Z~~~~{P"-k,,,AJ1A ) ff Lv 0-.- !4f~1 JUL g ZOOS Ul--- - . AJ:B )LtMl jvt( Original - -0~ n ~ ,,,~ ,- ~~ , J ~~~ : 1 I~" c;ff:) ~, 1 ~~4j '""1 '"Y1 ~ rrln~ II II II .... \.0 ~ 00 o ll'P) 00 ~o U ..... ..... ~o o..n 00 ......., ~~ o~ i! ~ ~ ~ ..... o ~ Ci' ~- 4.) Ii 6lO ~ 11 ~ (f.) ~ = o ~ C'G') .... BERGSUND DELANEY ARCHITECTURE AND PLANNINC EXPRESSLY RESER\IE'S 11$ COMMON LAW COP'VRICHT AND OTHER PROPERTY RlCHl$ IN lHESE PLANS. lHESE PLANS ARE NOT TO BE: REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHAlSOEVER, NOR ARE 'THEY TO BE ASSIGNED TO A lHlRD PARTY MlHCUT FIRST OBTAlNINGlHE ~RlIICJ4 PERMISSlON AND CONSENT OF' BERGSUND DELANEY ARCHIlt:NIIJRE AND PLANNING. IN THE EVENT Of' UNAUlHORIZED REUSE: OF' lHESE PLANS, BY A THIRD PARTY, lHE THIRD PARTY SHALL HOLD BERCSUND DELANEY ARCHITECtuRE AND PLANNING HARMLESS. REVISIO,NS 1 2 3 4 5 en- _U Z~ W &" Z -=::: ,W' _ 0 -=== a:: d:I ffi ~<3:~~ <3: U z9 c.. a:: <f ~ <3:W~~ =- 0 C2 ~ ...J ~ Q;. ~ W en ~J: ~en COVER,SHIEET date 07/01/09 file d.b. JAR IA (Q)(Q)1 11'~iM;'lli__ -I l\ <\ ~ ~ /- OPEN SPACE REQUIRED 1258 SQ FT .. L COMMON OUTDOOR SPACE PROVIDED 965 sa FT I . COMMON INDOOR SPACE PROVIDED 788 SQ FT GROUND FLOOR COMMUNITY ROOM SECOND FLOQR RECREATION ROOM ] /' ~//- ./ //" L 1\ (4'\,' DIAG~M OF CQ-vlMON 0:) =" SPACES ~' ! 38'.0" / r: - 0 - , . 0 ,-v / TAXLOT # 49.00: -~j -' '~,~~!f,:, "'1r~,~, ~'] ~ ;" ~'~ ~7 < , ) ? ) / :~ -:1 ,~ ;? . - 1/32"=1 '-0" (2) BOLLARDS WITH CHAIN ELECTICAL '\ TRANSFORMER (PROPOSED) , , . . , \ '\ ~ ALLEYl = ...J 9 Q. 24'-0" , :t ~ I' ", 'r' . 00 ^ T AXLOT # 4900 .. ~ - = :J _ K~ v 1" ]:J l 1 RECYCLSTRASH r FIRE ACCEsJLANE; ALL CURBS TO 150,FT. 1:.1, OSE BE PAINTEO;~ED WITH WHITE "NO m PARKING" EV":;RY 15 FT. ; SIGNS TO '" LENGTH BE LOCATE) PER FI;RE MARSHAL "- ), " T AXLOT # 4800 " -W 3E . S :H = 37Ft . I ~ I I. I q , tn , , Y30 28 ~ ~ ~ ~" ~. ~ ~ r.- 18 19 I . I T AXLOT # 4700 4 . ~_: ~;~,~#~ ~~. . . .. . ~~ 20'-8" . ". ~ c . '\1 I . MODIFY EXISTING LANDSCAPE AREA FOR FI.RE ACCESS . . EXISTING RESIDENTIAL & ADMINISTRA TI\l.E OFFICES . (9. UNITS) COMMUNITY ~ &D - . 10'.)" 6'-0" #. ~ ,( I ...., 150 FT, HOSE LE/t ' """ .,:~ )',6" .r.. . --.J _ 1 A~A #. ' 26'-0" 't.- '- SHARE~ AC~ESS' D:~ · -........ · : PROPOSED ~EW ] '" ~ '- ,I /,}, IRREVOCABLE EASEMENT TO BE RECORDED PROPERTY LINE '("",I"", XX '. ~ . . ,., 1 2 3 4 5' 6 7 16 9 _ ADAVAN ~ EXISTING · . CHURCH & OFFICES , EXISTING LIGHT FIXTURE EXISTING EMERGENCY HOU.SING (4 UNllfS) C 14 ,/ 9'-0" J "- C 15 ..: , i ~ EXISTING 6FT. SlTE OBSCURING WOOD FENCE . ALONG WEST P EXSITING,PL TO BE ADJl!JSTED ~ - NEW CONCRETE APRON - ~ TO EXISlrlNG GRAVEL PARKING; SEE CIVIL ... TAX LOT #4600 = ~: EXISTING GRAVEL ~ PARKING AREA TO N REMAIN; SPACE . LAYOUT SHOWN FOR PARKING CALCULATIl )Ni PURPOSES ONLY. ~, 1,. DIAGAA v1 OF PROPOS =D EASEM =NITS & PRO,PE ~TY LINE ADJUSTM =NTS ~ 1/32"=1'-0" L' I , \ . ./ EXSITING /' PROPERTY '.,- LINES TO \ REMAIN rT1 T AXLOT - # 4900 TAX LOT # 4800 - , f2\ DIAG'RAM OF EXISTING PRO:) ERTY LIN =S ~ ------- I " ___ " DRIVEWAY TO BE: REMOVE.D EXISThJG RETAIL: C 13 ---------- --------- ~~lli ~ . 8'.0; "; ~ .=-- . --- #. #. 9 8 9 C C~ ----- . --- 12 11 1Q . --- . --- . --- / EXISTING4 FT. _ . CHAIN LINK FENCE . . ',' ~ . . ALONGSOUTHPL ...,r,' \~ .1.......-- . )0-- 'l:t '3 .D _ - - . .::.. - 'l.J u u 0 " - _ / _ ~ ~ . .-, - _-c: ~ L TID BUS STOP EXISTING FIRE SIGN AND PAD HY-DRANT TO BE MOVED EAST 10 FEET - - MODIFY DRIVEWAY' APPROACH PER ODOT AND CllIY ST!ANDARDS; SEE CIVIL " " .\ - '------ - ------ ------ MAIN STREET - -------- . -- - - J~ .~ - .t, .: Cl a 1 c_ ..., -0--- Q :1 ~ COMMUNITY C:OMMERCIAL ZONE . 1/32"=1 '-0" (7\", SITE P-AN ~ ''''' j ~ '-C ~ CO ~ CO '-0 U ~ ~o an 00 ~ ---c ~ .. ~ ~ 1/ r ,1 ol! ~4~ ~... : ~~. a! ~ ~<tO~ o 1 t 5 M~~ III ~T 1 . T 1 .~ Ffln ~ 11 . . . ! I ~ 6 -8' ~ M ReeeiVO,,~ 1 II = '20' -or,'",,:i,'~,f,i , r. J,~: n. ~;> " {, .. ... .II! COMMON i' REVISIONS OPEN SPACES f., . I I' 1 2 ~ 3. r r 4 5, . . . rEXISTINGISITE OSSURING 6 FT. Y CHAIN LINK FENCE: ALONG EAST PL <" .. .... ~.~ ,;f!J . . COMMUNITY COMMERCIAL ZONE '. .. - - J l-r--' ] N.... "l-'\. , ~ )~~A \{] eERGSUND DELANEY ARCHI'1EClURE AND PLANNING n..f\w.x.Y RESER'JES.ltS COMMON LAW COP'IRIGHT AND OTHER PROPERTY RIGHtS IN 1HESE PLANs. lHESE PLANS ARE NOT TO BE REPRODUCED. ...... OIANGEO, OR: COPIED IN ANY FORM OR MANNER nnATSOEVER. NOR ARE 1HEY TO BE ASSIGNED TO A lHlRO PARTY W1lHOUT FIRST OBTAlNlNGlHE WRITlEN PERMISSION AND CONSENT OF' BERGSUND DELANEY AROlllECTURE: AND PLANNING. IN lHE: EVENT OF' UNAUlH",~ REUSE: OF' 'I1tIESE PLANS 'BY A lHIRO PARTY, lHE lHlRO PARTY SHALL HOLD BERGSUND DELANEY ARCHllECtuRE AND PLANNING HARMLESS. CJ)cj ~~ W .. z :E ~. fij g _U-WW ,..." <( ~ ~ U- () CI) .. <("'~~ c.. U- <C - <( W ~~ I'-Z - 0- <( ...J .... If ~W C/) iL~ <( SITE PLAN SITE REVIEW' date 07/01/09 file d.b. AMD ~ 1(0)1 "- '9"=4 '-0 ~ 00 ~ 00 \.c') '\J ~ Bio ~ ~ -ti ~~ o~ ~ ~ ~ t.b ~ 1 o~ .~ t;;;: ~. II of ~~ ~3 ~T~ ~ }) ~ ' ~~I ",< ~t 1 :Li~ ~n J. I I ~, {.. ~ c I /- n /' ..-4 o ~ 0\ S cu ! ~ '\ r ( o 0 n II Ir' ,'- ~ ~ w /*'---...... / / / 1 I I I I \ \ \ \ " , / ..............""---,..,/ !! \I !! !! !! II !! !! !! !! II "'\ ',~ Ii' \ I . }'L'@) I , ~l-' I : I I I I "\ -( <JO '-- o ~ /' ,,----............... / , / " / \ 1 \ I \ I \ I I I I \ I ~_/::=:=:=:==:=:=:=:=:: , . ~ \.. ) 1 / / ~ .',. j J !! ..~.!! ~ ~ Cf) ~ := o ~ "' .... c , II .11 '~ \ ,- :=:=:=:=:=:= ~~ ~ .\.. t ..l (ifl\, . ~ r!! II !! II II ';- ii , l .._ _.~.. _. _._ ........... __ - __' ""'0.. .. _. -"'0 _' _" _......,.. _"_" _._... ~ i- f 1_ j I I I I __...1 .iel. C J" .1 I t: I I I I I I -r--r---------i I ),-T--~, ! I / I I I " I I / I I I \ I .".~,:~ Lt-~~)Q--~ . \, \ ,/ Fl' p. '-:---r' II J:1 /....----..... / .... 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NOR ARE THEY TO BE ASSIGNED TO A THIRD PARlYWlTHOUT FIRST OBTAININGTHE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE evENT OF UNAUTHORIZED REUSE OF THESE PLANS EIY A THIRD PARlY. THE THIRD PARlY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. r .,,!! 11 I I r--- ~I ~ .~ .r7:\ - N ~ 3 :> _A \j -- A :)A ACC=SS B_1: :) :JLAN {5\, - \j - C:> .A\j ~ (7;) - \J \eJ AP.A\J REVISIONS f3\ _N ~. ~ 1 2 3 4 5 1/4"=1'-0" 1/4"=1 '-0" 1/4"=1'-0" 1/4"=1'...0" ..' " , f .. . , . .. ~ . . f, f : L \ /= =\ UNIT A ~ r-- ~ll .' L 1:;'" - - '1l::J !1 ~ =:=:=:=:=:= =:=:=:=:=:1~::: 1! 1\ '. ... \ \I ;; ~ 'I I J' 7T I (j I U I." ~ I'; ~ Viii! ~ <.' I . /'--...., /--...., , I I I "' / \ I ~ : ) ~.. · , . -. ~ ( ~ iii. Ti \_-jj .~Q l- l. ~ .. 3 0, L>-~) ~ L-;G~ \~,~+ ~<:. ) G)~I ;-j .. r:.. '-.,. . ~ ' ..::I ' ~ -\ ! ./= i ~\ UNITA \ ( UNITA C ~~ (~, ~ .... l---t. 1 00' it:w ~~ U , \-.J..l ~j", :_,'='=='='= ""'=='_:0=:'=', J" LLrJ'! 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I i i J -I,ll UP ] f1 I /, :,==~==: l! l . _______. : 1 I =======: ~ [ I LJ L~___. ~ . --------. I f--------. I 1--------' ! . - r-------JU :I I 1 ,,---.... _J / \ "'-rn-r--" \ , r\---Lr.,-f--., 'ml \ . II I I ( .bbl'-::::",.::'L-r/ I ~ l.. l..~ ..J __-"1f-~1._~- ~u'. ~ ~ '~ ~:=:=:: I' I /~--, _J / \ .'CIJ-r--, I . r\---4:-.,..-f--., ,[1J I \ II I I I . .- , - ::::.." .::' L -r / I L. L. ~ ...1 -o--=i' - ___~@ $1.___ '-- OOcj Z~ W - z -==::W I- 0 ..::::: I"V W (!) _u...W~ I'V <(, ~ 0 u... (J).. <(Oz9 a. a::: <( ~ <(J.J~~ -Oii: <( .....I '\'""' c.. ~W C/) u:::L: <(00 1 UP J :I u ~ F'~'-'- ~ --'-" ( i . f1 (' : q rl;'\ ~~J. a 1- _.'" _ _ _ _ _ - - - -0- - - - -C- - - - ,.....- - - - -C - - - - - - - - - -0,.....- - - - - ~ t EJGI I . I . ,,'-_.... , I , / \ ~.~ I IJ.$ \ / I , / I ,__/ I L I I I I I I I I I I L_________~ ~,. F.S. UNITC a 0.0 0.0 CUST. J .....-- / .... / , ! LAUNDRlY ii' \ I ~ \, / ..............-/ J ~ o .~ .~ ~ - '--r~~ - t- -:fr-, ~ - - ~ I I - ""----" 1 I L _ _I:tITCHEN. II ii '::. l- ii ~ !! ! I! () tl II :!II I a , J .., . c.--'~~_ I I I (J~' " ; ,I II U , I /11--,. I 1 Ij; - , " I I 111 \ \ I ~l -\~__)_L \ '-- / , / I =-_/ [0 ! BACK FLOW C -0 C -0 r--., ( I I I I I I I L__..J --- ~ILJ . EJ1 I/:=~\\' ~ . f=4!---i--;----11 '~~ I- \ \ ~j I 1 ~ \, "--, /1 . L. ~""--I' 1..-' ~..; f ~ I STO~AG : =-==--=--=--=- .-- j I. "1/'- I : : : I I t I . I f , I I t I ~ f I I .. f t t I, ~ t ! I t I f I Iff ! f J I _,,_ ---1 ~ :-hl' --.--;--.---v--' J I I I J I J I I I t \ I I t I r , J I 1 I . I I .." . I'I I I I I I " I' I I . ':i ' , r. - 11 (:) ~o !! L II "~~,~ ~..' . \ r~li~ J J ,.Y ~Il I --- a .,... I -I CI -I ; .m.. '-. J' \ "-ta ~_I r ~- /':/::<~"'" + ~" ...., . ~ ~ II .1 I fl_ I " 11 ~ 11 11 II LOI ~BY .. . ~ Ii RECREATION RM ~ ~:= =: ~= :=1l( tt OOFFICE ~. .. IF /' .---- -........ \ m: ... ? ,//~ .... ",,' ///)<'""", -"," ...,.... iI FLOOR PLANS UNIT PLANS COMMUNITY a UNITD /---, I r"" / ,( I I I . i..-J- " I~;,' '-'--// @, GG : ; - - I OFFICE '5 I ! I I J ,7 CJ , 1, o () g- .~l\ .. r~~ 'LJJ .~.., ~ SITE REVIEW t' to -+ ~ date 07/01109 file d.b. JAR = _00 ~ ::>LAN (i/\ S ::CO \j ) ~ ( - ~D = =.RS = _DO ~ ::) _A \j _OOR S \f _A ~ WIO ~ =C ~EA -- ON ~OO V @ O. ~~}8~,1= 1 '-0" 1/8"='1'-0" A ~02 -~~'III 1..1...."l,u...IIi.i4:"II~I'l IJII.I,III~..'h.'ljIJ'Ll"II"'_'__,U~'i4;JII_J-__ .-... . f8\ =~O~T =ACA)=. )AGRAV ~.. 1/16"=1'-0" ~ .~ ~~ "/' c I I 'II " ~ l ' j :3 ~d-:- c; --- ~ I -----"'-~ , (4\" W=.S -=.LEVA ~ o \j (=RO \j ) 12 ~16 ~~ / ~ -~~ ~~ u...u.J -, , '.3 ~ VINYL WINDOWS WITH 4" TRIM J 1 ~ c~ l __I --I (2\, ,::AS- E _EV A- 0 \I ~, l!!l LOCAKBLE CHAINLlNK FENCE GATE WI STIFFENING FRAME CMU BLOCK OR WOOD ~ +11'-6" \.f' T. O. ROOF ~ +7'-0" \:P T. '0. WALL I I I I I I I I I I I 1 I I 1 I I I I I ~ +m-o" 'PI GROUND FLOOR I I I I I I I I I I I I I I 1 \ I 1 \ \ SOUTH ELEVATION 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 . 1 I I I I I II I 'I I I I I I I I '. I I I f 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. WEST ELEVATION ~ - =tASI- =.NCLOS L ~==. _ =VA " "'-...... -,:J i I I i L ,i~___~ ,/ { /r '/ / / , ~ _17:.L / / ;'-~:--'-' f , :J l- ---": --,_.~ ---1 I =1 _J O\jlS +35'-0" r\L TOP OF RIDGE 1fT +32'-4" ~ MIDPOINT OF ROOF V II I I I I 1 I I I I I I I I I I I I 1 I '1 I I I I I I I I I I I I II I I I I I I I I I I I I I I I J I I 1 I I I 1 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 NORTH ELEVATION ASPHALT SHINGLE ROOF HARDIE PANEL SIDING WITH HARDIE BATTENS HARDIE PLANK LAP SIDING VINYL WINDOWS WITH 4" TRIM +19'-0" ~ THIRD FLOOR .~' +10'-0" a. SECOND FLOOR ~' +0'-0" ~ FIRST FLOOR V 1/8"= 1'-0" 12 ~ +35'-0" ~ --~ . ~:, TOP OF RIDGE V- 6 12 ~ +32'-4" ~ ~~ ~ MIQPOINT OF ROOF ~ ~ ., " ~~ ~ ~ ~ -, ASPHALT SHINGLE ROOF I, ... "-" HARDIE PANEL SIDING ....~ ' WITH HARDIE BA I I t:NS LW...L..I .."....., .'."....., ~ ,/ ./" JIt" - l' I~ l- ~> .' f'--Ui'iJ ~ -M ~-- . _ i ~ .'~ ~ . ~~ - J II . "',</ J ;, I I~_ ~_.. ~'_~,l"- -, .,'.,,~,:,~'_ 1 ~ I ~, '. I ~~- L I ~ 1.- /~ i-- '--~L i ~V I. .. l! HARDIE LAP SIDING +19'-0" \~ THIRD FLOOR "f7, + 1 0'-0" .,... SECOND FLOOR ~ +0'-0" ~ FIRST FLOOR ~ 1/8"=1'-0" L_ .Jl_J f~ ~ ~-~: LJ.J F, ~ ~rl ~" \jO~ ~ ASPHALT SHINGLE ROOF" ~ EAST ELEVATION 1/8"=1 '-0" ELEVATION ./ ,1X6 CEDAR BOARDS ./. /POST / ~ ------- " , b I (0 12 ~~~,' 16, ~ . ~ ~. ~ V' .~I ;-'---'r I ,______..l -ir I I , --::;-- .., [ --TJ'.... ..1-. ~J 0\1 :- -, -V' A ON - - -, : _;_ _", 5 ; . ELEVATION l~n . l ; I U - -=- --- : " " b -' ~ <.0 --..) ~ . (6 '\ C - A \j - \j <: = =. \C =. ~ EX ST '>JG .. 1/2"=1'-0" f5'\ CEOA R =E \C =. ~ ?~O::>OS=D II 12 p~6 ~. .~ ~., ",~ V' ~~ HARDIE PANEL SIDING WITH" HARDIE BATTENS: VI~JYL 'NINOOWS, WITH 4" TRIM, , ~ =V:A -...- " "" II \I _ ~--.-.-3.. ...... ......... ......... ;j -"" ,- ........ '.. - . HARDIE, LAP SIDING: "- " , ---- ~ (1'\ SO_ ~ , I -I" I..J..w..J J"lr-t 12 ~, ~~'IO' ' ~., . :/ ' , -. !--r[---" LL_..~. L.U...l..J I ~ U:, ~l'l:T ";"'f:( ci ~ LW...L..I i . "- JJ ,- [= I I I '.I /~ ----. .--:-- I-.-'~ i / I ' _.u._ / / /' , / '7 L" I ..., ...... - ;------- J-~' _m , ,-, --- --------~ r.. , ' ,'_(,1_._"[' ..,._~~ll.L._.,~ ~ ~ ~ ~ ~~: -: Jl ; 'IL,I'l:: : r :,:~ I ,Ill ,,-J.L.1 . '.c .__~_ L ~ .. Ji, a tJ LJ ~ , 1 1 ~ IlL., -2X4 CAP ~2X6 RAIL 1X6 CEDAR /' BOARDS -___POST ~2X6 RAIL . FINISHGRADE CONC. COLLAR 1/2"=1'-0" +36'-8\' dL TOP OF RIDGE V . ASPHALT SHINGLE ROOF HARDIE PANEL SIDING . WITH HARDIE BATTENS . HARDIE PLANK LAP SIDING . VINYL WINDOWS WITH 4" TRIM ~- +191-0~' dL.- THIRD FLOOR V- +10'-011 ~ SECOND FLOOR ~ +0'-0" dL. . FIRST FLOOR V 1/8"= 1 '-0" +36'-8"; ~ TOP OF RIDGE' \'fT +19'-0" dL THIRD;FLOOR V +10'-0"' ~ SECOND FLOOR \.p- FIRSTFL~~~I' ~ 1/8"=:1'-0" ! 12 ~' ~ . //'..~, J JU; " ',' .1 ~/ - ~,,, - ~.-~ 10'/"' ,,~~ M M iJ ;~/7 . --. '~j~.".J ,JliLl,.J ~ "" .',. 'C:.lIhmitts:lJ ..f!:..!rl~~." ,,',' ~ ~ '" 00 ~ ~: ~ ~ '"ti ~ u ~ ~ o~ ~ .~ ~ ~ ~ ~ ~ ~ fJ ~ ~ li J; u ~ o $ ff') M BERGsuND DELANEY ARCHITECTURt:: AND PLANNNG EXPRESSLY RESERVES ITS COMMON LAWCOPYRIGHT AND OTHER PROPERTY RIGHTSlN THESE PLANS. THESE PLANS ARE NOT to BE REPROOUCED. CHANGED. OR COPIED IN ANY FORM OR MANNER VlHATSOEVER. NORARETHEYTO BE , ASSIGNED TO A THIRD PARlYwrt'HOUT FIRST OBTAININGTHE .....UTTEN PERMISSION AND CONSENt OF BERGSUND DELANEY ARCHITECTUREAND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OFTHESE PLANS BY A THIRD PARlY. THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. REVISIONS 1 2 3 4 5 en- _U Z~ W - z -=::: W 0 .=::: I"V jj ~ _u..W~ ",<(~O u.. en .. <( U z9 c.. 0::: <f ~ <( W ~~ - 0 0::: <( ....I ~ 55 ~W -J: LL <(en ELEVATIONS SITE REVIEW date file d.b. 07/01/09 AMD, A 103 l I . ~J-'~ID Wll..AMALAf\E HIGH SCHO:.>L PARK -' GST. --W:...c t; t;l t; SCHOOL F ST lEST f- tI) D ST CST BRATT AlN . SCHOOL :J.. ~ BST J: l- t:! r A ST. ~ ST I ~ SANITARY SEWER /, MANHOLE STA. 0+00 RIM - 458.55' If. - 453S '- -@- -'\ \ ~ \ C~ ." _\ ~~ 1 o SCALE r = 20' Il I' 10 20 I 40 Area Summary SUBJECT PROPERTY AREA: DEVELOPMENT SITE AREA: EX BLOG 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 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 <1096 MAIN sn 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 WATER 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 (ODOn AND IS SUBJECT TO ODOT ACCESS RULES FOR 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. o SITE ASSESSMENT OF EXISTING CONDITIONS o :J m P .POLE r 99096 \\ - a" SAN ill . 2.6' ~\; ..q- (() L{) 14 ~ ~ ( \~ \..'1 C) ~ l i , A ~ <I) ~ 17 03 35 41 TL 5000 I . . . I . I . , . .. I L : I . . . . , . I . I . I I I . . . I . . . I I . . ., * , 3.9' G o a::: o z :::> o ex: x w Lf1 I'--. (j) ~ I ::E ~ ~ ~ 2.1' TL 5000 I ~ ~ \l00 MAIN ST. 17 03 35 4\ TL 4500 s 0: iE Q S 0: $ 1 - . --- ---- ~ -' , , - "-- --',...".........10.'.11- .. A I EX . · DRVWY -$1 (sTl L- -, .....--J... ", rL'W 1)1 ..... ..~-~_:-~~-~....-~1~.~==~ ''''''''''-'''' ,. ". "., ",""""""'~\' ",,,,-460 ~,""""" ," q EX STM MHNO. 1/ I ~ RIM - 460.23 8- If. N-457.98 10" IE W-457.98 10" IE E,;45~:.~_..."." ;___ .,. .."",-".,~___-_.__.,..~_.o;;.----' _'~ "\' . EX BUS STOP SIGN ............ ---..... ---..... ---- ------- ~'" ~~~~- ~ -~~:::::~:::::_ .............. 2/'STM -::::::::::::::::::::::::::~::::::::::::::::::::::-- , ....,.~..;;;;,"-~~""""'u~~ III _~___ .. ---- -"".-~-- ~~ - ~ - -. STREET . --,._-~_..-.,,'--"'--" ' · -2l'STM _ _ HWY. 126 . . MAIN -- --G__ - . - -- --. 2l'STM _ I --. C> --, --. --. --c --- . -- '-- :OLE~0~83]' - WITH STREET LIGHT .00 - ~~SlM , ~~L:NO,-:j G ~ WITH' POWER DROP TO UNDERGROUND VAULT ai " t ~ OIl - \p :OLE NO, 78001 WITH TRANSFORMER - S1M ---.. "-- lit. '---;- TREE INDENT. NO. CD CD CD CD G) @ CD CD CD @ (]) @ @ @ @ <ID @ @ @ @ <ID @ @ @ @ @ (jJ) @ @ , SIZE DBH 12R 12R 8R 8R 28R 12R 8R 8R 3011 IOU 8R 36R 28R 30" 12R IOU 14" 16" 14" 8R 101/ 24" 12R 14'1 8R 1011 14" 6" (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 EXISTING POWER POLE WI STREET LIGHT - -ss - - - -STM- - @ @ 8HI lWl 8 ~ ~ -e- Q] H (j) Tel W G '01-1 EXISTING TELEPHONE MANHOLE EXISTING U.G. TELECOMMUNICATIONS EXISTING WATER MAIN EXISTING U.G. NATURAL GAS LINE EXISTING OVERHEAD UTILITIES r..-.-....'-.. -........-......] f"-......, '-.-----..~ i l '-------. 1 EXISTING GRAVEL TO BE REMOVED .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. '" .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ., .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. , , EXISTING GRAVEL TO REMAIN v//"777,/I l//"/ // l' ,,'/ /. // V/ " ..'/ " l/ / / / " .~ EXISTING AC PAVING TO BE REPLACED WI AC ~~~~ EXISTING AC PAVING TO BE REMOVED Il. , .b . EXISTING AC PAVING TO REMAIN . 'A . '" , t: . . l:> . . po ~ .. ... r:... .' t. .. '" EXISTING CONCRETE TO REMAIN OR BE REPLACED ,.-------, EXISTING BUILDING TO REMAIN L._____... F".."".........'"t $ i Q J l l Ii.. ""........... ~ 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. o EXISTING CONIFEROUS TREE SEE T ABLE HEREON FOR SIZE & SPECIES. SEE LANDSCAPE PLAN FOR SPECIFIC PRESERV A TION OR REMOVAL PROPOSAL. Tree Table SANITARY SEWER MANHOLE ST A. 9+5~.4 , RIM - 460.99' IE - 455S \ -.. -- ",(@) 6" COMMON NAME BIRCH DECIDUOUS ORNAMENTAL ASH MAPLE MAPLE MAPLE ARBORVIT AE ARBORVITAE MAPLE HA WTHORNE HA WTHORNE CEDAR MAPLE CEDAR FLOWERING PLUM MAPLE CHERRY APPLE FLOWERING PLUM FLOWERING PLUM FILBERT CLUSTER MAPLE JUNIPER ORNAMENTAL MAPLE MAPLE MAPLE FLOWERING PLUM ORNAMENTAL ASH ORNAMENTAL YEW SEE LANDSCAPE PLAN FOR SPECIFIC PRESERV A TIONOR 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 10~ ~ rvl : ) ~ (:3< Mt 1 rirJ ~ . on ~, ) \ J .. ....,..a ..c ~ 00 ~ co ~ U :; ~o an ~ ~ ~Ft o~ ~ ~ tb """'" 0> ~ Ci' ~ ~ ~ &3 ~ ~~ ~ ~ o~ ~ ~ ~ lZJ 'a1 ~ o ~ o 0\ '0 C'f) ... rzJ lZJ POAGE BNGINBBRING , SURVEYING INC. 7.0. lOX e. Il1CIHI, 01 ". (PJI) MJI-.- "AI) NJ/.... ; EXPIRES: (;P-JO'-ZtJII l REVISIONS 1 2 3 4 5 o o CO 'llI:t to- ~ ....... ~ 0 ....... 0 0) CD 'llI:t CJ) I- Z w :E I- a: <C c.. <C . a: (/) o -. o .. :z c .... -I !:!! t- u.. c:s ..... z "! - II) a: C') a. · C/) C') o . .. to- t- ..... W · W 0 a: z I- CIJ D- c( W ~ :i a: cC c( lIiII:! en ()..:i" a: a: C\I 0 CO en ~ ~ en ....I ....... W W C\I en :c ....... en CIJ ~ c( <C >- - u.. <C SITE ASSESSMENT OF EXISTING CONDITIONS DATE FILE NO. 4038XSIT .GCD OWN BY MJK C-001 ST ""McKENZIE WILL~~ANE _ fWUAWE I It: - . SAINT ALlCI :: . SPRINGREUD HIGH SCHO JL I G t-T · ~, -wliDDLE ti; ti; ti; . SCHOOL F ST EST l- (I) D ST . ,BRATTAIN SCHOOL C ST I I I l- r- r- eo 0), Q BST I l- ~ I A ST l- :9:: MAIN @ , I ST iE to VICINITY MAP NO SCALE NOTES: ALL TAX LOTS SHOWN ARE ON ASSESSOR'S MAP 17 03 35 41 UNLESS NOTED OTHERWISE. THE SUBJECT PROPERTY CONSISTS OF FOUR (4) T AX 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 ENTIREL Y 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, INCAND CONFIRMED BOTH SOIL TYPE AND WATER TABLE AS LISTED IN THE SCS SOIL SURVEY. MAIN STREET (MCKENZIE HIGHWA Y).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. 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 SHOWN. WATER SERVICE WILL BE FROM A NEW 6" PUBLIC MAIN EXTENDED NORTHERL Y IN THE NEW 7' PUE FROM THE 12" MAIN IN MAIN STREET AS SHOWN SUBJECT TO SPRINGFIELD UTILITY BOARD STANDARDS AND 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. NEW UTILITY SERVICES MA Y INCLUDE. BUT ARE NOT LIMITED TO GAS. PHONE. CABLE. POWER. AND WATER. o --3 ~ IE = 454.21' PROPOSED UTILITY SANITARY SEWER 0.. (:j VAULT PER SUB EX IE - 454.41 ~HOLE STA. 4+68.4 __--::-----t~~~099 ~~.~~.:~~~:~P::-A~~~-A. -l~~~-:-:-~ -~ , ~ NO,. ~~~}~, ~':: .~,..45::;~7~' ,~' .~@. \ ~: '. 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PAD WING BOTTOM WING EX STM MH NO. I I ~ ___ RIM - 460 34 ~ - -- ' WN' BUS STOP ~ ClOSE ,.. RIM - 460.23 ---.. .. _' . Iii - 0 --- _ RELOCATED ~ '" 8" IE. N-457.98 _ 21 IE W 455.19 .. . - - Q 'I --::::::::::::::::__ ___ 2r STM 21" IEE-455J9 5:Y ~ EX'FL=457.5 _ _ . 10- r:. W-457.98 --=====================_ --- S . t r:~"~L 457.6 10' i: E-457.98 ! ~X ;TM MH N~~' ---.. . -::::::::::::::::::::::::: - _ "=:r-. ........-.-. ,",. ,,".. -- 2/' STM _ . CyrlM - 460.33 -- G __ --::::::::::::=:::::::::::::::::::::::::::::-::::::::1;El ___ 21: IE W-455.65 __ . __ . ----::::::::::::::::::::::::::::::___ ---..---_. _ 2r STM . ~ 21 IE E-455.65 . ______ . ---::::::::::::::::::::::::::::: :::::::::::::::::==___ .. ~.. S ...-- -- , -- --, __ , -G ---===-==-=-=-======-==-=-=-==-=-=-=-==-=-==-=-=====-==========='"==-===-= C> ===-_- FFl___________ _ -:~ ~7 . - . 00 ' - · · , ~,P~:No:J ' ~ ~' ~ ~ ~ --~,-------~-~--~:====\~:~R:~~~:~--=======; WITH STREET LIGHT WITH POWER DROP TO UNDERGROUND VAULT -1v SANITARY SEWER MANHOLE ST A. 0+00 RIM . 458.55' IE - 453.47' f ~~~ ~ 1 r o SCALE r = 20' 'I 10 20 "" VERIFY LAYOUT WITH DESIGN BY EACH UTILITY CNW NAT GAS.aWEST. SUB. COMCAST CABLE) FINISH SURFACE III ,111='=1\1 III 24- MIN III ~ --.... ......... 3/4' - O' CRUSHED ORREa~DS =11 = VARIES" -111- ROCK BACKFILL IN _II - Oot-. '. '. ". . 0. = = PIPE ZONE & TO TOP , In :~::'.~::.~# :f.:~'~:::':~:. OF TRENCH. Q A . UMA Y REDUCE AFIY A BLDG SAN SERVICE TO ~~ ~s~~gc1~CilY--<P-9' .:~~:: III ~~to:~~~'\Ee~I~~U~~~~ ~R.rl~~ ELECTRICIAN A Ill"':: . \ \ - T,O FUTURE BUILDING SHALL BE 6- - - . ... TO KEEP MAXIMUM FLEXIBILITY. 6" SAN SWR 2. MIN OF SERVICE FOR AFIY A BUILDING BEDDING SAND 6" SAN SWR U OR PEA ROCK FUTURE SERVICE 2- SCHDAO PVC SPARE OPTIONAL PIPE SIZE. LOCATION. DEPTH SUBJECT TO CHANGE PER UTILITY DESIGN 3- SCHDAO PVC PHONE OR AS DIRECTED BY aWEST ~ ~ SCHDAO PVC CATV OR AS DIRECTED BY COMCAST ALSO SEE APWA STD DWG. NO. 301. AUG. 1996 SECTION A - A TYPICAL JOINT TRENCH NO SCALE o UTILITY PLAN SANITARY SEWER MANHOLE ST A. 9+50r4 RIM - 460.99' P.POLE IE - 455.52' ~ 99096 \\ . ~ Legend I _ .,," __ (EXTERIOR) SUBJECT PROPERTY BOUNDARY WESTERN SITE DEVELOPMENT BOUNDARY INTERIOR PROPERTY BOUNDARY EXISTING ROAD SIGN POST EXISTING FENCE TO REMAIN -0- ~ : EX FENCE ALONG EAST. WEST. & SOUTH BOUNDARY TO REMAIN EXCEPT APPROX 12' ON MAIN STREET WHERE THE EXISTING APPROACH IS TO BE WIDENED. INTERIOR FENCES ON TAX LOTS 4600. 4700. & 4800 AS 'WELL AS THE FENCE ALONG THE NORTH BOUNDARY OF SAME TAX LOTS ARE TO BE REMOVED. Yc )( SEE ARCHITECT SITE PLAN FOR FENCE HEIGHT &. TYPE -*----.- Yr-- EXISTING FENCE TO BE REMOVED EXISTING SANITARY SEWER - .;.... SS - - - -STM- - EXISTING STORM SEWER , ~ j ~ . J_ : i : \j @ @) sm [YlJ 8 ~ ., --- Q] *-+ (t) EXISTING TELEPHONE MANHOLE PROPOSED WATER LINE EXISTING WATER MAIN EXISTING U.G. NATURAL GAS LINE EXISTING OVERHEAD UTILITIES PROPOSED UTILITY SERVICE TRENCH SEE DET AIL NEW CONCRETE SIDEWALK 4" pce ON r CR EXISTING SANITARY SEWER MANHOLE EXISTING STORMWA TER MANHOLE EXISTING CATCH BASIN EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING NATURAL GAS VALVE EXISTING POWER POLE EXISTING JUNCTION BOX EXISTING POWER POLE WI STREET LIGHT IJ1 f'... Q) W G OH , 0' I 40 '" 0' , f"-~----"""--l I' . A. . . I ..,.:1 . "" . ~ ~..:... _..:. _ ~ _...: _ .!,...J EXISTING AC PAVING TO REMAIN r:"~ 7' :"7" -:- :- ...... .T ~ I.. . ..... ..... .. I . . , ; . .. . '. : . ... . . '1 I.... . .... .. ....1 L ....: .:.. _..,.: .:. :... ....:.;.. ~ EXISTING CONCRETE TO REMAIN OR NEW CONCRETE UNDER ROOF 17 03 35 41 TL 5000 ,...------, . . . EXISTING BUILDING TO REMAIN . . . L_______..I 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 VARIABLE WIDTH PRIV ATE JOINT ACCESS AND UTILITY EASEMENT & MAINTENANCE AGREEMENT " " FOR CLARITY. EXISTING IMPROVEMENTS THAT ARE TO BE REMOVED IN THE AREA OF THE NEW IMPROVEMENTS HAVE NOT BEEN SHOWN ON THIS PLAN. PLEASE SEE EXISTING SITE CONDITIONS PLAN (SHEET coon TO SEE ALL EXISTING IMPROVEMENTS ON THE SITE. I -= STM .......... General Notes f\A-c 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL CONFORM WITH THE OREGON STANDARD SPECIFICA nONS FOR CONSTRUCTION (2002>, THE PLUMBING CODE, AND OTHER APPLICABLE STANDARDS. 2. REFER TO THE SITE DIMENSIONING, GRADING, AND EROSION & SEDIMENTATION CONTROL PLANS FOR ADDITIONAL SITE IMPROVEMENT SPECIFICATIONS. 3. EXISTING FLOWLINE ELEVATIONS AT UTILITY CONNECTION POINTS ARE ASSUMED BASED ON A V AILABLE AS-BUILT INFORM A TION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AND VERIFY THE EXACT LOCATION AND ELEVATION 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 INST ALLA TION OF ANY REQUIRED CONDUITS. 6. PROVIDE CLEANOUTS ON STORM AND SANITARY PIPES IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS. 7. 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 GRANTED AS SHOWN HEREON OR AS' MUUIFIED DURING ~1' E REVIEW AS REQUIRED. 8. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING SANITARY SEWER AND WATER SUPPL Y 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 DRIVEWA Y AT MAIN STREET. FDC AND LINE TO BUILDING TO BE SIZED BY OMlID & 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 FLUG ~o~ g:s::; -?(z () .' , () "0 ~ ~ P: P: :~ o~ ---. dZ ',,~o:~' ~:,,:~ COMPACTED :" JOINT. RUBBER OR:~ :.o:~ 'GRANULAR EfACKFILl -.. ".~':"oo OR EQUAL EQUAL .,,"-:' ... 00 <:'0 0 0:, "G 0..,.0 0.... C> 0 :.,00 00 <:::>q<:::>..oo~....o .:(10: 0 .0 DO 0000 0.. . 00 0 00 <:::> ,,000...0.. 0 ~O'O"OI> .0" "'<:::> ,,-<:::>0 ,,0-0 0" <> 0,,00011.... o:t).""~ 0 Q 0.00.,. P F~OM B~G f TO M~~ ..o.oJo 00 .<:::> I ..... 0- <:J 0 0 0 0 ....." 1/ 0 0 <:::> 11~ 00 ~..: .. " 0 co. " ~~ D <> 0 ~ . ....I ....I <( 3= l- => o a.. (/) :z 3= o c \ IMPORTED GRANULAR BACKFILL COMPACTED TO TOP OF TRENCH UNDER PAVED AREAS o :z C5 ...J) 5 , '. FF:E: - ~5: -\ . : ;::~:, -. r CONe. SlTJEWN.K ...... ..~..!'.:.; ..' ......~4. '.~ .....>. A' .....: <-:.:~':.:.:< ~,~ ~/////////////~ .:~ ::'.:".:. "::;:~:..:~:.~:::>~.~.::;::~:::?~:'~:~~~:~:% W//////////////~ ~;~::~ ==:::~'~i~~:~; :,~';:;m;; ~ i ~~~~ ~to , ~ ...-..... ...............AJooo:t}~~o ~ ~~:;::i::~~?: i~:: ::~ ~i ~ ;~{{}:M!it o. [-409,S' '.~.'..' .....:.. )~OtfORt!~. '.. .~. :'. '~'.': eo~ S} <It t> ~2i~t::~;t1S\0~l~;ill{;l.:~~~~' NATIVE BACKFILL TO TOP OF TRENCH IN LANDSCAPE AREAS I \ I .Z I") - ~ '0 .0 . . Q. (). .' ~ ~. 0.0. '0. . If .Q .~.;. " . . o. t7. I::> . o. . './ T TYPICAL TRENCH SECTION NO SCALE ST ANDARD CLEANOUT NO SCALE DOWNSPOUT CONNECTION NO SCALE Fl & I ~ ~ ~vl ~~ (3< M~ 1 cLl~ C1ln IZJ lZl POAGE ~ ~ ~ co ~ co ~ qoooo4 ~ , ~ \J ~ ~i! 0; .~ ~ ~ ~ ~ Ci' tb ~ u s:: ~ ~ ~ ..~ ~ .;~ o~ ~ ~ ~ lZl it ~ rI) o :!1 o 0\ \0 C'f') M BNGINBBIUNG Ie SURVBYING INC. p.o. lOX _, IUGIDlI. 01 ". (PB) 811/.... (tAl) 811/..... REVISIONS <:) <:) co ~ r-- ~ r-- ~ <:) r-- <:) 0> CD ~ en I- Z W ~ . a:: co o -. o ... Z C ..... ..... ~ .1- u. c:J ..... Z ~ - It) a:: (II) a. · en (II) <:) . .. r-- I- ..... W · W 0 a:: z I- en D- ee w ~ :i a: -< -< UJ O:E- a:: a: N 0 W ClC) UJ I- ~ en ..... --- w W N en :r: r-- en en ~ -< EXPRES: 1 2 3 4 5 a: <C 0- <C <C >- - u.. <C UTILITY PLAN DATE JUL Y 2, 2009 FILE NO. 4038YUTL2.GCD DWN BY. MJK C-002 SPRINGFIEUD HIGH SCHO JL G $T. ST ~CKf}.JZIE WUAMALANE ~WILLAMt: I It: . PARK ( IvIlDCLC - I SCHOOL F ST -- . . SAINT ALlCI :: l- (/) I- l- (/) (/) EST I- C/) D ST . BRATTAIN j SCHOOL CST iE I I t- t- B ST co 0) Q :LA :c l- I- ~ ~ MAIN @ / ST ST iE to VICINITY MAP NO SCALE AREA SU If MARY SUBJECT PROPERTY AREA: DEVELOPMENT SITE AREA: EX BLDG AREA TO BE REMOVED: NEW BLDG ROOFTOP FOOTPRINT: NEW. CONCRETE AREA (NON-VEHICULAR): EX AC PAVED AREAS TO BE REMOVED (VEHICULAR USE): EX AC VEHICULAR USE AREAS 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: 45,408 SF 33,205 SF f 140 SF 6,175 SF 0 1,430 SF 755 SF 440 SF 3,410 SF 6,310 SF 2,215 SF 2, I 10 SF 7,610 SF 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 ENTIREL Y 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 WATER T ABLE AS LISTED IN THE SCS SOIL SURVEY. MAIN STREET {MCKENZIE HIGHWAY}. ADJACENT TO THE SITE. IS WITHIN THE JURISDICTION OF THE OREGON DEPARTMENT OF TRANSPORT ION (ODOT) AND IS SUBJECT TO ODOT ACCESS RULES FOR 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. CUT - 650 CY FILL 975 CY EX GND 460.0 8.0' TREATMENT AREA ... ( o ---l 460.60 AC ~ >- 461.10 TC ~59.50r 0... W 460.10 AC MATCH ~~ . ___ ~:~~~~ 1459~T~~\60 T:_\ .'__._ _~~~~~~= __/~~fl~1 "," 'v--~.". " ,:-'. ':' (5::~~__~_;-_~-~--~-_ ----~~------1-----~. :~-:---::-'-~X-~A4~-:-P-A~~~-A'~~':'/-: A " ,-"c,:,,~~~ :~. 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I ~ ___ RIM - 460 34 ~ - -- - _ WN' POTHOLE' TO BE CLOSED RIM - 460.23 ____ ............. 21" IE W-455.19 .f/) q --- - _ _ NEW 8- FL 451.6 PER ODOT STDS. 8- IE N-457.98 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::_-:::::::::::_ --- 2f STM ~455.19 ~ ~ - ~.~, C&~~. ~ -.. ' . 19: ~ ~:4g?~: ./ _ . _', BUS STOP -:::::::::::::::::::::::::::::::_ .. . _, R[,LOCATED ~ EX STM MH NO.2 -:::::::::::::::::::::::::::::::::::::::::::::=:::::::::::::::__ ~ J - ........._, ... ..... - 2r SlM · . Ii /W\l :~25~~65 --::::::::::~:::::::::::::::::::::::::::::::::::__ r-- - '" .... _ 2r STM I jJi ~6 IE E-455.65 --::::::::::::::::::; -- -- S .........-- sw -~~=============~~~==~~=============~=~~=::==============([V~~======~======~=======:;===~~-======== 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. Legend --- (EXTERIOR) SUBJECT PROPERTY BOUNDARY WESTERN SITE DEVELOPMENT BOUNDARY INTERIOR PROPERTY BOUNDARY EXISTING FENCE TO REMAIN EXISTING FENCE TO BE REMOVED r: ){ i~ ,t ---- ---- EXISTING 5' CONTOUR EXISTING r CONTOUR EXISTING STORM SEWER ~ - -STM- - @ EHB EXISTING STORMWA TER MANHOLE EXISTING CATCH BASIN b. ", NEW CONCRETE SIDEWALK 46 PCC ON r CR f'--;;:--------l ,. . A. . . l ....,d. !>o . ~ 1....:.. _...:.. _ ~ _...: _ ,!'..J r-:-:.~ ~::-: -::'~ .:'. ~ .~ I' '. . . .. . '. . . ... . . '1 I' , '. . ',' . . '.' '1 L --= .:. _ It..: ~:.. ..:...: ~ EXISTING AC PAVING TO REMAIN EXISTING CONCRETE TO REMAIN OR NEW CONCRETE UNDER ROOF ~ <;~~ ~ ,.-------, . . . . . . L._........ EXISTING BUILDING TO REMAIN 0~~ 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' II II 10 20 I 40 · PROPOSED VARIABLE WIDTH PRIVATE JOINT ACCESS AND UTILITY EASEMENT & MAINTENANCE AGREEMENT o <0 ~ ~ \7 03 35 41 TL 5000 I , " or """""'" STM - ~ GENGERAL NOTES oCb , 000 O\JO~' <::::>00 f\O$:) 0 W 0. OO~O~ :: ~ 00 ROCK SPASH PAD \)0 og 3: c:.:sOO/4"-6" ROUND ROCK ~O<::::> 0 ~ n~o 24" WIDE BY 6" DEEP 0"..-.,0 I- 0 \...IQ '0 ~Oo 00 .$?~OOO~O O-UoOOO~Oo 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 EXCA V A TIONS~ 2. UNLESS OTHERWISE NOTED, ALL GRADING, PAVING, AND RELATED SITEWORK SHALL CONFORM WITH THE OREGON ST ANDARD SPECIFICATIONS FOR CONSTRUCTION (2008). 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 EXCAVATIONS, SUBGRADE PREPARATION, BACKFILL, ETC. FOR BUILDING FOUNDATIONS 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 SUBGRADE 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 V A 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. DESIGNA TED 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 2-1/2n 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. FRAME & GRATE - 24" .. 4I!J 18" .... fc CONCRETE AND JOINT lPACING TO CONFORM TO APWA SPECIFICATIONS. 3/4~ 3/ 4 ~ r- 6ft --I' /RADIUS RADI~ I 'I.,' -.- . ~ EPOXY T:,':-:: \\ ;: FINISH ~ ~ BOND k '\ : : ~: :\ ~. (GRADE ~ 0.. 5.0', RIM 458.75 TOP RISER - 459.2 - / 3'1 MAX SLOPE (OVERFLOW) , . 4' PVC OUTLET u ~ ~ TO 8' PUBUC STM <:::1 ' e- FL - 4585 /? -. ~ . BOTTOM 4582/ PVC CROsS', " THREADED PLUG BOTTOM -=- RISER 457.5 ....- w :z :::::i >- I- cr. W c- o cr. c- 6~ ROUNDROCK CHECK DAM MAX. HGT. 36 REFER TO LANDSCAPE PLANS FOR SOIL AMENTITIES AND PLANTING PLAN CB BOTTOM 456.5 RAIN GARDEN NO SCALE o GRADING AND PAVING PLAN ....; STD. ... GUTTER END 4" BEVEL J1~i -:-;- ...............<.~ "'w . ,:<f;:~.~~~:;~e/~~ -, PLAN VIEW ...... ~ CURB & GUTTER STANDARD EXTRUDED r :::s::: m rURB & GUTTER CURB \ a.. 00:: o <C:> O::mo //~ ~>-u. y ~ - ~ --~"'~~ / .. . 24" '-1~18". -I / / "---MODEL GDI-IO-HB OR APPROVED EQUAL. . 0 . 1"'\..' '0' ',:;; ; .' i,' .. ;.. T co .<:)0..0 'l . 8" -, "".~ . . . ' . ...... o. ~ . 0 . . r 0 r' . . . . . (/)' . .' "..0. . L.. ' _ 12" ~"e, ..... .::>, . ..0.0.... . r Co --"o"'~' .~'o.~....... :~:~~: :~: : : : :~ ~:o: :~:.:.:.: :~:~D : : : . ~ ;::0: : <Ji: Ii o~ :o":'~:~: :~ : :~:~~ : : :COMPACTED '0'0' . .~. . . \).0'1:)' . . ~. . . . 00 ". 't.>.. ''''':fSUBG,RADE ::~~~ ~~~ :o::~::: :~o~:: :~.: ::~~?i::::. ~~~'~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~ ~~~~~~,~~~~~~~~~~~~~H~ "" ~~~~ ~'" ".... "'..... ,,", SLOPED AREA DRAIN NO SCALE ISOMETRIC VIEW EXTRUDED CONCRETE BONDED CURB DEI All NO SCALE CURB SPillWAY DETAil NO SCALE "i""'t ~ ~ co ~ GO ~ ....-4 ~ tn 0~ ~ V 1 v?'3 rvl ~Z CffJ< ~.. ~~ ~ ~ rr ~ r'yl pcJJ~ Frln, ~ t J u ~ ~~ o~ I ~ ~ ~ ~ S ~ ~ ti &10 ~ ~ ~ ,o~ ~ ~ ~ IZJ [2] IZJ t$ ; ~ ~ :.!:I o 0\ \Q ~ .... POAGE BNGINBBRING 6: . SURVBYING INC. 1'.0. lOX S. IUGIHI. OJ. ". (PH) M1I__ (PAl) M1I.... EXPlU:S: 06-30-2011 t REVISIONS 1 2 3 4 5 0 0 co ...,. ...... ofS ...... ...,. e ...... e (J) co ...,. . a: fh 0 - . 0 en '" :z 0 I- ....I ....I W I- - Z LL C!J ...... ...,. W z . - LO ~ a: (If) Q. . U) (If) l- e . a: .. ...... I- ...... <C w " w 0 a: z a.. I- U) Q. <C c( w z :i a: - c( c( en <C (.) :a - a: >- a: N 0 co CI) w C) - I- ..... CI) u.. ...... ...... W W N CI) <C :J: ....... (J) C) CI) ..... < GRADING & PAVING PLAN DATE JUL Y 2. 2009 FILE NO.. 4038GRD2.GCD DWN BY b MJK C - 0 I) 3 ,~,... ....c ~ ~', 00 ~ . ....c ...... -.n , ....;; ~ (9) 14n.GHERRY (4) 16'i At-r-LE "~ ,Legend (2)15" PINZ (1)15" O~" u ~ ~~ ,',~) I, ~. o~ ~~ ~Tl j :,0) l'~,~ C#) (' ...~ .to '0< ~ " ~t ~vl. I ~~~ ~n~ . . . ~' /' - (:2) 14" PLUM ~ , . , ) \ X \ 0 , \ r "- \ \ 0/ , / - - 9-, /" ,~ '-- --- / ----- ''} ~/ -< / ~. , 'v-~ '" yJ Existing Trees to be 'Preserved (with tree reference number, species and size) Note: Every effort will be made to pre5erve these trees and It is anticipated 'these trees will survive construction impacts. However I the OWner retains the right to remove the trees if th~y are deemed hazardous poot-construction. \ \ I / I // / / -~ ~ / Je ~ ~/ \, \ (5) 10" MAP1..E \ '" I \,/ /1 / I (6) 1.2" PUJM I -- - --" !, . /' / " \~11 ~/! /i --\ .....,. -+- -, -- ~ ~~ 'V -< /r!11-- I r ~~" ' ,/1:: ~;? x~~; / /'/ (I) 14" PLUM. ~ _ "'"'-- (e) SO'I, CcvAR. . .-;;; , . ' C~. , /~r~ ~l;A'~ ~ ~~~~-I-~~~~~-~l/'/J ( ~ I ,\Il\ . \. _. I , Y 1(' -t ~~ , 1J ~ \ J]X J. (q) 28" MAP1..E ~y \ ~, \~~" / ~ \"v' ' ~ L, __ ,~,;71 J/ "'" ~ / ~~ "" o ...... - o ~. 0\ ~. 0- 4) . ct ~ ~ ~ " @ , (4) 1511 CEDAR ~ .f ;-- --. " A II ,f (3) 15" ASH / "\ .....~~ vvv(.,{.,.~/ ( \ \ <.:> ~-... X -5 ~,.. \ /"'''-7 ,.::::...... ~"? ~"' '- ./ f'l/lI\f\f'r' - lJ I, "i , '~ / e~ I z._~-J Existin9 Trees to be Removed (with tree reference number, $pecies and size) --(1) 6"ASH ~ /" ( i S! = := o ~ ~ .... 0$ . 1~'r~ult:CTION FENCIN6 - "'fYP1GAL.. - SEE'-DET AIL. 1/LA-1 ,Existing Trees on Adjacent Properties . ;lJ I If I L[ 1=-)- UP . ,Protective ,Fencing o 0-- I (2) Tree Reference Number which Gorresponds to Existing Tree Index table . t-4 _ David J. Doughe~y ~ ~ ~ ~~OREGON ~', Vc - ~~ 4PE ~~\J~' r~ /.... ~ .', I · I ' (15) e" PUJM. \ (16) 10" FILSt:rc.T ~ ~ - - " CUJS"'t"EFt - \1 " I I ~ . \ I , X \ \ I I \ / "- ./ 'l--~ . . . . I '" 'I / \ \ \ .1 I / /' . 4- - \. '. ^ I ~~\.J1VV~'/4 (10)96" ~ ~ "'v .cEDAR. ~ G~ ')>- <::: <:.~ " C" ~/ I~ -...,~ ~ l ~& ,/ \1 \~l / \ /'" J I '\ " "' /-,-r----= " c-J7 / ~~---- "E:::: j j- ,l.__ / , No. ~es I ~ \ \ "- - '- 1. Tree felling and removal methods shall be consistent with aGCepted ,ind~stry standard~.. 2. The haul route for removed materials shan be via Main street/ Highway '1.26 to 1-:5 ~ 9. Plastic construction fencing shall be installed where indicated on this plan to protect existing trees to remain. (See Detail 1 this sheet for fencing, installation) 4. Protective fencing is to remain in place Tor the duration of construction. S. No staging of materials or dumping of any debris is permitted within the fenced area. 6. No excavation, grading, construction or landscaping activity shall take place within tree protection areas without-the approval or the ArGhitect. i. _ At tree 'protection areas, ir'rigation plans wiUbe designed to 'minimize tree root ,damage. Trenches shall be cutradislly (not perpendicular)-to rootsysterns'and piping layout will minimize impact on roots. Irrigation lines shall be 1,2" deep in protection areas of trees to remain. 8. At tree protection areas, no root over .2ushallbecutwithoutapproval by the Landscape Architect. AU roots 2 inches in Gliameterandlarger :mustbe cleanly 'se,vered using',an approved saw. Cf. At,-tree,proteGtion areas, no ,root6shaU'oecutor"tornduring,trenchingwith power e'luipme,ntsuch as backhoes or trenchers. utility :lines and irrigation piping shall be installed by hand digging, tunneling under rQotsor.ue>ing pneumatic ,excsvationas necessary, to avoid c,uttingrpcts4" .and larger. 10. See sheet$ LA-2 and LA-9 for Landscape Plans and Details. ~'4~ / ~<\ I \ + I oj / . 0" --- : t..... x (13)90" MAP1...E (, -7 I fA J ..,. 'J = a.j, ~i,1 3' a~~ .b &. QJ III .1 1t" I " ~ " i 'P A ----- .-L_ ~I '" ". f: '. " C_ '" .~ ~\/ "J/ o (11)'10n HAViTHORN I (17) 24" MAPLE u ,/ " rY- (12) e" HAViTHQRN o . u (1e) 12" JlJNIr-c<. I ' ~ r . - , (14) 10" MAPLE le-1A/', [\ { ~ / \,~ \ / J " \.' I " ....... " _~L:--/ - I I/~ ~ u+y \ u '( '- -0 0 \0 \ ~ L . 1'ReE, PRu I cCTION f;ENGlN6 - lYPlGAJ- - SEE PET AIL. 1/LA-1 I // '" \ (\ IX ) l--~/ u I ~ } 2/1 . (1q) 141J MAPLE I' REVIS'ION'S. / / -0 0- 1 2 3 4 5 \ (20) elJ MAPLE ~,~:"'~" I Pr~tiveFenGing . .-... . (see PIal) /.".'~ "-.. r ./~ .~\- \!~I ,. ) \ t I - J J ~h' '/,I ',~/' ,""'~..... /. ' --- ~. I '." \ \, ,},/ ,,~ Z. - :- Critical Root zone Tree to be ProteGted . ~ en 0 1- ~ Wz.". ,W, ' " a:: ~ttlo ri:~ci <( CJ) 1 c.. . w <(z- -,u.. <(<(,~ ~:?Z - -- LL. a:: <( c.. 00 critical Root zone (CRZ) ~ , 6' Metal .,... stakes proteGtive Fencing J....ocate at edge of where shown. No . fenGing r~ujred over existing paved SLlrTaGe5. .. y 6' ,L 1 max" befween stakeS I I I I I TREE PRv I t:CTlON FENCING - lYPlCAL -SEE L/C I AIL. '1/LA-1 I '-- I I ' j :(21) e"MAPLe I I ,6'. maximum ~ between stakes ...,' ~ E ~ .'- " -, _.. -Orange poly safety Fencing '.6' Metal ,.. stakes ~ Sidewalk ~ne. Of, Protection i.. "'"} " Q t2 Planting strip --c c -, I ~iJ '-~J .------- , u I '~ I ' Tree Protection Notes 1. fIlo soil gra4e changes 'or c;oU't'GCtion shall take place within the protective fencing. 2. No storage of material shall be allowed within the protective fencing. . 3. Protective fencing i5req,uired as shown on drauings. 4. In the proteGtive fencing, no root 'over 2'" shall oeGUt without approval of the ArchiteG.t. Roots shall be GUt with approved 5a>>5. No roots ,shall be GUt or torndurfng trenching With power equipment such ,as, baGkhoe5 andtrenGhers:'-Wlity tines shall beJnstalJed by hand digging or tunneling under roots. as necessary. to avoid cutting roots :r and larger. q ~+)( ~ & ; . --- . (. 1 1 " " "n<t-~ .-r<.un::CTlON FENCING -DIAGRAM ~ N~T:.S. --- ~ TREE PRESERVATION AND REMOVAL PILAN J r ~ 7) , I .Ex.sting Tree ndex Trees to Remain (6 total) Ref. # Tree Size and Type (1) 6" ASH (16) 10" FILBERT CUb I J;:1< (17)24" MAPLE (18)12" ..JUNIPeR (1q) 14" MAPLE (21)1 en MAPLE: - - \ Trees to be Removed (15 total) f<.ef. # Tree Size and Type Ref:. # Tree Size and Type (2)14" PLUM (10)96" CEDAR (3) 14" GHERR.Y (11) .10" H~ORN . (4) 16" APPLE (12)8" HAVrrHORN (5) 10"'MAPLE (19):3011 MAPLE (6) l2ttpLUM . (14)10" MAPLE (7) 114" PLUM (15) e" PLUM (8) Iso" CEDAR (20) eu MAPLE (Q)I28" MAPLE Tree Preservation & Removal Plan I~ ,3 date 7/01/2009 file d.b. NMA - - CD ..... - o 2 5 10 SCALE: 1- = 101-0. 20 ~~C1 B b SBETC, , 2 TITO 3,GT !1,AIJC, L/ ' ," , . . . .~3~$MAC . .~06NMXP "" ' A ^ -A ':VI "",,' '!'. " ... .'$i\' / / . '7 ) /-~ - ;I~'~ ' . ~, \' " fAdJ(;,j seT 4,BETC, ,:A.'.L.,.L."J5,': Y , ' , ,.q R-F6 J.t CfSP6F I:t SRF6 1 III 0 iMPG J.t SSr'V J.t J.t . , $G05J J.t I 2,EUAG. , ._ 4MAC '~-' ~' u .U , : ~ 'I 6 9 LAM - n . 'L~ / , / / : t t~S S LAM / I 4,~FTC, 6RHU . 1 .Pr.CG -I .S PU:: I \ '. ~ ?~. . I / " ~,', "-, " / /"'- ~ , "" I / [. ! ~ld~--~1~1,~ U - : . -.~ t :7 . · . I L u UP 5 HOr- . / I$F j .. J.t u J.t . EXlST~J..ANPSCcAP1N6 TQ REMAIt.-l - PRUNE 'TREES AND 'SHRUBS AND ReMOVC AU.. .~ AS DlREGlW - RfSTORE GRAPE ATDIS-ruRBED AREAS AND MULCH ENTIRE t:>t:V u ROOF OVs::r:.HAN6 - lYP. u l;l a ~ : f L __./ r!-- : t " , << ~ "" . . -. . . ---- -1 Ac.r'S t >:.. . .. . : 'C: '.~' ..' ~ . I \ > . . ." . . . J..AY'IN' .... .4 aJF .' . ' : ',. :J . I > <0> :. . . . . . '.: . ., .' . '. ~ . \. ^ r" I" '. -- - -- - - - I" of l:l ,. I :(", I r- - -~ ~ I ,J I "~ "" ',! I ' - ~ .~ I I ~~ "" ,'~ "" - I) , ~ ",. / "-l/ J.t. . . 1It~ / ; << . l:l :a LI " 1 I I !~r- I, 'I · . r .' , I. I '. . -~I- - - - -:~ ~(t<:~, :",:' \. /"-- t ".. .. 2lCHO / SGIP t . / I : 1.C,H~ t: . . ) . .-;: . . ).' . ~. {1 '. . . . . Q -- -- - / ~;},.---,:-----=-=~ -- _.~ tt' =I / . / / / .:I Sij--? l:l n --~r- -g / fL- .:I ''y'-' ::t . ::t 'd u a (/~ + \,,- y u .~. //J~J) - D I ,"" .!:. / ' "" / 4vb / ?RF6 . "-- ; :t ::t Q.PROPo:,LV · DECIDUOUS T'Rt-.-t.:; 1 C,IP : 1 :1 Q J..EG,ENP (""" + ~ EXISTIN<.? 11<' .-" TORE;MAlN 1 HS . ./ [ n -, A. -, A, - ^ - . RIJG i " ~: 5;6F~ ... tt. ~~\~~~"~ " H l:l II :~ I I ~ I : ~ <<t (5 ** it: ~ ~ 6ROUNDGOVt:l<. (RUe, UNLESS N(J I t:V OTHERV'USE) - : t PROPOSt:.LJ CONIFw":'OUS TFQ::t:S ."'- :-\ -+) :. . o~ :~ SHRUBS : ~ ,: . FERNS I, .. I CXlSTIN6 L.ANDSCAP.1N6 TO REMAIN - PRUNE I~t=r<? 4 SHRUBS AND REMOVE AL.L Yit-r-I./S AS DIREC ICV - ~T~ <?RAvJ; AT DISTtJ.~1=D AREAS AND MULCH EN I ~~ BED STORM~"It:r<. PLANTIN6S (CAD l)NI r,-':) NUlw dn.n;R~Se) tt. b 6ROUNDCOVER (PC, UNL~N(Jl t:V OTH~E) ---- :. ---- --- I / --......." j ------ ~--------- ---.~ + ~ t:, ~i_~ .Landscape Plan - Site Review. Only I:t J.t ~ :: \ + J.t -- ------ -----.:....-. --- .... 'II' 'II' 'II' 'II' I I --b-- I I r-~ + + - ------- . -- ----- --'''-''~_~~ I ~ ~J--~ - .. ..- 'd - : t ". c...... ""'^ ';'':0:1 f........ .~..~ ;~-:,.::.~ ..~.~~:~ 1f<R.16A I ,t:V ,LAl^lN Q : . :1 : 1 1-ANPSCAw-'E A~, eLJMMAFtY -\- " " TOTAl-SITE ARf:A TOTAL L...ANJ::)5GAPE AAEA "'~GENTA6E OF L...ANJ::)5GAPE AAEA 125~6~ FT ~ ,$G FT 2;.896 ~ ~~ o a- 0-- C) Rec1\i~TH 8 NOTES: ---.:. ~- .. . ,. < > , - , 1. SEE SHE!:: I LA-1 FOR' i t<.EE PRo. t:CTION 4 REMOV ALPLAN. 2. St:t:'$Ht:t:ILA-3 FOR-LANDSCAPE 41RRI6ATION Dt:IAILS,PLANT '6GHt:JJUI '1=e, ANDPLANTIN64 IRRI6A TION:REGUIREMENTS. 9. SEE GIVILD~IN6SFOR STORM~I,t:r<.FACILITY(R:A.tN ,6ARDEN) INF~MATlON. \ 'MA I N - o 2 5 10 SCALE: 1- = 10'...0- STREET 40 20 ...... ~ '-'> 'CO ~ .00,' ~ U 0 ..... " .. an ,A; '~' ~ 0-. ~ : 1 ~ ~G ~~v, "I _ ~ ~~ ~ ~, I :9~.~~ cn< ~. ~ II t; '" II en ~ = o ~. .fI'j H. II. . t-4 David J. Dougherty ,~ U ~~ OREGON, ~,' , v~ ~~ 4PE A:~J5 Ii! W~ · · .s f Ii i 3j, II: Q i.,! '~I! ~ REVISION~) 1 2 3 4. 5 z o C) Z_W WWfl: ~wO - fl: 'ft fl:~O <( CIJ .1 0.. .', W <(~u: <(~C) ~>Z I __ u.. fl: <( 'a.. CIJ CIJ - LANDSCAPEPL~ date 7/01/2009 file d.b. NMA ~~c,& SHRUBS AJJG BetC CT CIP COSt EUAG EUF HS LAM MAC )\If,",,', NADC PIF POM RHU SAR $PP SPGF VA(;B '10 'lIT 2. 11 lS 4 ~ 8: 20 2 11 2ft. 12 16 1~2 lb I: .116 14- I1s 114 COMMON'NAMe . ,AGe....c.ir~inatum. AGer palmat.um ~u' GhatriaeGypaf'is obtusa Fraxinuslatifolia , Tma~~ Vine Maple, Goraleark Maple HinokiFalse ~ess oregon'Ash' ~i1verUnc1en , Arbutus unedo 'compacta' 6e~eri5. thunbergii'Gtim~ll f'.Y9mY' Ghoi5ya ternata Cistus, purt'Ureus COrnussericea 'isanti' Euonymus a1ata 'Gom~' Euonymus fortunei 'Emerald Gold' Hibiscus syriacus J..avendula angustifolia'Munstead' Mahoniaauq,uifoJium' 'Gom...~ta' Hyri~ Ga,lifQl11iGa Nandina domestfca 'Gompacta' I Pieris Forest Flt:me' , POlystic.hummunitt.lm Rhodoc1endron 'Uniq,ue' I sarGO<:.OGCa ruscifolia I spiraea Qouglasii .fSpiraea bumalda '60ldflame' IVaGGinium Gorym~um ~Iuec.rop' VaGGinium ovatum viburnum tinus 'Spring 8Ouq,uet' Strauberry Tree Dwarf,,~~rry, ' Mexican orange Orchid Rockr05e .lsarit.iRed:..06ier :PO(i.tlood COmpact Bumi~, f3Ustl Emerald Gold Euonymus ~se of Sharon Dwarf English J..aVender COmpact DregorrG. ~e P~ific~.~yrtl~. ,", c.ompac.t Na1dina Forest Flame Pieris SWOrd ,Fern VniGlUe RhodQdendrQrl I Fragrant SarGOGOGca l~tern spiraea IGold Flame Spiraea I BluecrQp Blu~berry I Evergreen HUGkIebc.11 ~ I Spring Bouquet Viburnum c$1ROUNPCOVERS AND PERJ:NNIAt-$ CAD EGM FC HO PEAH RUG RFG le" O.G. 1Cf 12" 0'<:'. lS S le" O.G. 1c:r Garex densa EGhinac.ea purpurea 'Magnus' Fragaria chiloensis Helleborus .orientali5 Pennisetum alopercuroides 'Hammeln' FtubU5 calycinoides , RUdbeckia fulgida '6oldstUnn' Dense sedge Magnus Purple Coneflower Beach ~tra.vberry J...enten 'Rl>5e Hameln Fountain Grass creeping Rasberry Goldsturm' BJack-fi:Jed 'susan . . ..... ". . '. . --.'" ... M1N."SIZE:COMMENT5 6'. ht., tS" cal. e' ht. , '.21& cal. 2" cal. 5 gaL 2.,(481. 5 gal. S (481 15 gal. ,sgai ,2 gal 4' ht. 1 gal. 2 gaL 5 gal! S gal. S gal. l~t I!? gal. I S ~al. S gal. 2 gal. . . ..Is gal. ~ , 19 gal. Is gal 1 gal. 1 gal. 4" pots 1 gal. 1 gal. 1 gal. b gal. GUY ~IRE LANDSCAPE STAND~ A.50IL PRePARATION , ~,.AFtEA5 1.FINlsH~J=1 F=VA TlON, OF Sl)B-BASE TO ~E e" MINIMUM BE1..OJ."i Fn:-a~ED GRADE. 2.. TILL SlJB6RADE"THOROUGHL Y TO A vel- tH OF e" MINIMUM PRIOR TO PJ..AGJ:MfNT OF T~. 9. PLACE e" MINIMUM OF .IMPOR I cV SANDY LOAM OVER TlI I a=r;> 5U66RADE. ADD 1S-5-1o-10FERTILIa:r< TO TOPSOIL .AT A RATeOF20'J.SS. r~ 1000 SF.'ROrD-TlL.l.. AMENDMENTS AND TOPSOIL TO A vcr I H OF e-10"- MINIMUM. . multi-:5tem.. '1346 single stem. B4B;matGhi~.'fuli siriglestem. Be. 'rrial:Ghf~. full ,Matdling. full~ Be J~1~(;hln~.: 'imp'~,;t",pJ;P ~prQX. 6ft.. matching~full matc.t1ing,f1A1I matching. full. staked matching, full matGhing, fUll m~hin.9. fun matching. full matching. full matchin~,full matching, full lm~hing. full matching, full~ staked .. . lmatchin(d. full matching. full ,m~hin9.., full I matching. full l matching, full matching, ,full rn~hit:l,g.:~n I matching. fun l matching, full matching. full ,matc.h,ng. full , matching, full matching, full' matching. full matching. full matGhing, full II ! STAKE$A$ 5PEGIFU:l? - Ev'EN1..Y SPAGEl? (2) EACHORNAMENTAl..ICONlrc< ,~ (9) EACH SHADE ~ -- ~OVEBURLAP FROM TOP 1/3 OF ROOT,BALL CURB ON .ASPHALT ~-l .. . f,~~" . .,.:t"';;.. ::..,.~ .....rt1i .. '" .. ~ : .;: ....-. '.. I ~ - .. ':0-. ........ ... _<'.... .."'.. ~'\... : .~J~ f.l.. ~;.~~ ~~~~~" IU r Z, '\I) I .. F"J..ANT '~,eGHf!J:)UJ..E' 'KEY QT'(.,60TANIGALHAME: 1Rt:t:S ACC: '5. Acps 2 GHO 9 FRLA .,2 ,TlTP ~ MULCH '.AS SPEciFIED (:i" c.t.eAR ATt'FWNK) CONGRs: IE: J^lAJ..K OR CURB PLANTING SOIL ~ GRADJ: COMPAC... I CL.I TOPSOIL (BELOY\l ROOT BAU...S' ONL.Y) Nu I E: MARK ~,rf SIDE OF TREE AT NU~Y. ROTATE~TO FACE~lrf ~EN PJ..ANTlN6. @ .~~hI'd'lTIt-{($,A.TP~IN?~ . AD.JAGENT PAVING - ,- - ---, . - . j -. .. - ... 4' .. .... ~... "..a -,,- ";"_,=-:':,..:_-':'::---:?C~,:.;;:~ 2::".' ~ ""J. -i- I Z X in STRUGTlJAAL. FIJ.J.. ,;B~l<F1LL ~~ITH SAND OR TOPSOIL .AS 5PEGlrll::v IRRtGATIONSIRM: (LOCATIONS TO BE VE:' cr<MlNED) GOMPAC...I r:v SlJ6G~ ,1?" , NOTE: -.EXTEND Su::eye; 4" BeYONDPA~ED($.ES. - INSTALL 1><2 RED-TOP.~. J.OG.ATioNSTAI<Es . FACEOF,AAU<ORGURBOBOTHENDSOFALL IRRIGATION SJ..EeVES. HOLD ~ 1" ~ TOP OF Gl)~ OR ~ ... INSTALL (1) 6"$CHEDlJLE 40 P.V.G. AT EAcH L..OGATION. ~"",', .?;)"... IR,," RIG, ,~TI9N?L~ING, LA-9 SECTION SCALE: 1/.211 :: 1'-011 SCALE: 1/.2" = 1'-0" . ~ s:: - - E E _ = in d) '"'"" <r.- PLANT BE'DS, 1. FINISHED ELeVATION OF SUB-BASE TO BE 1e" MINIMUM B~ FINISHED GRADE PLANT BEDS ANt> 24" MIN~ AT PARKINGISl..ANDS. 2. TU...!.. SUBGRADE THOROUGHLY TO 'A Va-I rf OF e" MINIMUM PRIOR TO P~ OF 'TOP$ou... S. PLACE 1e" MINIMUM OF IMP~ I cV SANDY LOAM TOPSOIL 0'v'J:Ft. Tff I, R")~~ ADD. 4" OF ORGANIC MAl ~1Al.. AND 1S-5-10-10 r-~TlUZER TO TOPSOIL AT THE RATE OF 20 r I=':Ci, rQ'llO. 1000 5G't FT. ROTo-TlLL AMENDMENTS 'AND TOPSOIL TO. A Vcr'l H OF a" MINIMUM. . , , . . 4.f'ROVIDE S" OF. SH~OED FIR BAAK'MlJ1..GH'OVER ALL PLANTSEDs. S. PROVlvi:&.) ~~W e::>C?J;" TO SJ:PARATE.J..AffiSANP F~ Bfi:D? STORM~rrt:rr.. ,FAGIUTY (~IN GARDEN) 1. PLACE 1e" MINIMUM OF IMPQR,I;V $ANOY 1..OAM T0P59~ ~ SlJ6-BASE. /JIDD 2" OF OR6ANIG MAl ~1Al.. AND lS-5-10-10 f-~TIU~ TO TCPtOIL. AT THE AATEOF 20 I ~~. r~ 1000,SGl~ FT. ROTO-TILL. AMENDMENTS AND TOP5OlL TO Avr::r tH OF ,eM MINIMUM. B. PLANT MAl c<1AL 1. PROVIDE ONJ;. Y HEAl..THY. FULL PLANT MAl cr:JAL AT $~ INt)1CA1 CV. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY J...ANDSCAPE ARGHITE'GT. 3;; PLANT LAYOt.rr TO BEA.-:-:-...oYED BY LANDSCAPe ARCHITE'GT.~ TO INSTAU.ATION. C. SOO AT'LAffi ~ 1. IN$TA1..!.. AYCORPING TO MANUFACllJRER ~IFICATIQNS~ 2. cONTRACTOR RESPONSIBLE FOR MAINTAINING $(.;vvcV AREA THR0tJ6H EST~I ISHMENT. S. FtC-SOD BARE AREAS.AS NECESSARY TOAGHIevE FlJu. HEALTHY~. IRRIGATION SYSTEM REGUIREMEN.~ 1. GOMPU::J E: IRRIGATION DESIGN ~LL BE 5U6MI J J c..i FOR BUILDING r~MIT. 2. SYSTEM ~Iu.. PROVIDE HEAD TO HEAD ~GE AND SEPARATE ZONES FOR DI. ...........eNT 5OJ..AR ORIENTATIONS. HEADL.AYOUT ~IU. MINIMIZE OYERSr'F,^Y ONTO PAVEDSURFAGES. 9. THEMAINLtNE ~Iu.. HAVE MANUAL. DRAIN VAL.VES. SYSTEM ~L.l.. BE vr-~J t:V .AlJTOMATIG.AL.L. Y. 4. Y'JA, J::1< ME: I ~ ~Iu.. BE SHARED Jl'lUTH DOMESTIC LINE. (SEE CIVIL~) S. BAGKFL.O~ PREVeN I t:f";.~LL BE LOCA I t:V IN BUI1..DING ADJACENT BfP FOR DOMfSTlC Y'JAn::r<.. (SEE CIVIL DAAJl'UN(5) ~I J:::I"l'.PROOF GONNEGTION 90:-I)'.,lGH ,LINEAR 1..EN6TH OF ~RE. ' GOIL.EO 1'0 TAG - AAIN BIRD VIDC~IES VA1..VE BOX ~ 1...OCK1N6 ~: 12-INGH SIZE#BR<mN 1..JOS IN PLANT BEDS, GREeN 1..JOS AT J..AffiS rlNlsH GRADElTOP OF MUJ..GH REMu I E: CONTROl.. VALVE: RAIN .BIRD 1....:.r~D 9" PVC 5GH eo NIFP!..E NIBCO T-11S GATEVAL.VE ~ \~~~~:::~ ....'~ lLEN6TH ,A$,Rt:QJIRED) \ ~ PVC MAINLINE PiPE Arr~ FIL:,~ FASRIG . AT AU.. vr-crllN6S OR H01..ES ~.... .~-;S;:"..:~;--t.~...;o::.~,~~--:=:;::~~'t":;,;..~~~ 1N'v~J CL.I VA1..VE BOX SUMP Y'UTH LID :,;>;,.... "'#-C_-C ----...~<..:..~..~'='_.....~..:....:.w 1*~';:'!6'~~~'Si,.~~~~~~~-.,;: PVC LAI ~ PIPE '" ==~FIED~IM @) AUTOMATIC, CONI r<.OLV AL V, E . . ' " , . SECTION 5C.ALE: 111 = 1'-011 min. Topsoil As Specified Backfill Trench ~th sand or Topsoil As specified .-Irrigation Lateral Pipe , PQP-UP SPRAY 51-~INI<lJR , FINISH GRADElTOP OF MULCH 'SPIAAL.BARB FII=3Q~. RAIN ,'BIRD SSE MODEL OR Af-rr<Ovt:V , S~N6 PIPE# 1~INGH MINIMUM LENGTH: RAIN BIRD 5PX '.?lRAL f3ARB.1=1 f?ql^l# ~BIRD SSE MOvd OR Jt;, ,'r<<:1v~ PVC lJ\1 ~ .rlt""t: PVG 5GH40. a:' OR ELL 'M~5~rr.1 ew- ~ Irrigation Main Line Pipe COmpacted'SUbgraae . 5andBedding As SpeGified @ JR.RI($A TIQN I r<fN(:,H THROU~H L.AY'lN SECTION SCALE: 1/.2" = 1~-oJl @ FLUSH MOUN'I c.) POP-UP Sf-'~Y N077LE SP~INKLER SECTION sc..ALE: 1-1/.2" = 1'-0" ADJACENT 6lJILDIN6 OR EDGE OF PLANT BED \ o o ot o ";c ~~~ 8 8 o o ,0 ~ ~ ,.~,. ,0'.", , '. o o ~, .. SPACING "*D" saO.G. 6" O.G. c::r O.C. 12" O.G. 1Sft O.C. ROJ^{ "A" 2;6'" ~.2" ~.8" 10.4" lS.0~ SPACING "D" 1eN 'O.C. 24" Q.G. 90" O.C. 96" O.C. 48" O.C. ROJ^l itA" '1$.61& ~O.8M 2.6.0" 90.0" 41.5" f1"\, .. GROUND COVER CPAC.ING DIAGRAM, . ~ PLAN NTS ~~ ~~l- IDz:t: -I.... \I) l-~iil Ztf):t: :S~'~ o..flju.. M~ \f)::) :z ~ ,~)(R~LI?~ PIAM~~ CJ'<. - MIN. '~,4, ~ TYPICAL.. SHRUB PLANTING, SECTION (BUILDING WAll--1 ~ . Gr ,SPECIFIED CONTROLLER: ~ ~ ~',~ ~ ~ ~~ ,CONDUIT AND FITIINGS .JUNCTION BOX ,WIRES TO REMvl t. CONTROL VALVES 'l-INCH CONDUIT AND ...luNGS TO POWER SUPPLY o n l~'~ ~ I :...:L. :",) t/ VJ ~.,~ 0< M'_ ] ~Tl . T . =Qrl II II '=, ~; t'" ,~ o~~ ~t ;t '~~ ~~ ,~.. ~) .t it -2~ o,-t -c~ t~ ~~ It .... ~ '-'> 00 ~ '-'> . .... . ..... an ... ... ' Q ~ ...... o ~. .~ S Q a. . ri II~ .w G ! (I}, ~ =- o ~ ~ ... ~\ST~)~ .~' ,\~7~~ .~ U~D~7 ) ~ ~. ~~~OREGON$ 4.PE A.~(j~ . REMOVE ALL BINDINGS AND BURLAP FR.OM ENTIRE ROOT BALL MUlCH AS SPECIFIED (201 CJ..EAR.'AT "I'FWNK) 'PLANTING SOIL JIVf'H SPECIFIED ~I ~ AND AMENDMENTS \il .sf ~, fA .I , II i; \fiX !a~ I · ill l$it ~ COMPACol w TOPSOIL. (Bao~ ROOT BAU...S ONLY) ~IFIED SlJ6-6~ SCAL.E: 1/2" = 11-0" REVISION~) 1 2 3 4 5 z o C) z _ -JJ w 0::: ~dio - 0:::,. . , '- O:::,C <( en .'1 o..ZW <(. u:: <( .... ~., C) ~~Z I.L ~ <C 0.. en en - CONDUIT AND,t"I'IINGS: UNDER GROUND: PlASTIC. CLASS III. FEDERAl. SPECIFICATION W-C 1094. ABOVE GROUND: . ALUMINUM, FEDERAL SPECIACATlON'WW....G;...540. AUTOMATIC CONIK9LLE~ '@ FI ~ATtON 5CAl..E: 1" = 1'-0" ~, FINISH G~ Note:MinirnUi'nhoriZdntal cleara1Ge between lines: 2 inch .and smaller pipe: 4 inc.hes 2-1/2 inch and larger pipe: 12 inches M,inimiJrn verti~1 cle~~ between ~r05~ing Jines. 1 inch 10" RaJND VALVE BOX ~ITH L..OCKING LID .. .. 4" CORRU6AI Q..I PIPE 5GH. 00 NIPPLE SCHAO PVC I &:::I: PVC MAlN1.)NE BRASS GLOBE VALVE 1 CU.FT. DRAIN ROGK ~,FILI~ FASRlG SlJRROIJND @) MANUAL MAIN LINE DRAIN VAL VE SECTION . SCALE: 1" = 1'-011 LANDSCAPE AND IRRIGA TIONDt:1 }\ILS AND SCHEDULES date 7/01/2009 file d.b. NMA ~!Ac'~