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HomeMy WebLinkAboutPlan, Final APPLICANT 1/6/2009 CONCRETE CURB ~ . ~.. ~~ ~~ ~:t ~ .////// .. ~ ~. ~ :::3. ~c ~ s: ' ~. \ :" \~ : "~ 1- t.: +JJ :; ~':l:; -~ c.B. It. : :~ ~. ;~..- ':;:~.~ . .4 .. . ., f .. f I . . . . . ~l 8'-fZ)1 " I. ~ TYF: _. j~~ 1 .~ !..,~ ii/. ~ . ~\') 'Z r- - t.(\t- f~ ~ X g:.w . .~ EX. EDGE OF A5FI-IALT L=135. 79' R::::: 1869. 86' 6.=04 V9 '.19" C LEN=135.76' BR(J:::::N 02r:J1'1,M E FJ:eOPOSED L IGI4T ONl~'POl.e S 04:56'00* W 5 TE :> =5C:~IP- ON LANE COUNTY MAP" 11-03-22-20 T AX LOT tt2300 ZONING: CC 5 TE AR::A5 TOTAL SITE AREA a 4h,36S SQ. FT. FROJECT SITE ~A:: &,1&S SQ. FT. eXISTING eTFWCTUFCU: :: 1~10 eQ. FT. FROPOSED eTFieUCTUFeE = ~S3 SQ. FT. TOTAl.. eT~CTUFeS = 1,12~ eGo FT. _AND5CAP N6 LANDSCAPING tEMOVEDFOR rROFoeeD IMFROVEMENT :: NONE LANDSCAPING AODED WITI-4 PROPOSED IMFROVEMENT :: 228 SQ, FT. ~ ~ ~ ~ ~ ~ ~ ::>'=RV OL5 A~EA5 IMFERVIOUS AREA ADDED = (/) IMFERVIOUS AREA ~110YED III 228 ea. FT. L, . , "- . -f-~ t , 7RANSFONMEN ~ ' f;" ,. ,'C 4...;... PAD J..':':;": ':: :.:'.;'~ _ .._...' _~. f'.~ : t. ".,.. . .. .' . ~ -r4-..... ~f 'i' 'r - · 1 ., ,. ..~! .,. ';"0.4'. ~ r_V ):.:..~.~ ..~~..-:.~\ / . . ./~;~/;jt;;/!/////////;';))~;~~/j;~~;;;:;;/;/';))///) ) / / ~ I / ~ ~ ~ ~ / .~ ~ CONCRETE CIINB N 89~9'20N E J35.571 Tli'ANSFORMEN, PAD \ , PA~<NG eXISTING PA~ING :: 68 SPACES eXISTING PARKING REQUIRED ** 14 SPACES eXISTING PARKING SPAces TO 6E FeMOYED &2 h FAfiiKlNG SPACES ~QUI~D FOR COFFEE 61-40F = .3 ~ ~ ~ ~ ~ ~ ~ : = ....,.. F 0 Y" .,= : = ,a.. 1_ I.... I ;_I_..V PROPOSED NUMBER OF EMPLOYEES = 2 OCCL,PANCY TYFE'MI lIlt ttt. 'oJ 1) -l ..3\- \. \ I ~ \.. EX. SI(;,,! i i J I CON5..~L,CT 01\, TY::>E TYFE .v-e' O~OF05A_ TO CONSTFalCT A ~S3 &QUARE FOOT COFFEE &~OF AND ALl. NECeSSARY SITE IMF~OVEMENT6. TJ-IE FACILITY WILL EMPL.OYEE TWO FERSONS FER S~IFT AND WIl.L OPERATE FROM 5> AM. TO II FM. eEveN DAYS fOE~ weeK.. PEAK I-IOUR6 WILL BE FROM 6 AM. TO 9 AM.. T =NAl\ T / FRAl\CI- 5:::: CI-IRIS STeWART STeWART AND eoNS ENTE~PRleEe, INC. 4htbrZ> MAIN eT. BLDG. D eTe htbe> SPRINGFIELD, OR ~1418 _AND OWNER MAJOR DEFOE gfD1S1 PRAIRIE ROAD EUGENE, OR ca1402 :>RE-=A3R C~AT=::>3UL_::> l\G t=Ae~ICATED BY DoueLE"R' PRODUCTS, FOR DUTCI-I BRoe. COFFEE. PERr1IT ISSUED ey THE 6T ATe OF ~GON BUll_DING CODES DIVISION. PEp;t1IT NUMeER - M.334 ~& - 454e>D fl \:: j ~ i "-t~ Date Received:_ t I to I (fl. Planner; .' -~ --. U~Sd h{w~ DMfOW".. J SdL~ .'~D X :?RA.J 'G 6~Jl- E..... A A2 A3 A4 AS 51,1 Ll .5 TE P:_A~ EX 5T NG CO:~::> T ON5 6 KE 5,-,EL TER .-R. ".5.-. :=NC_05L,'~E UrrL T E5 FOL,l\?AT 01\, '.=>_AN LAND5CAPE P,_AN '~",' (J) 1.1.11- 0) ~ c:o co Z "=it ~ r-.... "9 LU(.) 0) (0 z ('t) l"'- e . - ~ J:LU C> "=it W LO ex: x 1-1- e u.f <( U. ..J . - ..J - LUJ: > rx: LO w 0) ~ I"'- co gu . <( (0 ~ N l"'- I 1.0 ~ <CO:: N .q- X LO . . 0 w ~<C CD z 0 0 J: a.. a.. c:: {L () ~ I " - d) ill ~ ._l.n' t a .... LL_. Cl Q -1 JL <( w LL ~ 1L () " LL.~. L \) ~I ~ (l '- ad) d) d) lLd) () . l- . d) OC fi >- cr. T -<t 3 0 ill T I -<t 0 " J Q --.l ~ f\ N ((\ <( SHEET TITLE: elTE PL.AN FILE: GATE-5T DATE: 12/30/08 SHEET /\ I \ esE DRAWINGS PROVIDED BY DUTCI-4 e~oe. FOR l-~e-FA6 UNIT DESIGN. f\~ C--D~~ . hRt.1-Q.cft-:C!)orn? M\vt\M-U-m DwP~~ 5~S r1 fa.A/J.A - ~(J' I - J~ v_" '-'~. "'-.. CONCRETE CURB ""'", T . . CHAIN LINK FENCE STAND~ FA~ING SFACES: gtxl$' COMPACT FARKING SPACES; 8'xlh' / /' ../ ~-S~IPE AS C()MFA~T / Q C C Q Q Q C C c J~ 11 Ie /lca 2fD 21 22 23 24 25 26 / ,// <> <) A) c::>- \",\.. -', '\, \\) '\ '\ .'\., e', g '\. ..'" ~ASPHALT :: ~ ~ / '\ "'~ ~/ 21 28 29 30 ~ 32';3 h~ 35 '.,,- /' "'-.............-/ ~6 .31 36 3ca 40 41 -," ..:~. :~~ ....*. .:. 1 ItD 11 1.3 14 1& 12 .!l~ E'X, FIRE' HWRANT 'I ~ .... ~ '..,... EDGE OF I ~ r;, .': I"'r<OP05ED D I~CTIONALASPHAL T I '}'., A~WS. TYPICAL OF (14):::}:~ \ .,.:..; \ ..:: I . ..- I :.'":: I . I " ., /. tn. ~ ~ W// / ~ "It. ~ ';-:',:.: ': \;. J / . 't! . I : '. . .....:.. /. . ~ .... A /. ~ ',i. t.'.. .~. :J '.; V ~ ~~ti:~;:::<::p /. /: . /' /. ('C\ ~\ ~ N / / / / / ~ / . /. 1 . ~ J - ~///(( ~~ {;.' ~~~((( ~:~(( (/(~tR:((< ,i,' t~ J \J:.'.' '. .. I · ; l' '. ::.....). . ''-.' - '- .. .:.~ 4~; '.~ CHINA SUN RESTAURANT 7370 sa n: ftCE.. 6TRIF E AS SI-4OUJ t i<'..::. "4.. :.: .~. ~: / .:~ .~:' ~ . :........ 241.(Z)' .~ / / / / / / ~ / / ~ ~ ~ / / / ~ " , <> 46 41 48 4~ 50 5>1 62 ~ 42 43 44 4& ..' ~~ <? r -' ~ ~ c;> · _I DUTCJ.I e~os. '7 ~ ~rq:...Ae~ICATeo ,'~1"/~a8. ~) \ ( 1:+ \ ~~5 L/ \: c;> , \ -- EX, "CONCRETE CIINB ::tf:. S 89~9'20. W J ! ' ex.METAL 328.00' 6xlfD COV5fCED LIGI-4T T~SJ.I ENCLOSU~ _~ FOLE (2) cove~o elKE .J PARKING SPACES , '~ 7( ~/ ex. METAL LIGI4T POLE 2ht-(Z)' .'( 541-2 1/21 f " ~ ~ 6 .....E l ) ..... A' ~ · II = 2 e> I - e> )I NOTE: ALL ADA ~OUTEe, INCLUDING CUFij3 ~FS, DETECTABLE WAflieNlNGS, WALKS, euras=ACES, GRATeS, SEFAAATfON, rnOTRSDING OBJECTS, AND ISLANDS e~ALL Be CON6TFaJCTED IN ACCOf'(DANCE WITI-I TI4E 'OREGON 5T~CTUFeAL SPECIAL TIE5 CODE' SECTION lttZ>3. ALL PA~ING FACILITIES AND LOADING ZONES SI-IALl. BE DESIGNED AND CONSTFaJCTED IN ACCORDANCE WITJ.I 'osee' SECTION n~4 AND 1tcZ>S. EACJ.lI-JANDICAF AcceS616Le PARKING SPACE 81-4ALJ.. ee MA;;:KEO BY A SIGN IN II I-IIGI-I LETTERS ST A TING 'PA~ING WJTI-4 DM.V. DISABLED PERt1IT ONl Y. VIOLATORS SUBJECT TO TOWING UNDER O.R.S.. 811b2cZ> AND FINE UP TO .250 UNDeR 0R.6.811,hlSI_ VAN ACCEselBLE PAFCKING.5PACE MUST J.lAYE AN ADDITIONAL SIGN MOUNTeD TO T~E SIDE OF T""E FA~ING SPACE REVISION: .~ M.1f.-- -' .. ~~NSFOHM.Bi'-f -:-J~. '.:.~~..::'.,,; ~ _~ ,:,:-1 .. . . ~ M.H. I.a $! - :':;,::\/i r :t'i,'; t ~ E.M., r- 133 ~ . :~;~~~~~~~~'7J5/://:/~~'tJ~////;;~Z;/~';);;;/~///)' 1 f. N' .. I ,.,_. II...".rA. _'~', ~-i.'I.. CON,WETE lVRB '/ / l..:- i A>..J IY.l. P. ~: :':J llIIo--.. ..:. ~.,l....-. ;.(.~ -: . ;,) j' (\) ,.j i" ~; l' r .', i I." f: ..:.:J ~.. . t~:~ ;.. I. ' .J'" .... t-,,' . M.H. '.1,;:: ' ~ v.~.,~ I ~., lil I. C. v. : ~'. :s: ~ 'i':\: g: - ,,' . WAf -,' ~. c::s , r a..... . f, ~;:'" "J(' - . , '\ .( I { · " +-+M.s:~ :'~ ~ ' :J :~:. .' '..' ..... ..~: . :. 7: Sa. r.5- 9. \ \ \ , , . .M.H. c.B. ,,, \.,~ .t... ~ASPHAL T" "" / ~ / / / / / / / / ~ / / / / / / / ~ % PARKING ~ASPIIAL T, ';:-A (.M ~...A. \ \ SITE \ BENCHMARK 1 \ \ .\0' . , ':~ ; a.:~ ~. ':~', '~'. #I.:~. ....,t. ~. ~. ~ .~r::j:. / ' . ~. ... .,"., . ,'~,~::, L-= 135. 79' R==1869.86' 6.=04 V9~9" I C LEN=135.761 BRC=N 02"51'11" E' I \ I I I I \ \ I f r I I I (/) ~I- C) "f"" 00 CO 'lid" "f"" ...... II) I LLJ(.) 0) CO Z ~ - 0 I T- :I:IJJ C!) 'lid" W 1.0 a:: X 1-1- 0 u.i <t u.. ..J . - ..J LLJ:c :; a:: U') w en I- ...... CO go ..J I ~ <0 C\I ~ ...... I U') T- tq <CO:: C\I ~ 1.0 rq X 0 W ~ ~~ En Z 0 0 ~ . J: a... 0.. V:) c::: ~ ~ ~ ~ ~ ~ ~ M.H. L aa ~u' .J N 89-""9'20" E' .J.J5. 57' TRANSFORMER PAD I $ T.P. l:P. CONCRETE ClIRB CONCRETE CURB ~ .////// //) /' / / / ~ / / / ~. .1\ / # ,ft.1It .' 'I' . /. . . . . .., ,# .. .'. / . . -! ~ I : #: .. : /. " ': '. ~ t1~::f.~{~~ . ~\):. ~~'. / : '.~ ~.': '" -'~... /" .' .' ,,~". r ." '..; '. ....... . /i ,..' /. / / ~\' ~ / / , / ; ~ / . ~(/({.~/(; ((~( ((~~:(((~(~~(~~(/,' ,t. ,..~,.) /,~\ ,";:'. .~. .' .:.:,.,.,.: ..: .' ~~~".I" ' '.. . ,'., " .--'-' "- .13..;r ~. '\. ~ "- ''\. ", ~ PARKING '/ ~ / / ,/ ~ / / ~ ~ / / / /; ~ASPHALT, J:l" v"', \J" ""'" / ~ / ", / -, ...~. ,/ '-...........- ....../ ,/~ / )/ tr) F:H. --.. ~':'.: ..~. /// E/{CE OF ~ AS(HAL T \ \ 4:: f ~ \ CHINA SUN RESTAURANT . , It ~.. ~~ ~~ ~~ ~ .. '; . ',...... CHAIN LINK FENCE \~ If T *M.L~~ I. C. lI. I M.5.p! .~....: ~...\ /~~\ f /[/-;-/ /f \ / \ ~~ / :~i'; , ~ ~ j .-----\ ;'~; ~ / ;f ty J /Yal WM. :;j~: ~ /' ~11 /I,~j ~ /.1 ~ 11 \ r.s.s. / / G I." '" ~""" ,/ Qj . i. Y. ;:.;: :". _/ / c.B. / i / /~ :'~r. w.v. _--~/ tIl I ! /I.c. U ~ .!,~ -- ~~ , -..-<1/ o~ -';:C;.~1S.S. t'T'-- r.s.s.!!l~ ) \ -$-~L.P. I llJP l' CA8LE"~.~ w.v. ~k I. c. u. a P. Jt.'At. '.:- ~, B. S. I~ Y. . . .,. ',.. I .. I :7;1 ~ .... 1\ V) :.~ \ ,lr:r' ~'f \ . I . '\ t ,.. J... \ .')';:: ;;) \ .' ,I':, G \ ;"~.f..l ~ \ ~ "I.':~ ~ \ :.' ), ~ '.., . ......, " ,;:J ,:.~E{i. '..j ':'I~ l.....: ~il"':' . J' .. .~ ~.~ <l'J ..~ - ."" ., \ ....... : J :'.~ .... PARKING .. Z~ ;<: l-iJ- , k ~ ......) ~. ~ ~ <..) ., .\. - ...... "-, " ~ ~ ~ C( ;t""'" .....4 -l~ 'tt::> , -", ........ CONCRETE CI/HB '-...., '" . ...,.,...........\- ,~, CD.. jJ.;. ;-, \ / 4 \ I ( ~5~ \_~-,./ ~ASPHAL T" .. .r-- ,.a:;-" (L 0 G I \.'J d) w ~ Ii.. J 0 .... Ii. JlQ -~ ...J II <[ill ,L ~ ~ 0 lL ~ 0 ~I' n... , o d) d) d) LLd) 0 . I- to 0{ [/ >- CC I <{ 3 I 0 ill I- <( 0 \.'J I Q ) ~ () N c<) <[ . . I PAR,(INC S 89~9'20" W 328.00~ r I. C $! CONCRETE CI/R8 LEGENfJ -E7 = SITE BENCHMARK AS NOTED. . == GUARD POST. B.s. .:= 81/S STOP. CABLE .:= CABLE BOX. CB. =' CA TCH BASIN. C~ == CABLE PEDESTAL ca = CLEAN OUl: E.At. == ELEClRlC METER. F:H. .:= RRE HYDRANT. F.l. FLOW LINE & II. = GAS VAL Ill: /, C. $! = IRRIGA 1/0N CONmOL VAL Ill: M.H. = MANHOLE. M.L.P. = METAL LIGHT POLE. M.s,P. = METAL SIGN POST. T.B. == TELEPHONE BOX T.a. C = TOP BACK ClJRB. T.s.a. .:= TRAFfiC SIGNAL BOX. T.P. -= lELEPHONE PEDESTAL. IY.L.P. = WOODEN LIGHT POLE. 1f.M. = WA TER METER. If. $! = WA TEl? VAL IE: ^ '6V ex S......,G CO'ID ..... 0,6 ~ , II = 201-011 TOPOGRAPHY SURVh'Y OF OF TAX LOT 2300 SIT{jATEO IN THE NORTHWEST QlJARTER OF SECTION 2.2 TOWNSHIP 17 SOlJTH, RANGE,] WEST OF THE W/LLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE CO{jNTY; STA TE OF OREGON. G W T E G W T E: = GAS AS PAINTED = WATER AS PAINTED = TELEPHONE AS PAINTED = ElEClRlC AS PAINTED NOTES SHEET TITLE: eXI5T1G COND. 1) CONTOURS ARE AT l' INTERVAlS AND ARE COMPUTER GENERATED. 2) ALL MANHOLES HE'RE LOCA 7E/) A T CENTERLINE OF RIM. 3) UTILITIES SHOWN ON THE SIJRVEY HEREON HERE BASED UPON GROIlNO/V!stJAl OBSERVATION ONL~ THERE MAY BE UTILITIES ON THE SITE THA T WERE NOT VISIBLE THEREFORE; lHEY ARE Nor SHOWN. THE ACTUAL LOCA 1/0N OF THE UNOERBROllNO UTIliTIES VAR~ 4) LOCATES ARE PER TICKET Nt/MBER 8146640 5) THIS IS NOT BOUNDARY SI/RVE~ 6) MANHOLES IN GATEWAY ROAD M:I?E NOT ACCESSED DIlE TO EXTREME HICH TRAme. BENCHMARK. SITE BENCHA:fARI( FILE: eX-CON I I . ., DATE: 12/.3tZ>/tZ>8 CITY OF SPRINGfiELD BENCHMARK MARKED BY A ~~ BENCHMARK IS LOCATED ON A CI/RB AT THE CORNER OF CATEWAY SlREET AND G'A TEWA Y LOOP. ELEVATION OF MARK IS 432. 41 FEET. STA JEW/DE CONTROL POINT NI/MSER 1. A MAGNAIL SET IN ASPHALT IN lHE EASTERL.Y SIDE OF SITE, SHOWN HEREON. ELEVA TlON OF MARK IS 4.J.],4.J FEET Date Recelved:_ .,1 ,'. ~ ()l1 flRf Planner: .' '. ^~ j ~/~.~lIt> C1J),~ ~ p~ SHEET ,/\ 2 REVISION: 51.31 ~ ,- , ,- ,---------, I I I I I I , 0 0 I I ):30 I I I I I I I L________ 2'.' 1/21 1# ,-' , , I 112 xl 112 xllS1 I-ISS ~IDGe .' ~ / ~ W Z tij Z ~ ~ ii! Ii 0 ~ i[ B! [ t-= ~ ~ d) ~ to d) d) :I :I ~ ~ ~ ~ ~ x x x x x S ~ ~ ~ ~ x x x x x ~ ~ ~ ~ ~ Q .. 1 112 xl 1/2 xl/e' 1-455 RAFTe~ , ~ , I ~ ~.. . ---- I 1/2 xl 1/2 xtl81 I-4SS ~ER .' . '" .. '" " (/) UJ I- 0) '\'"" Z co co ~ '\'"" 1.0 . UJ (.) 0) to Z Ct) f"- 0 . - ,.. J: LIJ ~ ~ W l.t') a:: l- I- 0 x W <t ....J LL . ....J - LIJ -- :> a:: 1.0 :I: w ~ C !:J O? <C <0 (.) ~ N ...J ..... f t..O '\'"" <C N V Q: x 1.0 . . 0 W Z OJ Z <( 0 0 0 J: 0.: 0.. 0: 12' TI-IKx 321 SQ. PTG. WI (4) -4 EW. ~ . ~ -' \S) ~ d) d) :t ~ X ~ 1 112 xl 112 xl/S' CONT.. ANGL..E ----.... ~ . Cc\ ,-------- I I I I I I I I I L________..J TYP\ tl8 " 1-12 /' 1/8 / 1..12 3x2xll&1 I-4SS MAIN ~ WI --- MIT~D CORNeRS 2 2x2x31l6' 1-455 COL. W/ 11161x 6')(61 eASE II! WI (4) 112'.x lc2)' ANCI-40~ eoL. Te /' " , I I r I ~~ .. . .. ~ .) . "- 3x2x1lS1 I-4SS MAIN J=FieAME WI Mil J'lld:D CORNEF?5 o 0 t 1/4 x I 114 xl/B' l-4es 6RACe f3\ ROO~ F~/'.'V= \@J ecAl..E, 3/4'.1'-0' f2\ ....,;/\ "\. ~~A'V~ \@J ecAl..E, 3/4'.1'-0' (1"\ ~O...:"\.DI'.- O"\. F_-/\"\.: \@J eCAl..E, 3/4'.1'-0' J\v ~ 1/& V rv <TYP. All. CONNECTION& UN.O. 2x2x~1161 I-4SS COL.... I 11.2 xl 112 xl/e' 1-156 ~IDGe I 112 xl 1/2 x1!e' 1-IS6 RAFTef:e _ ~ MEV )J I ~ ~ ~I "I r , ~ 1/16.x b1xb' ISASE e WI ~ (4) 112..x 10' ANCI-IOR601.. TS (L o ~ I \!) d) ill ~ 11.. I. ~ 11.. (l Q JL ; --1 ~w JL l t!; 0, L o -~~' ~ (ll 0... d)od)d) Ou-~~ OC (/}- lL, I ~ I O~ o ~ I ~ ) ~ () ~ <t 1 112 xl 1/2 x1!8' l-ISS FURLIN /6I-1EET METAL ROOF'(i /' TO MATCI-4 eXI6TING ---s~eeT MEr AJ... ~OOFING---- I 1/2 xl 112 xl/&' CONT. ANGL.E ~ /- --3x2XI/&' 1-l6e", MAIN FRAME W/ Mil. --Z:D CQ~eFC.S 1 1/4 xl 1/4 x 1/81 Mee e~E ~~ .3 .. / ~ ~/ ~ ~ Q , I 1/4 xl 114 x 1/81 l-4ee BRACE .)~ n co"\.,ec- 0', De--A _6 \@J ecAl..E, 3'~'I'~~' - ,-',-_: 2x2x3l1b' I-ISS cOL... W/ 1/1b'x 6'x6' BASE e WI (4) In..x 8. ANCJ..lO~ 601.. r6 Q -' ~ ~ ~ BIKE eTANTION / CONC.. SIDEWALK /CONC.. SIDEWALK J~ .~. . cA. ''''.4 ~ '. ~'.~ :-;...:': . ~ . < f .' .J t1 , 4 ~ "... '. ~ '",' 4 ~ :~. ~: ::t<. :"~_(4).4E.w . oft . " . ~ Q I ... . ~ ('(\, ~ 2 II. # 21-81 } 'I SQUARE (4\ CROSS sec- 0'. \@J ecA!.E, 3/4',,1'-0' .~.. Jt ('6\ 6 D \@J eCAl..E,3/4'.I'-0' fS\ e"\.:;> F_:-VJ^.- 0'. \@J ecAl..E, 3/4'.1'-0' i l-VA--.O"\. - ..- I SHEET TITLE: BIKE SI-IEL TE~ FILE: GATE-BIKE DATE: 12/.3~/f2)8 (\ ~/ 51 . I : I I ; /\ :L--.:) <. ~ .i. s ~ '~:: . . . 1\,,; SHEET Date Recllved:~,~, oq T~~~~~. 1\ 3 REVISION: " I(z)' .01 f. #~ ~ . ., . r- e . . .- , [] \ D ' \, I " . . . .. '-- 8' SPLIT FACE eMU f j I Q , ~ ,.~ I /1\ L___J 1/4' A=T / ...... . \\) I if) - '" , .. .c. . 6 . '--V-'- I ~PAIR OF 'e.TEEI.' GATEe. J' 6 . c " 2x2xl/SI f.4ee COl.. W/ 3116 'x 6 ')(6' eASE PL.ATE WI (4) 'f.4IL TI' 1-fK6 II 12-334 ANCI-IORe (T'\ FLO~ PLAN e l/2l=ll-tD' \eY Nvii::: ELEVATE SLAe 1121 Aeove E>CISTING GRADE TO ~OVIDE I4YDRAULfC tSOl.ATJON 40 . , 1 1/2 xl 112 xl/S' I-IS& ~IOGE I 112 xl 112 xl/S' I-ISS RAFtER 1 112 xl 112 xllS' l-4es FURLIN ______SI-IEeT MET At.. ROOFtG 1 112 xl 1/2 xl/S' CONT. ANGLE J3x2XI/8' 1-188 MAIN PFeAt1E WI MIT~O CORNERS ~.. ~I 1/4 xl 1/4 x liS' 1-165 e~E .. ~~ ' . ,~ ~ - 2x2xllS1 I-ISS COL.. W/ .3116'x fb'xfb' eASE PLATE WI (4) 'I-IILTI' l-IKe II 12-334 ANCJ.lORS - r- , '" &'-61 .to " ?" j4'XI(l')x 16' CMU CAP . , r .....1 ! l -. .::::'. .. r-.-..---'...-..-.r--.....--..---lf--'...-..-----....r-..--.'l- .J.lS& 2x&x.ltD9' RAILS 4 STILES "", ,. ,\ II 11.- .. - ..w::.:..-...-.,L=""':.=lr-='-.L.n-.'~...._'-~"'~"=.....lf==~..<:~.....= 44 ~~ATEO ROOFING '-1- fS .~~IZ IN eoNO ~ : = =: - .,=4e~"~I",..JL_-=T---._ll.-.--y-"-'= ; '; 1 f I ~i l 1 :=- = : ,:-,~",=.L".:=,",~':"'"-r""."":=lb;=";jf.",;::..-:.>,.:::!L=.;=r,"""",,.=-l_=,,,:.= ....-45 VERT6 oS 321 o.c. oS I c:= =: =:;~Ud4i=.=lf~=---.u_.-----l!-.._.J.----...r.--=.... PAIR &TEEL GATee t It 1! ! W/l.ATCW ,.. ... =-- J '---'--=-l("..;,.::..~L". -l.~'-' .-L=;..."..y.:;;-_....--l.=...-=::::: il I i Ii 1 I '::'-_-T==~b=r~~J=~=r~..i~~I== i (AIC MAT ... __ II I, ii 11 _ \ · '. \..,.'. ... ".. " : ,'4' ( ,- .A' or ".., ".' . ' I r I . II f I , I I , ~ ..." 40' '. ...,.,. ... , '. ..., .,.' . " . - - . - ~ r~~:':' C4' CONC. e.l-Ae W/ '\:' ~;~: .'. '. ~ of!) lS' OC e'w. ' S ) 1- .4 CONT. . .,8' ." N 3' CLR OF BASE '1,),)1 ~: (4\ SECTION e 1121=1'-lZ)" G ~/4' ~ eENO DIA 81 SPLIT FACE CMU ~ . ~ 91..61 t. 4 V' /... 3x2xl/81 ~ee PFeAt1E W/ MITREO COFCNERS ! , I L____ . (2\ MAIN F~ME fi) 1/21=1'-~' ~ , ~ I r '--. C l-ISS 2xSx.I(Z)<i)' RAILS 4 STILES' · - CO~ATED ROOFING c f5\ LEFT ELEvATION e 1/21=1'-01 \MJ (\ ..~i'.5, , r,c 06_R \.J J> , ," .'\ r'- J . ~ 1 ~.~., in @ _I N ~ . , r' ~ ! I : J ' . L.____-1 el-lEET METAL. ROOF'G .- r{] ", S'-6' I" ~ 41..S' 41-S1 f ., ~' .---..-............--........-....-.......-..--...'..~-...-.-, -,1..-.........-.--...--'... ....--_.....-~_....._-_..-_..._._--.--~_.__..... '-'1 - i . ......u~.__ - .-....----.... - ----_........ .....-.........-.......'...- ..w.._.._...... ..... ..........--.---- .-...--..., i i ~ '" . -I 112 xl 112 xl/&' 1-Ie& RAFT!R. jJ 1A 1 I I i _...--1 112 xl 112 xl/S' wes ~IDGi: 1 --' 1 l i i I ! ,-1112 xl 1/2 xl/S' ~ee PU~I"l I ./ . ! j ! I I I I '-1112 XII~ xl/&' CONT. ANGl-E OVER L._~j .3x2x1l81 l-4es MAIN FRAMe WI ~ ROtA- FRAME e 1/21=I'-lZ)" -- , 1 '" . :J d\ I ~ ~ '... ~ F~NT ELEVATION 11) 1I2'=I'-lZ)" D. :-- /" .-5 . 1 1/2 xl 112 xl/S' 1-1&5 RIDGE 1 112 xl 1/2 xl/&' l-lee FU~IN 1 1/2 xl 112 xll&' ~es RAFTER 1 1/2 xl 112 x1lS1 CONT, ANGLE -------... TYP~ 11& > 1-12 ;/ 1/8 1-12 3x2xl/S' I-leS MAIN FRAME W/ --- MITRED COFi2NERS 2 I 1/4 x I 1/4 xl/8' ~es e~CE -^v~ 1/& V _tv 2x2 xl/S I 1-155 COL. --------- I)TIJ: . I :---111"" 31161x 61x61 6ASE----- PLATE WI (4) 'I-IILTI' [ I-lKe , I 12 - 334 ANCI-IORe ~""'P. ALL CONNECT lONe UNO. ------------- )?JC\ T.O. CMU WALL- ~ ~ / Uf. LpAtFe STEEL GATES "-11214' STEEL DROP PIN W/LATCI-I J tv ~ CONNECTION DETAILS e 3'=J'-lZ)' ~\i :JJa...CiL P[~ ',- .~~ f\,(~~v~ (1Q' ~ .JJ W~ (J') LLlZ I- ~ ~ ~ ;t; I UJ(.)~~ ___ 0 ~ :I: LLI ~ ~ \-L-O~ I .--- w'" u- -I 8--= LU :I: ffi ~ g(.)~~ <(~~: Z~ci~ o ...-...r~ 0. E a: (L o 5 I ~ d) ill ~ o III I , lL. rL 9 LL <w LL ~~ () L! '.J' o I~'.~ .~d)& d)O ()1Ld)~ OC OL~ {t, ~ ~ =t Of!! o ~ I ~ ~ N (i\ .~ () <( SHEET TITLE: i ~I-I ENCL.oeURE FilE: GATE-DUMP ,'-, DATE: 12/.30/08 SHEET /\ = /. I ~ I . REVISION: \ \ NOTE: ELEvATE 61..A6 112' ABOVE fiN. GRADE TO f';":.OVIDE I-IYDRAUL.IC I 60L AT I ON. \ GM> VALVE-o~4.'~ I . ..' 'W .. 'ill , ~'1 --&AN----3~.!~!.~~~-s:..~R----&AN---------r------6AN---- M~~C::'4. /..:, ~ : I - ' ! WATERMeTeR~':'!" ".: d) ElE ElE ElE - ,~' w' TEL.EPI-IONE PED.---4- i ,: 11 '. TEL.EPI-IONE PED.~~. ":4 L.OCATE eXISTING vACATED EL.ECTRICAL. CONDUIT 4 USE FOR NEW eERVICE r~5~--~-------~------~~~~~--5~- 1 r ' CONSTFilLlCT AReA DRAIN. J.~ eMlTI-I 231~ FLOOR D~IN WITI-4 3' OUTLET. INSTALL TRAP AND 2' veNT WITI-I FLOOR DRAIN. INCORPORATE 112' PRIMER LINE. ex. WATER METeR\ /PROFOSED 3/41 /' WATER TO EX. WTR ~ . . ~5TM___ . C B.: ,~ EX. mAFF1cc.!IGNAL BOX ~./ ex. WATeR ~e-:re~~ , cD EX. CA6!..J: J ~TROFIT EXISTING CATCJ..I 6ASIN WI J CITY Ar-, . ~OVED eTO~WATER FIt- TER INSERT. A MAINTENANCE AGREEMENT SI-4AL.L BE PUT IN FLACE TO rr:.OV!DE FOR ONGOING MAINTENANCE NEED OF TJ..IE PI!.. TER!. ~OVIDE TEMPOFeARY STRAW 6AL.E6 e PERIMETER OF CATCI-I 6A61N AS CI-4ECK DAM. Elf: .' -- . , '1'. . \. . .......=- . t I. eTM . . i t ..oPOSED 3'/ eTORM TO EX. - 1JJ'TR . WTR. $-MAN J-IOLE 1 -l U , .,fIt ~ " ' iu .6 'It' -.1,4 '. ,lU . '" :'~. .. r J- J_ 4 4'.. .',4" U -l 11 -$- ex. CAB!..E PEDE6T AL J ^ ex. MeTAL LIGI-IT POLE ft 11 _ J 1! EX. FIRE J..fYDRANT ~ d) I I I I I I I I I I----FROFOeED New I 4' SANITAFaY seWER J I ~ d) I I I I I ) I I I I I I I I I I b' . "4 ':~ ;, 4 '. ,or ... / "~:" ~ . ' ~. '.~: ... '. . ,';, 'i .d, ~ tiJ~ ~' -.. ~", ~ ~.! :S::S ' ~ ~ 4. .. '. .., '.4 ' ~ " :., ~. ~ ' .4 , " ". ~ .,' . 4' , . ...... U1 -1 U1 lLt -l U1 ... ~ ~ ~ 4, , ~ ~ ~ ~ " 4..,. : "\ ,. . .., II . , . .,' , .q ~<t, . 4. ~ .d .. . ...: ((I .. ... ~ .4, '. '4 . .. '4. ~ GReASE INTeRCEPTo~: J~ 6MfTf..I 802&, 26 GFM, 50 La CAP. WI ~' INLET . OUTLET P~OPOSED LIGJ.lT ON 161 POLE 4 :'" ',,' . 1 , '. ~ ' .... ., ,,' ,4 ":,,,'4~ , :, ~ ' .A " , V'. , " -4 ..<It .~( , ' f; tC) ~ ~ \ Ex. TRAtTIC SIGNAL BOX ....1$... ~ I J:x. WATJ:R vALVE .'" ~ ~.', j' . dx. TFeAFFIC erGNAL. eox <.,~~ I ~ . .:. I > EX. WATER vALVE III ~ ~ ~ f I q) cJ) '<[ \!l -..\ . , ^ j.... _ .... E6 ~_A, ~ 'II = 'G2'I-G2'" \eV ) \ ( Date Recelved:_.", ";,, to .. 01- p.la~,., ."._,~', \ ,~ · iL~~ ~ . >>)~e.>~ I I t.n LlJI- Q) ~ co co Z ..q ~ I'- It) I IJ.I(.) Q) <0 Z (t) I'- - .0 I ~ J:LIJ G ~ w It) 0:: x 1-1- 0 w <( ....J U. . - -' IJ.I::I: > ct: It) W ~ I- ar g(.) ..J <C to ~ N ""- I LO ~ <(0:: N ~ x LO . . 0 w ~<( CD Z 0 0 . J: 0.. 0.. c::: D- O z Q T \!) d) ill (l LL.. Q " LLI JL Q --1 JL <t w JL --3 IL 0 ~ 0 '-- -~ il (ll (L - Q d) to ill 1Ld) 0 , I- d) OC OL >- lL. - <( I - 3 I 0 ill l- <( 0 \!) I Q } ~ () N fC\ <t SHEET TITLE: UTI1.ITIES FilE: UTII_frIES DATE: 12/3~/~8 SHEET . /\. ~ :~ I \ ~ REVISION: GENERAL SPECifiCATIONS: NOTE TO CONTRAOOR: 1. GENERAl REQ'MTS A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE TO THE 2006 IBC WI LOCAL AMENDMENTS, ALL LOCAL CODeS AND ORDINANCES AS APPLICABLE. B. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CON~IKUCTION METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO COMP~I t: CONSTRUCTION. C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO PROCEEDING WITH CONSTRUCTION. D. CONTRACTOR SHALL CAlL THIS OFFICE IF ANY CLARIFICATIONS OF THE PLANS ARE NEEDED, OR IF ACTUAL CONDITIONS SIGNIFICANTlY VARY FROM WHAT IS SHOWN ON PLANS. 2. ALL BOLTS SHALL BE AS FOLLOWS: A S I t:l:L -to- STEel CONN. - A325 B. STEEL -to- WOOD CONN. - A301 C. WOOD -to- WOOD CONN. - A307 O. WOOD -to- MASONRY CONN. - A307 E. ALL BOLT HOLES SHALL BE DRillED OR PUNCHED 1/8" lARGER THAN SPECIFIED BOLT DIAMI:: II=R. 3. WEATHER A NO CONCRETE OR MASONRY IS TO BE PLACED WHEN THE TEMP. IS BELOW 400 FAHRENHEIT UNLESS PROVISIONS ARE MADE TO PROTECT AGAINST FREEZING FOR A PERIOD OF TIME NOT LESS THAN SEVEN DAYS. REFERENCE ARCHITECTURAL SHEETS FOR ALL CONSTRUCTION DIMENSIONS G.C. SHALL COORD/NATE STRUCTURAL DETAlUNG, SEQUENCING AND SHORING INCIDENTAL TO ERECTION OF THE PRIMARY STRUCTURAL SYSTEMS DEPICTED IN THE DRAWINGS. G.C.IS RESPONSIBLE FOR IMPLEMEN11NG AN ACCEr',t::D MOISTURE PROTECTION PROGRAM FOR THE ENTIRE STRUCTURE TYPICALLY USED IN THE LOCATION OF CONSTRUC710N. SPECIAL NOTE: NO GEOTECHNICAL REPORT WAS IllADEAVAlLABLE FOR THIS PROJECT. GROUNDWATER ELEVATION IS ASSUMED TO BE BELOW F00llNG LEVEL. ALL DAMPPROOFlNG, WATERPROORNG, DRAINAGE COLLECTION, & DRAINAGE DISCHARGE IS THE RESPONSIBIUTY OF THE CONTRACTOR! OWNER.. SUBGAADE CONSTRUCTION NOTES: STAUOURAl SPECIAlINSPEalONS: CONCRETE CONSTRUCTION (1704.4) MASONRY CON~ I t<UCTION (1704.5) SUBGRADE CONSTRUCTION (1704.7) ALL DRillED AND EPOXY ~el ANCHORS & BARS (1104.13) STATEMENT OF SPECIAL INSPECTION (1705) THE EXISnNG SITE SHALL BE CLEARED AND GRUBBED OF ALL ORGAN/CAND/OR UNCONTROLLED FILL MATERIAL PRIOR TO STRUCTURAL RLL IMPORT. EXCAVATE AS REQ'D. BELOWBOrrOM OF FOOTING TO FIRM, UNDISTURBED, NON-ORGANIC MATERIAL ALL FOOTINGS CONCRc.c SHALL BE PLACED OVER 6- MINIMUM LAYER OF APPROVED 3/4" minus CRUSHED ROCK COMPACTED TO 95% MODIRED PROCTOR OVER APPROVED COMPACTED STRUCTURAl.. FILL A QUAUFlED TESTING REPRESENTATIVE SHALL BE PRESENT DURING STRUCTURAL FILL PLACEMENT TO PERFORM IN-PLACE DENSITY TESTS AND EVALUATE PROGRESS. I I I ~: se:DETAJI~ I \i:J} I ____________ I I I I I I I , " r GRADEP~~~~ ~~"'''' .: . ". .:~.:. ;,::-';"_ ,:.~~t . . /::. . ::::. ':,:' ~.<.:~: ~. :.~1~ :.':-&i Z &,,'..1 ~ : s>> N ANCHOR BOLT PER PlAN VERTICAl STEUWAlL REINFORCING / NOT SHOWN FOR CLARIlY HORZ. SHALt BE PLACE TO THE OUTSIDE OF THE ANCHOR BOLT PRO~DESTO.9ooBENDATEACH CORNER & lAP 24- MIN. w o ~ (f) ~ o ; N -.t.t ~, ~" ~~/~~:i~: '.: I=~:~=~ ,kU ' . ~~, , / \.- \, 3" ClEAR Bu I 10M & SIDES .-1,., PER PlAN , , PROVIDE (2) #4 BARS CONT. (TYP.) @ ~~~JING & STEMWALL WI ANCHOR fOOTING SCHEDULE: FOOTING lYPE SIZE REINFORCEMENT [FTG.-A] 2'-6"x 2'-6"x1211 #5 BARS@ 12" O.C. EMf HOLDOWN ANCHOR SCHEDULE: ANCHOR BOLT TO FOUNDATION [A.1] 5/8"0 A307 INVERTED M.B. (51t EMBD. INTO FOOTING) DESIGN CRITERIA SUMIVlAAY: ROOF SL: ROOF DL: FLOOR DL: WALL DL: PARTITION WALL DL: FLOOR UVE LOAD: PROVIDE ANCHOR BOLTS ALONG STEMWALLPER PlAN FOR DRILL AND DOWEL ALL-THREAD INTO EXISTING FOOTING USE HIL TI HIT oRE 500 CONCRt: I t.: ADHESIVE, CONTACT ENGINEER FOR EMBEDMENT DEPTH REQ'MTS. PREPARATION AND INSTAllATION PER MANUFACTURER REQfMTS. PROVIDE SPECIAL INSPECTION PRIOR TO INSTALLATION. 70 psf 20 pst 20 psf 10 psf 10 psf 60 psf SEISMIC DESIGN CATEGORY: D SOIL SITE CLASS D: Ss = 0.966g S. = 0.478g SIJS = 0.117 S,n = 0.485 BASE SHEAR: 6.9k (es : 0.478) (R : 1.5) , , 26'..(}" WIND = 100 mph, Exp. C (or 25 pst) Kit = 1.25 KrI = 0.85 G = 0.85 GC", = +0.18 , , 6'-8" " 6'~06" '~ o /,@l ~G.-A]J:':.'\ I" ~ BElIEIILfE]BIImI.:;J,oIililQflIOBIII1G~ JEllOliiIIEIEl r;lBtC EIOOItiTa; ElB1BO\El -1- S~M.~ T.. - ' . "4V ~~-C[A.1)- --- ____n__.J~-'.-J-~:~ - ---------L~_IJ.1)~ :r ,. (J I .,. ~ - - r ~ .. I -,- I ;.. [I I leJ, 10-, ,_ . ' , f R I II II II II II II II II II I fill " '~* I 0 I II II II II II II II II II I i:!i~06 lijY'ITJI Iii '. 1'-4" ,t.. ! J + I, ,I , , ~ 1~ I ill I .- f- ~ r(i]1 II II II II II II II II II '~I c:, I a:J I I I l[il II II II II II II II II II 1_'1 " ~ 181 ---@l e 181 . .. 4VIM~ H.~[A-1L_--i~:- __._ __/_~A_ -____~'--_,--- ____n -tJ~.1]~ -', " (--. ~ r QgIOCIQ~~- - - ~OOlOQIQGJIOgllgla~lgOll!lltJlJQlQf:.1Q L _ ~ ~ ~ " .-J 206 ~ [FTG..AI ~on~' ~ W T"(}U , ,. fOUNDATION NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE TO THE 2006 IBC WI LOCAL AMENDMENTS, ALL LOCAL CODES AND ORDINANCES AS APPLICABLE. 2. GC SHALL VERIFY ALL DIMENSIONS AND ANCHOR BOLT LAYOUTS PRIOR TO CONo 1 rtUCTION. 3. ALL STRUCTURAL CONCRt: I t: SHALL BE fo = 3500 psi @ 28 DAYS, 4" SLUMP. PROVIDE 4% AIR ENTRAINMENT FOR ALL INTERIOR CLIMATE CONTROllED CONCRI:: I C AND 6% AIR ENTRAINMENT FOR All CONCRETE EXPOSED TO THE EXTERIOR. DESIGN VAlUE USED: 2500 psi, THEREFOR NO SPECIAL INSPECTION OF CONCRe I I:: MIX REQ'D. 4. ALL CONCRa: I t.: SHALL BE CURED PER CURRENT ACI 318 STANDARDS. 5. All REBAR SHALL BE ASTM A615 GRADE 60 U.N.O. LAP All BARS 48 DIAMt: IcRS. 7. ALL REINFORCING ~ II:El SHALL BE TIED 100% ALONG ALL PERIMe I t:R EDGES AND 50% RElD. 8. ALL ANCHOR BOLTS SHALL BE A307 PER ASTM DESIGNATION U.N.O.. 9. GC SHALL COORDINATE All FOUNDATION PENt: I KATlONS WITH PLUMBING, ELECTRICAL AND MECHANICAL REQUIREMENTS. 10.CONCRI:: I t: TO BE PLACED ON 6" OF 3/4" MINUS CRUSHED ROCK COMPACTED TO 95% MODIFIED PROCTOR OVER FIRM, NON-ORGANIC,NON-EXPANSlVE NATIVE MATERIAL OR APPROVED STRUCTURAL FILL. 11. NO GEOTECH REPORT WAS MADE AVAlLABLE, ASSUMED ALLOWABLE SOIL BEARlNG = 1200 pst G.C. MUSTVERlFY SOIL BEARING CONDITIONS PRIOR TO FOUNDATION CONSTRUC710N. :: ~ (") ~ 6. ALL TIE WIRE SHALL BE Min. #16 ANNEALED o I eEL. @ 1~,~~~.DATION PLAN e @J @l S" CMU ENTIRE PERIMETER HOLOOWN TO FRAME [HD-1] HDU2*SDS2.5 WELDED STUDS 5/8"0 A307 1/4"xS"xS"x4" lONG ANGLE WI (3) 1/411- TEK SCREWS TO RIM, TYP. SAW CUT TOP OF STEM WAlL 11/Z' DEEP x 6" \NIDE (4 LOCATIONS, FiElD lOCATE) TO AllOW THE PLACEMENT OF THE UNIT AND HOISTING STRAPS TO BE REMOVED, SOLID GROUT VOID AFTER PLACEMENT WI NON-SHRINK GROUT. I I I I I I I ____________--1 I I I : 5 SEEDETAJ~ I ~ . ~ X , , " L.. , , ~ :: C <0 .- -------~112 -- :'~~"~ :iE" ~; ...' ~. ~. ..:..:........ .:. :,::. ..'::' :'. ......' . " * 1t ',,,~;;:;, . . . .. '.;~ 1.;'\ r..ANC~~:~..8.9.lip.eR~rAN. :.: . . ~->:~~: . ; :~~Q .' .~.:.:. ...... ~ -.:":.,.;.: , ""* REINFORCEMENT PER P~ \ ~f.~i~ \ ~~~.~ , . A. 6 - .... . '. . ~ Q. ./ :', ~ :.. :-', ,',,' ~ '..,.. : '':'" -:. ' ~'l". 0 a:: .. "~ .',~:~. :.~...:'~~~ ~~~. ~:""'~' .:>.-: ~..;. 'I)\- ( ~ /;,,'.' ...' ~"~. '. ..'., .'. ." . ,.' "I ,n<"J, 3" CLEAR BOlTOM & SIDES J PER PLAN .. . , , , I ~ 5J8-x12 J-BOLTPER PLAN r EMBEp 9'MIN STEMWAlL REINFORCING: =./ (2) #4. HORIZONTAl (TOPJBOT.) .; tI4 @ 48- O.C. Vt:K IleAl w o t. (fJ ~ o C? N ~" ~~. ~"~ PROVIDE 4"121 PERFORATED DRAIN PIPE ENTIRE) PERI Me I I::R. DISCHARGE TO DAYUGHT. WRAP WI NON.WOVEN GEOTEXTILE FILTER FABRIC & DRAIN ROCK <1 . . . A' ell ,. .... .... "- ... PER PLAN ~ PROVIDE 6" lEG ON ALL ,. VERTICAL BARS AS SHOWN (At. TERNATE SIDES) VERTICAl STEMWALl REINFORCING ~ NOT SHOWN FOR ClARITY HORZ SHALL BE PLACE TO lHE ~ OUTSIDE OF THE ANCHOR BOLT PROVIDE STD. 900 BEND AT EACH CORNER & LAP 241 MIN. z ~ q l'I z 5E ~ N , . <I 1, , , ~ SQ. FOOTING & STEMWALL WI ANCHOR ~ 1" = 1'-0" @ ~~~,~OOTING & STEMWALL , , :: co , , , , z :E 9 ~ N ..- , , , , J DOME TOP, TYP. I ~~v~ CONCRETE FILLED 6"0 SCH. 40 {N~;(..... ~~ STEEL PIPE BOLLARD ~I SLEEVE ~~~ PER ARCHITECT) TYP. fi~1 ~,~ ~~ r FINNISH FLOOR OR GRADE PER f:J~ CIVil DRAWINGS >"~ t.:.., . '. ."..' I~" ..:~,~ '3 STD. HOOP BARSSPACEDS" " .... . ~. .... , . CENTERED ABOUT STeEL BOLlARD lYP. t$ ~ ' :. :". ~1.~' _.1',~;;.. ~ (4)#4 VERT. BARS SPACED is'' EIW " " ~:::t,{. ~ ,.'. CENTERED ABOUT STEEL BOLlARD . ,1 ...' .. .. '. . .. ". . ."',,-- lYP. .,...,'~ .... ,~'" ..,...". :'~ ~.,"':, ,:,":0 FTG. STEEL TO BE LOCATED , ~. ';:':'~~{t ~:i,~?(j~\:f~,"~~r;: ~ <~ ,3~ CLEAR BOlTOM & SIDES " 24"121 , , ;' , , @~~;,~~LLARD DETAIL , , w o ~ (J) ~ o ~ N " Date Received:. .. ,,~, ... (,0 q ,,,. .~~ .~ a~, 0 ('AllMO ~\)~ (541) 488 8200 545 A Street Ashland, OR 97520 D~ J5 ___ == Vl cc \1J I- a: a: u \f;l' J. "::''-(.~' ,.,.,.: . " ~ '"..~.. :~. ~. ' :-.', '. .. ',' .~. . "'. . :' .' I ~ . .... .,...... ;.. i,:f", ~~:~lrJ;ft;~- ." <,'. . -'''', :. ,,;: . ~ '1~""': '. '~': ;.0:-' '. ." '.~<:. ":'''-;'' - "JUJ ..... m ~.....o o-~ Za:~ Oft -Ii; H,'3. a: 11 'i c: we C> \lJ:> o z~j Ole. 5:~ Z -c~ W Eo. C>~~ ~ z3~ Oi ;1i - N \IJ~ c o C> Q) L- a c o -- I, , ~ co -ou . Qj s CJ) -- 0 c,p a C uJ 0::: - - c:: L- __ CD C.w CJ) ....;. :c . ~ ~U5<6 ~ >-. wi-' -J co m Cl ~.~ Q)~ ....... t I co .' C)~ 00.. co C\I ('I) FOUNDATION PLAN FOUNDATION DETAIL ~ SCALE: AS SHOWN 12/22/08 GNF 81.1 _.........~.'4._....~.. ..4....._.. .._................ ""M'" ...._. ...... ................_......................_.......... ........ ................_. .w_.........._....._N ...._..__.. .__...."'_..._.................._.......M...M.............. _. ...._._......._. ..__ ....... _.. .__....._.._.._........._...._..... .........._.............._................ ........ ..._...... .._..... ........ .__ _._ .._.... (2) FEATI4E~ ~ED GFeA55 t I tDI. ,..,., i:IIJ/I/t/f ...I a:M.. . "" a_ i~\ -~. r ~:,:.; ~~! , l?'~tH., IJJ, i~~.i ~~~~. '\" t..4t.u~'r.....r...~...~".i\....;O .. ! nn~;N nnnn'Nm~fun~hI)h)n~u~nn)nn _ I .~{.tU~ ~ I . , ~~ aBNJ. Sl1N ~tIJUNI' ~. I . TJlUM L~rJ~w~~. Z ..W'.-,. ,'. ~~~j~~,::0::.~: ' ,- ~ I , ~ , , fl , ~ '" ~//,. 6(,'r.p.~r.r~~~f( (. ~;. 't,f:t(:! "''::''':':'' o<.ty .~ ~ ~ I ~ ~~ :ea\.,. ...... Q,R1 t:NANUtlKfDtItZ --,. \ . / ~5 \JJ ..... '" 1 t " ...~ , II II :~' ~< . j A' . , . * '-J'L. "V/...:. i.. : J \' <1, . I V; ~,' , 7\'-- ' ' : . ,~I ~. \ ')!( " . 7~~.. .__(14) FOUNTAIN GFeAS5 . - l! ()) tAUTUMN BLAZE I RED MAPLE (11) GAl-AI- . - ,; ~r---(4) ~D FLOWERING CU~~ANT <1 .4 . ~'.~' F (S)FOUNTAIN G.~ee ~'... J--(1) VINE MAPL.E "".' J "'-.- . .. -; .-..;. ~._- ;... 4, (2 ) FOUNTAIN GRASS (I) K1-0NDlKE AZALEA , 4~ ~ '4' . <3 ' <16 ' .4 ( ) 'KLONOIKE' AZAL A (J/IPATMOFeE:' G~eN J.I (6) F=OUNTAIN ~65 (3) FOUNT AIN G~ I <I ' '4 .~. <1, (6) FEA TJ..IE~ FCEeD GRASS (1) SALAL (1) VINE MAPL.E "" ,,~'4 ~ (4) 6ALAL (1) vINE MAPL.E : I (I) 'AUTUMN 6LAZE' RED MAPLE L _ _ _ _ _ _I (6) FOUNTAIN Gr;;eASS (3) RED F=LOWE~ING CUR~ANT ~ "- V <1' ',' '" " 4 . '. ..::l . . , i(J ,~. " (3) FOUNTAIN G~ee J L J '- 1 . ,--.:.;...... , ~I ^ _1'."\.D5C/\FE \!:Y F .- A-, 1j) · II = 8 I - (Z) II ~ ..........._._..._v.,........._ . "..... .......,--........ .._.......-~~r~ .-.-.--..... ...- ~~ J ~~.:~ :'u \.'p ~tr ..,s",. J;l{ . --"JI"- 1'*=* ~! '" ." ~,. .. ~:~1 '1-'1:.' ,10 ~~ ,~ '~: L The design of the proposed Irrigation s~stem shall provide Irrigation eufficlent for the health and survival of the tree and plant epeciee specIfIed in the Landscape Plan. Flantlng design used plants with elmllar tolerance for drought once eetabllshed. 2* IrrigatIon s~etem to be automatIc electric solenoid controlled underground sprinkler e~stem wIth pvc pIpe and fIttInge, backflow prevention device, automatic controtter (Irritrol, RafnbIrd or approved), electrIc remote control valvee wIth pop up spra8 sprInklers (Rafnbird or approved). 3~ Locate a II va Ivee In underground va lve box. 4~ Contractor to provide and inetall 6chedule 4~ Irrlgat.ion sleevee under hardscape to allow acceee to plant bede for irrigation. Extend sleeves 411 be~ond paving. Cover open ende with duct tape and place wooden stakee at face of wa lks and curbe where sleeve ende are located. ~~ GA-- 0' '0--'J,~5 ... rq Qq ~ ~ ~ ~ ~ lit IIq I.. ~ ~ f8tO'\I1ll><.lSIfltf tlU1'Q4 I!IIClfl . .4!INeNCA'tIID 1St.,~., t1CCL) -. ,t" n. . ;~r .. :. .~}~ 1 \\\\\~~ ~"I '0'. ",",.. \ .~ . ..' . ""- -- ,EX CtJNCIIIn6. ~ J ' I 7' , 6xlI> CCll'f_ .-i ~ ItIa iOII.R! f2J CDtI._, IUCII ~ IPAC:D ~'.2la- 5. Verff~ static water preeeure and Inform owner if preseure and flow are InsuffIcIent for properl~ functionIng IrrIgation e8stem. ~. Operate Irrigation e~etem during non-peak domestIc uee houre. ,~ Install IrrIgatIon heads a minimum of ~" from bullcHng5 and waite. Inetall heads wIthIn 3" of paving and curbs. 8.. Provide complete (head to head) coverage of all plant beds with irrigatIon la~out. Zone valvee to be Ralnbird FE6 eeriee or approved. 9. 5ize IrrIgation pipe according to pipe sIze chart. I~. Prror to fneta Ilatron, Owner to approve location for automatic controller. F .-A~ not to eca e <1 (~) FOUNTAIN GRAeS (2) tKl-ONDIKE' AZAI-EA (3) SALAL ':::> FF c. Z:~ C I A -,W= t...-.- v _ '-;~ ~ RCV CLA56 2~~ ISP RLA6TIC PIPE GFM SIZE J-l~ .3/411 11-1~ pI 11-2b I 1/4" 21-3& I 1/211 3b-E>5 211 ~:=I/\\'.~== := 5 == ! ..... .................]~o.t~.nI~~I~a.rn~"........ ......::........::.........~.:"......._..:........ ....... ..;C~minO'.~.~.~"rne :.:.......',.:"..:,..,.:.::::.."..:~:lA~~~~~~~!.~A~t.~I!!... '_..".'.' .....,...,'. ....... 'n'"'''''' '''',,' .".........._._.,.........". ........ "".' _,i.y.i.~~-:.:~~P:~:~::....~.::..."..,...., . . 1........ ....". .... ".." .~Jf~!~'!!~~~~.~~!~.,~~~~!...~~~~.~~(.. ,..'...."..._.......,......,..._......_.. { F,~~~.~~~..~.~~~..~rass } 201 Gau/theria sha/Jon ;~Salal I:.:.::,:~:;1~~~~~k~~f~~~~~~1~~~!~~I,:~:~~:::::.:::.:JK~~~~~]~t~~~JsMA~~~ea i 1 !Fraxinus pennsylvanica 'Patmore' 1Patmore Green Ash t:,<,:.~:.~.,..,,,.....~'.:.~....4~1~~~~!.~.~:f.~iE'..~!9~.9~!~!~~~~~~~-,~~~~~.:~..:.~:.....:~.:::.....,::.,.."._.....,...,.. ,.."..:.::J.~_~.~:~!~(~:~~~~~...'.:..::-.:.... 1 g.~1 .. .. .....~If!i!!_~~~~nJ!~i'!.~~'!!......~__......_. ~." ' Red .~I~~~~':l~C?urrant .. 5 gal "., ;Size '. . ..... .,;. ,,<,-~~"......... ....~.... ...... .....~..~ ...........' .~.... ......~. .......... :: t, :.......\...-.. .~_ ....... ..... .... .......,.: . """. ".. .. .... ........,...-.~.. ,.t.. .',/H~..... ''': ....., '..~.- ""'..........~ ..."'..... .' ,', .....,_...... ',. < .,_' ;=:).--4 'I'" 'IG '0~:=5 L LANDSCAPE REQUIREMENTS: ReCiufred plante per lfZ)~fZ) 5.f4 of landscaped area per 5ec31.14~(2Xa)(b): (2) 2" caL trees and (I~) shrubs:? gallon or lareer. (1) III caL tree, (4) shrubs 1 gallon or larger. T ota I lot landecaped area = lS8fZ) s.f. ~eCfuired trees @ 211 Cd I and to I ta II = 3. Rectuired & gal plants = IS. 2. PLANT 6ED6: Excavate to nat.fve eorl, remove an~ rock fill and construction debrIs~ 6crape 5ubgrade prior to amendfn9~ La~ enough &and~ loam to achIeve a 1211 sorl profile after eettlrng. Mulch wIth 411 hemlock bark after planting. 3. Plante planted too deepl~ wIll not be accepted. 4. Substitute plante on liet onl8 with landscape deeIgner or architect approval. S. MAINTENANCE: All proposed plants for t.his proJect DO NOT reCJuire re~ular pruning. The~ are spaced to allow for their natural growth. Prune the; prnamental ~raeses hard once a ~ear in Januar~. O~--' L'- , ,~,~.v 1. ease informatIon provided b~ ~on Thlenes, Architect. Anne CodcHng, Landscape Designer, holde no obligatIon to verif~ and/or adjust base InformatIon. 2. Verif8 location of exietfne underground utilftlee prior to execution of work. Repair an~ damage done to existing utilIties, pipss, or related facilities at. contractors expense and in a manner approved b8 genera I contractor. 3. Make minor adjustments in plant spaclnge to accommodate the Jrrfgation &~stem de insta lied, existing eite elements, and [nsta tied eile elemente. ....:.~t=:.~ r:=-A'~-- '.G ~ 14G'~,.I\'~ ,# 'II!.. 2"X 211 X 61 Mlt4. STM<E$ Pf.ASllC CH4IN lIE: OR EQUAL IN FlaURE B ,2a DIA. K 2' LONG PERFORATED PVC PIPE 3G a D14t11ETER :< 30" DEEP HOLE CONSTRUCT ROOT BARRIf;R (3/4" MI NUS CRUSHED ROCK WITH FILM BARRIER OR EQUo\L) WHEN TREE IS PLAf4TED WrrHlN 8 Ff OF lHE SlRE:ET OR SIDEWALK. 2- X 2.. It er STAKES ~ ........... --. "" 2,. otA. ~ 2' LONG PERFORA'reO PVC PiPE I lM'lN/GROUhJaci:NE~ TOPSOIL 'iff AMENDME m; . .... .. ...... ~ ". . ~ J: . ! . ~,' ....0::-.' . ~_ l ~ 3O~~.gr~IPAcTl PEA ROI.:t\ .:......L MI~: . 5-+/- 3/4- MINUS CRUSHED ROCK . FILM aARRIER OR EQI..J.llL --tr~ ~ ~. 'j ~ b~' --::'&d - :4~t · i ' > ,# .~ ~ o.~~... 0:;(1) <DC 10m 00: ./) _ 3ell ~ NOTES '1= REFER 11IliWDMD a61JdMG 2-1 ~ UJOllllJ~ I!IDJIBEJDS. * mEET 1REI ~ES Hi IE 38JN1I:.'" flOK l1IE Q'f'i1 NlPJUMD OIN:lJ TREE USf. ROO TV DEJON STAHwmJ9 NlD r~ Sfl:JItt, aoo - * mEET 1aEIS SWJ1 WIlE A 2 tm ~HM.N TfU([ M1PER Nf, wrMil.unn Ii one; I<<Nf. llE ROOT CXIUJR, - ... ~ "D ., -.. Sl'A1lDAIW .DPAlmiG IEYmmK ai l'lIfdU!b CftJ ~ aJo:I 2-2 _ 2000 , STREET TREE INSTALLATIO~J .. , . I UJ~ e~ ,. ~ G(fi GW () 0 ulf <[ Q} U e(J) cO C\1~ -l ll)'t d)~ ~ Cf!~ ~01 N~ lflr: ~"'" 1l)d) -- Q) s:: o ...c: 11. {L- a ~ T ~ (j) w (l ll._. I a , ll.. ~ 0 --1 J ~ ~ UJ J I - 1 tlj a J I ~ 0 ~I ~ (l , ad) d) d) lLd) a - I- d) oc oc >- ce. T ~ 0 w T I- <[ 0 ~ I ~ l ~ r\ N rl) ~ SHEET TITLE: L.ANDSCAPE PLAN FILE: GATE-LAND DATE: 12129/tZ'8 SHEET ~ REVISION: