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HomeMy WebLinkAboutPermit Building 2004-7-20 SEE ATTACHED SHEETS FOR SOIL ANALYSIS. SEE SHEET 1 a FOR CROSS SECTIONS SCALE = 1"=20' CONTOURS AT EVERY 2' INCREASE IN ELEVATION ElEVATIONS ARE ASSUMED '. , '!. ., WH = WEEPHOLE IN CURB <~ ~-~ -Ilbo______ PROPOSED ElEVATION ------"0- EXISTING ELEVATION --------- --- EXISTING CURB & GUTTER '" FORSYI1fIA STREET ~ 10'. . I ---1 ~~%r1URFACE SOIL AT DRIVEWAY l' 1 IS TO BE PDS-RU402 AS ~~ r --r - 0. 2 DEFINED IN THE GEOTECHNICAL REPORT / , 1 :2 MAX. SLOPE = 1H:1V II' ~. ~ ~?'24 ENGINEERING TO VERIFY UPON - -; .-- ~26 EXCAVATION > CD @ @ ~ ..-"' .128 EXISTING S' SIDEWAL / _132 134 *MAXIMUM SLOPE OF 3" OPEN CRUSHED ROCK STRUCTURAL FILL IS 80%(1.25H:1V) PER GEOSCIENCE LEITER 136 Ill'" --e- - 138 Cl) ",'-lli-_140 9 ~. -142 1__144 MINIMUM SETBACKS - CORNER LOTS . All measurements are from Property Lines -Front yard to House 10 feet -Front yard to Garage 18 feet -Street Side yard to Hse/Gar 10 feet -Rear yard to House or Garage 10 feet ~ , -.;:::::, ~-- \b" P.U,E HAY CHANGE SETBACKS L . , , , , , , , , , , , , , , , , , , , , , /~,// ,f), ,.S) / ~ ,,' {v , ~ (} / 0/ / 'II' / , 4,- / . ~ -;>'D,.d"~ RECr.IVr:.O iIzo,6{ JO!l No. 0'-1 -OOlR'1 '1 <:l J. 'OCCUPANCY GROUP i-~ '" 'LONE / UNIT(S)' OCCUPANCY LOAD i I / "'( TYPF.: CONSTRUCTION V"'''i , STORIES ~ / LEGAL DESCRIPTION 1j5"'?-t(Y7. 12 0 rlOQ / ADDRESS -;J"'{n"'{ ~e('~_,!..JbI'" <:- // OWNF:R (;:r." <( ,t."..,& 11..J~J ';r - / ......E ON HAVE BEEN REVIEWED, WITH / ~~:~S;1~~:(~~\{}l~~~~l~~t~~~~~:ii~~ THE BUILDING OFFICIAL. I CITY OF~~I GFIELD, OREGON I. . '... LJ "'A~. 'A' APPROVED BY A ;(SllA. DATEf{/ . T V' ( r . /. / /' REQUIRED SETBACKS ARE FROM PROPERTY LINES not fences, curbs or sidewalks. It is the owners responsibility to _ - locate or verify all property lines. / LEGEND ~~- -, -~-~~.~~,~~. - "-~ __- -:-''-:':'';'~1!.-~~-~" -,,"'- ,. .'1'- - ~VLFlR ~\ ~ N ~. ~. ST : s-:- - - / \ /NOTlCE: . THIS PERMIT SHALL EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT COMMENCED OR IS ABANDONED FOR ANY 1 So DAy PERIOD. \ / ~ CUT FOR RETAINING WALL ATIENTIOrJ:Oregon laW requires you.:o 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 ;nay obtain copies of the rules by calling the center. (Note: Ihe tele~ho~e number for the Oregon Utility No\Jflcatlon Cenleris 1-800-332-2344). \/ / '\A ~ \ ~ ~ \ :: .. . \ ' \ 4 '. y ~ -- -JI~ ~ ~ It - - @ -.J - -ill ~ ~ "41s}- -J-~ Ul I - '- -4 -g - fORSYTHIA ST ~. . ~ 'J ~MCiE PROPOSED I HOME - 1!.. HOLLY ':?- I , EXISTING CONDITIONS: NO DRAINAGE WAYS. STORM DRAINAGE ALONG GLACIER DRIVE. WASTE WATER CONNECTION ALONG GLACIER DRIVE. TREES IN BUILDING PAD AND NEW GRADING FOR RETAINING WALL ARE TO BE REMOVED. UTIUTY CONNECTIONS ARE EXISTING AT STREET. SITE EXISTS IN FEMA ZONE X. PROPOSED CONDITIONS: THERE WILL BE APPROXIAMATLY 700 CUBIC YARDS OF SOIL REMOVED FROM BUILDING PAD & DRIVEWAY. i!.- ,.--' STORM WATER UNE SEE RETAINING WALL DETAIL 1/7 ~STREET TREES ARE ARE REQUIRED. Please refer to attached Development Code Section regarding the placement and types of allowable street trees. SEE RETAINING WALL DETAIL 1/3 SEE RETAINING WALL DETAIL 2/7 / SITE PLAN; SHEETS 1/7& 1a/7 Grassrools 1b.inking ... a way to affordable housi"nK @ COPYRIGHT WALT & DENZEL GRASSROOTS THINKING PLAN 8A lOT 93 MCKENZIE HillS SUB. 1 st ADD. SPRINGFIELD, OR SOONER CONSTRUCTION 1650 IRON HORSE EUGENE, OR. 97402 MAP 18-02-02-12 TAX lOT 5100 SHEET 1