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HomeMy WebLinkAboutPlan, Final APPLICANT 3/9/2007 GENERAL NOTES 8. The public iMproveMents shown hereon a.re for reference only. Construction of public iMproveMents is under 0. sepo.ro. te perMit. 9. Fill Slopes sha.ll not be constructed on slopes steeper tha.n 1 unit vertico.l in 2 units horlzonto.l. 10. The ground surfo.ce sho.ll be prepo.red to receive fill by reMoving vegeto. tion} noncoMplying file topsoil o.nd other unsuito.ble Mo. terio.ls} o.nd sco.rifylng to provide 0. bond with the new fill. 11. \v'here existing slopes o.re steeper tho.n 1 unit vertlco.l in 5 units horizonto.l o.nd the height is greo.ter tha.n 5 feet} the contro.ctor sho.ll bench into sound beclrock or cOMpetent Ma. terio.l o.s deterMined by the soils engine_E?_r~,,~c~!he bench under the toe of 0. fill on 0. slope steeper tho.n 1 unit vertlco.l In 5 units horlzenta.l sho.ll be 0. t lea.st 10 feet wide. 12. The o.rea. beyond the toe of fill sho.ll be sloped for sheet overflow or 0. dro.in sho.ll be provided. 13. DetriMento.l o.Mounts of orgo.nic 1"10. teria.t sho.ll not be perMltt~~ in fills. 14. All fUts sho.lt be COMpo.cted to 0. MiniMUM of 90% of Mo.xlMUM density o.s deterMined by test Method AASHTO T99. 15. The stope of fill surfo.ces sho.ll be no steeper tho.n is so. fe for the intended use. Fill slopes sho.ll be no steeper tho.n 1 unit vertico.l in 2 units horizonto.l. SITE STA TIST/CS 104 w. Q Steet, 17-03-27-10, TL3300 SITE COVERA.GE: 95,391 SF BUILDINGS: 24,838 SF PARKING AREAS: 50,857 SF WALKWA YS: 5, 163 SF OTHER: (TRASH, LOADING, DRIVE THROUGHS): 2,034 SF LANDSCAPING AREAS: 12,499 SF TOTAL IMPERVIOUS AREAS: 82,892 SF EXISTING IMPERVIOUS SURFACE COVERAGE: 44,376 SF NEW IMPERVIOUS SURFACE COVERAGE: 82,892 SQ FT less 44,376 SO FT equals 38,516 SQ FT. Area: 95391 square feet or 2. 19 acres WALGREEN'S 14820 SO FT - 49.4 SPACES DRIVE THRU BANK 4564 SO FT - 15.2 SPACES STRIP COMMERCIAL 5454 SO FT - 18 SPACES LANDSCAPED AREAS Sife Total 12,499 sq.ff. City credit area 2,297 sq.ft. Total 14,796 sq. ft. TotaJ 24838 sq. ft. 83 spaces@1/300 Proposed parking 87 spaces Estimated fill material to be imported: 818 cubic yards. Required building setback is 0 feet. ADDITIONAL CITY AREA TO BE LANDSCAPED 3096 SO FT IMPERVIOUS SURFACE. Any surface that either prevents or retards the entry of water into soil. Common impervious surfaces include, but are not limited to, rooftops, walkways, patios, driveways, parking lots and/or storage areas, concrete or asphalt paving, grovel surfaces with compacted subgrade, packed earthen materials and oiled macadam or other surfaces that similarly impede the natural infiltration of stormwater. Open, uncovered retention/detention facilities shall not be considered impervious surfaces. W:.3:.~ :- 0-- - -- :: \ G \::: ~ S , J.C. I,,=, !:? Engineering · Municipal Engineering. Land Planning ;'~ P.o. Box 10145 Eugene, OR 97440 Phone: 541 -461 -9779 NO. DATE Civil ) \ \ 6t \ \ \ \ 1- \ \ \ ; ~ HYWY ~126 ' SPRINGFIELD -IICINI'j'Y JIAP NOT TO SCALE ~ II NM ~:~40t} , , \ 50 0 50 ~ II I SCALE. 1* = 50' 100 I .~ ; r.:. ~ ~ __...._. 'A""".-''''''~'~~'''''_.<'''- -- _r- .' _.""......d'''~_-''....."J.".- N..J"-' r.:.':II:!'~~..:.~......# St :::- ~) :X . . S-::T' COV:~ s-::- S.W :::- 2 S -: ) _A ~ S-::- 3 )AV\G A\) G~A) \G Sn::T 4 S-O~~WA-:~ & '-:S s. ::T 5 O~ G \A_ CO\) TO\S S- ::T 6 IRA=-=- C CO\ T~O_ S - :::u 7 ):- A _3 . IICALL BEFORE YOU DIGit 1-800-332-2344 TV/[] 'JORK DAYS IN ADVANCE OF EXCA V A TION . ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. 'F~~~ MAR ..:',~",}$"":l-::<~ i~r'~-~ . ~ j },i .H i t~ ~ I ; ! .:~'?_~ . TAAI'flC SiGNAl. ,. POST " \ t \ \ ~ :~~ \ ~~ \, \ 1:':- C -"\- .~\ \ \ \. .\ \ \ \: \ :j;YlJ/tt f q~> f..{ \ \ \ \ w~. \ \ \ ~ \. 1 .1 ~ t ~ J '~,hl \ \ \ ", \. \ 1 <'_'.'~WN",,'~M""_'b_""~'''''''_~'H' . .ii~/~ l '. \, '\ ,\ ~ ~~~'~{~ ~.~ ~ =z;! J ~ ~:~ ~.~ t ~ ~t \~~'.i'V"" \ . \ \. \ ~ i ,~tl'l \ ~ ~ e .~-::;r!" ,i.1;'~.'i"'. 1 t \" 'l; !n \ 1lW ~~, 1 '\ ~7, \ ~ \ "",,,,\ \1. \. \. ?>W"' :ii,'(;;'6'}" ~ ! AM -, , ?f 1 \; ~ " \ ~\ ~ i -",,: \ ':, \ -->-'>~=:==='~-==~~]Z~-:J!7J!!?:~~.____>_.>___>__ \ .~ \ \. \~ ~~~ :~:'::!.1 i '.<"", ~ ' N.....N~i ~ ; eel: I ,/<L~~~~:'.""""!.~~>\':\"~\'l f...(/ ;. ~ " ~ ~ \ \ \ \ \ t. " Z>>=::~i~'.~;~~"\ DRc... ~oO(P-OOOg5 PARKWA Y CENTER COVER SHEET SITE REVIE\J TOfftL, PAGEs: (i) t:~,~~} ~ \ r~~n~~ f~/~) . ';...,.~........~ ~" :F' ....~ ....~....,."'l....-r.<I:.~,':-....""'......"._""".............;....~_.....t._ ......;v.~r'........~....._"'V_.. _.........:...,,~..~..>t'l"C.>'<\:'.:.."'~~............."";...'~.~ r->->-..~'-~'~'~"'~':.""'-'''''''''-'-'~''l ! I j J , ! L-y~~.~._,>",_. "~~.'V__'M~... ,.._-~..~,.".J ., \ \ i. \ \ 1~1..~l~;1~A~f..l~':~'.lj~r: }1.j~' ,l.~~:j~ ~lL~ \ \ i ~ ~l:^l/::.: l~]}{Ji~ }i{::~~E} \ \ ( \ , , \ \ \ \ \ \ \ .~. \ '\ \ \. \ \. , \ '\ \. \ '\ ; REVISION BY OCTOBER 2006 GARY REED GARY REED DOUG \HEBER 03-23 SPRINGFIELD (APPROVED FOR CONSTRUCTION STAMP) DATE DESIGNED BY DRAWN BY CHECKED BY WEBER ELLIO I I PROJECT NO. _ CITY PROJECT NO. I I PRELIMINARY I I I I N[]T F[]R C[]NSTRUCTIIJN I I -- L:J :3 t=i X o L.r... ~ W > o u ~ o SHEET NUMBER 1 OF 7 Sile Slalislics Eslimaled Fill Malerlal.lo be imported 818 cubic yards REOU/RED BUILDING SETBACK IS 0 FEET WALGREENS BUILDING WILL BE CONSTRUCTED WITH PHASE ONE. DRIVE THROUGH BANK AND STRIP CENTER Will BE CONSTRUCTED WITH PHASE TWO. \ \ 'j 1 \ \ ~ \ \ \ 1 \ ~ \. \ \ ~ \ \ \ \ \ , \ ~ '. \ "\\ '!l ~ ~~~ \, ~. ~~ \ ,\ ,"''''....-1. \ \~, \ \ ~"""~ '\,. \ \.;:\~ j \;., , '!, \~ \ ~~\\ \ > . ~ \ l ,,, \ \t~ \...;;U \".,. '1 . \'\\ \ ~ i ^~ 'tV ~\ \ ~\\ \~\~~\ I, \ l \. \ '~?_'''''~-:'>'''''--''''",''_'''_'';:''''''''''''-''o.........-.._:.::._........"_...._...,,",,y...,. -.._..~.."...1"l"'''''_.'~ ~ ~ ;t~'l ... ~!-1.}~~~) J . MONUMENT SIGN SHARED WITH FIRST TECH AND RETAIL STRIP TENANTS 30 0 30 60 ~ I SCALEr 111 =30' ~ i L I. ,i l:~~ ~ :;~) ~ ~t I +- Jo S)i i I "" ~i ~ ~l"~~ .....\ I 2.().J' I' I ~ 'lIif{u '" f..r ~l ~ ---.--- ~f ~~I~[ I L.t'Gt'ND r... I ~ ~ ~ --, ~ ~Q l{) .~ ~, /. -I l~ n-I <!A, ~.<.~'~ ~" t ~,- ~ . i ! ~ r l i t T ~A:-:- C C iCU _Au 0 ~ "- WO:- ) ~A ~AG:: :>ATE ~~ ... ~ ~ ~) ~\ \ t" '\ \ S~GNAL _,.,~,:.,~r.: .~ '\\. ~,~ \ "",11' ,. ~\ .,...- \\"" ,,,,,,.::-:;:.,""~<-~'~"~'; __-^'~;:;. ""o"",_==,~,."~..l1"" . . BARRICADE . --~". \ ~~, TRAFFIC 't l SIGNAL ~, ~: POST \ i}, \ \, ~w ''.i; ,,,,~,""il"~ . ,,~,~<.-<~r'-'''-'\j )- "l.?~.~,'"'" ~/ ............ .">,.............~'",,.}........_u~....,~i~ FIRST TECH 4564 SF TRAFFIC SIGNAL ( POST V .J (I) SU ~:- AC:: ) ~A ~AG:: J A T-:: ~ ~ ~ ..-l , \ ... OV:.~:- _OW --.. WA-::~ --: _OW A_O~G CU~3S I I C~OSSWA_< r!6.51-?(~ ,'/ /. / /. //,l ESCAPE rr -~-1-- +-~ ~ ~.~,.;, .~ ~, +-~ ~ ) :: :> ~ ::SS ::) C U ~ 3 3 eye _:: ~Ae < h ... ~~ ~ "WaLg~ lJt STORE '10812 NWC PIONEER PARKWAY AND Q STREET. SPRINGFIELD. OREGON. ~, ~ ",,' , ' J- , .... :.... ., . .... i.... ," 24.(} 46.(,' '\ l.t;~ 1- gljYP 114.0 13tJ.O --..- '~ -'--1 ! \\ \ '. \ \\ :. \ \ \... \ \ , \ \ \. \ \ S .~E ~T ~1EX ~( \ ;. 5 - ;:::T co v :: ~ 5 - ::::- CI I ~ ~.,,~~ -.... ~ ~:. ~ {SoOt irru t.o. ~ :J: ~ \ \ \ , \ \ ~ , ." ; '","" l:~ . 1 l' Tr 444... ~ ?; 0 /'i 4 ?.f. d)~' , 5 - ::::T 2 5 T :: :>.A ~ \ \ , ). ~ \ " 1 !?O , \ \. ~~ '--, '~ S. ::::T 3 :> A V ~G A ~) G ~A) ~G 2"".0 i , \ \ t"\ ~\\~~ -'.j S. ::::T 4 S-O~~WAT::~ &UT _.. ::s L:) ~ ~ x o u... z <[ ..J a.. w l- I-! (I) ('IJ o '" " IICALL BEFORE YOU DIGit 1-800-332-2344 T\VO \JIJRK DAYS IN ADVANCE OF EXCA V A TIDN ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090, You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. S. ::::T 5 0 ~ G ~A _ CO ~ ) T 0 ~S S. ::::- 6 T ~A :- :- C 'CO ~T~O _ / ,. ., mWB-4<r~ ~ ,~~..::t: ::'l~~:""''''o ~_AAS.HTO , 5~-..."'"'~ ~~Jl"n ,~TREl':P , ~'~"('(,'.l\,'"w>..~""........:.~~~....~..:tI~...':""...............,,,..,..:f'l''''~'''''''''''':W''l.'''''''.'.....'I........'....H......... .. ..-- .~~---'_._._-~-~_..__.._-_.~~~.-\!l,J\,...N.,.. -'<<O~~~.......M>I......:."'..'\...."'."'".....,~..."''>......v)I'l :. E'" ,....:r..~...,.._~.~,~._. '~'~.',.".".,.'v'","___...._, ~ new sri? !JiY7to, 'I:.NTEf(""'" MIJTCO'UH5.1 30 IX 30" 5. ::::T 7 ) ::-A .5 .,.!....".l..M.,.~........"V...(.,.. '-..................""..".-l................"",..~_.~... :..,.~~....~....-:'V.....~,.....,.,._^.~.."'t ' .... (Y) ('IJ I (Y) o ./ tfl +> u Q)!'- -;0 0'"' L"""" Q.('IJ ./'"' a::.~ -- Qj Q)+> Eo o~ C Q)+> -,0 G:D:: ...._,....."p.....'..#..",.H,~.~._..~\",...;....::~)oo......._..Yl,..................VV..................'4V..~I. _. SHEET NUMBER 2 OF DATE OCTOBER 2006 DESIGNED BY GARY REED DRAWN BY GARY REED CHECKED BY DOUG ~EBER WEBER ELLIO I I PROJECT NO.' 03-23 BY CITY PROJECT NO. SPRINGFIELD :) .c. ::- 0-- - -- :: \G. \ :: ::.~S, W :. 3 -=:. ~ WE Civil PARKWA Y CENTER )< ~ _I ~I ~ARY I NOT FOR CONSTRUCTION I I Engineering · Municipal Engineering. land Planning P .0 . Box 1 0 1 45 Eugene, OR 97440 Phone: 541 461 9779 SITE PLAN SITE REVIE\4 7 REVISION DATE (APPROVED FOR CONSTRUCTION STAMP) . ~.. u RIM ELEV. PER PLANS ,t-1/2,F --x:; .. , .' " ~ .::! .. . . t . · . .. . .. . ". . ".... ;.-;.;:; .. .,. .- . . ....: ...t .. i .:. I.... , ... ;. ~. :' . '~.4.~ t 't~o ~~~..~ .t. · .:. .'41 - '4 ~ _". ~. .t '." 11. :. ..t ., .~.. . \ .... ,. ,'. -12- MIN. . ~.. '..,. ~. SUMP .~..: :... ., ~ . .. It ~ ',' .t _ ' .t .'~ .,.,....: ..~ ,.;s,..., ..... .:.~" :. , . . .., , . . '": ~... .. ~ b ~::. ~..' ~ 7.:.... ii, ... "', It, ....: .' .. ... .. ... - ..'~' - . " \ It ~ 1 .... A ! . SEE NOTE 1 A DITCH , BOTTOM ~ '" .. .. ~ i ~ -~ ;:,. I ,., ;., .. .. rr ..- --.---- ... ..- - - ..... f '10 : II - ~ II' ~ '10':[ - I, fl- - " -- ",1 j _ DItcH ~ , FLOW ''" - T I I II .( U.__ _ __ ~1':" .. , .. It (l) ~\ ~ PLAN (6- ~ , , 2. o. ~ 6" , , ~ ( , 3. 0" ~ , SECTION A -A 2. 4-3/4" l' rl'" ,. I I . 1/2- X 2-1/2" SQ. I - 'EDGE FLAT BARS " l' 2. 3" ,r (8)SQ. EDGE FlAT BARS , Sir X 2-1!r X ~ 8-3/4" .~ y ... 2. 3-3/S- ~ ~ ,y ~", '" ,t ~ "" I IY~ I j .~2-1/2. ~ ...Ir- 1 1/2" - _ ' ,.5P ACING , !..1-1/2- " 3" ON CENTERS " ..I UI II II " II II /I l. l ~ ~ 2-1/2- % ~l I 4 ANCHORS~~ 1/4. V 5/S" X 3" BOLT .' _ \ 2 EACH END ~ ,.-2-1/2 4 CORNERS ~.i. . . 3/16. V -;-. X 2-1/2" X 3/S;/' ANGLE \ ~ ~ ~J..; -; I, '- 2-1/2. '''l;; 3/16. ~ Au.. SlOES ._~~ AU. BARS 5/S. X 2-1/2. / SQ. EDGE FLAT BAR NOTES: FRAME & GRATE 1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE. LOCATION AND INVERT ELEVATION. 2. FRAME & GRATE SHALL BE ASTM A-36 STEEL. HOT-DIPPED GAL V. AFTER CONSTRUCTION. 3. ALL CONCRETE TO BE 3000 PSI AT 28 DAYS. BIOSWALE TYPe a DITCH N.t: I CATCH ~ (NTS) BIOSWALE DITCH INLET SCAlE: N.T.S SLOPED SIDE 2 FEET WIDE C'Z /l Dr n C'I'/)I r .'::: .;..~.'.;; ~ .J. VTI:././ .In I:. > ~:~;'~.:}~!:~. 2 refT IA/lne ......... . ...:. rl:.~ YYIVI:. $ t'..~..:/. . , , fN~;~;;~:':;, ", :;:: \}' .~, . I ~.. tJl/?>>r-$.$[~? ~~ \ ...' ~ ~ .r;ve1l.....:...:. '.. '....: I \I,~I I .. ..!'-,..,..."rJAfol..... .' . t}\\}~, I '~~ -~.~~~~l.<4.v.t.";':'~'.~~~::.i 443 f"' '6' A I r- /1/) J I 'J V l' AII' I I II I J t:t::fj ~ wtttf , 'J: . 442 : I, o l ~ 5 6 I )lPERAlEABLE fABRIC LINING (wpere swole is co.nslructpd adjacenl 10 existing bldg) 2 4JJ II HDPESLOTTEO _ SUBORAIN @ .003 ff/ft wrapped in filter fabric -- ~ PERMEABLE ORA VEL SAND/SOIL MIX X-S- C-. -Y=> CA_ 3 OSWA_- NOT TO SCALE CONSTRUCTION 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer amendments. 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the swale cross section, fabric shall be held in place in accordance with the manufacturer's installation requirements. Anchor spacing shall be based on 3 ips flow over the fabric. a. Treatment area - high-density coconut matting b. All other areas -low-density coconut matting 3. .2.5.3 inches of2". i" river run rock shall be placed over the matting evenly throughout the length and width of the swale. 4. Plant materials shall be placed in ac<:ordance with the plan and plant table as shown on apPJ.'uved plans. 5. The water quality swale treatment area plantings can be deemed "substantially completell once active green growth has occurred to an average growth of311 and plant density is an average of appJ.'uJ(. 6 plants (mi11imum 1 -inch plugs or equivalent) per square foot. 6. The facility shall be deemed acceptable to begin the maintenance period when plant irvwth and density matches the engineer's design as shown on the approved plans and all other requirements have been met. The engineer must certifY the facility to be fimctional, in accordance with the approved plan design to begin the two-year maintenance period. MAINTENANCE 1. The permittee is responsible for the maintenance of this facility for the life of the facility. 2. Irrigation is to be provided per separate irrigation plan as approved. Note: Irrigation needs are to be met using a temporaty irrigation system with a timer during the dry season. Systems should be winterized during the wet season to assure longevity and guard against damage from freezing temperatures. Water source shall be as shown on the approved plans. 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice annually (Spring and Fall). The landscaping shall be evaluated and replanted as necessary to ensure a minimum of 80% sUlVival rate of the required vegetation and 90% aerial coverage. Non-native, invasive plant species shall be removed when occupying more than 20% of the site. 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth occurs within the two-year maintenance period. W~3:.~ "y Civil 0-- ~\G \::~S, - :> .c. . - -- Engineering · Municipal Engineering. Land Planning P.o. Box 10145 Eugene, OR 97440 Phone: 541 461 -9779 \ .~! \ ~, \ l ~~ \ \ ,.~... \ >. \ \~~\ \ c ~,:\ \ /) ;~~ \ " \ '\ \ \~\ t'RAFFIC \ ), stGNAl -,~~,!~~<~. .,," " ;; B~X u'" .... r '"':\\.~;>~."",>","<!#r;"<.""'P' "~",,,--r.~~ -- ~ ""'-,.__,J-t--- 'I 1 BARRICADE \ :~t \ l~ TRAFFIC \ 1} ~ .~-- SIGNAL 1\ ~ . POST ~""'~~':" ." :~ \ __\~~tr ~'4 ""'''',~ ", .. 1:: . . "~,~,~,.- .}: \,/ ''''........''...'.,.............'r'..,,:.......i~ , \ ':. \ '\ \ ; i ~; \ \ \ \ .~ \~~ \ '\ \ t\~1 \ t:~~1. \ \ t \ ~ \ \ :, \ \ \ \ . -+ ~ 1~~~ ~~I~[ l . ~ ~~ :~ ll~ /' , ( I I ( I I ....' , ) I I I 114!Jl : f61U9 'mim 1~ I FlJ ~"'V' ~ .... ~~. .... -~.~ -+ ~ rn ~ l.Q ~ l.Q +- ii-I ~" /"=- 16. i~~ 10. \. \ ... FIRST TECH 4564 SF ........ ~ ~ I .....: ...., tp F6 ).44.5 ~." "," "~,, /,1 _.~ ~ ~~ ~~~ ~== -= ~~~ ~== 0-- .:= ~6f~.3 ~ . If ..... .- ,....\ (,-~~.j \ 1 In f43 FINISH fLOON: 444.6 ~~,.,'-~~ t 141' +-. t 'Wa.Lg~ STORE 110812 NWC PIONEER PARKWAY AND Q STREET. SPRINGFIELD. OREGON. ~\:::) ~ ~lJ.... ; ~ :-: FINISH fLOON: 444. 6 4':- .. ;' . '44] \ F64~:S t \u.", \t':\:::) "'t:ot" ~~ ~.~ :-;::, 4::: FINISH FLOON: 444. 6 t 0J1 ~ ~<I '" ; M._.._-, -. -:_::t:~. ~ : '43 ! J \. 11 I .~~~ ~ ^ l~~ l~~ 1 ~~m 1~ ...~. ~.....--t. ~'~i1~~ i & 9 "i"~ ':i ,; ".t.,-^,,~-'~ iiiJ:-:~::;-~~;;~~, / /' ~. \ I ~I ~ Vi F6443. '\ 1. ;, i \ \ \ , \ \ \ \ \ " \ \ < \ ~ \ \ \ \ \ '\ ~ '. \ :i; ("):~ ;~ (;:1 f[1 r:) l? If ~ , . u., "-"",",_w"^'~'''''."_W"v'<-<<''~__'_'''~'''''''''''''''''>~'''4_.,,,,~.1 ; NO. REVISION DATE 1. ..{.ir~~'"~r....t-..,.,.'W;Y.~-:v.....'>1 "Y.........>h">.V->I'.....,....:(.o".. \ ~ \ \ ~ :, \ 't ~ \ 1. % ( " \ \ '\ \ TRAFFIC SIGNAL I POST V .~ .\\ \\. ~ \ \ \ '\ \. 1. \ \ \ 1. \. \ p\ , \ \ \ i \ ve......~~. DATE DESIGNED BY DRAWN BY CHECKED BY WEBER ELLIO'I I PROJEC~T NO. CITY PROJECT NO. BY jJ; J, ~~ ~~~ ~~ ~~ jJ; ~ ~ ~ ~s ~~t~~~ ~ ~ y" ;J.. ~ t~ ;;... 30 0 ~ SCALEr I" =30' .....~. t \\ \\ ... ......."""1 ~",~j ~ :J (I) N: ...... , \ --:. - "".1' S --- . . . -- '..T _n'J 30 I 60 I Slope 4% norm or 111 in 2 feet A. 1711 LE'G1!/ND 1.112"R, ..... "-111 '\.. II - 6.~~~~~~:1. I Batrer6:1 '811'.' . '.' . ." :+ f...~:4-.~ :.~.}: :-~')': :.~ 1 t~ 24" ;;... DEPRESSED CURB AND GUITER broom finish on all exposed surfaces T~A=-=-e e ~eU_ATO\ 12" -. ... 12" t. 12" :.>> ~OO=- )~A \AG:. )A~-.:.~\ 6"t ~ NQlIP ./ CURBS: 3500# FIELD STRENGTH 6.3 SACK MIX CURB GUTTER BAR SU~=-Ae: )~A \AG:. )AT~:~\ ELEVATION OF CURB AND GUITER not to scale CONCRETE STRENGTH: FIELD STRENGTH LAB STRENGTH 3500 PSI 4025 PSI 3000 PSI 3450 PSI OV:~ =- _OW NOTES: 1/ ALL CURBS TO HAVE %" EXPANSION JOINTS AT MAXIMUM 100 FOOT INTERVALS AND AT POINTS OF TANGENCY. 2/ CONTRACTION JOINTS SHAll BE SAWCUT IN GREEN CONCRETE, 2" DEEP ACROSS THE ENTIRE CROSS SECTION AT 10 FOOT INTERVALS, EQUIDISTANT FROM DEPRESSED SECTIONS, TO CONTROL CONTRACTION CRACKS AND PREVENT THEIR OCCURENCE IN THE DEPRESSED SECTIONS. 3/ DIMENSIONS ARE NOMINAl: VARY TO CONFORM WITH CURB MACHINE APPROVED BY ENGINEER. Var. 5'.0" Min. e~OSSWA_\ Dummy joint 1/4" deeP.. "V" groove \ 6" . ,..+ . ..' ,51.2% H/"3/4"R k.'. 't''':'', '>:". .:..:...~.t...~,:.<:.~>.3:.~.;:.:.\ ~t 1.~ ~ I "'.',. \ "E:. t ~~ 12" :..::- ~'.:~\ ~ I ~ 9"-\ MONOLITHIC CURB & SIDEWALK .. As specified in plans. Min. 4". If sidewalk Is intended as portion of a dwy. or mountable curb is used min. thkn. 6". not to scale WA-~-:~ =-_OW A_O~G eU~3S r Surface of Pavement 3112" asph91 S'granularbase ):)~~SS:) eU~3 3 eye _:. ~Ae\ DEPRESSED CURB ALONG BIOSWALE SCAlE: N. T. S ~):X s- ::T ~ COV:~ s- ::T PARK/NO LOT ANIJ IJR/./EWA YS S-l::U L. S-O~~WA-:~ & U- - :S lJJJ} J ~ 1 ?~} l :, 3l1" HOT MIX ASPHALT PAVEMENT (TWO UFTS) oOoooo~OOOOOo~QOOOOOC '. ~2'0~ O"to~"~ '0000000000000 0600000c A 4 ~.00~.0. 0.0.0.c,;:-crUS1eu roc OoOoOoO~OoO~O~ ()llJ 8" of 1}1" minus 0000000 IT 00000000<;(:0000 6" of 1 ~" crushed rock 'ooooooootj50oo maximum ~ 000000, oooooooOoOoOo( crushed rock ooooOOOOOOOOo( o(joQ~~~OnOcOl .. ~~~\\~~~\~ ~ ~~~~~~ /'/lJ~lJACTrn C"IID/'DA nr \\~~~~" vVlWr/-l IC,V JVDf.1fTIiLlC, S - ::u 2 S -: ) _A \ S- ::- 3 )AV \G A\) G~A) \G S- ::- 5 O~ G \A_ CO\) T O~S TYPICAL SECT/ON S- ::- 6 -~A-:-::C CO\ -~O_ NOT TO SCALE S- ::- 7 ):-A_S ~y) eA_ )A~\ \GSJAC-: S 9' X '9' OCTOBER 2006 GARY REED GARY REED DOUG 'WEBER 03-23 SPRINGFIELD IICALL BEFDRE YDU DIGII 1-800-332-2344 T'JO. 'JORK DAYS IN ADVANCE OF EXCAVATION ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copie; ~ of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. ~ SIDEWAlK.,SURFACE CO, NCRETE" " ." _ .. /' . PARKING lOT SURFACE ~' , . :' \ ..". ':. 6"Cl RB fit ," . . , fit ....~i- v .4'''''' ~ 0'.: :4.. ... f' ~'::.:'..,.':-~.:"::'~:: 45: : ..." .,. 'I .': ~\.; ':.:; ....~. ,3" ASPHALT . : 811 '01 00 \ &O~o if;..o> , . /)~ 0 oa 0 < o ..J 0 <:> (1 ~ ad ;:. ~ 0 ~+ SD1'K/THICR1JNED EDGE AS CURB ..11. 8" CRUSHED AGGREGATE BASE ~~ ~ ~ a.J2Prox l! SL. .:{5444.3 . , \ m4#JV \ fiNISH FlOOR: 444.6 ,~_ " ~~ ..-Q \ J(~:'~ ""'164.~' ~.. \\ ~ el.o~' \ ;~ ~ \ "\W ~ ~ ~ J -'{ ; ~ .,;;:._,,~'~"" \"" .... ~ ~ ~ 1 \ """i;' r~ "\ ~ F.S n ~.~ ~ ~j{/~"'~~';'''';. .,~.:.,':....,.:k.t!:~.~.~,! '.',~.~.;.\~,!\ ~,\~ NIU _,~J~~ ,'~' ,~ -, ~~ ~1~ _~4,tf . ... I .. F6~~ ~ F~41}O - ,. "'jj( I"" / If " .sr:ALe N. T. S :) ~ ~ _I ~I ~ARY I I I NOT FOR CONSTRUCTION I I PARKWA Y CENTER PAVING ~nd GRADING SITE REVIEW' (APPROVED FOR. <tQNSTRUCTION STAMP) sutgfade SHEET NUMBER 3 OF 7 . L:l ); 8 x D u... W -~ <I: ~ L:l <<> W > <I: 0... (Y) (\j I (Y) C) / l.fl +> u OJ/'.. --'C) 0........ ~~ Q.(\j /........ ci:....-l .. OJ OJ+> Ed d'(5 C OJ+> -,0 G:cr (view rolaled from IJodzonlol) NOTE/tO LJ1L) 4" FDC ~V;:J --C ~Ml ~ P U~?U 6" FIRE LINE -I A = SUB REMOTE METER AND REGIST:R - (PROVIDED BY SUB). 1) o 30 60 NOTES.: I. DETECTO/? DOUBLE CHECK VAULT OH ENCLOSUHE SHALL BE INSTALLED AT POINT Of SERJl/CE; OH /N AN ALTEHNATE LOCATION APP/?OVED BY EJIIEB O/? SUB fO/? THE/R /?EPECT/VE SEHVlCE A/?EA, BUT NO IIO/?E THAN /0 fEET fHOII POINT Of SE/?VlCE. 2. DETECTOI? DOUBLE CHECK VALVE ASSEliBLY NAY BE INSTALLED VERTICALLY, PI?OVlDED THAT THE ASSEIIBLY.* A. IS RECONIIENDED BY THE NANUfACTURER fOR VEI?TlCAL INSTALLATION B. /S INSTALLED IN AN OI?/ENTATlON AS LISTED IN THE CURHENT APPROVED BACKfLOW PREVENTION ASSENBLY L/STI! (OREGON DEPARTliENT Of HUNAN SEHVlCES, 503-73/-40(7). J. ALL. CLEAHANCES APPLY TO THE OUTSIDE; /N-BUILD/N(J, AND VEHTlCAL INSTALLATIONS. .{. /NSULATlON-fHEEIE PHOTECTlON TO BE INSULATION AND/OR HEAT SOURCE TO KEEP ENCLOSURE AT A 1i/il/llUI,/ TENPEI?ATlUHE Of 40. (NfPA 13-4-5..{.1.1.) 5. BOHE-SIGHTED Df?AIN TO OAYL/GHT IS HEQU/f?ED IN ALL SUB INSTALLATIONS, 0. COIIPACTED .GI?A VEL Of? UND/STUf?BEO BASE. 7. A DOOH Of? OTHEH ACCESS SHALL BE PHOWDEn. 8. ALL ASSEliBLIES 20 I! AND LAf?GEI? SHALL HAVE fLANGE SUPPORTS, 9. ALL STf?UCTUf?ES TO CONPLY WITH LOCAL CODES, 10. f/HE DEPAHTNENT PUIIPEf? CONNECTION PEl? LOCAL f/HE CODE. AS HEQU/HED UNDER OAH JJ3-051-0010 AND THE OHEGON PLUNDING SPECIALTY CODE; AN INITIAL TEST PERfOHIIED BY A STATE CEHTlf/ED BACKfLOJII ASSEIIBLY TESTEH IS HEQUlHED AT THE TlI,/E Of INSTALLATION, WITH COPIES fURNISHED Ta. I. THE OJIINEH 2. THE JllATE!r.SUPPUE!r 3. THE BUILDING OfnCIAL /JETECTOR /JOIJBLE CflECK ASSEIIBLJ; 20 JJ to IOJ; ABOVE CROIJIIIJ NOTE/4 PROTFClJJ!F FNC/ O~)/jRF CO'/EIIED T/lASH AIlEA ;-, " ':l'l J6' or 6n J t~ , .006 Ii , ,~f.~~. ~,:"c f '. ~ ~ ~:I: l#~i~ I . I 1441.(9 U f 442.9.') I I <-: A ~~ '" 0'. ;;/ / . / . rv /1 / Y m / +- NOTEj5 ~b ~NNM ~'ti - f\~UI L , ~ ~ ~ ~ ~. <:s R '~ij ~~~~W[ ~I ~ 6' - - ~I ,~~'1 fiNISH /LOOR: 445.5, I. ~C ~ ~ J -I - -ilnaU,.12 ~d'+ W$'~$~ )RMER Q.. '~ "'" ~~ ~ji~'u Qt. ~(. ~ - "" ~ ilS ~t'42.5B '% I J ~ -"0 r .: I. -rS= )? C,: :~-- I 't -.V- ~ ~ \~- 'IN @ .r.: H20 \ NOTE/I 0 cd ( -~~ 4" FOC ~ ~ rn ~ l.() ~ l.() FIRST TECH 4564 SF NEY! HYDRANZ' FEBCO MODEL 876V Double Check Detector Assembly -OS&Y Gates Outdoor Freeze Protection Installation ITEN / = APPROVED DETECTOH DOUBLE CHECK VALVE ASSEIIBLY INCLUDING fACTO!rY SUPPLIED SHUT-Off VALVES: INSTALL roc for YlALBREENS BLOB - ,/ ~ ~~If .., fiNISII fLOO/?: #5.0 , li~~~ .u&~~ / "p ~~~ . ~ 6&~5 - - -~, .~ . ~ ~ ~ ~ .~ ~.... ~~ rrr= 4 ,- ~ rr {/ I~ 611 PIPE TO D/SCHAKGE AT BASE ELEVATION -- ~ I kV U> %!lfff/l7-Rgffrl!ff~JHEJsj/l; $ERIP-HAP .. ~ LAYER or I ~ HROCK IN THE /JlAlIDIATE , AREA~IIG PIPE. , I ~I~/ \'\ ~~ ~~~~:J +-~ ~ I 1510~1.:i ~fl/t' I +-~ ~ I 441.. ..: ~' 'STOR.A _ ~t.'RM _ _ i:=: 2S {, c!f ~ TOP "". , fiNISH fL;;' ~~ ./ ! r .. /Jinf.#2.IO . ..J ' ~4o.51 f/fa r~ ' Iljlf ~ (~~rvc~~:r--COVERW~~ ) 1\ ~ STORE 110812 ~ ~ --- ~wc PIONEER PARKWAY AND Q STREET. l ~ SPRINGFIELD. OREGON. m ~ ~ PIPES TO DJSCHAHBE AT BASE ELEVAHON or I t ~ ~ ~fJf!lfjD DfHg'fjf!o1:ftc '!sl: A ----- -- - G h \ fill:rfJff/[//fIE;ffffili!5-ffJE. :/ ~ \ DETECTOR DOUBLE CHECK -1ALJI.t' (J) X I J fiNISH /LOO!?' 44/.5 SCAlE: N. T.S .\\~ ~ ~ o .\ w- "--~ CONCRETE WALK - '~'. , . _': .....,"----l....~ . . BIKE PATH SANUARY SEifEH POINT or CONNECHON: < < ,~ ; --- ~ "Q" STREET -0 0_ /" ~~~~~~E c~~ ~~UITER. ~__;;::::::::.~ .RIKP PATI-l 4.-__A.. :- 0-- - -- :: \G \:::: ~S, :> .c. DATE OCTOBER 2006 DESIGNED BY GARY REED DRAWN BY GARY REED CHECKED BY DOUG VEBER WEBER ELLIO I I. PROJEC~T NO. 03-23 BY CITY PROJECT NO. SPRINGFIELD (APP~OVED FO~ Q.QNSTRUCTION STAMP) Engineering · Municipal Engineering. Land Planning P.o. Box 10145 Eugene, OR 97440 Phone: 541 461 9779 I P ~E _I ~I ~ARY I I NOT FOR CONSTRUCTION I I .-J REVISION DATE - ~ PARKING LOT STORM SE\NER CATCH BASIN 24" Sauare With 4"$2S or 6"$2S Outlet Oil & Grease Filtration System STATE APPROVED - ASPHALT DIPPED 1. Box fabricated from 1 0 GA. material 2. Bike proof, heavy duty traffic grate / Suports AASHTO H25 loading Flo-Gard ™ Filter Insert ( Model FF24D ) High Flow Bypass Silt and Debris Lcontainment Areas Replaceable V Absorbent , . 'Si1/Iore Pouches lljmoo ,~ Neoprene Gasket (Two Sides) ~ )/JI/6' ~ II ~ Filter Body Attachment --I... ~ Snaps V Durable Woven --.J ~'" Mesh Filter Body 24"SQUAHE GIBSON STEEL BASINS 247 WASHINGTON ST. EUGENE, OR 97401 (541) 687-8672 (Fax 541) 687-0033 Flo-Gard ™ is a Trademark of and Manufactured by KriStar Enterprises, Inc. ( Patent Pending) MODEL :/I GCITIQ-JNII - 111H/IJl PARKING LOT CATCH BASIN SCAlE: N.T.S notes,' E = finished surfoce elevalion 01 Ihal poinl = Fe [L[CT/?/~ Pf/ON~ CABLE POINTS Of CONNECnO/1 f/A VE YET TO BE OETERAlIN[[J, S. ::::T --~):X I . S --- - - - COV: ~ S - ::--- S-::- 2 S-: J_A\ S- ::T 3 JAV \G A\) G~A) \G S-::T 4 S-O~~WA-:~ & UT _ -:S IICALL BEFORE YOU DIGII 1-800-332-2344 TVlO 'JORK DAYS IN ADVANCE OF' EXCAVATION ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copie-; of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987.. S- ::T 5 O~ G \A_ CO\) TO\S S- ::u 6 U~A-:-: C CO\ T~O_ S- ::- 7 ):TA_S W:.3:.~ ~WSCiVil PARKWA Y CENTER STORM'W A TER Sc UTILITIES SITE PLAN REVIE'vI SHEET NUMBER 4 OF 7 l:J ::3 o X o l.L.. ..J 1-1 I- ::) '<;;J"" o (Y) (\J I (Y) o ./ ~ l.ft .p U (lJf' -;0 0"- t.'<;;J"" o..(\J /"- 0::...-1 -- OJ (l)+> Ed de) C (lJ+> ...,0 . G: 0:: NOTES 1) TITLE REPORT ORDER NO. 199355-RD DATED JULY 18, 2003 WAS PROVIDED BY WESTERN PIONEER TITLE CO. OF LANE COUNTY FOR LOCATING ANY EASEMENTS THAT MAY AFFECT THIS PROPERTY. 2) EASEMENT RECORDED APRIL 19, 1974 ON REEL 686R, RECEPTION NO. 74-15867 IS NOT CLEAR IN WIDTH AND LOCATION; THEREFORE IT WAS NOT LOCATED ON THIS SURVEY. 3) COVENANTS, CONDITIONS AND RESTRICTIONS MAY AFFECT THE SUBJECT PROPERTY. 4) UTILITIES WERE LOCATED FROM MAPS, FIELD MARKINGS AND VISUAL INSPECTION. UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BEFORE ANY CONSTRUCTION TAKES PLACE. 5) SOME INVERT ELEVATIONS ARE FROM CITY OF SPRINGFIELD SANITARY AND STORM SEWER MAP. WE FIELD VERIFIED STMH#3, #4 AND CI#1. 6) WE COULD NOT FIND THE SANITARY SEWER CLEANOUT OR THE STORM SEWER MANHOLE LOCATED AT THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY. THESE SHOULD BE FIELD VERIFIED, IF THEY EXIST. ELEVATION DATUM ELEVATION BASED UPON CITY OF SPRINGFIELD BENCHMARK NO. 282; A 3" BRASS CAP LOCATED AT THE NORTH END OF THE CURB RETURN AT THE NORTHEAST CORNER OF 2ND STREET AND Q STREET. ELEVATION = 447.8" r REG I STERED ""\ PROFESSIONAL LAND SURVEYOR OREGON JULY 151 2003 KENT BAKER '-.. #59885 .../ EXPIRES 12-31-2005 IMPERVIOUS SURFACE. Any surface that either prevents or retards the entry of water into soil. Common impervious surfaces include, but are not limited to, rooftops, walkways, patios, driveways, parking lots and/or storage areas, concrete or asphalt paving, gravel surfaces with compacted subgrade, packed earthen materials and oiled macadam or other surfaces that similarly impede the natural infiltration of storm water. Open, uncovered retention/detention facilities sholt not be considered impervious surfaces. 30 0 30 ~ I SCALE: 1# =30' 60 j 80=L ~A'l'A so _ -y): \ A~: ~ 9 3renner si ':y c ay oam 3L. Cour':ney grave y si ':y c ay oam . , 9 Sa em urJon and com J ex WA--:~ -A3_: 0' -' .0' )erCleC 0' - ~ .5' )erc led > 6.0' IICALL BEFORE YOU DIGII 1-800-332-2344 T\oIO WORK DAYS IN ADVANCE OF EXCA V A TION A TIENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. . DATE []CTOBER 2006 DESIGNED BY GARY REED DRAWN BY GARY REED CHECKED BY DOUG ~EBER WEBER ELLIO I I PROJECT NO. 03-23 CITY PROJECT NO. SPRINGFIELD (APPRO~D FOR CONSTRUCTION STAMP) W :. 3 :. ~ :. _ _ 0-- :. \ G \:.:.~ S , :> . C . "y Civil s. ::T ~ ) ::x s- :-:--. cOV:~ s- ::- S-::- 2 S--: J_A\ S- ::- 3 J AV \G A \) G~A) \ G s- :-:-- L. S-O~~WA-:~ & UT _ T:S S- ::T 5 O~ G \A_ CO\) -O\S s- ::- 6 "~A:-:- C CO\-~O_ s - ::-- 7 ):- A _S . SHEET NUMBER 5 OF PARKWA Y CENTER I I :) .~ ~LIMINARY I I t I NOT FOR CONSTRUCTION I I ORIGINAL CONDITIONS SITE PLAN REVIE'vI o~~~ OREGON ,,<:1~~ VU~ 1~~ (;l!ASG. ~ EXPIRES 30JUN2008 NO. BY Engineering · Municipal Engineering. Land Planning~ P.o. Box 10145 Eugene, OR 97440 Phone: 541 -461 9779 REVISION DATE 7 J l:l :3 ~ X o w... l:l )o-.ool ~ o If) o (Y) (\.1 I (Y) o /" , lfl +> u OJ!'- "10 0"- L~ 0.(\.1 /"- o::.~ "" ()) OJ+> f: cS g"Z) OJ+> -,0 j G:: 0:: W:.3:~ 'VB Civil ::-- - 0- -- - -- : \G \: : ~S, Engineering · Municipal Engineering. land P.o. Box 10145 Eugene, OR 97440 Phone: 541 461 9779 DATE OCTOBER 2006 DESIGNED BY GARY REED -"DRAWN BY GARY REED CHECKED BY DOUG ~EBER - WEBER ELLIOTT PROJEC;T NO. 03-23 BY - CITY PROJECT NO. SPRINGFIELD (A,PP~<)~9 FQ~ QQt-J~T~l}vTIQN ~TAMP) I I PRELIMINARY I I I I NOT FOR CDNSTRUCTIDN I I REVISION DATE 40 0 40 80 ~ 11 J SCAlEI 1 H = 401 s. :: ::-~ ) ::X S ----, COV-~ S ---- --- . - --- -- --- s - ::- 2 S -: J _A \ s - ::- 3 J A V \ G A \) G ~A) \ G s- ::T L. S-O~vWA-:~ & U- _ -:5 IICALL BEFORE YOU DIGit 1-800-332-2344 S~ ::T 5 O~ G ~A_ CO,) T O\S T\JO \JORK DAYS IN ADVANCE OF EXCA V A TION - ATTENTION: Oregon law requires you to follow rules S - ::- 6 - ~A -:: -:: C CO \ u ~O _ _ adopted by the Oregon Utility Notification Center. - Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copie 3 of the rules by calling the center. S - -:: -::- 7 ) -::-A S (Note: the telephone number for the Oregon Utility - - -- Notification Center is (503)232-1987. PARKWA Y CENTER SHEET NUMBER 6 OF TRAFFIC CONTROL SITE PLAN REVIEVI 7 L:J :3 t=l X -0 lL.. U l--I lL.. lL.. <t: ~ f- \J) o (Y) 0J I (Y) o /' lfl .p U (Uf'.. --'0 0"- L~ Q.0J /'''- 0::.....-1 Qj~ E cs g<5 (U+> -,0 G:ct I I' ..........., "" liIiWiIi'lll "1111'''-'''~'liiIIiiiIiIII"u,II.."III..~ .L'U. ,'.,I.,.!",~)~},!l.!L...I"II. ,1~!,,~_;_'I~f~II~.'t.,I!'._....,,' "~.. q' , ----"l , ~ '4'" ~JI ~ ~ I I j I I r~ :~': .... ' ~" ...-J;. Ii n---., 4,',,' ~ -c:~~ L_~Jn!_"_ .... , - ',-,' . il,!, ''''\, ,,:,,',:"; ,>lliIl;l&; !' .,__-',,' , 4 il : ^ " _:,,__,.~_ ,_ ,,'B''!II ..M,<nt""'JJ' , , 30" Max 12" tvin (Refer to Local Codes) '- -JITB 1 I ~J I r 1 I r-li .t. -:I ~ '.I~IiI."'lIll~~ if "i! .-JI~";' "'t!''''I',I.",I,,,~r'~'.';'~- '~'_'"\.r"'\"'<,'.I'II!II,I)llt~t "1t.. .. ~., _"':~ ",. PlAN I .' ".;<'.lIl!v..J,,,).il~.!...I.J~~.,!I'.'.E"',,J,,'_~'.I.~.~,....., _'>"~""""'~ ,..'."...,........ In , \\\ \ifIlliJL- I I i-: Ii ~~ i ~~ i , F ~ 3C 0 MO D - ~ 8 2 Y A, Reduced Pressure Assembly \ "andard Configuration Ou"sid~ =-reeze Protection Installation !iJJ/ii1 "\\ Iff I ~ t l~ U. :~_!:LNmH !!!!Jo;.M--:W": Iit-;__~J' t ~ - { -~ NOTES.~ 1. REDUCED PRESSURE BACKfLOW ASSEI/BLY SHALL BE INSTALLED iii A LOCAl/ON APPROVED BY EWEB OR SI/B lOR THfl/? REPECl/VE SERVICE AREA, AND SHALL BE ABOVE THE IOO-YEAR flOOD PLAIN. 2. REDI/CED PRESSI//?E BACKfLOW ASSEJlBL Y SHALL BE INSTALLED HORIZONTAL AND PlUND. 1. ALL CLEA/?ANCES APPLY TO THE Ol/TSID~ IN-BIlILDING,AND VAULT INSTALLATIONS. N/N/NIlII CLEARANCES fOJ? DEVICE AS5EII9LIES 2 INCHES OR SNALLE/? I/AY BE /?EDIlCED PROVIDED THAT THEY ARE ACCESSIBLE fO/? TESl/NG AND REPAIRING AND EWEB OR SI/B APP/?OVES THE VARIANCE fOR THflR RESPECTIVE SE/?VlCE AREA. 4. INSIlLATlON-fREEZE PROTECTION TO BE INSULAl/ON ANO/ORNEAT SOUHCE TO KEEf ENCLOSIJRE AT A AlIN/AlllJI TEl/fERAl/IJRE Of 40' (NfPA IJ-4-5.4.I.I.) 5. ASSEIIBLY ENClOSI/RE SHALL INCLI/DE A 80RE-SIGHTEO.DI?AIfI TO DAYLIGHT CAPABLE Of DRAINING A fULL RtLIEf VALVE DISCHARCE (LENGTH Of DRAIN TO BE APP/?OVED BY EYifQo/?StlB fOR THEil? /?ESPECl/VE SE/?V1CE A/?EA) 0. COI/PACTED CRA VEL OR UNDISTURBED BASE. 7. DEVICE ENCLOSURE -(E.&J NETER BOI, //?/?IGAl/ON CONTROL VAULT, OR fAB/?/CATED PEHI/ANENT ENCLOSI//?E). ....It Pi.:r & ~,\lJl"'oJ." ~ NOTES: I. DOIlBLE CHECK VALVE ASSENBLY SHALL BE INSTALLED IN A LOCAl/ON APPROVED BY Efl/EB OR StlB fOH THEIR HEfECl/VE SERVICE AREA, 2. DOUBLE CHECK VALVE ASSENBlY IIAY BE INSTALLED VE/?TlCALLY, P/?OVlDED THAT THE ASSEIIBLY: A. IS RECONA/ENDED BY THE NANUfACTI//?E!? fOR VE/?TlCAL INSTALLATION B. IS INSTALLED IN AN O/?/lNTAl/ON AS LISTED IN THE CUR/?ENT i!PP/?OVED BACKFLOW PREVENTION ASSEIIBlY LISTJJ (OREGON DEPA/?TNENT Of HUNAN SE/?VlCE5, 50J-1JI-4001). J. ALL CLEA/?ANCES APPLY TO THE OIlTSJ/}[, IN-BUILDING, AND VEHl/CAL INSTALLATIONS. 4. /NSULAl/ON-f/?EEIE PROTECTION TO BE INSULATION AND/OR HEAT SOIl/?CE TO KEEP ENCLOSIlRE AT AWN/NUll TENPERATlU/?E Of 40' (NfPA lJ-4-5.4.1./.) 5. BORE-SICHTED D/?AIN TO DAYLICHT IS REOUI/?E/J IN All SUB INSTALLATIONS. AlTE/?NATE IIETHO/JS AlAY BE APP/?OVED BY EWEB fOR DEVICES IN ITS SERVICE AREA. ALLOWABLE ALTERNATIVES TO DAYLICHT NAY INCLUDE.' A. D/?Y WEll 8. COIIPACTEO GRAVEL OR UN/JISTURBED BASE. 7. A DOO/? O/? OTHER ACCESS SHAll BE P/?OVlOEIl ITEAI/ = APP/?OVEO REDUCED PRESSI/RE BACKfLOW ASSEAlBLY INCLI/DING fACTO/?Y SUPPLIED SHUT-Off VALVES: AS /?E()IJ!RE/J UNDE/? OAR JJJ-05/-0010 AND THE O/?EGON PLUI/BING SPECIALTY COD~ AN INITIAL TEST PERfO/rI/ED BY A STATE CEHTlflED BACKfLOW ASSENBLY TESTEH IS REOU/HED AT THE TINE Of INSTALLATION, WITH COPIES fURNISHED TO.' I. THE OWNER 2. THE WATE/? SUPPL/EH J. THE BI/ILDING OffiCIAL fO/? fiRE SERVICES.' 8. fiRE SE/(VlCE ASSEI/BLIES SHALL BE INSTALLED WlllI/N 10' Of EWEB's OR SI/B's POINT Of SE/?V/CE. 9. ALL PIPING P/?ECEDINC THE DOUBLE CHECK VAL VE SHALL BE CONSTRI/CTED Of POTABLE APP/?OVEf} IIATERIAL, (E.G., PV~ LINED CAST II?ON, OR DI/CTlLE I/?ON). fa NO OUTLETS OR CONNECTIONS (INCLUDING HYDRANTS) WILL BE PE/?Al/nED ON f//?E SE/?VlCE LINES PHIO/? TO THE DOUBLE CHECK VALVE. REf)IJCEf} PRESSIJRE BAC/(fLOW ASS[M8L~ 1;2 JJ 10 ]JJ J ABOVE CROIJ/lf) REDUCED PRESSURE ASSEMBLY ITEI/ I = APPHOVED DOIlBLE CHECK VALVE ASSEIJBL Y INCLI/DINC fACTOHY SUPPLIED SHUT-Off VALVE'>' AS /(EOU//?ED UNDE/( OAR 3JJ-051-0010 AND THE OREGON PLUMBING SPECIALTY CODE, AN INlnAL TEST PERfO/?I/ED BY A STATE CE/(Tlf/ED BACKfLOW ASSEI/BLY TESTEH IS HE(JIJ/HED AT THE nilE Of INSTALLATION, WITH COPIES fUiNISHED TOo' 1. THE OWNE/? 2. THE WATE/? SUPPLIEH J.. THE BUILDINC OffiCIAL SCALE: N.T.S OOIJBL[ C!fEC// JlAL JI[ ASSEAlBL ~ 1;2 JJ 10 ] JJ J ABOVE CROIJ/lf) DOUBLE CHECK TAL 1.&' ASSEMBLY . SCALE: N. T. S W :. 3 :.~ .WECiVi' :- .0-- - -- :: \G \:: ::~S, OCTOBER 2006 GARY REED GARY REED DOUG 'vIEBER NO. 03-23 SPRINGFIELD Engineering · Municipal Engineering. Land Planning P.o. Box 10145 Eugene, OR 97440 Phone: 541 461 -9779 DATE REVISION BY DATE DESIGNED BY DRAWN BY CHECKED BY WEBER ELLIOTT PROJECT CITY PROJECT NO. ).c.~ . fr) c_ 1>- 'L ~L5 15~ ..AI~~. UNttifD / B (/ i r TYPE A l' MIN. TYPE B If. ,f(- It IQ WJ: o:::() ~<( o 00::: WCL :J~ o 0::: I- Z o . () STANDARD RAMPS (EXCEPT AS PROVIDED FOR AND/OR REQUIRED BELOW) (FOR DETAILS SEE SHEETS 19A-C) ~~J~ TYPE D STANDARD RAMP DETAIL AT "T" INTERSECTIONS (FOR DETAILS SEE 190) * THESE RAMPS MAY BE DELETED WHEN CITY APPROVES USE OF DRIVEWAY BUILT TO ADA RAMP STANDARDS AND LOCATED PER THIS DRAWING. '~I .w It WJ: ~. .~~ . Je. ~ I 88: .~' .. g~ UNPAVED ~ AREA 8 . E. THROUGH STREET TYPE E - THROUGH STREET TYPE F CITY OF SPRINGFIELD STANDARD DRAWING .. ~ -, . 3-15 s- :~:- ~):X s- ::- 1 COV:~ S- ::T 5- ::- 2 5 -: J_A\ 51::- 3 JAV \G A\) G~A) \G IICALL BEFORE YOU DIGII 1-800-332-2344 TWO WORK DAYS IN ADVANCE OF EXCA V A TION ATTENTION: Oregon low requires you to follow rules adopted by the Oregon Utility Notification Center. _ __ _ _ . _ Those rules ore set forth in OAR 952-001-0010 5 - - - 6 T~A - - C CO \ ~O through OAR 952-001-0090. You may obtain copie3 - - - of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. s-::-- 4 S-O~vWA-:~ & U- _ -:5 l:J :3 ~ X o LL (I) -.J 1-1 <C I- W ~ !'- o 5 - ::- 5 0 ~ G \ A _ CO \ ) - 0 \ 5 s- ::- 7 ):-A_S SHEET NUMBER 7 OF PARKWA Y CENTER )~E _IMINARY I I NOT FCR CONSTRUCTION I I ENGINEERING DET AILS (APPROVED FO~ ~ONSTRUCTION STAMP) STANDARD RAMPS WHEN TRAFFIC DEPT. SAYS NO CROSS WALK SIDEWALK ACCESS RAMPS 7 (Y) C\J I (Y) o /' · 1Il ;.> U OJ!'- .,0 0'-. s...~ o..C\J /''-. o::.~ .. OJ OJ;.> s: d 0"(5 ~ OJ;'> ....;0 1 G::: ~ . ...-..-..-.... .... .. r"'" General Notes June 2004 1. Prior to any ground disturbance on the site one inspection with LDAP stoff is required. Issuance of this plan does not relieve the permit holder and or the contractor from all other permitting requirements. Prior to beginning construction activities, 011 other necessary approvals shall be obtained. 2. The erosion and sediment control measures shown on the plan are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment-laden water does not leave the site. 3. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until 011 construction is completed and accepted and vegetation / landscaping is established. 4. The boundaries of the clearing limits shown on this plan shall be clearly flagged tn the field by the engineer prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the permit holder and or the contractor for the duration of construction. 5. The erosion and sediment control measures on active sites shall be inspected and maintained dally and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. The erosion and sediment control measures on inactive sites sholl be inspected 0 minimum of once every two (2) weeks or within 48 hours following a storm event. 6. All erosion and sediment control measures shall be protected from damage at 011 times. Control measures shall remain in place until permanent re-vegetation hos been stabilized. Any measure that is damoged or destroyed sholl be repaired or replaced immediately. 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) sholl be immediately stabilized with on approved ESe method (seeding & mulching with straw, bark, compost, or plastic covering, ect.). 8. Street sweeping shalt be performed os needed or when directed by the City inspector to insure public right-ofways ore kept clean and free of debris. Street flushing is prohibited. 9. When trucking saturated soils from the site, either water-tight trucks sholl be used or foods sholl be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the storm water system 10. Extracted ground water from excavated trenches shall be disposed of in 0 suitable manner without damage to adjacent property, City's storm water system. water features, and related natural resources. Approval of a dewatering system does not guarantee that it will meet compliance or be acceptable for use in all situations. Modifications to the dewatering system wlll be required if compliance can not be met. At no time will sediment laden water be allowed to leave the construction site. <"'l -\ _/ \' \ \ \ \ \ I (I I I (' I +-1 I ) I I > I /)' "~,. I t ~ ~ ~ 'jlm~ ~~I~[ +- .... ir-,q ~ UJ -.:::t' 1O ~ LQ . . t'- /f=l' ---~ ~,L-~~k ~ "",,' I / b. ________ ~ r ~ FIRST TECH 4564 SF TRAFFl SIGNA! POST \ /-1 "-------- t ~ @ 11. A supply of materials necessary to meet compliance and implement the LOAP or other best manogement erosion practices under all weather conditions shall be maintained at aU times on the construction site. 12. No hazardous substances, such as paints. thinners, fuels and other chemicals shall be released onto the site, adjacent properties, or into water features. the City's storm water system, or related natural resources. 13. The ESC facilities shall be inspected daily be the contractor and maintained to ensure continued proper functioning. Written records sholl be kept of weekly reviews of the ESC facilitieS during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May1 to September 30). ';" .' For More Information City of Springfield Public Works Engineering 225 Fifth Street Springfield, OR 97477 Phone (541)736-1037 (541)726-3591 www.ci.springfield.or.us ~.-/ /~ / /.. / (! ~2iE ~ .......--. = ~ -= ----t--- et-;' .~ ...oII..-~~ .......--. = = t-- = . 'TUaL.g~~ STORE 110812 NWC PIONEER PARKWAY AND Q STREET, SPRINGFIELD. OREGON. ,. ~5i /i~ / '0"" -tV """""""""'~"-'"'_""~"W',{~..~;~~~'!f;~~:': ';"~;;'l,~~~~",g. .o~.o ~ ~ ~ ~~J ~ ~= ~ r- ~ ~ ~~ ~ D' .$1.'9 ~!' If _., . _ ~:,~.~~=::.:;:;:::::~::::,;~:~~:;3!~"." ~ ;~~f~l ^ ^' /' ^ ^' . 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" "t" ".* -i <':~:<~:;j:.;~.; ~:~." ~:.:': ,;:';,.>:: i: \ ~:: ~ :><::: ;,;:,.:t~_:Ui~~II~.~:;,;i GUTTER '- BAG INLET SEDIMENT BARRIER BURLAP OR APPV'D EQUAL MA TERIAL FILLED \JITH BARK -0- MULCH AROUND DRAIN ROCK C J ~B I \j._ ::- :> ~J- ::C-I ,J \j D::- AI_ NOT TO SCALE ::SCJ =_::G~\jD SIL T FENCE CURB INLET PROTECTION o CATCH BASIN PROTECTION --C 0 w EXISTING DRAINAGE PATTERN ~ GRAVEL ACCESS PAD (2-3 INCH OPEN ROCK) ~ AREA OF DISTURBANCE 2,38 ACRES ...... PROPOSED DRAINAGE PATTERN CONCRETE \JASHOUT @ T TRASH AREA (DUMPSTERS) ~ 30 I STOCKPILE AREA (COVERED \11TH VISQUEEN TO PREVENT EROSION) 8" MIN. DEPTH CLEAN PIT RUN (OR 2" MINUS CRUSHED ROCK ON GEOTEXTILE '~ AS REQUIRED' 20' MIN. FOR SINGLE F AMIL Y AND DUPLEX RESIDENTIAL G~A v- _ CO\ S-~JC-- 0\ A - Q S - ~ - - -- - X - C~o )e cons':ructec) NO SCALE IICALL BEFORE YOU DIGII 1-800-332-2344 TYlO 'JORK DAYS IN ADVANCE OF EXCAVATION ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copie; of the rules by calling the center. (Note: the telephone number for the Oregon Utility- Notification Center is (503)232-1987. W -: 3 :.~ - 0-- :\G \::::~S, :> .c. DATE . - -- - DESIGNED BY GARY REED PARKWA Y CENTER .WS Civil Engineering · Municipal Engineering. land Planning DRAWN BY GARY REED I I PRELIMINARY I I P.o. Box 10145 CHECKED BY DOUG VlEBER I I Nu I FOR CONSTRUCTION I I ESCP Eugene, OR 97440 WEBER ELLIO I I PROJECT NO. 03-23 SITE PLAN REVIE\# Phone: 541 -461 9779 NO. DATE REVISION BY CITY PROJECT NO. SPRINGFIELD (APPROVED FOR CONSTRUCTION STAMP) . , .J...l.J.___...L. _. ~_ .. ~.__.___J.._~._.~ 60 I SHEET NUMBER 1 OF 1 L:J ): ~ X o w.. 0.. U (.I) W 00 o (Y) ('U I (Y) o /' III -P U Q;I'- '-0 0"- L"'t" Q.(\J /''-... 0::..-1 Qj~ f:d g"Z5 Q;-P -,0 .L:O::