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Home My WebLink AboutPermit Building 1994-10-19 ,. , RESIDENTIAL PERMIT APPLICATION Inspections: 726.3769 Office: 726.3759 . LOCATION OF PROPOSED WORK' ? 'T~ ~;ec C't?= r ASSESSORS MAP' /?7??~?)y'yY' LOT' 5..;>< BLOCK' OWNER:--li71€b~ ,//?~A>~~ ADDRES~' o. ry~~ CITY: ~ P~W::> y. ~ STATF' ~ .0 'L141lW ~~S"'" JOB NUMBER . 225 Fifth Street Springfield, Oregon 97477 TAX LOT' SUBDIVISION' ~P--::...-/ PHONI=. ZIP: ~;:> Y::> :> DESCRIBE WORK: ~A :~~;;;P"::=7' ~~'/'-~ ~ /~:"/--:~F~';I. ~~, OTHER' NEW REMODEL ADDITION DEMOLISH CONST. CONTRACTOR'S NAME/# ADDR~y... ~~,,~~~ACTOR . EXPIRES PHONE GENERAL: '~~~~-'lk.,;~ ~~~..-9~_~. ~~j<-5'r- 6~~~ PLUMBING: MECHANICA' . ELECTRICAl' QUAD AREA' · OF BLDGS: OCCY GROUP' · OF STORIE'" WATER HEATER: - OFFICE USE - LAND USE: · OF UNITS' CONSTR. TYPE' HEAT SOURCE: RANGI=' FLOOD PLAIN: ZONING CODE: . OF BDRMS' * SECONDARY HEAT: SQUARE FOOTAGE: To request an Inspection, you must call 726.3769. This Is a 24 hour recording. All Inspections requested before 7:00 a.m. will be made the same working day, Inspections requested efter 7:00 a.m. will be made the following work day. REQUIRED INSPECTIONS o TemporarY Electric O Site Inspection - To be made after excavation, but prior to setting forms. o Underslab Plumbing/Electrlcall . MechanIcal - Prior to cover. rvI Footing - After trenches are LA.J excavated. ; o Masonry - Steel. location, bond .beams, grouting. o Foundation - After forms are erected but prior to concrete placement. o Underground Plumbing - Prior to filling trench. O Underlloor Plumbing/Mechanical - Prior to Insulation or decking. o Post and Beam - Prior to floor Insulation or decking. o Floor Insulation - Prior to decking. \. o Sanitary Sewer - Prior to filling trench. o Storm Sewer - Prior to filling trench. o Water Line - Prior to filling trench. o Rough Plumbing - Prior to cover. . o Rough Mechanical"': Prior to cover. o Rough Electrical - Prior to cover. o Electrical ServIce - Must be approved to obtain permanent electrical power. o Fireplace - Prior to facing materials and framing Insp. o Framing - Prior, to cover. I o Wall/C'elllng InsJlaUon - Prior to cover. o Drywall - Prior to taping. o Wood Slove - A.fter Installation. o Insert - After fireplace approval and Installation of unit. o Curbcul & Approach - After forms are erected, but prior to placement of con?rete. O Sidewalk & DrIveway - After excavation Is complete, forms and sub.base material In place. o Fence - When completed. o Street TreGS - When all required trees are planted. . o Final Plumbing - When all plumbing work Is complete. . . D Final Eleclrlcal - \^Johen al/ electrical work Is complete. C o Final Mechanical - When all mechanical work Is complete. rv1 Final BUilding - When all I"t!LJ required Inspections have been approved and building Is completed. o Other MOBILE HOME INSPECTIONS o BlockIng and Set.Up - When all blocking Is complete. o PlumbIng Connections - When home has been connected to . water and sewer. o Electrical Connection - When blocking, sel.up. and plulTlblng Inspections have been approved and the home Is connected to the servIce panel. o Final - After all required Inspections are approved and porches, skirting, decks, and venting have been Installed. ~ / ( :-;,. Lot faces Lot TYP" I Lot sq. Itg. Interior I :L. Lot coverage Corner Is Topography Panhandle Iw Total ~elght Cul.de.sac IE . '.' " ; ':"~~' ::.\~'/!f j' . ~S THE PROPOSED WORK.tN THE. . "HISTORICAL DISTRICT, OR ON "THE HISTORICAL REGISTER? II yes, this application must be signed and approved by the Historical Coordinator prior to permit Issuance. Se t bac ks 'HSE'GAR'ACc'l I I I I BUILDING PERMIT ITEM sa. FT. x $/SO. FT VALUE Main Gacage " Carport ~q;~~#-C 2..~~- Total Value ?i? SZ> /.??, /./6: ff.45/ Building Permi I Fee State Surcharge Total Fee (A) SYSTEMS DEVELOPMENT CHARGE (SDC) . (B) PLUMBING PERMIT ITEM FEE Fixtures . Residential Bath(s) N' Sanitary Sewer FT. . Water FT. Storm Sewer FT. Mobile Home Plumbing Permit State Surcharge Total Charge (C) MECHANICAL PERMIT Furnace Exhaust Hood Vent Fan N' Wood Stove/lnsert/Flreplace Unit Dryer Vent Mechanical Permit Issuahce State'Surcharge Total Permit (D) MISCELLANEOUS PERMITS Mobile Home State Issuance State Surcharge Sidewalk It It Curbcut Demolition State Surcharge Total Miscellaneous Permits (E) TOTAL AMOUNT DUE (excluding electrical) (A, B, C, 0, and E Combined) " . ~'2.. APPROVED' BUILDING VALUE, PLAN CHECK AND BUILDING PERMIT This permit Is granted on the express condition that the said construction shall, in all respects, conform to the Ordinance adopted by the City. of Springfield, Including the Development Code, regulating the construction and use of buildings, and may be suspended or revoked at any time upon violation 01 any provisions of said ordinances. 2S:~3 Plan Check Fee' Date Paid: Receipt Number' Received By: /7-,~ ~-;-;:: ~an~e<fW- Date SYS~s Development Charge Is due on all undeveloped properties within the City limits which are being Improved. ADDITIONAL COMMENTS By signature, I state and agree, that I have carelully examined the completed application and do hereby certify that all Information hereon Is true and correct, and I further certify that any and all work performed shall be done In accordance with the Ordlnanc~s of the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Building Safety Division. I further certify that only contractors and employees who are In compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required Inspections are requested at the proper time, that each address Is readable from the street, that the permit card Is located at the front of the property. and the approved set of plans will remain on th~1I times ~nstructlon."" Slgnatu~,--- ~(Jnn- \- ~ Date if) //9 /9</ , , I VALIDATION: RECEIPT NUMBER /'?/"=5;;- /.t!>-/~..:;; .y- 6~. 6:2 .r;Z~ d~ DATE PAID AMOUNT RECEIVED RECEIVED BY ..'''''.-'.'.. If ~~' ~~ "~1'~ I.. N _ ~~?- . I ". ". , .; ."~ ' ""'d' . l-J . . " . . _. ...'" .... ..,. . .. , . .. .~. ... .. . ... .~. .1....-J..1-r I"" .":" .;, . . ........ .. :~I'~..' :' I .1" ". " ...' . . : : .'. 1....,...- '- !"l",.. . -'-;';; ; I . , I' . I I ; , :. .:.. ." I,' :. .';', Ii: 1f..'>J' ..: .. " I . .... ' ..' .' "/., ,.. ". .' . -... :.. '. 't'. .... :,..... '.' N . .' -I . . . ". .~. :.. . . . ,"- . . . ". , .. ," . : "~'!. ;:~: .-: ..: .~. ; : i. ; : ~ . : ." . j v' . I . , i1jzgvl. . .' .....~) .: I \ 0 .-.,}.. , i_____ _.,'_ . , " ;~P ." .....~ ) :.: . . iA~:..: i...V.' :'.' ". : /I') , 10' ,11,. .. ../ /j. -(0 .~ .~ ) : Vi' .;:; ;>.: . /v1)' .: L-<' ..' . .,' . .~.(I/:.. . ;}/ . . . _ 10 " i :~"'...,. '::Jr .. . ., .::. . . . '! i .:.[....:;... .. :. " .: J': ',: : i ": ~9(:. I . . i" i : . : " '.' ., . '. .... ..,. -J .: ' . . '. , . : I ,I ; i i' ) " ' : ::1\' . .', . . q,\ ............... .....,. .... .1.. i.: :'.'!: "1 i 1 .. ;. '. "" , . '[ . . . . . . . 4, . : .: ~l::'? ... : '\ :)..-': ::: . . t;::. 1. ; : ; . , " '. ....,. -- -.- ~.. . . b: . ~ . , '. . :3 X<$ i ::. . I.. :'.:.y:. /L .. :(1-- . . ., (?.. . . . . . -' .:. '. . : . : : :{ : . . /1.1) 1:1" "I: : . C V' .~: . . ..: \', : --,I i:: ..... . . . : : : .. , : :biJ. . .. ,: . : : .~O6....' . ..'...'..... :: -, . r. '. .,.:.;' . .. ... . (;, . ...-(v .' : ~. . .. . , ........ . . ",.: ...." .,. .. ''':.';''':':'':.:. I. ., , .. "-." ;. , . . . ~ : ~ : l ." : . . ".. ...... I/?~/- 94 . . .. . ....': ;....... bREt>A:1IJ Mr<JRSt{. ......., ....... ....... /Lfoksui"ysf- ~....- , '':)'I~D1~ <-"';;-1',. " 'l"y.!~i5~:, \ ,'a' ,r~! 001:1, -':~~'1~1 ' -- \~1' IIH:"I;';~.,0 ''''~.- "{:}lVEI:.\'-" . CALCULATIONS ClIENT J.t. (e. *MT SHEET NO. ,.,. CALCULATED BY ~ ~ M I~CJM Ii: r OF ~ ,.1 I 'r h f I / STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION IN$PEC110N DATE CHECKED BY DATE -U?31.. 13f<lA-1. 'M(). ~,V\u ~E'T"'HVltl6 INII1'l.-l- . . '/40 I.{ r LL 'f S -r. . bP(\IV!;pi SI-J> I d~ jCJ C) I U e c.. So I L f.? l: 1'\ ~ / N G L006 P ~ F f;rp . fs-(l<.( Vk.r~LL. -ia ~ s { '1' w 14 j. L , c..1"1 u R E -rl"l r N lIv r; vv VII. L "" "'" ~ l-\ou ~ F- . -R~'TY\I;JI Nc. wJ4J,..L.- r ---, __'T / foI'N l , 1 fl.5Sv W1 ~ ts- (S(' ~Ff> Foil>. {; , '" "1Ll... 40 ('~{ tz..Fv:> F'o,," "\-\ I.U~L\.. t''...-. "'-1500 p <0 + f., :: A )< . ~J )< I ~ (J , z. so No .' t. ). "" " ~ L jD~' JI't>c- '/lVSI cL co S. 'L S- (it\.:: P.7.a-;.-..:... M= t, I 0-'-, \ ^'-' "1,,' ""''''LL_ 1245 PEARL ST. . .EUGENE. OREGON 97401 TEL: /503\ 484-9080 . , \ .;:~~ ---' '? '(,.., or' . " , ."....PS a:. ""~,.~. ....,..'-A_ ,'" '..' '." ~ .:1 '1 . (1!1I~c, ..fIN!'\'.'....... "'- # .,.<'( -' . CALCULATIONS CLIENT IJ.I &, IJ AM T SHEET NO. ~ CALCULATED BY ,t? a 1+\ STRUCTURAL . BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PlAN CHECKING CONSTRUCTION INSPECTION CHECKED BY -'~ w.o., 7i?3'L.. g" It } .11 i , '/". . I \!) l.i1 \- -'- I'~' I ' -, I, F 4 '-6" 10 1 . e" ~'IOLIT F"'c..E. t'\:: 'l 6 f = As bd-.. A~ ~ .3 : # 1 ~ 8" 0):... . ,0617' ~ ,~ 11.\(5.. ) ~ ~ {). "'VI "-(~")' - \'" VI - ~ \ 2. ~ ,OH~):21i' - (,00'1\:1><. ).8:)' ':"" .. oo'ffJ)( '/.8 J.lo\ " J ~ ,'3(,~ 1- ~ ~ .978 !,,,,, :: z.lN\ '" 't,x..I'2. ,'7 IS"} ':: " I ". r, ~ ,~ , 1?7 i' '\ . ~<O" .. J(' 2. (' "', .. ~ JA.bol'l. +s .. A.!,~.,\. IJ<lM b-C OF D....TE DATE _ , l'O 1s-/'74- ~ .'1 i I I I . , I .,".ol..._:.t...i.. , ,. : : .tJj+'.t~:.. i ~ _ I t ~ ,. :...: - ; - ;. ...u.;"_i..-l__.;...-'_ l ! l 1 ~ : : ..~:-I~E~'j~T 1'1 I' . 1'._....;. . j.."... !.!.;' ': : 'l";-, ~ ,. , ~. . I' : ; I . "':",. j._.[ '. ;_.1.. , ~.. .' . , V '2 ~i I. 7..:>0. :: C) I (? f c:...... "'/..-(1 ;.. .. ,..- ~ 21P,1 E;:..J .!J ^.r;7d,<~-,'L, 1?"'~ PFARI !':T. . EUGENE. OREGON 97401 TEL: (503) 484-9080 J ..' CL:ENT": Itl (,. ff 1!1 T !1<1Ik..s W.O.II. 'U 32- SHEET II :3 OF ~ ELEMENT II: BY :JB-R.M DATE : lot >/Vj1- . ~~~Jcf6R~~~~~~~&NT EUGENE,OREGON ,'" CREATED BY: Jok Ang, P.E. ------------------------------------------------------------------ CANTILEVbRED RETAINING WALL ****************************************************** OVERALL WALL HEIGHT = 6 ft FOOTIN~ THICKNESS = .8 ft TOE LENGTH = 1.6 ft STEM BASE THICKNESS = .67 ft STEM TOP THICKNESS = .67 ft HEEL LENGTH = 2.23 ft DEPTH OF BASE FROM GRADE = 0 ft VERT LOADS ON WALL = 0 plf BASE WIDTH = 4.5 ft SOIL DATA *********** HORIZONTAL PRESSURE, Kh= 45 VERTICAL PRESSURE, Kv = 0 BACKFILL SLOPED ANGLE = 30 FRICTIONAL SOIL COEFF = .3 SOIL ADHESION =-J20 psf/ft psf/ft degrees psf Allow P soi 1 P max( @toe) p mi n( @heel ) S.F.OVERTURNING S.F.SLIDING =1000.0 = 517.0 = 477.6 = 4.1 = 1.5 psf psf psf DESIRED S.F.OVERTURNING'= 1.2 DESIRED S.F.SLIDING = 1.2 MOMENT @ STEM BASE SHEAR @ STEM BASE MOMENT @ 1/2 STEM = 12.7 = 0,6 = 1.6 k-in kips k-in , _. ~1r;;.t+MT t+-~ .: '78(52.- # :4- OF b ELEMENT #: : I3ie.M DATE ,o/S-ICJf . CLIENT W.O.# SHEET BY MORTIER E~NEERiNG STRUCTURAL DEPARTMENT EUGENE ,OREGON CREATED BY: Jok Ang, P.E. ,. ------------------------------------------------------------------ CANTILEVERED RET~IN'ING WALL ****************************************************** OVERALL WALL HEIGHT FOOTING THICKNESS TOE LENGTH STEM BASE THICKNESS STEM TOP THICKNESS HEEL LENGTH DEPTH OF BASE FROM GRADE VERT LOADS ON WALL BASE WIDTH = 4~8 = .8 = .8 = .67 = .67 = 2.03 = 0 = 0 ::: .;:.5 SOIL DATA *********** HORIZONTAL PRESSURE, Kh= 40 VERTICAL PRESSURE, Kv - 0 BACKFILL SLOPED ANGLE - 30 FRICTIONAL SOIL COEFF = .3 SOIL ADHESION '" ...l20 Allow p soil p max( @toe) p mi n( @heel ) S.F.OVERTURNING S.F.SLIDING =1000.0 - !567.6 - 397.5 -- 4.8 n 2.0 MOMENT @ STEM BASE SHEAR @ STEM BASE MOMENT @ 1/2 STEM 5.1 / 0.3 0.6 '" ft ft ft ft ft ft ft plf ft psf/ft psf/ft degrees psf psf psf psf DESIRED S.F.OVERTURNING = 1.2 DESIRED S.F.SLIDING = 1.2 k- i n kips k-in . -CONCRETE MASONRY UNITS: GRADE N HOLLOW LOAD BEARING UNITS- ASTM C90- COMPRESSIVE STRENGTI-l SHOULD NOT BE LESS TI-lAN TI-lAT REQUIRED FOR APPLICABLE f'm. - MORTAR: TYPE PM OR PL CONFORMING TO ASTM C476. - COREFILL: FINE OR COARSE GROUT ASTM C476 WlTI-l ULTlMATE COMPRESSIVE STRENGTI-l(28 DAYS) OF AT LEAST 2500 psi - DO NOT ALLOW HEAVY EQUIPMENT WlTI-lIN 6'-0" OF WALL /...... / BOND BEAM AT 1"" f 8"x8"x16" CONCRETE~ /'.:.::." "Top of w Au.. MASONRY UNITS ~,:.~., VERT. WALL REINFORCEMENT: /.:../ #~@ ~IO/C HORIZ. I. ?,;, ',I' :~~: #-1-DOWELS @ (IF UIJ(.,fI.F.rl;: $L1I1'; _ / ;.::'f~ B olc I:' U}e'tl.. D() NVl PDv'\ . '~:7 '1'-7:1- -t-!3f-1,1( ,t G,H-r 1'\ !:;\,. sT Hov I~ ~ <: <; :;:.:,....~~2;... 3" 8" 01- f-vV",OA"TIOoJ \ ~..-z'f':..:;2P.~. .,:,.,;:;,,,.;>/,, . . ~-'i 'I..L ..~ ..... ."... ,'... . ..,'" ",',' 'j' 010 ," . . ."..- '., '.0 .~. ...." '(.".~ .,,'0. . t. . -L' .... .....? ''7. AJ A :"t,..,,!t"'I"~"'-.' '. ......,.~~..,~....:~,.fi< '3 'H.,..- ",}I,' '1.'." 1.1. . . . .' ...... ~. . "'J:'l":\"":''o~~:: ~., ." t" ..... .t' ", :-..' ~~'.f:'i<~/~<, CONT. HORIZ. REINFORCEMENT ".~j)\t,'.;,"~'",,,,,,, .... ..>.:...... >.. :-'__:!-\.:~'''.; ,)~~~:'J':1:4t?::,: '-,;1' ,':. . .... .".'..... $"':~"'~ ''Jl 1'1 "1"3 '---':1 . >. 'iI).': ii' ~ '~. ,"/" '"., "',"""'" "'Vf.::<"~V0" ,'", '<. ., ..: ,.' ,V',),y~'~ ,.,. .'~ '")"','" ,""~". '7'.,~)...." BOTTOM STEEL 3"' (.'(~.f:><: ',', fS.>;,,:. ':.(/ .,.(.~.~.<":- >,..~ '/.::;.~:;;~( CLEAR FROM SOIL /;~.~ ~"".' . o' ,. .. <.. k. ., /.. /^ I /, STRUCTURAL FILL-OR .1 - 8 . 2 I <l." " , . NOTES: . . fm= _I !J-t>~ psi · GROUT 2S00.psi . REINFORCING STEEL GRADE 4 0 . EQUIV. FLUID WT 45"' pet :;. 1- l.r, .. , <:I UNDISruRBED SOIL I ....~.._... :, 2" ~\iL(TgL~~~E 4--GRADE ~t ~~~~.;; . l' '.: ;' 1.G..O..u..- ~.o.Rj"':,,"'::: .~.. . ..... ...... ...,.. ,...,..~ " .., ~ 2 ; ~ [gt~~~;~1m~!JY ;;~; ~f:~~:"- WA TERPROOF COA TlNG BELOW GRADE 3r;' 8" , .5 1- " .. 1 '1 3" IS' PERFORATED DRAIN PIPE, SET IN 18" DEEP (MIN.) ROUND ROCK TO RELIABLE OUTfLOW CANTILEVERED RETAINING WALL N.T.S. \ ------_._::-:~-=:-==:...-=-=- .. SLOPED GRADE CLIENT: HI{,..H lA'17. {,(.dlVles WriLL liT 7 +0 ({(3:L~J S-r S\,O'A, { IVGFI I'ZI-O Or!\. MORTIER ENGINEERING P.C. I '.1.0,11 7 nZ. 1245 PEARL STREET DATE: 16/ [>'/01" EUGENE, OREGON D'JN: P.O. BOX 139-97440 (503) 484-9080. (503) 484-6859-FAX ----. SHEET 5 OF _.. .....en " . . - - Q I .q- II\... NOTES: . . . - .CONCRETE MASONRY UNITS: GRADE N HOLLOW LOAD BEARING UNITS- ASTM C90- COMPRESSIVE STRENGTH SHOULD NOT BE LESS THAN THAT REQUIRED FOR APPLICABLE f'm. - MORTAR: 1YPE PM OR PL CONFORMING TO ASTM C476. - COREFILL: FINE OR COARSE GROUT ASTM C476 WITH ULTlMATE COMPRESSIVE STRENGTH (28 DAYS) OF AT LEAST 2500 psi - DO NOT ALLOW HEAVl' EQUIPMENT WITHIN 6'_0" OF WALL. . fm= 1.5''' 0 psi . GROUT 7 <;'00 psi . REINFORCING STEEL GRADE 4 0 . EQUIV. FLUID WT36 pef 1...........-'...1 2" u~.. /.-.// CLEA~E /--- ;g~~ TO FA~~.~.~F1.: GRADE "; . ,a..o..~.:~.o.{}i'..o....:.o . ..... ...... .."" ~.... "".I " ., ~ :~ : ~ t~!tt!~~~~~l1l~gv / . :..;, : / ~~::::~:r.,:.... 'f'~.,.:::" "::'" .. WATERPROOF COA TlNG BELOW GRADE BOND BEAM AT 1,,'1 sf- -roP OF'wI'lLL... VERT- WALL REINFORCEMENT: t' I~" #_@ .0/C HORIZ. J4 L' I-N W /1' tl l!:>~"'t=L..~ #-1-DOWELS @ ~O/C 3' #."/ BAR 1'''0 c /' ..' . / 8"xa"x16" CONCRETE ~ /;:: '/ MASONRY UNITS ~ " '.":-' .' . I :...:.~ . / I. :..:. : / T~t;1 /' ",' ~ . ./ .." .... / .:'..: :,/ 'i'~:y. ~ >:; ; ~ 2.;;;;:,:-:r:~':~:Oi'~~-,^" -. """-'f-~~ ......:?7~ . \r_'" .~ '" ~. . ""of .....,.-...;.. 'i"" ,'- ';' .... '" .............,....'<;-'~ ,"'" ," . ~. """- .,;.' ....". " . ",.\1 ~ .". .!.. . 'w. ,- ., .', .....---. -' ""':" .'...(..( ....1.......,..,.1.,. . .... . .~'.~ "(", .ill;:'.".,.' ~I<I. I" ,.' .. . ,." . ,...."l,::.~~//.'< ';)~i";;\",....;g".,~~:.,, ....... ,,;'" ..... ..'; ,.e--::!.<i.:"'~" ,..,.\)!~:..:'.- " " ",' .... ~,""',.:.~,.-'; '''I~/)..I. t"..f. d' .'... .... ....... 'f!-.'vS:',~'~' .,')1"')",'3 _ . >. '/>-,,:1', ;< ,'.(.~~.:.' ,~"(.,,,-, ",~. ,.,l '., ';"t-:'<..~'" ".J:;' t' X. 'L .~'," . 'Y'",?'~',:,'5..'7" .'~ '~."'," ,v.",".""'~~',.".; BOTTOM STEEL 3"' ~!<.;~~., :rZ~'\ t./,/, :'('~.~:::(<.,/,:.../' '/((.::'..~( "".' .}/.- ~.... /: , . . , " "n,': ..../ '/ /('7/)," CLEAR FROM SOIL j.' .~ .<u.'." .' ,. .... . ,.. ,,<." .. ^ STRUCTURAL FILL-ORJ~. 2 '-0 /I . UNDISTURBED SOIL .' . <3 I ," c " 2+ a" 3 4!-f CONT. HORIZ. REINFORCEMENT 3" II' PERFORATED DRAIN PIPE, SET IN 1a" DEEP (MIN.) ROUND ROCK TO RELIABLE OUTfLOW .\ CANTILEVERED RETAINING WALL N.T.S. . SlOPED GRADE CLIENT: f.i-{ Cr{ Wl7 MoW<. ES' \,.J ~L L- @ 'lfd Kti:U.Y SI: ~'PR.I/I1"FIr;Li> o1R., MORTIER ENGINEERING PoCo 1245 PEARL STREET EUGENE, OREGON 'wI.D.ff 71"'3<- DA TEl 10 /I(! q .tL D'wIN, r- SHEET G, OF , -,