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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/21/2007 ~ (f) /' <( > ~ ~+ b I in <0 ~ ~+ b I 00 ~ I " + ::: tI') I .. N b I b tI') I- :J U CD 0:: :J U (!) z F (f) X lJJ b I b -c- 5' -4" .... . ~ 4 ~ CC ZONE 85' -1" ::- SCREENING FENCE FOR EXTERIOR STORAGE SHALL BE NON-METALLIC AND OF SUBTLE COLOR IT SHALL BE CONTINUOUS AT 6' ABOVE GROUND LEVEL BTWN. ERAC AND ALL ADJ. NEIGHBORS . . NT ~ CJt.~:r:P. + ~.~ --~ ".. " . .- ;1 ~ ;; c~t ~ :, ~ ~ I F F - '- f ...:::::: j ...-" I F - '- :.- ~ ~ "- ~ " -- _r ,- :-... ...., ) -~ ,- - ,- -" "3 ,- ,- _\. , - , - b. b r b- r 6----::::. F -::::::- b -:. b F - \. 6: f b b: F L-= f -;::. -:::- ::::: :::. " r- ~ ..::- :::;) f t:' f -:::J (.' ~ .> , ~~ ( , N f'. . o <.0 \. _____ "7i i -::: ~ - ___.;.J - \- ~, '- -" -\. J- ") ,- - ,- - -\ f~ '- ,- - , - ,- -., , - b b b l i b b b L -:::. b b... -::;. ~ ;:::::;. .;::::.. - - = .::;. EXTERIOR STORAGE [--------------------- .,..,.,... LINE OF EXISTING ASPHALT . 1 ~ 1 ~ "'~:t:""".. '., : '. "... .............. N f'. . o L() .. ~ \ \1. i VISON CLEAR AREA ~ ~.......""'h SHOWN DOTTED 1 0' -0" 1 0' SETBACK 5' -4" l .q- I in in I m .q- VISION CLEAR AREA SHOWN DOTTED \ \ \ " " '- .......--- -------------- ------ 11' LOADING 9' -0" 36' ..;..0" cc ZO \ - .... -= DISABLED PARKING 4 PARKING SPACES AT 9' EA. (E) BUILDING TO BE REMOVED _ ~1". ~~',-~ ~ J ~ crp.1 ~ .. lIEIICE . \~ r. ... FIRE HYDRANT~ .. r ... I // ~ SITE SUMMARY \~ ROUTH #11 BUS STO" 40TH AND MAIN ~ ADDRESS: ZONING: LOT SIZE: MAP NAME: TAX LOT #: 4396 MAIN ST, SPRINGFIELD, OR CC 26,426 S.F. 17023231 100 / /' 43RD ST~ / PLANNING AND ZONING /' ~ C/) z <( ::E MAX BLDG. COVERAGE: 35% OF SIT~ LOT SIZE: 26,426 S.F. EXIST. BLDG TO BE REMOVED: 4,692+/- S.F. PROPOSED BLDG FOOTPRINT: 2,100 S.F PROPOSED% BLDG COVERAGE: 7.9% 44 TH ST. MAX PARKING AND VEHICULAR AREAS: LOT SIZE: 26,426 S.F. EXIST. PARKING AND VEHICULAR AREAS: PROPOSED. P ARKNIG AND VEHICULAR ARES: PROPOSED % OF LOT: TOTAL REOUIRED PARKING SPACES: PROPOSED DISABLED P ARKJNG SPACES: PROPOSED STANDARD PARKING SPACES: ~FIRE HYDRANT .. MIN BYCICLE PARKING REOUIRED PROPOSED BYCICLE P ARKING-8PACES: \ V A C \ -Y v A :J 1/100" = 1'-0" 115'-5" CC ZONE NT ~~ ~ 7 ALL SET BACKS MUST BE /NS /1 LANDSCAPED STANDARDS /' PER 31.140 '=- /' ~,~ l .. rr- I~' r-, _ _ _ ~ _ \.,-l ~(t/ 1\ - --- ---- ~ _.:- ....-. . r- ,..., (r' \~ r 11 5.20 Ga0B' s vV\~lv- C(,. (\~l rr- I~' ,r-- ''''1 'T--r r 1-' (ef; ~: D , ~ , :L. J \, _ .--J ' ,- . --~1 .. t' '"1\ , .'.1- \\ \ \ ,.. u p-- ,- . rr"\\ 1-' c~ n-- r ,..., I"', d..-J ,- (E) CARPORT TO BE REMOVED I- I I I I I ) / / / c / z / ~( ", ~I ~I ~, )>1 ~~ )> " !:j " > ( \ \ I , I , I .. l '~ ,\ ,\ \ -' \!--11 1\ ._. .-J I (E) BUILDING TO BE REMOVED p-' I "'r \' " -" "..-- I ..., \ ) ...J..-L \' t.J ~XTERIOR STORAG~ \1 VISION CLEAR AREA SHOWN DOTTED t. \w" PUBLIC SIDEWALK '-1 LONG TERM BYCICLE PARKING SPACE. SIGN TO BE PROVIDED BY E'MPLOYER 210.20 83' -0" 51'-6"+/- L.L.- - S- s --~ :J _A \ 1/10" = 1'-0" '1--l1 \ . \.... . L \.\ .~, rf r" I ,.... n-v ,... \} 1':..... . J"J, {'_ 11 \\ w o <cr 1"'( ~l I- u... (f) rr----. 1 ..., (r~ n---n k.:... L.1J .1_ u .' 1/' ,... I "l-'-'T\ 0::: "r" o 0:::. W l- X rr-'- , .... wi ,~\ 1 ...., L.. ,I \ \ L' ~.J , II r- ,.... n'""" ,...." oil '~~_ rJ \\.. , \ . , 1/ \,.J MIN LANDSCAPE AREA: LOT SIZE: EXIST. LANDSCAPE AREA: PROPOSED LANSCAPE AREA: PROPOSED % OF LOT: 20% OF SITE: 26,426 S.F. 5,298 S.F. 20.1 % LOT SIZE: TOTAL EXTERIOR STORAGE: % OF LOT: 26,426 S.F. 8,192 S.F. 31% LOT SIZE: TOTAL SIDEWALK AREA: % OF LOT: 26,426 S.F. 398 S.F. 1.5% 45% OF SITE 10,956+ 1- 10,438 S.F. 39.5% LANDSCAPE KEY _7 1 6 "V ~ NEW LANDSCAPED AREA *NEW SHRUBS AND TREES AS SPECIFIED BELOW WI 4r ~ ~ 3 3 . NEW LANDSCAPEDSCREENING AREA LANDSCAPING OR FENCE SHALL FORM A CONTINUOUS SCREEN AT 6' ABOVE GROUND LEVEL LANSCAPING GENUS, SPECIES, COMMON NAME SIZE QUANTITY SP ACING ~NT ~ 13 TOTAL RED SUNSET 2 PER 1000 MAPLE S.F PLANTING AREA 69 TOTAL 10 PER 1,000 PHOTINIA SF PLANTING AREA TREE 2" MIN CALIPER SHRUBS 5 GAL. ;r I b -c- ~ o <( ~ w C/) in *LAWN .OR GROUND COVER -: ::XIST. 8" HAW~ ~~ \ -EXIST. 12" HAWTHORNE TO REMAIN l I.{) I it> ex) MDR ZONE b--- I, "'- . II 'J U; ./ SCREENING FENCE FOR EXTERIOR STORAGE / SHALL BE NON-METALLIC AND OF SUBTLE ,/" COLOR IT SHALL BE CONTINUOUS AT 6' ABOVE GROUND LEVEL BTWN. E~c~C AND ALL ADJ. NEIGHBORS -EXIST. 14" CHERRY TREE TO REMAIN ~ -u s: <( tI') ~ I lJJ . Co ~~ \ \ "- ALL SET BACKS MUST BE LANDSCAPED STANDARDS PER 31.140 {\ -""l'\ rr-' ,J J..-1/ ~ t \ 1 ~. ,\ rr ,J ~ I, \J , . \ \J. )Q"'l .' : ............. I .' .... ." .... J \ ". j...... ~ \ I ". \ 11....... t\ ~ ... . \ I ~'-.\.. I \ .. - -:'y.~~, ~ ooe TWO WAY DRIVE / '\ \10' BIRCH TO BE REMOVED EXIST. CURB CUT 24'-0" 40'-9"+/- 5' SETBACK 5' -4" /2;P~07o iMp J . ~ h.. w~ . t>'\~ .::::~.:...... . . . . .................. " .. III " ..................... . , . ~::~::::::::::::::::::::::::::::::::::::::::::':t:...:.: .. . . .. .. .. .. .. .::::::::~~::::::.:::::::::::::::::::::::::::::::::t.n~::. >X'" . : . . . - ............ ............ ..W:I'U.... . ::::::::::::::::::::::::::::::::::::::::::::::::::::~t:: : : : : . : . ,- :::::::t:::::::::::::::::::::::::::::::::::::::::.':.:.:'~( : : : : : : . : : ............................~)fl.. . . . ..:.::.::.::.:::::.::.~.::.:::.~~ .' . . : . . .' . '.4' o 0 I 'It Ul 0 o m U (J\ Ul ui Ul Ul ti (1) (1) ~ (1) (1) i: (1) (1) U o 0 0: Ul Ul ~ hi X ~ 9 ~ 0 ~ ... @) o ~ <{ o ... WO ZZ Ulj N~ (1)0 NO. 'fjJ f HfH fH ffj fH fj lfHf HI U m If f[j f HI Iff Iff[! m If ffj jfj CY <C U <C /. . I j cr: ~". I . J (f) (Y CI. (Y 0::: ...-0 (f) .. o z-l -w <(- Lt5 c.oZ 0)0::: no.. "","(f) /: I I I- Z ~ Z o U I- lJJ lJJ :r: (f) z <( --1 CL W I- (f) JOB No. OOOO~6 DRAWN CHECKED )vS DATE ~ 2-~ 0-07 REVISIONS DRC ~OO 7- OoOg8 SHEET ~~tr 6P PGS: 5 S)~ OF I 61-2' - - ^'V/ --\ ~ <~ I ~ C;:I Q . Q f{\ =- Q I ~ N o 1::;1 c:::. " I ............... <.. - ..... .................... I B F ~OOf( F_AN 201-01 u L066Y II: l -----------. u :8 0 0 .30' ..I' 8.31..01 1~I..o' llZ>l-SII r _n, ~-~ ~ MANAGER 9FFICE ~ .' - I . \2 " ~ ',~/''-- --"" ::". /' \ I \ I ~ I . ~ · -, ~ / J II / \ 3 / \ 3 / ........_-OL .. /. . 0-- - , I I " I ! ~ ~, ELECt _ \ DATA , J~I.. J~' 8.31-0' l " O1-rICE~ J 1~'.. J~. 41"01 JIo_. ~" 1 ~ .. ~ r. . 141- 2 II l.J 6REAKROOM/ CONFERENCE JOT 0 RAGE L 14'- 2 · 111_211 , WA6H6AY. 1/41 = 11-01 ~ I ~ ~ I 1- in I ~ . ~~~. #O~. :i I ~i :~. ~~.I~~~. IL .....:.. :.::::.~....... ..1::...:.;::1.::/1.1.1:111: A: :):.:: .. .. ... . 0 0 ~ . ...... . v 11) u · .: ..... ~ m ~ III 10 J ro llJ ~ ro ro i: l'J ro ~ o 0 '" lOll) (,i- ~ ~ ~ [II:@)_ ~ ~- <( - o ~Q Zj ~~ roo NO. i (Y <C U <C / I J (Y Q I Q ((\ I (f) (Y 0, n:: 0: ....0 en eo ~~ <Cr:i: 2" co~ <>>0: ~5; I - /' I - z o i= ~~ ..JW ] r:L LLJ ~ 0:: I- 8(f) I Li~ .JOB Noaa, 6 o CHECKED DRAWN )~S .. " DAlE ~ 2-10-07 REVISIONS /. ,,1-. Iz-, /;jtJo.7 7&./ "J{2V UJ01-oo(}~ " /)~ 2-()f 5 SHt:.t.1 A" OF1 FAINTED CAP FlA5I-IING~ 5TAND~ ENTEF1rRI.5E.........-e nte rp rl- se RENT-A-CA~ 51GNAGE "' FeR SEPARAte FEFeMIT ' =- ALL. GLAZING WIIN 24' /OF Doo~e 4 60' OF WALKING eu~Ac=e (FLOOR SIDEWALK) TO as TEMFEF<ED. I =- nEA5T ELEVAT ON ~ ... 5T ANDARD ENn:RI-~15E ~ RENT -A-CAR 5fGrNAGE -' _ FE~ SEPARATE FEF<MIT .-e nte rp rl se J l\ I , / / I \ \ \- , / " / / I \ :::::: \ ...... \ ~ ~ - . . . :::::: \ ,,0'''0' ...... .\ J, ...... I JJ " . " " . \"\'\\ ~\\\ \\ \.~\\ \\ \t\\.~: \:\:~ \ U: \.: \:t \\ \: W W:: W:. I \ \ \:.: \ n: m ~: ::,:':\ n\ \\: \~ %: \ \: \\: m \~mW mm.' \ \ '\ m i: .::;:: ~\ \:: \: ~: ~ \ U;"~ \\ 11\ \~~ \\ {2\50UT4- ELEvATON ~ PAINTED CAP FI..A6HING ~ 'CMU-" AT60DY OF eul1-PING~ A60YE ICMU-2J eASE "" = 'Q1U-2' AT SA6E OF .\l%\\....%\\\m\\\\\\:.\\\\:\\\\\\\- ENTIRE e1..DG. "\ . . . .... . . . .' . . . . . . . . .' . . . .rnx~~~W~nU(:~:~ ))/~~)~~~ ' [:4\u.e5T E._EVATON ~ AL.L GLAZING WAN 241 OF DOOF<& 4 601 OF WALKING eUfi15=AcE5 (FLOOR SIDEWAL.K) TO 6E TEMFERED. .jCOIL.INGr OYERl-IEAP DOORS FAINTED j = . =t -( ~ = 1/4' = 11_0' AL.L. GLAZING WAN 248 OF DOOFeS .. 6(/)' OF WAL.KING eU~ACEe (rLOO~ SIDeWALK) TO 6E TeMFeRED. " , , ::. PAINTED CAP FLASHING ~ L J " " '\ " , .I 'CMU-I' AT 60DY or euILDING\ A60YE ICMU-216AeE \ 1---) ~ -- \\) I., 1 ~" / " / '\ / '\ / " / " ~~~ ~[~~ OF ~~ ~\S~\\\\\\\\~~'\\\\\'t\\\\\\\\\\\\\\\\CI \\\\\\\\\\\\\\\\\\\\\\\\\\\\\I\\\\\"~\\t.\\ \\\\\\\\\\~C\h\\\\\ \I~:\\\\\\\\\\\\\\\t C\" ' , , , , , ( / / / / /~\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\t = r (3\NO~T- ELEvATON ~ 1/41 = 1'-01 -enterprise d ^ , \ / / I \ \ \- I \ \ I /' ;)( / :~:~:~ ,,",,",," .",,".' '- :::::: '-: -:.' :.::\\\ \ :\:\m\:\'::',. ~:\~ (:\ ~,:: t:\\\\\\\\\\\\\\\~h\\\\\\\\"\\\\\\"\\.1 \ \ ",' : : ::: . . ,,". : : : ~: 1/4' = 1'."1 Q . iP 1/4' = 1'-tZ)' A~ -- ~ , tTANDA~ I:NTERFRI6l: ~T -A-CAR 51GNAGE FER SEFARATE PERMIT . / :.. ~ I ~ r Received: /2...f-/~L ttl.I}1 ~ ~~. 'i>~~. ::.::::.~. .' . . :::;.:.::::.~.." :. U:.:.:)....:QjD~... .:.. . . " t::::::::::::::{::::{::::{:::::::::::::::E~.:: . :' : . : .' '. . . ...............................u.. . . ::::::::::::::::::::::::::::-::::::::::::::::::::::'~:J1!':. .: ':.': . ':::::::::::::::::::::::::.W.<('. .' .' .' ,_ e 0 l v It) g e m ~. ~ U') III It) tfJ 19 "" tlJ t'l l:: . ro l'.1 a o 0 ~ If) an OJ I ~ ~ D ~ ~ Q . . N '. iii- . >N o(l' 3:0\ ...It me .- 1d0 ZZ Ul~ N~ roo NO. . ~ j f} j j} I I ~ f [; j f: f f: f j j f I ~ If} j j j f [j j j} [1; I! ~ f f: j f ~ f j ~ } j}: [~f [:: , . -I . . y <C U <C '/ ~ ..: (Y I J if) . c.r:: n (Y ~ _0 . I J f) .. ~~ <Ii: /" 2C) U)~ I J mo:: ~5J ... ~ A - :J i (/) L o F ~ W ..J W JOB No. 0000;6 DRAWN CHECKED )v1S DAlE p. 2-1 0-07 RE\1SlONS SHI:J:.I ' J~ '"UJD 7 -0 00&3 A 2 OF 2 jJfJje- -3 of E 0==- - t' '" , '" , 0.:: 5 I-r' E ASSESSME~\ I OF EXls'"rl'G CO'DITIO'S E:' 1& E R P R I S E s ::C ASS :: 5 5 0 R I S S ::> :{ : N G R E:' I :~. 2 A CAR W.M. TAX :_OT OREGO .'\j 100 32, T. 17 MAP No~ 17-02-32-31 '::E-_D, ~_ANE OCTOBE{ S . , W., COUNTY, 29, 2007 .- :;..... ~ ,------------------------------- I I I I I I I I I I A: .11 NET n:.. l I . ~:tr '.' l:L .Ij/Sj.2> I~ ~ :': I I :.' I I I I- '" I I 1-.. ~ . . 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"',~, ...... ,...,.........,,1.:.-. .:-..::.:~~i/.~.~l . '-.:Ii 1 -:':=, + " ...... ' ct.... ~.95 ".'" ......- ,." ..l,....... ., .. ,.... 1 . .n 1 30' . : '. "... ',d-,.' ...,....... ' "" ""... ..... ~...... ;'" ,.'...... '.,' , :::.y-<: I c: :::.- C&G : '. ",.~~T", . < ,.........,... .".... " , JI <: : ;'JEl.484.lS EX SAN M~ . RED CAP ...... , . .... " ", . - . "P/P..#8803Q -. ..... t.. ~ C> v "/.ZRIM 484.76 : - ","', ..~........ '...... 1 ,..~ -- :-. Yo.- DEPTH 8' ~: ~~~.lI7LS2280 " ~,~~..8~>.,.".,..."El:.'4a~~',..,...",.... '''. ~~~.r.....>' "'\'i' :::1 ~ . GS ::>. C&G : g;"" '" '...... . ""-, '. ". . " "', " " . ". \~:.~...~) ';. IC&G ~~ EL484.30 FREHYDRANT : WRO'V'UTlRONct:'t.lI'C ........, '.... ",", .".... .,......~.<:..-~,:\:~I!!~\~:OJ~'M~~: GS "'tL.<1lS4.LJ, /,.:.:\ ALCADI'\C'U'\ "'G / . l^.:lfl rt.:J~ ~ '. rx DRI' )EWAv .. . & . ....". '\...,... \... ,. ~:I. . /' ~ ,,' Mr Vvfl.l lAl : ........ ..... ;.,,' ...JQ'Rt~Alf~(. I',{~.:... ,', i507i+;.....~ .', ....- -JJ..../ /' '. ~;:.., /EL484.46 ~a484.28 - .,~-:":,,, :-:--.. '. . --- ..._.._....'..~. .:...~--;--)..:":.r' '. .-: -. .. .-' .. (":.:::jjV I ! '.:: ~__ ~ ~l' ~~~~.:{~,,~~.: ::.::.: =:-::.: ::-:.:: =:'.~~'~~:::': :::~.:~;-(;.: ~ :'::'~_~:~~~~L~_~:L~::': :~-.~~~~:~~~~~i.;-~:~i_~~::~~~l..:/~/ \' : ~~~. .:: ~::.~ - ~.:.~:. :-:.'.:.:-:.'.:. :-::-:. :<.':':- :.'.:.~ -::: ~---_. . -~----. -. -::: ------1;----Ei-i>- CONe. STM--7- ~ -----. .----:;,7 ~ / ~ EX 2r CONe. s~:;"-=-,!"';'-="--r-- ----- ---= wv , cij;- . - EX 12' 01 W ---' -- aHl-"+-- ,-c;.c r- ems -. "'- ~ -. wv -- -- r-- -- -- El. 483J9 C&G a 484.54 / ./ tl. 484,07 EL 484.56 / .--- . a.RB EL 483.86 WV / : C&G _ 65' PAY a~ a~ ~,.;... - ;;- '''' . :0.. . ". . ;.. :'. ~-:-:-..", -:-:-:-_-.c ........" ...;, ,," ..-;. ." .....:..... :...... ..-! .. .. . ...; "..., '" .... ;.. '" .. ... : .. . ~ .... : .. .... . ....:.. o -D- @ I~I w (,) ::s a.. o a:::: t") -q- .:: -::: ~ ...;, <.- -:: 365' <<: .:: b. ' . t?1 I j.t . -.:; -. I V IV ~ ~.:::; , < . - < :::; ~ 'f . ~ , ..:.::[~L7:t31:0\;;~rJ}':{:~;{2 1:::-.. \C&G . '. ./ :Ar. a 484.07 414.30 -- <"'"- .-..:-: < < -<- ~ ~ " . -EX GAS EX SAN MH RIM 484.59'1- DEPTH 14' < ..::: ~ - -.::::- I 1 "'-I 1"'-1 U) ,', 1..1) b L....\ ~~ --.l <C > o 0:::: 0- 0- <C L SCALE: I" = 30' SCALE IS IN FEET LEGEND: EASEMENT LINE EXISTING GAS LINE EXISTING SANITARY SEWER PIPE EXISTING STORMWATER PIPE EXISTING WATER LINE EXISTING CONCRETE SIDEWALK TO REMAIN EXISTING CONCRETE TO BE REMOVED BUILDING TO BE REMOVED w r <C o >-- co WOOD DECK TO BE REMOVED (f) Z ;0 (j)z >0 Wr 0::: 0.... cr::: U (/) w o EXISTING AC PAVING TO BE REMOVED EXISTING TREE AS NOTED EXISTING POWER POLE AS NO TED EXISTING WATER VALVE ~-NI")<<;;;tL(){()'" EXISTING FIRE HYDRANT <( CL ~ 0 I- a --:> /'... 1'0 l") l") :E: 0 /'... /'... .......... .......... 00 00 u CL .......... l") l") l --:> l- /'... a w W 0 >- 0 w w Z :E: -1 W ro w I- -1 <( <( z ~ <( lL ro z U <..9 Z U 0 0 (/) (/) :s: w I- ""'"') 0 w <( :r: <..9 <( :5: 0 a::::: U :5: -1 0 0 0 lL (j ~ (f) Z "t 0 <5~ I- ;:::: lJ) C'\J 0 ~IO >-= L<) 't Ct: Z oof'-..-. 0 ~~~ <( 0 Ct: lJ) U::: l- Ua " :::5 - 0 lJ.J 0 Z ,u)x ..<:: <(5 i= <( lJ.J . (f) !:s<lJ.J --.lZ X :~ ~~ t-x8 L<)~<( -7~~ W ~OlJ.JO La.. L<) Q w_o 0 ;2:: 't ~ ~ fr:: f( ~ ~ I ~ \..1J 0::: L<) L<) ~ NI- l-- f(z ki 00 C'\J <( WN:J Z . . 't 0 W"xQ 00 W -0 (f)~ 0 ~ . ;Z:~CQ~ w (j) .~ 0::: 0... Z (j) (.5- .~ () <( <( <::~O :2--.1 W Q .1 (Y (f) ~ if) . lJ..j ....... Q tu ,0 (j) W fr: GJ 0- <( r (f)LL I (f)0 w wZ ./ (f) fr: I- W (f) 0... (7j <((/) . .. W I- 0 ..J W I- J I- 0 a:::: I- a.. W W I (f) /~&!,2g07., /' EXPIRES: 06-30"2009 ~)fZ-0 ~6D l-()()og,3 SHEET No. OF '?~5& 4- b f [; FN TERPR/Sf- SITE DEVELOPMENT PLAN, GRADING AND STORMWA TER MANAGEMENT PLAN ASSESSOR'S MAP /7 02 32 3/, TL /00 SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 29, 2007 SWALE & 4" PIPE FL = 483.0 NOTES: ALL CATCH BASINS GIBSON STEEL OR APPROVED EQUAL. FRAME & GRATE~CURB & rGUTTER R~ , c}/ <J Il JI ~t'-~ ~~7 411 SWALE OUTLET FL 4832 1_ r, '-0 811 PVC OUTLET '~ 1'>- TO 15" PUBUC STM r-,' IN 44TH Sf. "" FL - 48W -.. - '" 8" TEE ~ 8* PVC PIPE - BOTTOM RISER 480.0 '-MA TCH RIM TO DITCH FL AC PAV. SW ALE FL 482.5 CATCH BASIN CB BOTTOM 479.0 SLOPED AREA DRAIN CA TCH BASIN/AREA DRAIN DETAILS NO SCALE -:;: - I I .5'. ""'" <:. 8' SW ALl; . WIDTII ;.... ~2.0'.,.. -.:: 3.0'. BOT. HYDROSEEDGRASSY SWALE WITH: · 70% PERENNIAL RYEGRASS · 20% CREEPING REO FESCUE · 10% . HIGHLAND COLONIAL BENTGRASS (HOBBS & HOPKINS PRO-TIME 825 DWARF BIOFllTER MIX, OR APPROVED EQUAL) JUTE MAT SHALL BE INSTALLED OVER lHE HYDROSEED AND STAKED DOWN. SEED MUST BE CROP AND WEED. FREE. SEED . AT 5 L.8S. 11,000 S.F. :> -.:: 2.5' -3.0' :.- 1.0' ~ TOPSOIL SHALL BE: . 60% SAND · 30% ORGANIC COMPOST · 10% TOPSOIL (NO CLAY) SAND MIX: SIEVE SIZE No.' 4 No.8 No. 16 N04 30 No. 50 No. 100 No; 200 en t ----r--t 4H; N ~ ~P^V 1 r- r I- cr w o..w ~Z 0.. ....J % PASSING (WEIGHT) 95 - 100% 80 - 100% 50 - 85% 25 - 60% 10 - 30% 2 - 10% < 3% FLAT s-c- 0\ A-A TYPICAL GRASSY SWALE CROSS-SECTION NO SCALE VERIFY lAYOUT WITH DESIGN BY EACH UTILITY (NW NA T GAS. OWEST. SUB. COMCAST CABLE) FINISH SURFACE =111=111==111=111= " 24- MIN - III . OR AS - - - ~ - 3/4' - O' CRUSHED " . REO'O =111= . . =111= ROCK BhCKFILL IN =111= .: ' :: ~:: .:' . ::.', -~IPE ZONE 6. TO TOP - '., : .':' :,. 36- . :: '. ;:' :.=11 = OF TRENCH. . J =lll-:f)'~:' ~:,..~,.':.:. II 3" SCH .40 ElEC. .'. . ~,,_ _ OPTIONR LOCATION ---- '. . '. . . "~':' .o.;~r GAS LINE PER IF SERV\ \S TO BE . . "'l~.' .., NW NAT. GAS CO. FROM W &. NOT = : AS SHOWN FROM pOLE /; - ~ 1-1/4" SCHDAO PVC WTR IIRRJ AT SW CORNE~.. MIN. OF/ / 1-114- SCHDAO PVC WTR (BlDG SERVJ BEDDING SAND 3" SCHD.40 PVC PHONE OR PEA ROCK T SCHDAO PVC CATV 2- SCHDAO PVC SPARE PIPE SIZE. lOCATION. DEPTH SUBJECT TO CHANGE PER UTILITY DESIGN WHEEL BUMP~ WALK... 4" PCCON r CR FLUSH WITH AC PCC W At.K NEW AC PAVING --. ',' .~. _. . '. . ) - ..... .... 4 .,.. 4 , l. _" _~III=II' '.' . .. .-. -' .":. -.' .":. .......: 4 .... .... : 4 . .... ."JIIl UIII"'IlI=III=III=f . '.. : . . . '.. : ' . . '.. : . . - '.. . . . . '.. . .... . '.:: ~i1I:::::III=III=III=III= . .' . . . . -111-111-111-111-111-111-111=111=111 ~'III'III ""11' 11'- ;;;.111 ;;; III ;:; ill::: III ::: 111111111111111111_111111111111111- 111- ~ 111=111- ,.. ALSO SEE APW A STD OWG. NO. 301. AUG. 1996 S CT 0\1 C-C s C- O\J 3-3 SIDEWALK AT BUILDING NO SCALE TYPICAL JOINT TRENCH NO SCALE -EX 6* WATER liNE ~ ~'S;: Gs~ 44TH STREET --;- .... --;----..."'---~--:--.---~--7--:--r----./---:---~--;--~-.,-- --~- r .. --.~--;--~ -~, ... ------h ._, ~---;- ;--:~==#:=;:.===~=~=~~:=;~===:=:~=~-~-:- --~ , ~ . , :. ;; ,. ~ ~ '. . ~ , '" ~ # e. . . , . ) > . ~ > - ~ ,. ~ ~ f . ,. 0< ; ~ ,. b.. '" ~ f'!t. " '!"I. ~: ' b- p . ~ ~ ~ " eXT:G (7 '" lI''' '.. ~ v !> SIDEWALK ~" !> > , ':' $ tIf .. ,. t' ... . .. 1> v t' ~' v ~ ~ ;;. , r . r ~ ~ "t e... '" .." 1\ ' . h " . ::.. ,. .. r-.. If . h ' f t. ' ,. " i rI' , , to " " " .t' .,? , . to . , l' .' ,. .. > v . t , .. ;,. 11 llo- b i' ~ ,. ~ ....b. {'.I. > ~ ~ . "... ,. ) ? l:rt Jo t ' t\. r '. ----_?> ~ .... ~ r " po .. ~ -------~--------------- --..)'--- p ------~- . , .. t' " --------.... .. '\: S.i' ... ~ .. '" ~ ----~-----~------~------~--- J1 W ::::) 0.. ih x lJJ 0=-- <- EX WM/' , REPLACE BOX AS NECESSARY . v DOUBLE CHECK VALVE ASSEMBLY PER SUB DWG FFIIDE46 DOMESTIC SERVICE 2' TEE &. 1-1/4' ( REDUCNG NEW UTILITY CONNECTIONS ~ """ '-PER UTILITY CO. 2. SCHDAO PVC \ . . WATER' ~ SCHD.40 PVC ~ ~ _ ~ PRIV. OOM. SERVICE ABOVE GROUND HOUSING FOR BACK FLOW PREVENTION . DEVICES PER SUB DWG FFIIDE46) 1-1/4" SCHDAO PVC PRIV. IRRIG. STUB DOUBLE CHECK VALVE ASSEMBLY PER SUB DWG FFIIDE46 IRRIGATION SYSTEM s PLANTER NEW UTILITIES PER TRENa:;- DETAIL B - B NEW BUILDING '" w (.) <( --' D- O fr:: . 1'0 "i" RFN/ A CAR LEGEND -"" . SUBJECT PROPERTY LINE o 5 /0 I II r. . i "Oil '''. 'I !I INL-ET. l~ : : !': .1VtL-. 483.2b p:- , . Jr l~ -, ,! .:~'I I It] 'I',<'~ h':', I '.. '\ :.\( I I .', 1 A L -1 NEW SITE LITE OWNER: CRUZ SU?AN FAYE :1 ',: ' : t J:. : 1 NEW CB 12' POLE I .: , It " I \ TAX MAP: 17023231 I. . .11 Ir. : I RIM 483.75 TAX LOT: 400 NEW SITE LITE I: . I~ ,I,'. . i 4" FL OUT 483.2 HAWTHORNE 81t W 7'\NJNG.' MDR 12' POLE 'I '_ -II .. . , REMOVE 0.. :J AJ 'I . . n ~ . .. I I, " :- l I~ "1 o 1 :. . ',I I.' : EX EL 483.9 " ..~. ~ ~~~A~REE 14' ::\;.1 ![.;: l @ PROPERTY \ W 6-FT WOOD FENCE I'" : ~I II. : CORNER ---- REPLACE PER NOTES i . '. ~ ' It. =. II . '''l~--._J_. II' , J 95 __ 'i"..1I It'l i BEGINSWALE/;i "\.-.:-\-- t .-- .n I: _. -8 --, I::.'I! 11.:' FL 483.0. t---1~ (_/ A"'-HAWTHORNE 121t -4lIlz. .O~r : {:,~~:'- ----,--\ ,t.:1 TO REMAIN , ~, II' . I U) I'.'~ \ 11.'1 W I=! \ SS 0 1 I" II I . ill", '..J ~.~, UTIUTY POLE ;L _ . · q::] I I 4.j ss if':: 00 ~ REMOVE "\ i:: : jI \ . 11..! . I" '.. 'r/~r I r, . ~ ~ ...........-. \ q V. ~ ;LETRlC METE!'! ',I,.' . - I- 0: ~ \ ,:. .\~/7~EMOVEI \ I.... r 4. W 14 " '- I i Iii' . . to 0::: . ., . r-i /, \,'. ., \ " · ~ ~ It I' P(IWERPOLE \ It,: .I '--. +5 10' BIRCH .. T: c: 1;./ a. 484.50 \ I :::I \ I,' -0 ' ~ REMOVE ""<,I "\. t .1;.... z'... ..A ' \!' I...., .1 l ~..~.' ,OJ " \ ~.J-~..' I J\f I N \EL-. 485,O~. .. I. I! i::'>.: /:~~~g~N[TER \i. :~i;' ! L4%;~ I ~/ " EX TC \ J' I AL 1"''IS A ~, -",. ~:k~c--'--- EL.;484.33 \ :~: ~:. \ ~.'-.I; ~ ~ = i 5% , "I: . ~li~ ~ . \ I ::: \ A ,.;//} ~ ~a~ A \ < ,i 1 .,...rn\ ~ EXCONC I 1:,.1 ./" 1 1 ., 1.\ G \ IlD-........ . . ! '.' 1 \\ ;/ L....... , Ai......... ...,- €R ~' ,:: 1!J, \ ~ SATt~4.46 \ H.:: ....-...../ I. ./' i [ ~ j N I. ~" \ ~ 1 ,!. . · u.r I V-- ( I , I'!& \ P) . I 1,....'1 /~ 0::: 1 I o~ I 1 ., I:' ~. 'Q EX CONC. I t I. ; . j // l.J..M:1' I v ~ ~ 5%J+I'..r J-~EL.1484.55 !:'..' // ~ w.' i , ~ C; 0 ! ,~ ...:~ - MATCH I .>1 .. 6 i r r CO ~ , " 'l~ 1 '." / --1 U '! ":> 'b SS 1/ 1 . r. .,~ 'I ~ EX TC 'I" - f // 6 ::s f{} 1 ............... 1 '/, . .1~ ~ '-. . I . . -I TR R1S .. ~~'~I' EL-. 485.3 . ----,..~/l ,R.'~~4;;.1 \":"::j ~TWO) \ ,?L-OPED AREA DRAIN AG ~ _~~~~:_ _..-: _ I. ! ...-: f. : - \ f;.. - i NEW SITE LITE I . . ~ ' /I-OW RI 482.5 COVERED OIL/WATER 1 .: F\~: 1i EX WATER METER \ 1 .'.:1 EX EL 483.42 \25'- POLE '\; · ,I '. HICH RIM 83.5 REFUSE & SEPARATOR I..,. /' TO REMAIN \ /.: 4 ..1 \,A RECYCLE I..;, V I . ) I.. .: A @PROPERTY.. r ~ 1-' b' FI- OU 481.5 AREA\ i' _IW : 1-f".~ A I _IS X 8 TEE I 81::, J REPLACE PER \._____ .. /fGI" S -1.0% EL-. 484.8::'-... ~ _ II ~(: -~- FL! 480.0 I" :.::_ NOTES ------ -. 'I AC $ CONC. - \ .s 1- ~B I. j:. c, f'-.... EL C. M TR \~::.. .:- .~ -001: -- \: ~J -.1 BEE.. G Hi ~,I 1::[.4. L '3: 1': '~/: RI EM,OVE I \I"~~~. 2.~ / / FI- EL.. 484 5 -;:WU-J1~ ~T., T 1....~'\:XTC I,....:, ; 1 "\ z;~ ::, l~/4:t EL.484.56 Ij.":..1 !BI-. 485.45 I L NIIW SITE LITE . : US ~ a ~ II. ' 14::'. Jf EX CONC. I I JI.: ' ~ 1 ...t 25 POLE 0'-- 0 <: I- '. . 'I' EL 48465 . I EX dL 4811,25' : AG $ C NCr WASH8AY : 0-: >00 I. /. '.~I . . I I I ,.' .., ~t~~ER1Y ~~~.5\3WALf HJ ~. . I ~~.~ ~ '.," ~i MATr I I I r:~ I \, ~~ "\;t C in I C, BREAKROOM/ ~ ',,!.., ~ I. <Z'.. ~ :. (Y" Ill" >11 1 I '-.J :;. COI\FERENCE 0 ~ I., 8~ .,~ I I I' 4 .. I { ~ ~~v~ / t..----:!.:- ,l t~ In : 3 'II t9"] (j) ( n If:< il J v ,ro I ~ X'.II- ,<( V) \.. _ i J\7.0' PUE \ ~~~L-~G~ '71 OFFICE \2FICE I. ::1 t,:~::t~1 ~ I':~:~ \ -...... ......- - ':>IDEW AI-K 1 1 ~,' ( .i, : It.: .. i I EX\60' PUE ---/' rC~". c.~w~. ':, ;.J x I Ii: =>1, \ --- ~ \ . .. , mar:""'"" /.":\i1 w I ~: J I i CffIC.C. .. . ~ .""G-HfD-COM '--J V1: ::"1 ~g~~ok~Rt~~K~~t~~~~~~Rb~ ~~ ~~~VI~]P-I~~SI~E /6~T5g.UILg~~~I~~~6 ~~L ) ~.\:~~G. -..-- . ... \.EX 5.0' PUE -j~.o'-fJ.._,': >~ ' 30'. ~t:-;;J PROVIDED WITH ACHITECTURAL PLANS WITH BUILDING PERMIT APPLICATION. ;Xp~~p18~T~9/ ~ ~;~48~. LOB8;~ II,. 5~L <:~~; :~f) ~~~N~~CA5u~~~DT~oB~J~ER:f~I~~~I~ER RA~~~'o~~~ ~6u~~.OP MODEL. / \ .- -'" i (5\ . );~ \: . I' . 1 LINE W EL, 484.~"l I ~ - i F :'185.35 I;:~ ir::~A3: I (3 "..::j THE SITE IS LOCATED OUTSIDE OF THE 20-YEAR TIME OF TRAVEL EL.. 48~r2"" EI-. 485..')- '\ EL. .~~"~-:-,,,,~...\ ; PIP .88030 \1 3tJ: <: :JI (] ~ 'I:.:::t WELLHEAD PROTECTION ZONE. I~ // TEL RIS" . .' "", '<.. ~~ Et ~ 1 t<t.t.. LIGHT . , ct: , . . :' il Co 1 X' . · .I ~. /20% '\ .f&7~ '. 'k:, :: >-:J W ;:..;.\ EX mE HYDRANT !..d .... / - ........ " ,,"'" ti' ..,;, ~ ' ~. I 1; 7.J,w X. EX GUTTER p....:....:J EX SAN MH " CoP l{ ~,/ ^ "-:..P '.. I' E' 4852 -:'" '.,,/ IX_ - ~ j · - .wROUGHT IRON FEN~ . ". '. n EL- .'7; .i:l.__l l- . a "-, ,~.:'1: 1....../R,484.21 " ~>.\ RIM 484.76 ,-~~ ~~ ~~;~~-~~~:~~~" _~Y::. . _.:,__~ :~5~~);:;;:f? ~~~, ~-~.~...~.t~~.....-: . I \::~~~_~TH 8' () - '. . ". . . . . '. . " - . . . 1:'.Y' ~ .,. '" r , .. , . f'!' . .... \, , .... '.' '" '. , If-r ~ . . ----........------...-----------------------"\-------T-----...---- . '::: <;. < .: '. :~2.:2:i:::;..~:~; :~: ~ ~L~. ~-.:...:.:.~::V-d. ' ~~-~h-~~L~;;, :" (: . ::-:1: ~: .:::~"~..:.:::.< ~?~~,: '':;_:.~, . ~~~~ .~;,;;.-' ' , " '~~2.::~ . :- ~Ll:.::~~:~Ll::~~~~,::.:.l~~~~::,~.:; - - ~ ~ EL. 484.30 25' POLE EX CONG. WALK EL. 484.50 MATCH EL. 484.56/ I I 485 EL. 484.45 MATCH EX TC ,~ ---- . MATCH EL. 484.46 _.._.-.. }....--......" ,..--~-:.--------i , .. b.' ,If . , I , ... 1 I' ., L_~____A________~ EXISTING CONCRETE PAVING TO REMAIN / " 20 t .~ :.": '1 ;~ .::f:'::j NEW PCC CONCRETE PAVING 20 30 40 -- , EXISTING 5' CONTOUR ....--- SCALE /S IN FEET /.,/""#'#_r_...-........,..............__...._.___ EXISTING I' CONTOUR 4 "). PROPOSED PAVING SLOPE & DIRECTION OWNER: LANDIS CAROLINE E. TAX MAP: 17023231 TAX LOT: 1913 inNING: MDR ~ EXISTING PAVING DRAINAGE DIRECTION EI- +440.2 FINISHED SURFACE ELEVATION ------61::> ----..., PROPOSED GRADE BREAK TRAFFIC CIRCULATION PATTERN ~ PROPOSED WALL PAK SITE LITE SEE NOTES \10- S ALL EXISTING AND PROPOSED PAVING IS 3" AC ON 8" CRUSHED ROCK OR AS OTHERWISE REQUIRED BY ENGINEER TO SUPPORT FIRE APPARATUS VEHICLE (80.000 LB LOAD). OWNER: BERGSTROM LEROY I TAX MAP: 17023231 TAX LOT: 1914 LONING: CC ALL GRADES SHOWN ARE FINISHED AC UNLESS NOTED OTHERWISE. ALL NEW CATCH BASINS ARE GIBSON STEEL CATCH BASINS OR APPROVED EQUAL. ALL STORM PIPING IS PVC. ASTM 3034, SDR 35 OR APPROVED EQUAL. IF WITHIN 5 FEET OF BUILDING OR HAS MINIMAL COVER (2' UNDER PAVING OR r IN LANDSCAPED AREAS). PIPING SHALL BE SCHD. 40 PVC OR EQUAL. NO EXISTING WATERCOURSES TRAVERSE THE SITE. THE SITE IS LOCATED IN AN AREA DETERMINED TO BE OUTSIDE OF THE 500-YEAR'FLOOD ZONE & IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. DOMINGUEZ MARTIN TAX MAP; 17023231 TAX LOT: 1915 iDNING: CC ACCORDING TO THE SCS SOIL SURVEY FOR LANE COUNTY THE SITE HAS SALEM-URBAN LAND COMPLEX AND OXLEY-URBAN LAND COMPLEX SOILS. THE WATER TABLE DEPTH IS LISTED AT GREATER THAN 6 FT DEEP. ALL EXIS'PNG UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. UTILITY SERVICES SHOWN HEREON ARE FOR PRELIMINARY DESIGN ONLY AND MUST BE DESIGNED IN COORDINATION & COMPLIANCE WITH LOCAL UTILITY COMPANIES. ALL PROPOSED SITE LITES ARE TO BE 250 WA TT METAL HALIDE MOUNTED ON 12 OR 25 FOOT POLES (AS NOTED) & WILL COMPLY WITH THE STANDARDS. OF THE SPRINGFIELD CODE. ALL ON-SITE LIGHTING SHALL BE DIRECTED A WAY FROM THE PUBLIC RIGHT OF WAY AND ADJACENT PROPERTIES, w u ft!ffi 0- ~~ +1 ~ --1 <C (f) 0 6--1W Q ~0-1-- u~~ . . ~ OIL WATER SEPARATOR IS 550 GAL. U.V. MODEL :If: 660-SA ALL FENCES ARE TO BE REMOVED OR REPLACED. FENCES TO BE REPLACED ARE SHOWN IN MORE DETAIL ON SHEET SDI AND ARE TO BE LOCATED TO COMPL Y WITH THE STANDARDS IN SDC SECTION 4.4-115 FOR HEIGHT. SETBACK. AND MATERIALS. w (f) R ~ ~ th N W T ~ 0.. W "'" 0> 0 :J 0 a5 r--.. m 0.. Woo . o fEo>~ b l1'i 8Ldd Q x WWW,. W Ct: Ct: Ct: , A A -- EX 36" CONC. STM ..- '" EX SAN MH RIM 484.59'\ DEPTH 14' b SUv1v1A~Y IRRIGATION PLAN TO BE SUBMITTED WITH FINAL PLANS SITE ZON I NG : DEVELOPMENT SITE AREA ESTIMATED CUT: ESTIMATED FILL: WA TER & UTILITY SERVICE DETAIL NO SCALE ---- 4-~' sU'o "t;tl..WJ. ~S'.~< .,....-- .,~ EX 65' PAV ~ /- <-:::... I __ - ~ >;1-- " ......, L (Jt? ~ . . /:J~I / I </d -- -.:... ..... . -..... '''-:.'.~ - ~ . .::"' -..... -~~ ~ , < \MH- SW EL. 484.33 DEPTH: 13' ..- ~ . - - ...- --.. e- -- - .;;:.. ...- ....... < - , EX 4 1/2" GAS EX SAN MH RIM 485.07 DEPTH: 16' VA \ S-~- - - . -EX GAS .- .::.. EX GUTT\ EL. 483.75 ---------..---.---.~-..--.-.-.-.---...---..-._~-...------.-..--.-...--.-.....-..--- ..,- C" ~ - -, --- _ ....______.:.:__.:___--,____.._::..___------_..__::::.__--:---_:~:~::~~_...:.. EX 24U CONC. S-.:. 4 :~~~:r~~~7;~~~.~~~~=::~r~7~:~;.~;:~~:~;;.tfE:~;~.~-~:~t:~::~~~, , . '.. . ...... . .. . .. . '- -----..-------"------..-------'-------..-------"------- ------.... ..,~ ------- ------ ------ ------ ------- - -"~~4o : .... ~;" '.....;.. " EX GUTTER ,~ : ...:': \\ EL. 483.91 \'..: '." \ \ '\. ' . , \\ EX GUTTER ;! EL. 484.14 EX GUTTER AL CAP OSHD EL. 484.53 EL. 485.13 < I I < -. --- ~ -'.:::.. ~ - \/ .,;:--~- - /%T~~ZT=Si=:rE:::::~:~S:;i::~~2 ,'/ . ..If A ... "'. .,...;,,, 'J~ . ....; ~ J~I...."'.~'..'" 1'/-: :.' It' '.' . I EX GUTTER ~"/ . ~ ~~ EL. 484.07 ~ EX GUTTER MH WW EL 484.43 RIM: 485.29' DEPTH 5' < ...::: " I (J)I COMMUNITY COMMERCIAL (CC) 0.58 AC 800 CUBIC YARDS 605 CUBIC YARDS I ~ "-... /2-f/;;o07 01 (J) . 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