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Home My WebLink AboutApplication APPLICANT 1/14/2008 (2) ( \ f--.J \ \ v \ ; 'Z/ '> \ 3>(>s \ ': x/>( \ 0- v/) ~. IXI x/'''-./ ~ : / '" /~ \1* ~?'" X ~. ::/'<...~. / ~"J~'.-.~'; / ; '<,X/ :.-x /'< ..x "- ::)( X ;'<< ~.X:X :.XXy; 0~ x ['88 ~ ::X) , x, /"- r ~~ /~ X) !>>c If :~ " / ' / ! ~ " ~ l ~/ L_~: / \,/. J (' "y ~ ~ ~ = CONFRENCE EMPT I ",,\ 1 '">( v- - L~OQ ROOM ROOM " )< 8:: & ~E 8A THROOM- :! =%- /6.25 'x43.5 , 20'x43.{ X ' n? ,. &.' HALL . <<< /\ ;-, / v,~,/'~R~ff~wC&f.~/ky/~",,/ //"~/"xXX:'~' ",0'0 /'< ~ :, <) : ~/. t>;{)R.~./ /"'./)(/5Z 5',^-/ ./ /'> ~ / / / v./ '0' \ . '0 I \S',. '-.J5~ ',I' y" '..... /)(/./ / ./x....... / " '...., 0....." /,/' ,,::\~ ~ \ :~,_-_': /\<0":-- '^ .... f.)< , 1-< X / "- / X' X x iQ ,/~ -' 1~ \\ ,: - X'\"..1' I \>" . Ix , /" __ "'\1 / ,/\ / Ii \.. / ,/ .... / ': "\ <-: X . Ix Lv,~~1-< EXISTING WALK" 4j '<1' ',. :::: :?' , , \. \. , " , , , '" ~ -.~ i I '''\~ G . M. <1 .' .4 <$ ..0 7.4 \;' '-1 \'x ,- . i. . ... ' "if', '4. ' . ,_, / t i~~-^:>~ vQ / -, \ .I I ~'0~~ ~c,J8.;!o;~0 ./ .J .14. · ~.\. ....//// / tx ~ b,,, G I _ / WJ ~ .J V.... " '/ J \ ,// / ."'-.. RIM=475.60 \../ 4? Q . .~<t <=::J..... '0 ':;>' I.{) i!5 '/6'-_____ /\<'0' ~. ~ ~ I "'. . " \'x _::. ) X X I X """. ~'o' X , c '" / 1~.g ~ ~'-:-"" ~ " " " ".~ _-."/" " v " "4;, ~ _/..!l fr _ " .'~" ,"~ _ U _ J ~,,~" ,;\,," ~ ~ -/--T----~- ---.-T-------~T------T--- ------T----~-ill \><;?-> br1~ '0'? · ~.O~ ----.- fo~ , ~ ~ '\ .;1;..... / ~1_.----;-o:; ~ "\...--6" SA~ -------- --~-----------------------------------_2 ~ ~ ..~A1~, / _ X Y, -, Xe<. 16" W " ...~...-~-.. I _41. -EX. 16" W . EX. 16" W- ., - - -EX. 16" W. , - L '""' '\ txCP '475 ~ <0':;> 1~,1.:.i1 >.. ,?:>Vy _\ 476 1 c:... ~ 1-0) ~ ~ ?> ~ ./ ~ '::>~ ,\'0' be / ~Vy' . j€>,'];.J <'0' ~ ^.V:>' / <'o~ RIM 476.79 / )/ ... ~.. .'\.I'~1.. \ ,.J>< ,,< ,\~ ;"\\-l\\.,,,."~'\.\.~~~~~~~~~" , ~~"\ '- ' \'~ ,l'x\ INY 47029 . .... .. "' ..... "/" ..... ..... " " , " " ..... .... ....... " " "\ , " " ...... , " " ~ '- ... .... '-... ';""'''''' ..... \. .." .... " \. " '\ " '\ "" "' " '\, " ... " ..... ..... '\. " '- " " " y\.' ..... " "' '- ..... " " " ...... .....~... / .. " ,,'\"\.. '\ " ..... " " ". '\. \. " , , '. ..... " '\. ...... " " '" '\.. " " ".. " l .'" i; .. . . . .. . .. .. ... '" " , \.' ' ~ /' ~ .. . ... " "" . . ~ 3= .. '" '\. ..... ..... " " " "' " ..... "' \.. " '" ,,-, -, "', ....,,,....,, a.\ '"" ", ..... ...." ""'........... , '\. .... " '\. .... , ...... ........ " " " ..... "\ '. ..... " " \. .... ...... " " " "\. '" v\. ~ ~ ~0 ~ '11'~6~ ~ KA~H~~Y~ AVE. IV) 4.. -...... . - - - i- - _ __ ,? ~ . '? f!i P 01,. c:0v <o~ )...... /~" '0' ,,\'0 C),. cv /\.'0 't.>. ~ . . ,,\'0'.:'\ 0 <:'> ~ . <0:' /\<'0 " :\<'0' <t ~~... , , , , , , , , ... "\ ,,,\<i)~ , , , '.' ') , "\ , , , '<t)" , )~ ' , ... , , " ' , , , , " ... , , .... , .... , .... '. ' .. , , , .. , ~ '. ')/'~/ '\ .. '<;{ ',. .... -k, " '. ''''::- ' , .... "\ , , ....' .... , , .... " 'Ix ').- O~, " ... , , , .... " "~, , ')(' " .... , '-' , , .... , , , 'Ix.'\ ' "\ .... ...... , , , , " ,~ '. J~" ... , , , ... ... ... ... , , , , " .... , , .. .:0" , '. '.' .. , , , ':::-? . .. . .>~ )( , tx() ~ 6' /' ~ ~~ . '6~ 5?" _~~..::.... ()~. '\ G 476,",~---~ 0\..~ ,/ lx' 7' . 476,18 .J OIl;. -475 '?~'\<0' v/''' ;;!:~~ "- . ~~...;:v -:\00- y "AlE>. <0 ~' l><:'\~C r.. /\ - -- .-. -~ -:-.{'--,+7\; h.. ,$'c) ,- SAN MH C;y, 474 _ . lx . /'7 ' t. '47~ 475- ~ .. . , . ,\<0~:7~ ~~475. . , 475.5 .. ~~!~,. l><~, cP 473.84// '~~~475. '~"" ~. J.. <1/.-'11:: *-"'-"'-"'7-"'~. .4"">1:;: .'>~. 4'7A--. ._-_...."...,-..__._'~.: B SA -_.\,~~ ~/\. $.("'-~-....' -)('-8' SA'" . -.,/,.-__ '2..._--.8" CO.t~, ..'""': ~.'~~ .~. ."/'0 . .----. .... . .. 1..........'\ """v 4 4 0" "v~...;'<..VY-'-- '1'-- \,( .n -:~,J.:" \ !xl.,' :) ~ ......s 1'\1'1 '+ J ~> ...... ~." -.... ~../''\..~. - -__l"'I"- ~___________________"""I 'I )If"l- -=---..........:-~\C.. ) - - -T- -/(.,. '.':<'. .' - - - -...:..- -'--I -So -~- _.....'2'-1~-:- T-.~ t - '-- -T- --r '\.... \/..';:'-. '~;;::_:::/~7 -?Y-. qj- -'S-T- _ _ _ ~CULV47.c; . . <') (~"---____. ~ / ~ 1,,:1\) 1<11<,9 '10'" <S ,,~J475 415.3'+ , 'j;. 415.\ .. _ ~--:"Z:.~ U",'" ~<<y - - - ;{i"'. - - -T - -15.5 - - - ~ -T- - '- 30-rrJ-- - ~ - - /,,~'\Q~ _ -T- _475_ _ _ _ _--=---=--=476:=.~,_ - -0HP- ~- - - - Jr.. - - -OHP- - - -~ -"J~ -OHP- - - - ~-OHP- - - - - - - -u- \..\:~HP- - - - .7'oH"p--llJ'f !1':;;'''111/~_ - (_L~"":"" - -OHP- - - __ _ _ _ _ _ -OHP- _ ~ _ _ _ _ _41S, lx,_ G~ .. T , ----=-..7"' _ __ " ~ j- ,,~""X SANMH,/"C ~O X (e 6 OHP---. -------co;yv-----OHP-----------------.;')D-- ,,"':> q0 to () R/M==475 9~ be1' . (j y <0' ^ ~ V)' . :J :: ~'o to <:'3^.' ~.;:. [I {) "- 0;) , tx V \ 1.JJ r 1 ,,\'0' "Y)' ") ~ ~ ,cj"'" ~ \X ~ ~ ,,) r""'l ~ fi: ~ l'-~ 10 ~ ~ [ I ~ lfl 2 ~1~~ X_H_ >~""'. '0~ ~ X ~'9' ">s.. t;x.'P ~ X "\ k ~ X "\ lx' ~ X tx k to X \X Ak ~74.00 473.00 (..,. '0. , x 474.00 -173.0u , \ () \'x' tx"" -ill 47~.UU s .... .;.j ( ~ I1l ~ lIi i 6" ~ '0 ~ J: II) ~ ~ S1- ~ /'t GRAPHIC SCALE 20 0 10 20 ~ J. ~ ( IN FEET ) 9,4.; o ~q I\~~ ~ ,,0 ,/' /', Q~ 1-'? c,Yo ~~ , ...'\() . ~~ J -A 74-~ -7"-- I.', -l,,~~' :~~, .-', ~....(. ),. lx t0Y)' 1,' ~<v t);:> ,?'vO ~0 -- ,/<::> -'+1 j-------r, / Ix ". 474- . 1'0' . Ix ASPHALT PAVING jt'OH SCO'l"l' CAHV~rH SPRINGjt~~'LD, OHft'GON (IV lx '? 0v() ~0 v,<,O /, 6,0' CHAIN LINK FENCE ..... ~{"Y 0) &<v ,\Y)~O 1\, 0v \X '? ,\v0 . ^0 t>\,O ,\v . )( {J,<V "- 0 tx. c,'v "\ /. . '::> lx 0'<.:/ :1<:>' '>.(-<.: I>r /, ". .. ~;." ..... " 1.~ ',: .~, , , " ., '" " "' " " "" "' " " " , " " " , '" . ,.. ~ \, , , " " '. l,l, ~!;:.~I ',' ~.( 'Ul\'}. . ./ IX ~~1~ !x1'::>' 'v ~. ~ ~ '0'9 ~ ). X "\ '0' ~ <?> - '0' ~ X GENERAL CONSTRUCTION NOTES: () /"v ,\<'0' ~'V' ' Ix 0-"<' --I '. XG V~/~ .................... --.........:.... 4- 7f5,.....~. ~" /- x,~ ~1/~'o' X ~~~/' ------...:..- 476 ".>s~ A. ALL MA TERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WA Y OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS" STANDARD CONSTRUCTION SPECIFICATIONS.. IN ADDITION TO THIS SPECIFICA TlON AND. PLANS. 8. ALL OTHER IMPROVEMENTS THAT WILL 8E PRIVATELY OWNED AND MAINTAINED WILL 8E 80UND 8Y THE CURRENT REQUIREMENTS OF THE STATE OF OREGON STRUCTURAL SPECIAL TY CODE. PLUM81NG SPECIAL TY CODE. AND/OR CITY OF SPRINGFIELD 8UILDING DIVISION REQUIREMENTS. C. LOCA TlON AND/OR DEPTH OF UTILITIES SHOWN ON PLANS IS APPROXIMA TE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATING OR · POT HOLING.. THE. ONE-CALL. NUM8ER IS 1-800-332-2344. D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINA TlON WITH UTILITY COMPANIES ON THE TIMING OF INSTALLA TION OF THEIR FACILITIES. E. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWA YS (M.U. T.C.D.). CURRENT EDITION. AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK. · SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES. - 1997. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. F. THE EXCA V A TOR MUST COMPL Y WITH THE PROVISIONS OF O.A.R. 952 G. ALL SANITARY AND STORM SEWER CONNECTIONS TO CITY OWNED EXISTING FACILITIES (PIPE. CA TCH BASIN. MANHOLES. ETC. ) SHALL BE INSPECTED BY PUBLIC WORKS MAINTENANCE DEPARTMENT. CONTACT DENNY WRIGHT 736-1010 NOT LESS THAN 48 HOURS PRIOR TO WORK. H. SPRINGFIELD CITY CODE 10.2.1 REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE TCI CABLE INSTALLA nON. I. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE PRIOR TO BEGINNING WORK. J, ALL PROJECTS SHALL COMPL Y WITH THE AMERICANS WITH DISABILITIES ACT SUCH AS INCORPORA TlNG DESIGN CRITERIA FOR HANDICAP RAMPS. MAXIMUM PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS. UPGRADING EXISTING HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION IS OCCURRING. AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR . LANDSCAPING AROUND MAILBOXES. K. ALL JOINTS BETWEEN EXISTING &- NEW ASPHALT PAVING SHALL BE SEALED WITH POLYMERIZED ASPHALT AND SANDED TO PREVENT PICK-UP. L. COMPACTION REOUIREMENTS: SUBGRADE - .95% T99 CRUSHED ROCK - 95% T180 ASPHALT - 90% RICE ./ " ./ " ./ " " " " " ./ RIM = 475.40 BENC1lJIARK DATtI.af CITY OF SPRINGFIELD DA TUM, 37th ST. & KATHRYN AVE. N. BOL T FH. N. SIDE. ELEV-477.28 X ..... /\<'0' tx "- '0' ~ X . ~ ~. ~ X RIM = 475.30 /.~ / / // /\<0 t< /./ // ~; <'0' ~ X e:,X '0' ~ ./ / ./ ,. '/ ./ ./ ./ / ./ ,:;>'? ~ X HI - HEA VY INDUSTRIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET. ON THE NORTH. EAST AND WEST OF KA THRYN A VENUE. THE SOUTH SIDE OF KA THR YN A VENUE IS LDR LOW DENSITY RESIDENTIAL SEE VICINITY MAP) " " ~ '0~ /~ ~x 7 ; RIM - 475,80 . ~ ',/ " ./ " ./ ./ ./ " "':> ~. ~ X " ./ " ./ " ./ " E ]~ \x ,\<'0' \x X () .<$0' tx /~- 6.0' CHAIN LINK FENCE Y)'? tx"'" X 6 \S' ./ / / / " " ',\'0' "\x- X .I " .I " " ./ EXISTING BUILDING TO REMAIN 17.280 SQ. FT. 90' x 192' x 26' HIGH F.F.E. VARIES 476.1' TO 476.5' " / .1) <0' ~ X ... ./ ./ / / ./ / '0" '0' 000 <S-/ \X /\<'0' 1>< X " ... '0~ to X ./ " .po. --....! {tl ./ " () /{o' lx ./ ./ / " / / OWNER APPUCANT ./ \ X A;15. CARVER FAMIL Y L TD PARTNERSHIP 10709 SW HERON CIRCLE BEAVERTOM OREGON 97007 BRANCH ENGINEERING INC. RENE FABRICANT. P.E.. S.E. 310 5th STREET SPRWGF~LD, OREGON / ./ .., / / DBSCRlPTION TAX MAP 17-02-30-43 TAX LOTS 6400 & 6401 ElJ,.)TING USE WAREHOUSE CONTIGUOUS O~l:I.I..t' TAX LOTS 6400 & 6401 1~ L E 1~ t :r '0~ ~ X :~!t' ('-~ :: ,,\,..1 . ~ XIX :: . <'oj. , - tx"" ~ . . ;;j( ~RIM'475.50 ir . ,4- , " r HI - HEA VY INDUSTRIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET. ON THE NOR TH. EAST AND WEST OF KATHRYN. THE SOUTH SIDE OF KATHRYN IS LOR LOW DENSITY RESIDENTIAL SEE VICINITY MAP) co <t)' 1\ $'. " "X~ R/M=475.10 7 CLOSEflI hCLOSETI ,8.5'x5.5~ ~ pB.5':5.5' STRDT ADDRESS 3654 KA THRYN AVE " '-:~\ II FLOOD PLAIN BASED ON MAP NO. 41 039CII 61 F EFFECTIVE DA TE JUNE 2. 1999. THIS PROPERTY IS IN ZONE X - AREA DETERMWED TO BE OUT~DE 500 YEAR FLOOD PLAIN. SIZB 01' DBVBLOPJIBNT ARIA 52.715 SQ. FT. ~ f 1== I I I " " " " / ~';414.8 ~/, C ZONING ,- J JlE'I'RO PIAN DESIGNATION c c c ./ /' " l '/ <0 ,,' k ~ " ./ " " " " <:=2\ "X "\ to< ' c::::> \X SOIL TYPES AND rATER TABLE: TRANSIT FAl,.u.JTIBS THE NEAREST BUS STOP IS LOCA TED A T 28TH ST AND OL YMPIC ST. x ~ '0' . o " ... " " " " ... " ,,- .I (76) MALABON-URBAN LAND COMPLEX WATER TABLE IS GREA TER THAN 6 FEET. BELOW UNDISTURBED GROUND SURFACE. (79) MCBEE SIL TY CLAY LOAM WA TER TABLE IS 2.0 TO 3.0 FEET BELOW UNDISTURBED GROUND SURFACE. TIJfB OF TRA. VEL ZONE: ,-, "- , (Q' , lX' ~< THE WELLHEAD PROTECTION AREAS MAP ILLUSTRA TES THA T THE SITE IS WITHIN THE 5 YEAR TIME OF TRA VEL SOLAR STATEMENT " " " ... ... C ~"""'.!.' ,~~ ,\Ix~ I - ~ tx .....) ,,< " ,: c c c NOT APPLICABLE -. NO SOLAR REQUIREMENT IN HEA VY INDUSTRIAL _ "Lu f'...::::l ., Cl. V) ,,\'0' tx )(- ., ....... ~II :E to <\J () () , OLYMPIC 81: ~ '- .: ... ------ --- -----.... -----. ..... - co CI) :t) ;; ;; ~ :Eo 1i; ",-g. ~ :E N) ~ .,", ~ '1'- V) N) N) . .r- CI) ..... :E .t:: .t:: CI) <.0 - - .t:: to... ~ ~ 0; 1'0 ~ i :E f~ ZONING H'- HEAVY INDUSTRIAL L DR- LOW DENSITY RESIDENTIAL 8 APPROX. L TD BUS STOP LOCA TlON VICINITY MAP BUILDING CODE COJIPUANCE SCALE' 1"=1200' APPLICABLE CODE: 2007 OSSC 2003 UFC CITY OF. SPRINGFIELD F-I BUILDING AUTHORITY: OCCUPANCY GROUP: SITE DATA TOT AL I'~REA. ....,..... EXISTING ZONING" > , , . , , , . EXISTING USE '..,.,....,. PROPOSED USE. ASSESSOR'S MAP No. . TAX LOT NUMBERS. . 24.947 SQ. FT. HI . .. .. . .. o, .. .. o, > . .. , . FACTORY , . , , ,. , ,. . (F -I) , , . , , . , . . . . . , . . > . , , . . 17-02-30-43 .. '..... '" .'.. 6401 SITE COVERAGE TABULA.TION TO TAL BUILDING AREA. .. .. .. .. . . . . , . . . .. ,. ./7.340 SQ. FT. (ALL APPLiCABLE TO PARKING REQUIREMENTS) VEHICULAR & OTHER IMPERVIOUS AREA .". OPEN SPACE & LANDSCAPED AREA . ".., TOTAL AHEA 33% 66% 1% 100% > 34.982 SQ. FT. 393 SQ. FT. 52. 715 SQ. FT. ADJACE1,TT SITE COraRAGE TABUlATIOl'T (ALL APPLICABLE TO PARKING REQUIREMENTS) VEHICULAR & OTHER IMPERVIOUS AREA, _.".,. OPEN SPACE & LANDSCAPED AREA '...... SW ALE AREA & DITCH AREA , .. ............., ...... TOT AL r'\"~EA 22.87'7 SQ. FT. . ! 38./77 SQ. FT. o,' .4.038 SQ. FT. 165.092 SQ. FT. 14% 84% 2% 100% .PARJwvG REQUIRED: OFFICE ~ 7' !/300. 2800 SQ. FT: 10 SPACES WAREHOUSE FOR MANUFACTURING & ASSEMBL Y 1/1.000 AT 14.480 FT2 · 15 SPACES TOTAL REQUIRED: 25 SPACES TOTAL PROvIVED: STAND,,;/O SPACES: A CCESSfBIJ:' SPACES: BICYCLES: 1/3.000 FT 2. REQUIRES 24 SPACES I SPACE 5 LONG TERM I SHOO T TERM 6 LONG TERM PROVIDED: CUT Ie if.ul, QUAlvl1.1'USS CUT' /70 CU YARDS FILL: 0 SHEET INDEX SHEET CO SHEE T CI SHEET CI.I SHEi~T C2 SHEET C3 SHEET C3.1 SHEET C4 SHEET C5 SHEET C6 SHEET LAI COVER SHEET EXISTING CONDITIONS. DEMOLITION PLAN TOPOGRAPHIC SURVEY SITE PLAN UTILITY PLAN DITCH GRADING & UTILITY PLAN GRADING. PAVING AND STRIPING PLAN CIVIL DETAILS CIVIL DETAIL S LANDSCAPE PLAN SHEET I SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 1 DESIGN ~~EAM / RENE FABRICANT, P.E., S.E. RE)( BETZ, P.L.S./C.W.R.E. e-mail~ rene@branchengineering.com e-mail' surveyor@t>ranchengineering.com BRANCH ENGINEERING. INC. 310 5TH STREET SPRINGFIELD. OREGON 97477 PHONE: (54/) 746-0637 FAX: (54/) 746-0389 DA VID DOUGHERTY, LANDSCAPE ARCHITECT e-mail: davidd@dladesign.com D.L.A.. INC. 474 WILLAMETTE ST.. SUITE 305 EUGENE. OREGON 97401 PHONE: (541) 683;..5803 FAX: (54/) 683-8/83 UTfUTI( REPRESENTATIVES ~ UTILITY REPRESENTATIVE PHONE (54/) 342-3661 EXT. 8376 (541) 744-3707 (54/) 744-3715 (54/) 484-8507 (54/) 744-3756 GAS (NW NA TJ ELECTRICITY (SUB) GREG STIFFLER ED HEAD TONY T ALBET HERB SUMNER BART MCGEE STEVE GRAHAM DENNY WRIGHT STEVE GRAHAM (54/) 726-3665 I (54/) 736-10/0 (54/) 726-3665 40 TELEPHONE lOWEST) WATER (SUB) SAN SEWER (PRIVATE) SAN SEWER (PUBLIC) STORM DRAINAGE (PRIVATE) STORM DRAINAGE (PUBLIC) FmE AL GERARD (54/) 726-2294 . DENNY WRIGHT (541) 736-1010 ...... '-,~ .;.:. m z o i= Q. (/)0: Zo (J) OLaJ Vic -> z w-Q a:::!!! > LaJ 0:::: ad ~ C Q:: o · L..-~Lu --::::.... <.=> V) "<C Q::- :c: n...- :c: 0 ~ ........ --- ..... >- Lu :::>~a::: · l&J ~ a::: :t: 9 ::t Lj ~ ..... la.J V) ~ ..... (j :<( G: 2: i=: --J ~c::: ~ 0 0::: '<( ..... i:: I.. G:J::h~~=~ ~ la.J 0- 0 It') Q:: a:: ...-.. -, <.r)U to a..- u 0 o V)t", g: -<tV) ~ V) ~ '-J . <:.> ~ ........ a tW o ~ 0> ~ .~ co tW CD ~ ~ ~ o .rot J.4 I ~ ~ co CD 00 ~~d ~ r--..... ~ ~---tW 0 ~ = d ..... 0> .....,.. CD -+-> 1O,.d as '-'" () .+J d :><: ~ J.4 o<as 0 -+-> tW r_ J.4 ~ CD CD - ,.Q .,~ CDJ.4r--(I) ~ !'i 0 CO) d J.4 - co ..... E-t 00";06 ,.d1)I't1 -+-> ..... co ~ f1J ~bD~,.d ~ r:.:.. d ___ () ~ ..... .... ~ -+-> OJ.4~~ () .... ~ aD J.4 ~ C') r.n ,-",,.Q J.4 -+-> 00 ... Q..() ~ · 1"-4 ~ (J..) (J..) ~ · 1"-4 QD ~ ~ ..Q <:.> ~ cd ~ ~ ~ DATE 30 OCTOBER 2007 SCALE DRA WN BY DESIGNER 1"=20' JLB RF CHECKED BY PROJECT NUMBER SHEET NO. CO RF 07-1944 1 OF 10 SHEE:T(S) -utcC>S- . . . ..... . .... J> . .... 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" .(~ rJ.<V , 0 k0'" "\ /. <::> \x OV :1'9' ,\/A..: br /, "" \: " " ,. .,.-:;" I ': ," " " ,'..( ~ , '\ ','~ , , , , , ~. , , , \. , , , '~, v.:\, ,', ,', " ~/V' \X~ 0",0 ~~ ,\/..<...0 /, '~'lIQ H v A,'V ~ v I ,,''',~Io''''',' , - ~~... ~, , / Il( ~~1':> ~1~' t'.k C?V 1),-:-' 0'0 ~~ 4 _, ~~,,:0 1.4. 7 "'~ 4.74 :- ~ --J{ - - 5. ,,~~{ \x C'- vy ------'=--.......,-- -- "+ 7 .:; '><;---7\,~425 ;, -.... ; ~? ~ ~ x ~~ to <0':; to X <0'::> ((y "\~ - '17b"'lx r9-- " ~-'---' X v L~~ ~ -~ ~. 4~_ \ RIM = 475;40 <'/Sx' \.)" ~-- ~~ ~10"'':' X ~. ...../ K ~.//. . RIM = 475.30 ~ "-~ . /1 "X ,f <0' // ~ iQ ~\ / /// .J ^ VJ' 'N") N') o tt) " " ~X ~. ~ ~~ ~ X , ((:). ~ X 89.3' .I' " " " ~y ,,~ "X T ~ RIM = 475.80 I .. " ,<0 ":)' ~ X \x <0' t><' \>< -3<< ~ <0' \>< C;) X ~ ,>0 1\<0' G /' "", "~~';".' "'X""" ")0' '\ '\' "",' ~fO..SJ , . / " ;; :~.s /, /y>( V., /(: Xv; ~: ~; ~.~~: / .' /' ,,-.~ y .< / X .:"0' X/~; '- /'<..). /x...y><,,:: X.'./"X:. 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A:1~'S, 75.30 ':"\><'00 10'--_______ tx'v A-1 J' ~ to <0 " . --u- ~ '- : "1,> CJ \>< 4,. ~ ~ "\ ,,\'1:>' tx . - /, s.? < \x .;y \X'? '\ / SAN MH A: Q X -6 0 () ,,\'1:> 1.0 ~ <;:> RIM=475.95 A-1' ~ (j "\<o~~ ~~ 1\<0 [I ~ (Q \X ~ '?' ~ ~. ~ v~ ~l ~ y , r1 v- I ) r~l ~ l"-M ~ [I ifJ. " " ./ " " " \x >\fo' Ix X " .I' " .I' '1:> <0' to X " , \ ''\. ~ >\~. ,,\>< X " " " EXISTING BUILDING TO REMAIN 17.280 SQ. FT. 90' x 192' x 26' HIGH F.F.E. VARIES 476J' TO 476.5' 'N") d N) " .I' , " ~'? ,:.. X .p. '-J ('1 " " " I " ./ " " " " .I' \ X A1:>' <o~ ,:.. X r \) /\fo' \X f... 21 :~ .- ~ ::t - ~ '0 I.t)' I\. . -L '-1' J ,~~ . -I .' J '1, X -I <0' ~ . :;t ,:. ~RIM.475.50.il , 'T~ ,- , (~ >\~' tx X Co? ~ " ./ - 79.9' "'--- i - --- " !:~\" I ;~( .I' ./ U--:-' 0>"'1 . ,~~L- ....-..A ~ OFFfCE O~ ~ /5'x9.75' 1<9..y'~~~ Cg~J::NtE ---,0;== ROOM BA THROOM-::! '-= ~ /6.25'x43.5' HALL ~, l~ " " .I' " ~< : f. ~J ;, '47A.8 ~/, C ~' c c ,. :1 ,-". c r "I' <0 ,,'\. /\\><' \>< _ L..-_ .I' ./ ./ " " .I' " ." <=s I\X '\ \x. c::> Ix X \>< <0' tx"" ((:) X~~' ~ ~~ :j :-, " , f' ,,\((:). ~t , .: "'" tt) " .I' / " "" " " 71' 40' 1.. - - " , C - .~~ ~\><~ -I-~; -< I: '" c c c L{) 4)' " ~ X 'I \2- - "r~~ ~ , /\"V fo' , ~ -'\ .... ~~-- T ~Z &2' _U ~ .:,0 .\ ((:) . . , .... , ... , ... , .... , .... , .... , .... " , '" , , " , , ,)( ('0\ RIM 476.79 // INY. 470.29 j '1:> C1 \0' "\ , \ ";, \"~ \ \. \.'" " "- \ \. \ "\ ' \'\ \" '\ '\' , '\ \ '\ '\. " \..... /~ i" " ..... " " \. " '\ , " ',,, , ".... \. '\"...." '\. .... , .... , 4;- . ;II- foCY ~ 173.00 173.00 l~:' /.:. :.'..:;:-..;, "f <r:>~ to + -(%1 [S{] t><1 TFe 0---+ --- ill ~ i-''5+ . [(I OD8 L.lftI ~ ""~ J- 476.18 SAN MH (0\ '- ,/ PROPERTY LINE EXISTING FENCE PROPOSED FENCE EXISTING ASPHAL T PA VING PROPOSED ASPHAL T PA VING EXISTING STORM SEWER PROPOSED CURB PROPOSED CONTOURS EXISTING CONTOURS EXISTING CONCRETE I SIDEWALK EXISTING GROUND ELEVATION EXISTING PROPERTY CORNER EXISTING WATER METER EXISTING WATER. VAL VE DENOTES TOP FACE OF CURB. EXISTING STREET LIGHT WITH ARM EXISTING ELECTRICAL POLE EXISTING TELEPHONE RISER EXISTING MANHOLE EXISTING FIRE HYDRANT EXISTING BOLLARD EXISTING ELECTRICAL BOX ROOF DRAIN DOWN SPOUT PROPOSED CA TCH-BASIN PROPOSED CROSSING 20 GRAPHIC SCALE o 10 20 I I I .;:. m z o i= Q.. (/)02 - Z <..> - (I) ~O au Vic ~> ~ l.&J- - a::: !!! > au . 0::: ~ I- <( o Q:: o . · lL.~1..tJ --..:::> ~V)~o:: ~o::<:oc ~~~ci a.0::~-J ~ '<( ....... 1..tJ- ~t--.U~G: i=:-J ~~ h~l::~~ ~ a... 0 1.0 Q:: CSV)U CO a... Ci:: ~ V) t-t) V) Q... :c: ~ .. .....J 50- ~ Q... ~~ V) .......... LuV') a . Q ~ ....... s ~) o $::t 0) ~ .~} a:> t)D Q) C") $::t t>- o .r'<< ~ I ~ ~ COQ) r--~$::t r-- r--..... ~ ~ .-. t)D 0 r--.....~ O)~Q) ~ lO,.Q as '-'" (,) ..-> ~><:~ ~ d t)D ~ ~ ~. ~Q)""',.Q f1J Q)~r-- ~ ~ 0 C") $::t ~ -to> co ..... E-t rn,.,;os ,.QQ)I~ -to> ..... co Q$ ~bDl!,.Q rz..$::t.-.(,) . .... ..... $::t O~~Q$ ...... p..lO ~ ~ rn ,-,,.Q ... b.l) ~ -1"""'4 ~ Q) Q) ~ -1"""'4 b.l) ~ ~ ...c:= o ~ c:d ~ ~ eJ . . f1J Q) ~ ::f -to> (,) ::f b rn . ...-4 .~ .... u , DATE 30 OCTOBER 2007 1 "=20' SCALE DRA WN BY JLB' "X" RF DESIGNER CHECKED BY PROJECT NUMBER SHEET NO. C2 RF 40 07-1S'''' 4 OF 10 SHEET(S) ~ ~ () B: a.: ~ >- (.) ~ <-' ~ ~ c c C\J ~1<:'>' g,<V o ~0" ^'~0 ~ ",0 )( .::i ' LEGEND ~~ .~ ~9' ~~ ~~ ~0 473 . . - '-X~-----~--47,J'--.-___~'\C5 1>1 .;.., ~ 474- _. -----:- _, 474---~ ~V;J' ~I'I ....-=1" ,_ _..l.._,_.i~'''''':'~ -1<.-:0-';" .~. ~4 ::'n, " ><JiJ:1>I ~0~- ~~. (, r 6,0' 'CHAIN LINK FENCE ....... ~~'O;, ~v ,,<("Y,::9 C),.. 0v txC;)~~ 0<V .~C5 '~ l" ~ _x ,:4.71;;)'~: ~ ~ ~'.~ " 2- - . , , ~ . , I ;': , , ; I . _ _ t PROPERTY LINE EXISTING FENCE PROPOSED FENCE EXISTING ASPHALT PAVING PROPOSED ASPHAL T PA VING EXISTING STORM SEWER PROPOSED CONTOURS EXISTING CONTOURS PROPOSED CURB x )(_N _ v..... ~~;>~ -.- ,......"""""." H H H .;:.0>' <<>P<oO ~ '.' .. ~;r.....~ ;~~~~, //- (()_ """ ,./ X /" ....... . I J'O tix,,<y 'V- y ~ ~. /y.,.,.,. .....,........~ ~//// RIM = 475.30 ~ .......X ~0' """'""""'" '\ <0 ~ ~<<7 --476 tx 0-~ , . ----., XG L.>//~____ ""......... ---476__1 ! .. 473.00 473.00 l~', - /,:.:".::;; '~,~., ',I 4:> ,\V:J' IX + S [}lJ EXISTING CONCRETE / SIDEWALK EXISTING GROUND ELEVATION 0:- ~ X '01oV ~ X 0>~ ~ X ~ :J ~ Q Ct: EXISTING PROPERTY CORNER ... ~ { f ::t ~ M i ~ (I rj ~ ~ w :z:: <I) g ; rt 9- ~ ."l PROPOSED CROSSING \:)~ ~~ 'V- ~. ~X ~. ~ ~ ::J ~ Q Ct: hr.......\X -g,<( i..,\ro"!- 0' IX r-;5 X . - ~ 0(:) I()' -.", ~ ~ 00 ./~ ~~~'\:,/.~~\OM\'~~.'~~ /~><Y /' X / "/' , 'V v'. X ^ 'Y..' X " /y,"',,, ><'X>< ~ X/ /r" ,.. " x~' ~X >~ X~; ><;" :.~~ ~;O& ~X,~> " , /g,,~ X ~/ X~)~ ~~ /~, ~ EXISTING WA TER METER l><l EXISTING WATER VALVE DENOTES TOP FACE OF CURB. TFC n + ~ EXISTING STREET LIGHT WITH ARM EXISTING ELECTRICAL POLE i1 <0"'" ~ 'xT '. ,RIM :: 475.80 I [I] EXISTING TELEPHONE RISER ~: EXISTING MANHOLE . ~ \:x'? ~~ X -Or EXISTING FIRE HYDRANT EXISTING BOLLARD PROPOSED BOLLARD PROPOSED SIGN EXISTING ELECTRICAL BOX ") <')' to X ~ J ~ . --- ~ tx IQ' ~ X ~ () :: ,{o' l<jtx ~.' /-6,0' CHAIN ,-/' . LINK FENCE ,-, llilliLJ PROPOSED TWO CHAMBER CA TCH-BAS/N ":> ,,\'0' tx X " RIM. 475.80 RIM ELEVATION / TC 475.80 / TP 475.80 ~ TOP OF CURB ELEVATION TOP OF PA VEMENT ELEVATION \\~ . ::J I ~ ~I ~ PROPOSED LANDSCAPE EXISTING BUILDING TO REMAIN 17.280 SQ. FT. 90' x 192' x 26' HIGH F.F.E. VARIES 476.1' TO 476.5' '\ k ~ X ~0~~ i: T >< RID~GE ~./:~, 6~%,:.'.~.i.'PuE 1~ <0 ~. -. j.'~: ~ :':{ :: I -,' :~f ::~ .. ') ~. ~ X ...v ...v ...v RIDGE LINE '4' 11V. I I ...v ...v 0><::> ~ to X --......fV\.--- DIRECTION OF SURFACE WA TER DRAINAGE ~"'''' "I ...."- 'J (]l r , 1 ~ "\ k ~ X ::t: ,'- ~"'" ~ X : /: ~ ,\'0' ~ X , '!, ~' <0' , Ix'" U ~ R1M=475.50 ~ t .. .. :l?, l n ~1~RiM.475.10' I RIM.474.70 UCLOSET pB.5'x5.5' _ "\I Th 1~ II / / " / ;' / .~ ~ , ;" ~f z " ;; ; , ; ",' ~f jt. fo:- "jf\ l' tx k ~ X ~" "414.8 ;/'0 C .- " " " " .I " " -" " " ,10 X~'0' c c c y,,' ~ -J ~ Q Ct:. " ( X tx '0' t>0 ~j , / tx A tx. ~ 474.00' 473.00 fr ' _472.00 x : 474.00 17."pU. 6\ k to -OJ / ~i{ t ,,,tx. I " tx r", .:.t ~' ~ ~,. ~1~' ~5.80 [~ ~ ~.)~ 1P - - ~ ~ ~ c c 0; \ ~z. X ( .\ 4f~.OO ) I , / ''0 '0' ~\ ,/ /--... - / ~/ ~ s ~ _ j-,1.tJ l".::::5 ,Cl. ~ ~ ~ txC:> to CONSTRUt.;TION NOTJ!iS: CD 0) CD CD @ ([0 @ @ @ @ @ @ @> @ @ @ @ @ CONSTRUCT STANDARD PARKING SPACE. PER DETAIL CONSTRUCT PARALLEL PARKING SPACE. PER DETAIL ~. " 9 \V LANDSCAPE AREA TO BE BACKFILL WITH IMPORTED TOPSOIL. PROVIDE LANDSCAPING. REFER TO LANDSCAPE ARCHITECT'S DRA WINGS~ PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE 3' OF ACCESSIBLE ROUTE. ARRANGE DOMES USING IN-LINE PA TTERN ONL Y AS SHOWN IN DETAIL ('4'\ COLOR OF TEXTURE TO BE SAFETY YELLOW. V:V INSTAll WHITE PAINTED ARROW PER DETAil G;) INSTALL 4" WIDE PAINTED STRIPE USE AASHTO M-248. TYPE N. ALKYD-RESIN TYPE (OR APPROVED AL TERNA TE). TO A MINIMUM WET FILM THICKNESS OF 15 MILS (O.4MM) INSTALL CROSS WALK PER DETAIL ('4'\ \!:9 INSTALL WELL -HEAD PROTECTION ZONE SIGN PER DETAIL (1'\ ~ CONSTRUCT 6'-0" CHAIN LINK FENCE. WITH GREEN. VISUAL BARRIER SLA TES. @ CONSTRUCT 6'~0" x 24'-0" CHAIN LINK SLIDING GA TE. " .~. IUs l' PLAN N. T.B. ,~O;, ~I()' . , '\ '\ \\''\~ , , '\ ' , '0 '\' " , '\. \\'\\' '\ ' '\ '\ '\ "\. '. ,... ~./~ " '..... '\. " " '" '\. ,,'.... .... " '- \."" .... '..... " " '- .... (0\ , .~/ RIM 476.79 ./ INV. 470,29 TOP OF EXISTING SIDEWALK ELEVATION AV3. {- V;J? to -st>J V . tx 1\ 'oS "~475 \~~ ~ /)//i ' ~'0 ... " Oly 474- tx /, -475' 4/<{..S *-.. - -'; 7__:"':"':"'~ 47 7 ;\.'~47r ~-,I 4 t 4 CY;-' , 5--.... 'c. , (t" "^~ ,/\ <3 ()~ t::. f),. 1,!:>:1 ~1~' ^~. <J ,\k ~ ~ \ ''J'? ~ ~ ~ ~ ~ ~ >,\0' ....... ,{O'? A / ,,\ """'). "',\......,"',"\."..........."..~.....,'''\'''''~)x. G'~ G 476--Y.~-,---.~ r'0\"~ >< " ~\:x. 475.5 <0 - 475 )~~~,1>66~C -:~3_84// ' . ... -;::fj-t:' ~~~--~...." ~0:- .,.47i-,,'-?> ~~L<(?~-1~~---- -T- X P_p- {;:- t>t1 - A15.D 41D,'00W ':.1 /, ". ~.J tx' to .rj I ) l:'- <7:) tv') cV "i: !\.:.. '11'- ~ <0"'" to r.476.18 J.. . SAN MH ro\ '-./ , ~ 20 GRAPHIC SCALE o 10 20 I 40 ( IN FEET ) .;:. m z o i= 0.. (/)02 -Z<'> O~ (/)0 -z >0 -LaJ-ti; 0:::-- - > LaJ 0::: ~ .-- < o ~ ~ Q 8: Go: <Ill( >- U ~ <:) -c ~ . ~ La.. ~ ...... (' ... ........ ~ '-' ,'" V) ~ ct::. = ~ '-I ......... ...~ ::c: ct:: :a: 0 c ~~ S ...... ).... ~, '--' '" ~ ;5 .....J ~~5:9 (5(1- ~ "'( t-: I.&.J (.D ~........ U ~ L;: ~ 4P\...~ i::: -..J ~ ,,, 0 ~......... :<C I--- "-'J ......... I- J:: ........ ~ ~ ~ ~ ~l.- . ~ a.. 0 lC) ct:: Q2 ::> (~ 6 V) U to 0... - ~ ~~...... a:: "<( Vl N') V) I..a.J Q.. tf) a... Q . . C,) ~ ~ s o Q)~ 0:> taD C':)d o.t: I Q) r--~~ l'- l'- ..... ~.--.taD r--.....d O)~Q) 1O..c:= ---(,) d:><:d o<~ ...., taD ~ ~ Q)Q) .J:l Q)~l'-~ ~OC':)d ...., to ..... VJ'T5oS ..d'V1pt1 ...., ..... <0 <<S ~'tD~..d ~d'-"(,) .,.. ..... d O,..~<<S ..... ~ to ~ Cf:) rn ___.J:l 00 Q) ,.. ::s ...., (,) =' b rn t\(i d .~. Q) ~ ,.., ::s tr.l - Q1) ~ . ...... ~ Q) Q) ~ . ...... Q1) ~ ~ ,.d o ~ ~ ~ ~ @ . d o +1 <<S ...., ~ o ~l 00 d as ~ E-t. . . """" . .... ~ . .... u DATE 30 OCTOBER 2007 SCALE DRA WN BY DESIGNER 1"=20' JLB RF CHECKED BY PROJECT NUMBER SHEET NO. C3 RF 07-1S'4 5 OF 10 SHEET(S) ;:j i t. ~ M i ~ a t ~ :I: II) ~ ! t )'1 ",YJ ~' ~ X / / /' / ,,- /' /' /' / / /' / / / / / / / / / / / / / / ./ / / / ./ / . / ./ ./ ~ ,,- / / './ ./ / ./ ./ / / / / ./ / / / / / ./ ./ / / / / / / ./ / ~ COCO ~"\ k ~ '/ ^ YJOj V). ~ ,/(;V /, '?() V). ~ ,/ /, ~1<')''b 9,,0 o ~I'~ \;y..' -" ~& ~ x ~<v '" 0 to<, , ,?V "\ /. <':> to<, . r-..V -1 <,:>. ) (,V h. I . ."",~ H ~~'~" ,/"",/ ~(" ), ~~~ '" '" '" , , '" \. , , '" "" '" , , " ", ''\ l;. (, , " \ 'I'" , ...... . "-'" -, ' ~ )' ., .~- - ""'- '1-)'$ ASSUMED PROPERTY LINE NOT SURVEYED. CO~TSTRUCTIONNOTES: LEGEND ><: 3-< EXISTING FENCE PROPOSED FENCE CONSTRUCT 14" CONCRETE STORM PIPE WITH TRACER WIRE.@2 CONNECT TO EXISTING 24" CONCRETE STORM PIPE, SEE DETAIL C6. COORDINA TE WITH CITY OF SPRINGFIELD FOR CONNECTION TO , EXISTING STORM WA TER PIPE. CONTRACTOR TO OBTAIN ENCROACHMENT PERMIT FOR ALL WORK IN THE DR/GHT-OF-WAY. (\5'\ CONSTRfjCT DITCH INLET PER DETAIL \g) (/3\ (i4\ CONSTRUCT B/OFILTRATlON SWALE PER DETAIL \:=) &~ CONSTRUCT BIOFILTRATlON SWALE OUTLET PER DETAIL @ & @ (I?'\ CONSTRUCT DITCH PER DET AIL ~ WELL HEAD PROTECTION ZONE SIGN. BOTH SIDES OF POLEl2 SIGNS). PER DETAIL@ ,::.'0')- ~ 'X ' ,RIM = 475.80 I K @ H H ;~ H PROPERTY LINE " " , ... "..., ... "" "" '" '" ... EXISTING ASPHAL T PAVING '" '" '" , , , , , , , , , , , , , PROPOSED ASPHAL T PAVING - , - , . , -'- . . , - EXISTING STORM SEWER 173.00 PROPOSED CONTOURS 473,00 EXISTING CONTOURS YJ<y to X (43V @ ~ @ ~ \;:) \;:) ~~ ~. ~. V)X V)' ~ 14" STM -24" STM- ~1;> to + ~ [j{] · EXISTING CONTOURS EXISTING CONTOURS EXISTING GROUND ELEVATION EXISTING PROPERTY CORNER EXISTING WATER METER IXl EXISTING WATER VAL VE [f] i! C/) ~ EXISTING TELEPHONE RISER Cc2: EXISTING MANHOLE 'l:> I\V)' \X X -+6- EXISTING FIRE HYDRANT , , ~~ \X",\ ~ x 40 I i! C/) ~ <0'> ~ x ~ GRAPHIC SCALE 20 0 10 20 ~:, ( IN FEET ) '.p. -...J (J1 iJ" Jy X !l.- ~;x: A1~'\ ~~ bY PLAN N.T.8. r- ' P'- vi ,- "'\ 0>~ ~\ \X (,<V I x0> "\ \x' ~ X '1- /\V)' \X X \ '/ tl'- /\. /\<0' ~. \X co .'\'?' \X X "")'? to X co k ~ X x~:~\ K .....1' /'1 <(>, /.' .;-.k \ "")?> ~ X " ASSUMED PROPERTY LINE NOT SURVEYED. .- / " '<;f- f'. .q- .- " .- / >< ~! ~ x-~ ., \:...., / L() / r-..... ~ .q- I' '<;f- " i)~414.8 . i! C/) fll/5' I ~ I ~ . /\t// ,I J{.438 _BIOFILTRATfON ,STORM WATEH //) / (.!) ~ J. -~ I SWALE / DITCH /".-r ; ~ . ~/NV. It 471.20.;: t /,.-' : ~ ~ II'/' " / ~74.00 yl 0 I 474,OO~;1 /NV. ' 47230 ;." ,,, Q r .. I 1,/ 472.00 473.00 .473.0 I 00 ~ . . \ ,\'0 ~ 14" STMI -I' 47/50 47/50 ' ~ "'~ ~, -".. j 474.00 / .474.00" I 474.00 473.00 (). . ~ ~ x<v'J :i:-j~~~<v{;:"c" I.. - - .- - ,::."o~<v ff'-fY ~ ~S~ PR~RTY LINE - - - - L -;~~00'" ,::."~'v c,<(-~:~~ "'~< (~~":,:~~ - ,::.~t~ c,/;:;' . - - . - - - w"'''' /43/. ,::.,,'P I ~~ ~ ~ ~_ ~ ~1:~:: ~ ~ ~ ~ ~ ~ ~ '1! . ~ "'" ~. 0> NOT SURVE"YED. ~ 0l ,,; x~ \:!Y ~ /~. X "0'" --------- g, x - X N~ X X X I b< ",7 A .86"<',,\ b<' .,'0 ---------. '" _ . . '" ~ 47 5 Y ... ~ 475 :) <0'0 ",,91 '::'~I><' ,::. ,::.1><' 474-___,::. "J __ _- -.-- 414--,::.1><' ~ ,::.". ,::. y~1"'~ , y'" ",1 / L~"''O~0 0-0' >( , , " , , " , " " , , , , , " , " , , , " ,~~"" , " \" , \ , , , , , , , , , , , , , , , , , , , , , , , , , " , " , , " , " , " , , , , , " , , , '. '. '" '- \, '-" \, \, \. '. ~< \ .\ " ~: ~ ~~ ,'" , , , , , , , " , " , " " " " , , , , , , , " , , , , ,).< " " " , " " , , , , " , , " " " " , \ , " " , " " , " , , , , \ , " \ ~~;j:" \ \ " " " " " , " " , , , , , , , , , , , v, ' , , , , , , , , , , , " " " " , " " " , \'V" " , " " " , '~ ~. \X .........~ ~ ~ I 2~ - -- )( i- --~ - _ x t} ~ ~ 4 "? &..., ~' '" <0' "oJ ~ rv "'\ "'7 '<;f ,.; ~ )Jx, , , " " .... , , , " , ~~V):'" , , " , " , , , , " , '0" ... ,-i':: " , , , " , " , , '" , , , , , , , , , " , , " , " '\ " ,~s " ')/ '7->0' 'L' l.x '\' /, '6' ""~ /NVERT IN SOUTH 469.27 20. CONCRETE 1rOly -474- " , (' -475. 47: 1-)>'1- t:, *-..._,.,-~,..~ 475 '~4'7~-,-- ,_ "_' _"'_ . v 'A1:1 4 ,"'I' -t'c'0 , ...............).( .",ct:'- )( ..,. i'5 I /::>\ \)\\ 9 <.:)::-.' -I 7 ~ 4( f).. 1-:):1 ~1 b-;. 1')' .<0 <:J \X::.> ~ 5475.3 ,\k A \X '?, ~ \X ~ ~ k ~ X I ~ (1.) Co ....:; ..... \;:) \;:) ~~ ~. ~. \ "X \X. ~ ~ ,'\V)' \X ^ rJ 'i i '~,'fi x ~:. ~ '> I f> I~ I I I~~ ~ tfi ~ ~ f3 I ~ 1~3i ~ X \x YJ' ~ I I ~ \ ~ "\ "") <<. (j -:\V;~F ~~ \X ~\'?' v~.~ ::J e,> ~ (> .;:. CD z o .i= 0.. (1)0: Zoo o~ - 0 (I) -=z >0 LaJ- - a::: !a > LaJ 0:: ~ ~ o 0::: o · L..~laJ .......~ (!)V)'<CQ::: Z"'ZO ~ .......... ....... ~ <... ..~ ~~O::ci C:;q: ..LL~ i:: Lj ~ (it ~ ....... U :<C .......... ~ f- . '---' La.. ~ , t::: ........ ~ ~ 0 ,~ '<( t-- :c: t::: ..,........... I- ::r: t-- ~....... Q... """"-........ ~ Q... 0 1.0 0:: 0: ~:::! (5 V) U (Q a... - ~ ___....... Q: '<(V) N") C/) - lu Q:~ Q... Q ~ . <:,) ~ ......... a ~ o l:= 0) ~ .~) ex) t:l.O (/,) (I') l:= l>- e ..... J..t 1M=' <O~ 00 l'-~d · l'- l'- ..... l:= ~ ,-. t:l.O 0 ~; S ~ lO..d as '..-' () ...> ~><~ ~ ... t:l.O ~ M ,::l.. ~Q)~..o fIJ (/,)s..l"-@> ~ s.. 0 (I') d s.. ...., <0 ..... E-4 OOPJ:JeS . ..d~I~ ....,..... <0 (U fIJ ~bDl!..d f r:.. d,-. () =' ..... '-' d ...., es..~~ () ,...., t:L. aD s.. =' (I') 00 '..-'..0 13 00 ..... f:ll) ~ . ...... ~ Q..) Q,) ~ . ...... f:ll) ~ ~ ..c:1 C) ~ ctS ~ ~ ~ . ...... .~ . .... u DATE 300CTOBfR.2007 SCALE DRA WN BY DESIGNER 1 "=20' JLB RF CHECKED BY PROJECT NUMBER SHEET NO. C3.1 6 OF 1 0 SHEET(S) RF 07-1S'4 ~ ~ o a: a.: ~ >- (.,) ~ o ~ ~1<:>~ '\ ( '. ' ",- ~' . , - ' ..' . ,1" _.;'< _ J"l'.". " ___ ;-~ </.;>s Q~ o '>'-q- '\~~ '>'- A..,O )( LEGEND Q<V <)~ <:-;..vO ~ 0<<-'- , ,^, ?\- J, ~ -d:< __ >~: _; 7. tx -c-. <ry ~ &- \x: ,?'V "\ {; U t><OV ::\U' '\,(".<.;. 1>r ,- -, -, ,,/' ~ ,- " , , ~"\ , ,.II" , , {\, , , \' , , , \. v.~\, ,', ,~< ~~ tx ~ ,?S5 -c-.~ ,\<,,,0 /, 6.0' CHAIN LINK FENCE : ~<v 0.> ~<v "V:>';y(5 <}'. ,?V t><C?~~ <,O<V :\(5 ~<v <),. ~ ,?'v (5 ~~ ~.<....C5 ~ <9,t>< . , 4' t><" >, '- I PROPERTY LINE EXISTING FENCE EXISTING ASPHALT PAVING PROPOSED ASPHAL T PA VING EXISTING WATERLINE v. ~ ....)( -47:), .-.4..Z1" - . Ix ~tx.'1iftx.1?' 'v ~. -c-. '"'''''''''''''''' ,."~""",~",, ...;... EX. W- ~./6.,. ... ..~ " " , w 'o~ 0' "\~ XO~ PROPOSED WATER EXISTING SANITARY PIPE X '\ ,,\v,' tx x "- ,,(<y 1>< "" v,? ~ :> ---SAN ---- EXISTING STORM PIPE PROPOSED STORM WATER PIPE PROPOSED STORM DITCH EXISTING OVERHEAD POWERLlNE - - -OHP - - - - ~ry ~ X " " " , " " " , " " " " " " " " " , '" ., '" , " " '" EXISTING PROPERTY CORNER 6" STM .- - -~ 1 '; , <),. -. ,\'0' : .,.- 1>< " <0' ~ X V, /\v,' \x X RIM = 475.40 INV.= 474.40 E PROPOSED ELECTRIC v,X <I)' to ---"';"'T ---- EXISTING TELEPHONE LINE EXISTING CONCRETE I SIDEWALK I',' , . '.l try' ~ + S [}Z] EXISTING WA TER METER ,..... tx ~ t'\, R /\<0' ,-.. 'V v t><." t><.. -8. IX '-' '0' , '0: tx r_V X lYt0 <)8 Ix \ <:)0 ?\<o' (,-..1 :; o-,'v ~ \'><: <:) W~. 4~90~-~.~',,~ ~"""')~~~"';"~~W~_4~a - ./ . >C' ";<.-/ ,xX 'v ,><v V~;<.)<.) , , "V^"- / / >, /'y/7- ><;" /; ~ " C',> / ~ ~ : '~ ""'~/'''" CI) , , / / ~ '" ~t / X /;~ g fX ~~ WV.- 474.65 ~:~&/ X XX~ I X;::'<:O~ X 0' / ~5Q~' /~ ,/ S". . ' / "'" ~.s' . INV.= 473.70 ~~:~/ >.' y/' '~<- ~. <:0' ~'. /'-...02 /." '" _-,\ t'),. , / .x O,''''x /' .r583>.583 .' '..... ~.,' .~ 3><...... /, ' :><><.. , '><)< v,~'< ~ .~ ~ : X)<; ~.?<{ w- /' ,<0 /\'0' 1>< X EXISTING GROUND ELEVATION EXISTING WATER VAL VE DENOTES TOP FACE OF CURB. " '" f),. / /\~' " Ix jx ; RIM i:: 475.80 I / INV.=473.90 " / /' / l><1 ~ CI) TFe -II-- ~ " " / " , / " ./ " + <0 lx' ~ X Q EXISTING STREET LIGHT WITH ARM EXISTING ELECTRICAL POLE EXISTING TELEPHONE RISER ~ -,\(;y IX X :J ill " " " " " @ : () , ,,<:0' ~ /Ix / , .;. 6,0' CHAIN ~ / LINK FENCE " - EXISTING MANHOLE +6+ " " /' " " ./ " " / ,\'0' ",\,><: X EXISTING FIRE HYDRANT EXISTING BOLLARD EXISTING ELECTRICAL BOX .~ . [[] ,I " " / - (. ".' ,,\ /'. ",' )!l /- ; : ,;;. ,., ,I; l7' ~,PUE X~;: ')' EXISTING CLEANOUT ODS ROOF DRAIN DOWN SPOUT '" IX' to X / " ,I " / " " " " " " " , " , " ./ " ./ " " " " ,.- " ./ " '\ X 1\ 1f." , " " ~ RIM. 475.90 / INV. 474.40 / LllJfllij RIM ELEVATION EXISTING BUILDING TO REMAIN 17.280 SQ. FT. 90' x 192' x 26' HIGH F.FE VARIES 476.1' TO 476.5' INVER T ELEVATION " v,' ~ X ~ CI) to \'><: ((), lX" X ~" ~\~~f.? <Av PROPOSED CA TCH-BAS/N V, ,,\v,' \'><: X "l .,/ ~ --.J (, " ro':> ~ " . ; ~ f'. -" ~ tx. ~ X " ~~ ~ CI) 2 /c=, " "I / ,', ,I <). '. /\'0' " lX' , ,/ ,,-, 'CLOSETl1 UCLOSEil B.5'x5.5j "8.5'x5.5~ L , 't. -- " T U 6> I I OFFICE n <74,.'b,*"r n J5'x9.75' <9 . II BREAK I H ~ ~ CONFRENCE -' ""'Q= ROOM BATHROOM-LA I ~ I 6.25 'x43.5 , b "'-_ ==.J HALL / :. " - 1>< lx' ~ X '" " " " '" ; '/1+11+.8 ~/, ~: I '; / " , " " ~ , I .. .. - ...... .. r ~\<o' -, )" ~?; IX" ~\ " " " " " " " " "X IX' ~ X tx ~. ~ X ~ ," ~: tx IX' _ 474.00 473.00: l.\ _4 fL.UD. 'x 474.00:-473.00 '\ \) IX' ~ - - [U ~t , " " " / . "', , <0' ,,~'\ r: GRAPHIC SCALE 20 0, 10 20 ~II ( IN FEET ) 4fC.UU. :-1_ ... ~ t t ~ ~ ,;; i ~ 3 ! ~ :t: U) g :!i t.!. ~ l: ., CONSTRUCTION NOTES 0) @ G!:V @ @ @ @ ~ ~ @ ~ ~ ~ ~ @ @ (600 Springfield's Wellhead Protecf'ion Area Help protect our drinking water Report all leaks of spills to: HAZARDOUS MA TERIAL RESPONSE 911 Site operator: Springfield Utility Board 746-8451 ASSUMED LOCA TION OF EXISTING SANITARY SEWER LA TERAL. FIELD VERIFr. CONSTRUCT 6" CLEAOUT PER DETAIL ~ . CONSTRUCT DITCH INLET PER DETAIL @ INSTALL CATCH-BASIN PER @ CONNECT TO CA TCH':'BAS/N WITH 6" SCH. 40 PVC PIPE. CONSTRUCT 4" PVC STORM SEWER PIPE. SCH. 40 WITHIN 5' WITH TRAC~R WIRE CONSTRUCT 6" PVC STORM SEWER PIPE. SCH. 40 WITHIN 5', WITH TRACER WIRE. CONSTRUCT B" PVC SCH. 40 STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 10" PVC SCH. 40 STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 12" PVC SCH. 40 STORM SEWER PIPE WITH TRACER WIRE. INSTALL B" TO 4" PVC REDUCER INSTALL 6" TO 4" PVC REDUCER INSTALL S" TO 6" PVC REDUCER INSTALL S" TO 10" REDUCER. INSTALL 10" TO 12" REDUCER. PROVIDE TRENCH AND INSTALL UTILITIES PER (10\ WHERE COVER OVER TOP OF PIPE IS LES8 THAN 1'-2': ~ WHERE COVER OVER TOP OF PIPE IS EQUAL TO OR GREA TER THAN 1'-2" PROV:DE TRENCH & INSTALL UTILITIES PER DETAIL@ INSTALL (2) 2" 8CH. 40 PVC CONDUITS FOR FUTURE USE. TERMlNA TE IN@O LANDSCAPE ISLAND WITH CAP & 2x4 PRESSURE TREA TED MARKER STAKE. .INSTALL CONDUIT 24" BELOW FINISH GRADE IN UWTY TRENCH AS PfR DETAIL C5.. \..' ./7.' /~ 7i /j.h INV.= 473.45 , X G E /' TYPE "E" ~~; V Y , -- ~<o o\'><: I ex: I I:~:~:;.t:~~. ~<>. /:i~ I r. 499 I Y Y" INV.. 473.32/ ~. o! &J~X~E CI) Q.:J:: :'.' ~~.5){1 .....' ~ 1 """"., -' ......... / 1 _17",,, <..j =ll RECEPTION / ~ INV.= 474.5-, 1. -<.., /f~5X' 15' FI, ./ ........... /@'/X/X/ ........x' ~ ~ <:)0 1 ;10 ~ <[. '5 / ' "jX:'...., /" ,- "./, ; t'_ <oV x~v,'? / ^Iv" ".ttXIS~;N€':AL~"<4."~.' A/ . .. 4~':/""" ~ t~. (~,~ I, .txi. 4~~ r{'~~" .~1 )(CON;v '(600) I I .<O~' COlVc.Js ,,\'O'~0 416 ~ I "'-INV.= 473.80 ~21\ I t0~ (,~ 0/~ \><<:,'<:- 4/5 ~/B I ~ tNY.= 4~'2.75 I I CI) ~ ~ 07.. '25/ I ~ 583 INV.= 473.10 1) d 4 96 ~ 583" 583 ~ !NV.= 473.63 .. .. 'o!-.. ' tx<? I tt-~ ~~-' I \/Z ~ TYPE "G" I . ~ ;.. ~ 1,2" 8TM I ~J j ! 12" 8TM' ^ 12" STM I ~ I I B" STM 6" STM) <0: I . . X ~ f I I I~. X I / I~ INV.= 473.20 INV.'" 473.40 x~ ~ /' , " . <::--:- Lw w w -I, '.v w_ w w/w w w w w-~ I 499 .r w w w w -4 y w~~ -~ ,,{o/ 'o~\ i'.;~ ,\Io'? &u_~~ _I - 17 .'- '. .", -~ ~. - Lt _... ',IT, " at ~ -10.. Ix \><'P - . . . .. 1"'~ ":> rJJ- '-t -T-<o.o,,:> - - - - --..--- =-T- - = - -~ -;;,~ T- -..:..::-=:- -~r:-~:.:... - ~-=- -.: - - - -T- = - ~- --l1] - - )( - - - - - - - - - - - ~ . .. . ~4 ~v,' .A' 41 1<0.0":> \><"i )--1-6" SAN- -------- -.-------------------------------------T'_ X y . ~ . .. .. XB(. 16" W '" "..... -'-4t I '1'\,4. -EX. 16" W EX. 16" W-. . - - .,'. ~ -EX. 16" W . _ ( ..., \ t><~ 47:: :) <OJ 1<:>~ I.' ",<p?)! I ~476 1 ~ f),.Q) 9J f\~ <V 9J - ~,/ to :1?~ "v,. 1\ jZ" /. ' ~Q.'t: '0- - :s , . <0' ) RIM 476 79 ./'..' "',.....................'\)(.......,',...."...."...."........,.......,"""~,\,><~"""",..,...."',......,....,..,""'y.~'-"........,,,.......,,.......,'~"''\\"\:/'\\'\.\\~~~~~~~~~" .......,'-,....,........,',....,............",)-?~....," . _' """"~"'~"'\"""''\'\\'\''''''''\' ", I\. ,;..,,<0 "NV 47~29 :"J 3:"" \. , , '- '- .... '- '- ..... .... " .... \, " "... ...."\.............. y',\:,', '.,.... " '., '.... " ,..... '" '... " ""', "............, " ..... .... \. -, '\, .... .... " '\, " ..... ..... , .... .... '- " , .... .... '. .... .... .... , " , '\, , , v"<.. . . t0v,'? ~ / ~ IA '.::'=-=]y~ A V3. ~ Q ~ 0> :J2 ~ () , v,v, <0 'V 0 P <::><1-- (;-0 'v <0 ~ P --:," ~?'\V)'. I), rv 1\,<9'. )l ~ ,,\fo' ,,\ (; ~ tx'" '0: ,,\'0 ..... ",<0' . ' ... '" , , " , , ''''~ \...."... .... , '-, " '4')".... 0, "...." '- '\" \....,....",...., '-",.... "..,... V>s ~ /\ Z"" .... \........ '- \.,.... ,....,,,.... ,-,,, ...tx'}-O~.... '-.... '-~"'\<t:X \. ')("...."::'................... '~\,,,....,' ...., \..... "~....... ~~...........,... '\,.........., '\'" '\ .... \. ''<:>'" ....,..., , , , '\'1/1>< >~..J ){ -47/~ ~~' tx t~? ;:. '\ '6' :J ,,\to'? X'" , 0 '1:'\ G ~ 0\.." ~'( \:x\ ,/, r476.18 () - ...) -y...... 416. 6. ~),/ \ \ G , '/ " 11'C ~\)( -475 475" <o\:x q' ~ v 475 1~' o~G """',6' ?~{o SAN MH 1-; T .., '<;f- . '0' ~ ~4-75 475.5 '(' b.:.. c.; 473.84 ./ 'C:-:::;:: 47!: tx 1>1~ >t-...-, "'-, ',"-"'~ . 4"'>t::;.. ,>.k"--';'-"'--'.'-"--'-.'---'~" ,..;., 8" S -- ~ - nlx';-~-", ...X'...........o.. SAN--;r~*-':":":- ,.-::..:.'.:..... ~---8" CO\'-l~'-.........' .- . '. ,'v<:> ~X .. I '\ '1,.) 1I}- .~.7'-. /v~...( (< '\<' . ,A}:", \ lx! ":>...."., .......SQ ,-zr~ ~..... ;.,,;;;;;;-.......=,...........-..._~~~.l'"<;:~ '- ---.~~---------------------1 ,",\, ~_~T - - - '=:-1\)\\G:1b.;9 - -. -T-(',:.,\)/.\- -(},.:.........- - - -. - -3~'-~475S -'~7c::. iA.t.'~/~~ ~1S~.\ t - - -T~ -r)"\ "~/ ".- 41 "'d~~~- -'S-T- -;'<1)'- - - -"- -:1?~ - - -T - QJLV -~~- _:.175- -T-- _ _ _ ~ _ _ _ _ -,,<0.._,(. ~ .(:--/ v 1..)' b.: ,,''''' <0 j,1X' I+:..J. _L 6' '\' ~. :'\'''> '\ b.; 1~:..) ')0 -tx.-()~ - -T- _ _ _ _ _ __ --~-oHP-~~---...A.--.o-OHP----~-:,:>'--oHP----~-OHP-___--.,;.__-U- HP---- OHP- --:. <t __0_~_--OHP-~-__ he 4-10- ~" G~ ---T------______ tx - ~ j..- Ix? SAN MH () X (6' 6 - - - - - -OHP- - - - - - - - OHP- - - - - - - - - - -<0 ~'V- - - - -OHP - - - - - - - - - - - - - - _ _ _ 18- /~--:, <,<0 to ~9 RIM=475.95 1\11\. (j G 1),-:> ~Y.>0..t' ~~ ~\-' [ ~ ~ t ~<O' ~\ ~ ~ ~v, ;;; ~ ~~ ?p! ~ l'-~ 10 ~ ~~ r "\ /' -" r bY PLAN N. T.S. - /7" MIN. ~ ~ - - 40 I N I , NOTE: S/GNAGE TO BE A TTACHED TO STANDARD WEIGHT 2" STEEL PIPE CENTER OF SIGN TO BE AT 60" ABOVE FINISHED GRADE BASE OF PIPE TO BE CAST IN CONCRETE FOUNDA TION. @ !!s.lJJ/EAlJ PROT/!;CT/ON AREA. SICN UTlIJTY REPRESENTATIVES UTILITY REPRESENTA TIVE GAS (NW NA T.J ELECTRICITY (SUB) GREG STIFFLER ED HEAD TONY T ALBET HERB SUMNER BART MCGEE STEVE GRAHAM DENNY WRIGHT STEVE GRAHAM TELEPHONE (QWESTJ WATER (SUB) SAN SEWER (PRIVATE) SAN SEWER (PUBLIC) STORM DRAINAGE (PRIV A Tf) STORM DRAINAGE (PUBLIC) FIRE DENNY WRIGHT AL GERARD PHONE (541) 342-3661 EXT. 8376 (54/) 744-3707 (541) 744-3715 (54/) 48-:1-8507 (54/) 744-3756 (541) 726-3665 (54/) 736-/0/0 (541) 726-3665 (541) 736-10/0 (54/) 726-2294 -;:. co .z o i= 0.. (/)02 z-() 0.(1) . LaJ ViO s:% -LaJ Q - 0:: !!! > . LaJ 0:: bj I- <{ o 0:: o · lL..~Lu --~ <::> CI) -<( 0:: ~ ~ ct:: ~ 0 :2:: ::>~ ct::. ~ ~ ct:: :t: :3 -J ~ ~ ..... l.aJ Cl.. ~ ..... U:<C ~ ~ i:: ....... ~ <::> = 0 >- ~ -- ~ - i:: ....... t-. J:: __ ~ c;... Q.. ....... ~CLOLOCi: 0: ~ -, V) U (0 Q... - Q ....... ~ -<( V) ~ CI) ~ ::> a... Q I ~~ ~~ E-t . <::::) a.. U R: tl; o .... ..j ';) tt ~ ~ ?-J/.9.1. ~ . Q ~ ....... S bfl o d 0) ~ .~. ex) b.O Q) C') d I>- 1> .~ ~ (OQ) 00 1'-. ~ d · r-- r--..... s= ~ .-... b.O 0 r--.....d Q) ~ Q) :tj l.(').d cd --- () ..,) ~><~ ~ . +> b.O~ ~ Q., Q)Q)....."O UJ Q)~r--<1> ~ ~OC')d ~ +> (0 ..... e-. oo"';oS . .dQ)I~ +>.... (0 as UJ ~~l!.d f ~ d.-... () ::t . ......... d +> o~~as () ..... ~ l.(') ~ ::t C') rn ---.0 b 00 ... bD ~ · ...-4 ~ Q..) Q..) ~ .. ...-4 Q.() ~ ~ ...c= Q ~ cO ~ ~ ~ . ..... .... l>- .... U DATE 30 OCTOBER 2007 SCALE DRAWN BY 1"=20' JLB . DESIGNER CHECKED BY PROJECT NUMBER SHEET NO. C4 RF RF 07--1 Si4 7 OF 1 0 SHEf:7T(S) CI) ..... ~ ~ 8: --C >- (.) r5 o --C p. . . . . "EM.EDCO" RHF. P33 POST WITH BASE. CUSTOM SIGN WILL BE NEEDED FOR HANDICAP PARKING. SEE SIGN REQUIREMENTS. . .~~' -2' TYP. TYPICAL \ ~ ~~ <0 - & b -' C\J CONCRETE WHEEL STOP /' WHERE SHOWN ON PLAN / / CURB ~:,:,:~,:-:,y.,:,:,:~,:,,:-:,::,,:~,:~,:~,:,,:,:,:~,:~,~ r..:.:-:-::.:-:.::.:-:-:..:-:.:-:.:-:.:-:-:-:.:.:-:-:-::.:-:.:-:.:-:.:-:.;-) 6'-0" TYPICAL PARKI ~G WITH D.M.V. D1SABL:D PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER ORS 811 ~620 AND FINE UP TO ,,450 UNDER ORS 811.615 9' 8' PAVEMENT STENCIL WHITE. BLUE BACKGROUND AND BLUE- PAINTED CURB OPTIONAL .([;)e!~.ABLED PARKING SPACE DETAIL -- .::; EXISTING. - I NATURAL GRADE ! I S-LSJF J = ~~IiI!' I l<), III Imu~' t:: ~m!~;l ~ / f~ I ~ irrwf ~ 1 E:;II :=3i :ll sill I ~.b;d .b;J. 1=lllsug :111 ~~ UNDISTURBED 3" - ~ _ 2" - -- - NA TIVE SOILS , to <.0 , 6" -,- 10" 6" COMPACTED GRANULAR FILL - (f;) ~~'UTIC.AL CURB DETAIL - 24" - GD'!J!IC.AL UT/L/TY THENCH DETAIL /0. OVER FLASHING AROUND '\ LAP ROOF EDGES, TYP. L I 1- ~ . - :r- OJ ... ~ t I I NORTH ELEVA TION NON-SHRINK GROUT ~4) 1;2" ~ THREADED RODS SET IN "SIMPSON" ADHESIVE SET EPOXY. TYP. UI u Ii i. Ii :J: en ~ ~ Q i. GD~~~'ERED BICYCLE BACK <:> I ~ Q:) gs t.> " o a: ~ ~ ~ CI) '.. . .4" STRIPE :/ . ~ TYPICAL '"--/' l- t.> ~ ~ o t.> 9'-0" 8'-0" · @~r1HDABD PARKING SPACE DETAIL 6" X 6" EXTRUDED CONCRETE CURBING SECTION OVER A.C. PA VING SITE PAVING' (SLOPE TO DRAIN PER GRADING & PA VING PLAN) PROVIDE I 1/2" DEEP CONTROL JOINT .. 4" THICK P.C. CONSTAVCT JO.INT .WIT.HIN .y....... CONCRETE SIDEWALK \ 16 HOURS OF POUR .. WITH BROOM FINISH ~ SEE PLAN FOR LOCATION. . . .. t.l . _ ;,.J. ~~ ~/,,;,,<",,~-3J:/, ~~J:1~-i~D C:~S~:f ROCK, ~Y/>>/>-;~>/Y/.,' Y/>>~"Y'/~ ~~Y~Y{..:$:$Xft~~~Y.f::. . RELA T1VE COMPACTION '<.,({(,<<<<0"<~(-0'~~~ ... . MODIFIED PROCTOR 6" X 6" OPENING . 6" . · . ~ . COMPACTED SUBGRADE FOR DR. AINAGE A T ~ ' ~ - AT 931 RELA TlVE COMPACTION 8'-0"0.c. .. . ..\ MODIFIED PROCTOR. I \ I ~ " a ~ SECTION a-a .~ !f! SET CURB AT.SID1JI1ALK , :-../ / /'/ //.:-../ '/ '>.~,.,// /"'/ /)'//".}-./ )' /'/..7.'/"/ / / /"-../ /..' //,,"</ /"'</ "/....... "';./"h,'\ '"'= / / '(//......' / <" <~ ......>~x"'......~..... ......,,"/~N>::< ~'" ~<"""'y'-""'<"...0;('\... \""........." / . "/ ).. '\. " ,/)" - . )\',Vr'\.." /,..... .' " ' , /''/ /, ,,/.,/,,' . / /. , /. '\ /,/ 12" 314"-(0) CRUSHED ROCK, COMPACTED AT 93% RELA TlVE COMPACTION MODIFIED PROCTOR COMPACTED SUBGRADE AT 93% RELATIVE COMPACTION MODIFIED PROCTOR. 6" X 6" EXTRUDED CONCRETE CURBING SECTION OVER A.C. PAVING r- 4".A.C. PAVING \ (2) LIFTS ,~ C V AN....ACCESSIBLE ) LS/GNAGE A T HEAD OF EACH SPACE. MOUNT SIGNS AT 60" TO 72" ABOVE PA VEMENT. AT EYE -LEVEL. ~n DIA. SCH. 40 PVC SLEEVE x 12" DEEP x 10'-0" o.c. \ AC PA. VIN. G HAND TROWEL~ PER@ 318" RADIUS ~ 3 TYP., C6 r#3 BARS~ I l' ... .\ f3 AT 18"o.c. -, ~ . T ------.J a: . \ I I " /~I . ~ 2.25" DIA ....... 1 _I . " .,. ~ ~ )''' COMPACTED ~ . I I ~ rnWHW ~~ 1/" L J ROCK PER iE I ~:: o /' 6" MIN. TOP SOIL l 1 SITE PAVING (SLO. PE TO].. DRAIN PER GRADING & PAVING PLAN) COMPACTED -........ CRUSHED ROCK "-- ROCK BASE A ,6"- Gi)!9.f. SET CURB DETAIL (];)~f;, PA VING SECTION REMOVABLE BICYCLE-PROOF OIL & GREASE~ /.. GRA TE ;LOCKABLE COVER FIL TRATION SYSTEM . ljJ , ,,' "": · '" J ~ ~ f-Ig: '~" '. ... /'.' - _,- ~ 1',"4 ':' ....:.' , 'J'. ' :<1.' ~ ~ ~ :'. .......,,, ,:" ..A '. '. ..,' ". ."., :. '... . ~ ex:: . ' " ,4' <t: ,'. /' .. '',; ~ ...,<1 ,... ".., 0 ~ ... . '. '., . ", ,..' , f- !--: ~.. "....,;: " ;~ ,:' . . .," <, ....~.~~ 6" PIPE ::t !.J.J ~Y~'-(~'" ~".' ~ : -. ~ ~ ~.~ (SEE PLAN) o:,~ ~~ " .', ~? ' '.~. ~: \:-". ,':.., ~"~~"-:" ~ . ''-,..., .:.~~. ,...'",s.',. Y/'V/'V/ ' #,. ....',. 7;' ~<<<~,: ;'~ ~. .'.... ~ ~ :.: ':" ~,' ~~,,"'''' "FERNCO" ~~~ .". " ... f. ~ ~ ",. )7/~" HUBBLESS ~%~,~4,<< i 24 - ,____. :. .. . ~ ~~ CONNECTOR ~~%~%~~4'.~%~~~~~~~~;A~Q'wrfJtfffGED //./:XY<<<<<<-<<~'0(yx" ///..(//{'//, ///,,/ //"//"':/ //,~ CLEANOUT LID . . \ "GIBSON STEEL" OR ilL YNCH" UNDISTURBED SOIL OR 3" MINIMUM MANUFACTURED 10 go. STEEL CA TCH ENGINEERED FILL BEDDING BASIN 24"x24"x36"D @ltVP CJlA}/BER CATCH-BASIN (TYP.) /'-9. 10'-1. 1'-9' ROOF FRAMING: ~. SEE FRAMING PLAN \ l J ~ HSS 4x4, TYP. ~ t.... -' z ~ >( . <.0 - > 114V ~ -' ('IJ ..A.. .)= '<: ~. ~ E '_' . '~' '"""'I- ' -=- -=-- > 1'-0. TYP. WEST ELEVA TION ~t o <\J 4" STRIPE TYPICAL 9' (];)fH!'fUEL PARKING SPACE RIM TO IID'lSRT TABLE TYPE A 8 C D E F 6 /'-9' f FEET 1.90' 1.20' 1.00' 1.30' 1.75' 1.40' 1.90' d~MOUND CONCRETE TO SHED WATER ': . .54' DIA. A53 8 Fc:3.500 PSI "" A STD. WEIGHT GALV. STEEL PIPE .~ ~CONCRETE FILL ~ _:' _10 . (2.500 PSI MINJ ~ "". - r SLOPE CONCRETE TO , q SHED WATER I~: . \ \ FmHED GRADE A'" ..' \V/~\\' -: , '." 11<" '.$11' ". . \~\\::::;\. , . '. \-~/~\ :.---\ \ '<14, . " \~\/'\ . ' ~ 1'''.11 II ' 7~:::;\\ ,-,\.' . , ., /\r':'-:'\ ': 'II', '<1 II. " ;' \ \ \/- , ' '<1.1 '4,'. . " :', II .. It. '<1'. ~ 'rPOURED IN PLACE ,', ~, 'I" , .:'<: CONCRETE ~.; .' .. r' ',I " .' (2500 PSI M1NJ '.'\.ILJr-: .~/ , . '~.'~ ~ 'N") ,'( .' A 4, 14' , , , .~: ',' ~ ,'<1" ' \~;"~\~'. ~UNDISTUR8ED . ~..1 :.~., -. ' .' \~\Y:~ . SU8GRADE (TYP'> ,~ \ \ . \ , \ .......-\ \ ;::.. \ ; 2' /,~\ \ \~\~A \ \\~~ ?).~. 'f'\0 \. ....'\ \ \' \\ '",..... :.. \ ~~0~\y .-\ \..\ \ \..........~\... - ,\).~ \ -- -: (%)'!J!ICAL ~.11 BOLlAB/J DETAIL 13'- r lo'-r HSS 2x6xll 4 METAL ROOF ) / (/ 1/ // \ -A.. .. r HSS 4x4, TYP. A HSS 2x6xl14 ~e.... HSS 2x6xll 4 \ \ ~;; -A.. ~~ HSS 2x6xl14 ~ L 3" x 4" x 1/4" TYP. (2) 112" DIA. GAL V. BOL T, TYP.' FRAMING PLAN ( ~) - -{ = ====:13 ~ :: r- ---- -.1=1 ('IJ./ ---- -It::f " " ::: " - -Y'- - /'-9' - 0.4" ....- ~ c5 7' A t , ^ ~> .~ ~@ @ @'@/ '~.@_ @. @ ~1s~ 3~ <= cd ~@@@ ~ ~ . t.> ~ ~@@@ ~ I- RAMP WIDTH 0, VARIES ...... 0.9" - co~ ~y , CURB , - 0.9" 1'fp/C.AL BAl4.JJT11iTURE PATl'ERN @ I: TnUNCATEDDOllE DETAIL No T.S. . . ~ 1JfIC.AL CLEAl.'OUT DETAIL · PLANTINGS * HYDROSEED MIX TO BE AS FOLLOWS: FLOA TING MANNA GRASS (GL YCERIA BOREALIS) AT 3 LBI AC TUFTED HAIRGRASS (DESCHAMPSIA CESPITOSAJ A T4 LBI AC ** AT SWALE SIDES' USE "ECONO-JUTE" /14" - 1/2" MESH IN TREA TMENT AREAl USE "ANTIWASH GEO JUTE PLUS 474.00' *. 471.00' -r<?' ~€. ' 9\,.0 2~\ SLOPE TYP. ~ 472.00' TREA TMENT AREA 4.0' 4.0' TREA TMENT AREA 18.0' G;)TY!l~A~ECTION GRASSY BIOFlLTKATION 811m 12" PIPE -,. \ OUT-FALL INV=472.60. - ~ ~, ~ ..v 'v w .... 'V_ '<-- ..v w,.,> w ~' w~. ;-- SWALE 'v ..v....J .. BOTTOM 12" PVC PIPE P.C. CONCRETE "LEVEL -SPREADER" (FLOW SPREADER) ,A --- -- 8" - - PLAN VIEW M DITCH lNLl'J', BIOJ!11T/UTION SJALl.1J 01JTLlT SECTION (/5\TYPICAL SlC'l'ION DITCH INLI'J' W NOT TO SCALE W NOT TO SCALE .,. ~ Z >( <.0 ~ CI') ~ ~ , P.C. CONCRETE "LEVEL -SPREADER" 12"x 12"x 4' (FLOW SPREADER) . fi6'\c165 DITCH INLET DETAIL W NOT TO SCALE N. T.S. MC'75 . . DITClI DETiUL , W NOT TO SCALE ----- ------ 1 .... 11' - L - 24" MIN. - - CLEARANCE 24" MIN. 24" TYP. 24" MIN. - _..... - - - CLEARANCE CLEARANCi - 6'-0" MIN. CLEARANCE - NOTE: MOUNT IN CONCRETE SLAB SECTION PER MANUFACTURERS RECOMMENDA T10NS. 24" - - (J;)~!r~YCLE BACK (fJ'l!.!:!CAL.lJ'l/Jl'lY TBKNCB -,/ PIPE CREATER '!BAN 1'-2" DEEP 473.00 >= fD z o i= a. ~ <( o 0::: o · Li...~Lu ......:::>: ~V')-<(O::: ZrvZO .............>..: ~~Q:ci a...Q:;~--J · · -<( r-- laJ ~"""U ~ ~ f::--J ~ ~ '-c(....... t-::t: ....... ~ ~ ~ a... 0 LO 0::: tiVlU'-DCl. 0:: -<( V') t-t') V') a... V) --J --- ~ laJ ~c o f:: a...--J ,-- .......... ~~ t3<3 Q a bD o d Q) ~ .~ a:) bD ~ g .S t.. ~ l$.t =' ~ (O~ 00 ~ r-~~ . - ....... r- l'-.... .... ~ ~ .-.. bD ....0 '" '\ r- ..... d """" Q)~Q) ~ ~ .e~ ~ -,-1 ~ ~ ~ ~ ~ '...., bf) ~ $.t ~ t'-4 Q)Q) .Q ~ ~Q)$.tl'-<t> (d ~ ~~~.s ~ ..... ~OS . .1j ~'i I~ (;.) .p).... (0 <<I l1J ~ ~t,~~ ~ (.\j ~ .e :;- ~ .B ~ ~a~$.t ~ ~ (l')00.e.Q b ~~ . (;.) ~ ........ DATE 29 OCTOBER 2007 SCALE DRA WN BY DESIGNER NO SCALE JLB RF CHECKED BY PROJECT NUMBER SHEET NO. e5 RF 07--194 B OF 1 0 SHEET(S) (II ...., ~~ c> Q~ all Q: ~c ).. ~) C: ,.1 ,,) ~c '" o ~ ~ fii ~ ~ ~ ~ it: ~ APPROXIMA TE 3'-0' - USE AASHTO M-248. TYPE N. ALKYD-RESIN TYPE (OR APPROVED AL TERNA TEJ. TO A MINIMUM WET FILM THICKNESS OF 15 MILS (O.4MMJ . Cd;) !#!'f!~ ARR01YDETAIL .. 1 0) ~I o ~ ~ >< o a: a.. <( t J..J. --r-, I .... 'I I 1 ---n 1.= ')-, I -,I i 1--. I j .- '\ I , I , 1.--"'-.....: . 471.42 ~ : ~ IJ(.<;,,;,~.,::;:' ,:> ,':;: ~ Jt:' ~---I 1 ,-. I I I~' .....~,,:,':,.~O d~ ~:'." :, . . "~. ..,":.....::" ',.. OS€. S1~ " " :.,. ..' .; _ EXISTING'\\)'.,..~>~.::~..', ,..<.."':-:~.f'~~f'C~?-' ("::'. ',,' 24" CONCa . ..k;/~ 1:- . . . . <l.". ~ STM /.:,:;',;.-,:':.<,'.,'..', ;;n = .~,. ,. ~~III... - __--- ,III ~- .~ '111 ~-- I (~. ~~f!1YJj'CTlON TO EXISTING STOBJI PIPE ... .:4 ( t. fR t:i Pi i f u a is ~ w ili ~ ~ ~ ! ,.:. $!. ~ i: " SWALE OUTLET BEEm .\5J CJ) ~ ~to O:::~ r.3' X2-112' X318' 8 t'l'> I . ANGLE ~ 7 , ^ d \:' :/~:'" .....1 - E......_....~ ~.. ....:...... ':'\'. ~ ~ r:....~.:.. S ~..:i:,: ~~:.~{:.~,' ~ :~.:~~:;. ::~.: ............. :...,......:......... ::\/ ::: ~~::;,; <::(,<:'i,:::::; ;,;~:! ~:~ . i.o / /!=== / ~ j :12' X2-112' SQ.- EDGE FLA T BARS ~ I ~ 2' 4-314' / / ~ ... CO C\.J t ~6' - ..r~ tO~ 24' - 6" ! 6' 36' ....... SECTION A - A 2'-3 318' 3'-3 3/8' -6' t 2'- 3" SECT/ON B - B FRAME PLAN 2' 3' 518' X2-2112' SQ.~ SQ. EDGE FLAT BARS EDGE FLA T BAR 518' X2-1/2' X30' ../ SQ. EDGE FLA T BARS FRAME SECTION <0 ~ co ~ I I - I I I I I I II - --.......... I' -............1...... A " A -0 ~ PLAN co..c I PLAN SPACING 3' O.C. 5/8' -11f- 3//6' 5/8' .:.,l~ 3~/6' II II II II II II II II II GRA TE SECTION TYPE I ..t ~ ... (\J NO TES: I. ALL PRE-CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 314"-0" COMPACTED BASE MA TERIAL 3. PRE-CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A6/5 GRADE 60 OR WELDED WIRE MEETING ASTM A497. 4. ALL POURED IN PLACE CONCRETE SHALL HA VE A 28 DA Y STRENGTH OF 3000 PSI & SLUMP OF 2" TO 4". 5. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE. 6. G-2 GRA TES MA Y BE USED IF APPROVED BY THE ENGINEER. 7. CA TCH BASIN. FRAME. AND GRA TES SHALL MEET H20 LOADING. B. INSIDE FRAME DIMENSIONS: 21 3-318' X 2' 8-1/2'. 9. 318' CROSS BARS SHALL BE FLUSH WITH THE GRATE SURFACE AND MA Y BE FILLET WELDED. RESISTANCE WELDED OR ELECTROFORGED TO BEARING BARS. S1YALE OUTLET @(OD.OTT1'PE"JJ"CATCH-BASIN) C6 N. T.S. ~ t'l'> - l t v WALK OR CURB ~ 4" STRIPE . ~ TYPICAL \ ~ .~ WALK OR CURB 48" ;>.: CD -2' TYP. -z o -t= a.. -(/)=(2 -Zu (/) O:w (/)0 >-z WQ (/) -Ct: 5 W -0:: .~ <( o @ !P!'!'!!! ARRO" DETAIL ..I Q::: p4lW .......~~ """"- - (:)(/)-<1:0: ~O::~o V) :> ~ 0::" :::! ~0:::J:8 ~ . . . ~......... ...... .-. ~......u:<C~ .. ~ l:: ...... ~ <..!) ~ Q ~ ...... ~- t; ::t ......... ~ ~ b: --J Lu Cl. 0 LO 0:: Ci: ~ tiV)U (Q a... ~ ___ Q: -<1: (/) N') (/) Lu U 0- Q a bG Q) ~ .~ co bG Q) g.S t ... I J.t :::t b1) co~ 00 ~ l'-~~ . . ..... l" l"..... ... ~ ~ .-. b.(l 0 ,." l" = s:I ..... """ Q) ~. Q) ~ <1.) lC)~ as ~ --- (.) ~ ...... ~ ~ ~ ~ b1) ~ bDr-. ~ C. ...... Q)Q).....",.. 0'.) ~ Q)J.tl" ~ ~ bO~s:I J.t 00 .. co .::= E-t '00= ..c: ~ Q) I '0 · c..> ~..... co as 0'.) ~ ~b8~~ ~ cO rz.. .S ~ ~ E ~ =: ~~ J.t g ~ ~ en ___~ J.t ~ ~~ . c..> ~ ....... DATE 29 OCTOBER 2007 SCALE NO SCALE DR:~N JLB . DESIGNER RF CHECKED BY PROJECT NUMBER - SHEET NO. C6 RF 07-194 9 OF 1 0 SHEET(S) fl. ....1 ~~ c. Q" Q" Q: ~c )... <.:~ ai <=) ~c 0\ C ~ -::- t-r) , g.'..I~\.ST&>..h- , ~ 279 ~.~ _ . ~~ t-4 Da'nd J~ Dougherty ~ ~ U ~ OREGON IS ~0 ,&r ~(PE A.~\..J ";' PJ..ANT eCHeJ:>UJ..E' KEY. GTY. BOTANICAL NAME tr<FF=c=; TIC Fa . . c,QMMONNAME SIZE COMMENTS 4- 2 T1l1a cordata '6reensplre' Prunu& 6g.entiJ 6reensplre Linden . 5argent Gherr'\{ 2" cat. Matc:.hln~, limbed up to approx. 6 ft. 2~ cal. eta, matc:.hlng. full limbed ua:i to 6' SHRUBS' - t AUC BTG' os RIS 11 24 10 :2 Arbutus unedo 'comPaGta' st.ravbert'),l Tree Bert>erls thunber~UI 'GrlmSOn~' Crimson P.Y9my Barberry 05marea burk.woodil OSmarla Rlbe& e8n,.9Ulneum Red flowerlntl CUrrent S Qal. .2 gal. S <3,sl. 5. tisl. matc:.hln,g. full, 36" ht min. mat.c.hlne. full mat(,hlns, full matc:.hfns.' full \Ii .sf '~J .~ ~~ 51 .. ! m . II;;; Iii IiI ~ L ~ND5GAr"'': &UI1:)I!L.INI!5. A. sOIL ~MAT1ON "'T P1.ANT ea::>e . ,. FINISHeD eL.ev''''TIc.?N OF eus-eASE TO se 1e" MINIMUM sEL.ovi FINI5HED 6~ 2. TILl. euB6AAOE THOftOUcSHLY' to '" 1,.iJ:r" ,.... OF &.. MINIMUM PRIOft TO PLACEMENT OF T"~::CIL. S. . PLAGI! 16" MINIMUM OF TOPSOIL 0Yet T1L.L.EO ~~ N:JO 4" OF ~ANIC MA., ~ NC) 15-5-10-10 rr.:l'T1L.~ TO T""".~IL. "'T THE AATl! OF 20 L.S&. ,"t::I'- 1000 SF. fItOTC::>-T1LL AMENOMENT5 ~ TOPSOIL TO '" PePTH OF a" MINIMUM. ...':,. , 4., . ~IJ:)E S" OF 9H~""r:.v FIR SMK MU1..CH O'-II:R ALL PLANT 8&:&.1.:>>. e. PLANT M"', gorJAL 1. f'lCtaVlOE ONLY' HE/l\L1Wf, FULl. PLANT MA.,Q"lJAL "'T SIZeS ~TEP. 2. f'lJIHr eue5Tr1VTJON$ TO se ~ BY LAN~ ARGHI'1"eGT.' s. PLANT 1-"'Y'OUT TO ee ~. t" ",~ BY'_~ ,tItGHIT'E(;T PfltJOIlt. TO INSTAL.L.ATlON. IRRIcj,ATION Nc:::rr1!& 1. "'lJ... ,.L.AHTfN6S ~oeeoFOft.THl5f'1ltO..EGT Me OIltOU6Hf T~TAAo eu,,~' FOR THEft( ~05a) $~$ GONOITION$. 2. 'OfER! AICE NO LArfl ~ fI'FtOP'09EO FOFt. 'Of! PRO..JEGT. 9~ THE APP'L.ICANT PRaP0eE5 SUJU:>lN& THE PRO-JEC,T ~ PEFtM/l\NeNT IN-cSRaJNO 5PRIN1Q..ERS. 4. AU. P1..ANTIN$5 YW- BE MANUALL"'f ",,-=-...et) 8f 0t'CNER 16 ~~ ~ E5TASUSHMENT AND IN TIMES Of' 9I!VeJltE ~T. ',' ...... E u U ~ 1, u ~. - j JJ j fl J Ii 11 <::)0 :) c&E!NlfII.AL. NOTI!e 1. 5EE 1!N&1N~'5 srre PL/I\N FOR GOMPt..eTE ~ OF SI1E AREA . !, m ' g "I ! I ~ ~ X in , \ c&UY l'IURe c c c c o ," <: o~ c L ~ (, ~ ~ C't X , . STAKl$ A5 SPeGlFIet) - evJ:NL y SP~ (:,2) E!I'Gfot ~ALlCONIFER ~ (9) EACH SHAJ:)E T'FtEI! ~ave ~ FROM TOP 113 OF ~ eAu.. MULCH A5 5PEG1f'1I!O (;Z" ~ ';'1'''rFwNtq Tl P1.ANl1N6 SOIL. ~. c5 ~ ~. !. (IJ n 4' . SI...Of'e TO 6RADE II , L> EXISTING WALK 4 <1 Ll l.l' i I ! , . ___..t.-,~ .<,~. .__ ___ ~~ o ~ ) ~-;.... ~ ~ t-:- ~Id ' .z. tn . .... NOTE MARK THE NORTH SIDE OF THE mEE IN THE NURSERY. NIP ~"TE lREE- TO FAGE NORTH AT THE 5fTE ViHaI EYER P05efBLE. sue 6FV.DE ----I ~ <1 j' , I . '4 H __1\ j .. GOMP,IG j r:v TOPSOIL ~ ROOT e.a.u..s aNI.. Y) ~ -f1\ TYPICAl- I KEf: PLANTlN6 ~ 5EGTION , NTS t=-= o w .., o a: Q.. DATE: 12-1Cf-1 REVlsor~s: W I- -- CJ) 0: 1:!.IC!l ,- z 0:. >- <:I~ (.) ~ ~~ O~ Ofl.. CJ)~ j "~ ~ c c c ~ ~---~ 12~ /' ~ j ~ Z -=- ,~ ' (r - -\ /(- -v.,i, -v-j-v-. ~ /l.---....v.,. 1 -v'" -v- '-... _(-'.' --:':.~ · · '-J.. ~ · ~-.. \---. ~ · · · · · J '. ' , . ,'. ,. . .. ,'. ..., ./" ^ '" /", . ,... _ / .'. · " .", ' .", '..,' . _0_ __\ -........-.. . '"'"=. .. _ _ '._ _ '............... 10 AlJC c < :J 24 BETC, P'LANTINc& L.E!c&ENO v I rc.FF=c:i . TI. +6+ z2 3 TiC, 11\ ~=-=]y~ AV~. LANDSCAPE PLAN DWG ~IO. - 20 40 (D LA-1 - o 2 5' 10 SCALE: l' = 10'-0' NORTH DLA 'IIC~ COPYRIGHT 2007