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Home My WebLink AboutPlan, Tentative APPLICANT 5/9/2011 (<'X.> ( ~o ~~tfJ:rINE ( L4 ( ( ~~ ~~ ( ( S -~ LEGEND EX/STING CONDIT/IONS AND SITE ASSESSMENT FOR SCOli'l' & BONNI~' WILLIAMS S.E. 1/4, N. W. 1/4, SEC. 81; SPRINGFIELD, LANE COUNTY, APRIL SCALE: T.17S., R.2., W. W.M. OREGON EXISTING PROPERTY LINES EXISTING CURB EXISTING FENCE EXISTlMG WA TERLlNE EXISTING SANITARY SEWER EXISTING STORM WA TER EXISTING NA TURAL GAS EXISTING OVERHEAD WIRES (POWER. TELEPHONE. AND, CABLE) EXISTING SITE CONTOURS EXISTING FLOW ARROW EXISTING SPOT ELEVA TlONS 27, 1 " 2011 = 20' EXISTING MANHOLE .--'-",*..--..- l ~ Y.- ~ . EXISTING POWER POLE WITH STREET LIGHT EX W- EX SAN'.'" ..~- EX S T M ._'=~- "~-EX GAS""~" - OHW'" EXISTING CONCRETE EXISnNG DECIDUOUS TREE J [2J tTI [(J EXISTING WA TER METER EXISTING TELEPHONE RISER EXISTING ELECTRIC METER -V< i--i--i-- . m EXISTING MAILBOX EXISTiNG GAS METER (]] ~ EXISTING FIRE HYDRANT 10 I F'-6 o ~co '\~ \ ,\'Y ~~'\ <, '\v Vj~ ~ .. X" ~~ \~ '\ '\V 6' WOOD. FENCE " 7 TO REMAIN N 89011 '00" E 279.0 .. X Vj~ ~ tx~ " X t1) 1" "4- ~ 0- ~ ~ ;; M .... o N ~ :;r ',,~ ~"N:':"~~>1;1;b;~,:,E.~.,'l,:::::', ". :,1 , . . .:-::::.; '':''':':'''' .,:'.~L.~.. ,<">:>~.J, .~. r~~(:~'(:5-2;,:<.<~<S'~~f ~ "':)"(>.~)S),?~.S .><> (~~(- " ~&~~. r~ /\,k ::<.> EXIS TlNG >6.- X~ (S(: RESIDENCE <x ' :~6475 35THST.;() .:<> TO REMAIN ><> .:.-. ft:~ ~ j)'~<~)Q">~0<<;~~(x)<'~9x'$j.~< -rtr-y(_y_-,,_ll__S_il.S_lr_-t- -~- EX. SAN ,.... <::: 111.0 I Vj?> " X X'X~ 'X '0'-2 ~X ~. " -------EXIST; DECK TO REMAIN o -i to 49' ~~""" ""k ", ~ "t~' OJrNER & APPUCANT: SCOTT AND BONNIE WILLIAMS P.O. BOX 2158 . , JASPER. OREGON 97438 ::;lTB ADDRESS: 475 35TH ST. SPRINGFIELD, OREGON 97478 &USTING USE: SINGLE FAMIL Y DWELLING DESCRIPTION: TAX MAP 17-02-31-24 TAX LOT 11800 ELBVATIONS BASED ON: CITY OF SPRINGFIELD DA TUM SQUARE IN TOP FACE OF CURB AT SW CORNER OF INLET AT NE CORNER OF INTERSECTION WITH CUL -DE-SAC IN FRONT OF HOUSE *563 BM *471 (RECORD ELEVA T10N = 473.90) ZONING: LDR.- LOW DENSITY RESIDENTIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET) .Il.8JJ-tO PLANDESIGNA770N: LOR ;.. LOW DENSITY RESIDENTIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET) lfATEJ(COURSES NO WA TERCOURSES OR RIPARiAN SETBACKS ARE LOCA TED: WITHIN OR NEAR THE PROJECT SITE ACCORDING TO THE WA TER QUALITY LIMITED WATERCOURSE MAP. FLOODlfAY: BASED ON FIRM MAP NO. 41039C1/6/ F. EFFECTIVE DA TE: JUNE 2 1999, THIS PROPER TY IS IN ZONE X AND IS OUTSIDE THE 500 YEAR FLOODWA Y. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY; THE EXISTING SOIL ISA WBRIG-URBAN LAND COMPLEX (6). THIS SOIL HAS HAS A SEASONAL WA TER TABLE FROM 0 - /I INCHES BELOW GROUND SURFACE. TDIE OF rnA VEL: THIS PROPERTY IS JUST WITHIN THE 10 YR TIME OF TRA VEL LINE FOR MAlA. EXPIRES: DECEMBER 30, 2011 ~ 3rancl Engineering, Inc. ;- Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem/Keizer Office 4312 Cherry Avenue N.E. Salem, Oregon 97303 (503) 779-2577 6' WOOD FENCE" TO REMAIN ' o -i f'.. S= www.BranchEngineering.com Civil. Structures · Transportation · Geotechnical + Surveying ;:0 !=' c:--J I~ I- ~ P _ E ST_- T;:'~)N PARK, d ~ ~ N t; t;; -Sr' ,~~ ~" .~~ t; t=l t=l I- . c~ z ~ ~ C ST ~< t::l I (\J (Y) (Y) I- I- -' I- I- Z (Y) (Y) -.j t; (/) V> (L V> V> J' /' (\J '-" ? t; I fE ~ ~ ~ ~ B ST R~~ '-- :r: to" ro ro (J'\ 0 C (/) ~ (Y) (Y) (Y) (Y) (Y) ..q- A S T I I- M -MAr~ sf L - I II~ . " II c= AfliR A .ST r- .' 't; ~ ;:) I L...: :-{ I- - ~ dREG! IN: I - -' ~f:\ V> ~: ~ =:L~~: ~ i to la: lol~, :r:,~ ~ ~ z.=J rl- r}:;I..I..I ~I J (\J I - ~ l() "UI- ~r -./ (Y) (Y) (Y) (Y) ~,O'> ~ c: UCAMELlli _ ~ - VIRChll~ _ l , J I ' J I \ \\ ~ l ...... ,,0 '0 <::: .33' S= b p ~'~ I .....,,".....,'1 > /" . s,</ ~. I f ~ ----~---.--~-- ( -.-----------~----- - --' - - ...." " , -.~,----,."." -.,,.,......-."~-~EX 36" STM ~._..., - --~~ - - - - - - - - -,,<>,()i)- - - - - -'- ~~ - -'- - ~ - - - ~ - _.~ - - - - - - t~~~~76Iff'b~>> \~\ ,\y h: a: EXISTING MH \ <<'+ \ $Q \. \ ~~ ~ \ <5'. \ \ U) \ \ ~ \ \ \ \ \ \ \ \ ''', ""'" ~ ~. to X J< k to -', ~" '9.'.::. ..~ ""'~ " 1~.8.0 ...... b r"::.'- ,:t. I I y' o. ~, .......N-89~ 11 '00" E 279.0 "',,- ~ o z 8 rti g CQ ~ ~ ~ ~ ~ III > +:s B ~ c o 'Vi 'S :g ::l CII ClIo.. .m~ =;;; ~~ ~~ ~l' ~~ ___ TAX MAP /7-02-3/-24. ~~ n ~~ ... '1JJ;e..---,.... _ .........-.-;.~----- ----.;.....:.-------.:..._- /i EX. 36" STM ~k S \ " ~. ~ , \ , , '" 0 STORMSEWERMH ! ;,' t, I RIM ELEV;;'474.60 ,co.; FL ,. 465.58 ,-- h. .: X .., '/1 ,LtJ. ~, ~ I ~ J' -L 5' SIDEWALK i /' '. "I \j>> '\, '\~ " '<<.v xl '-l~ /, ~ ----------- loA... k ,to <<.0 ^~. I TAX LOT 1/800 '0'0 k .to 1%1 BUS STOP \ \ \ VICINIJ.t' MAP SCALE: NONE <::de..lof~ PAGE I OF 2 . PROJECrR~~l!~~'D O-nC \ \ Z:\2011 \ 11-065 Wittiams subdivision \ Te,', ntative\07C-.123 TENTSUB.dw9, EX CON~S 9nl~~ 's;..~ - 000 \ 0 ~ J::\ P~-~08f'.\.,~""'1tL M-T'q, SuJo T~,') \}J\ \ \\. tlNY\ ~ to 2- P ~ ~~ ( EXISTING AND PROPOSED FLOW ARROW ~'lP,f9:LEfAJ1ftHAR Y. SEWER PROPOSED STORM SEWER PROPOSED EASEMENT r;n ill m EXISTING WA TER METER EXISTING TELEPHONE RISER EXISTING ELECTRIC METER EXISTING MAILBOX EXISTING GAS METER ! 12' MIN. , ",3- AC PA VING j r . t fJy1F8.GFN.CY OItEBEJ mv 2' MIN ROCK RESERVOIR .f6," D,If.',~t~~~f~..~,~, ~,~~A.4N WITH,j,' , , ~~~T~%~r~LR~~M~Y%~6 21 DRIVEWAY SLOPE . -,~nffND 2F1L Ifftt TO . 474.0 . . . 474.2.p ,~ . .;..v~ 1- ,:-J .'. ..... >,.,/)~~~ .~~ ~'~'s'i:::i,~t':";'i;~~~;~X1 ;~~~~4~?tg:~~~(~~%- . . . 0);; _ ~~';if.~:..:,,~:<'~:',:~ "'>&'>,.,):~~.):>. ~:">'>'",'<:'h,",:"',:.',>'>.",,-:,:>,';,',~;>:''-:':;:: 6 X6 TEE. PROVIDE 6 " ,,' ~~p~(" :::J;;.5,.,,~ ''') -<,':.... .s..=';"\\,~_R'~'~~_. .'C~". "'-~~ ',. ". PERF. PIPE WRAPPED WITH ~:?\':::<~~,:~:.~<~~ "J>..9'5.) ~:i~ll-b\;~(d'~,.~' < . STRUCTURAL WALLS GEOTEXTtLE FABRIC ENTIRE .',/), "'~.'>.,''-)'..'.'; .....' :)00 v 0 0...., 0 .r,o: Po"': ot7, <) ~',~() ~'\..",.~.>:"" " . ' LENGTH OF BASIN <,(~:(>:-<<-.(\'J g 0 00 0,) 0 ~ 0 00 0 ~ {) co' 0 00 0 00 0 ,~(~~ >"'-, SAND 18' MIN. . '.:,::"..''''')1000 0':0 0''''0 0'0 n',::"~, '\:_Li::".::L~ '," l,'.;:' 000,... )(~ 000 r... 0 '" 0 ';0,. r,O 0", ..'/'\,',:,.', >,." . 8' G'RA'VEL 'LA,vrR ,.~ /.' u 0 0 '-' .) J n 0 ~ {) \.j 0 ~".., ~ 0 .' /.... . " It:, . / '. .:':~.>>>5:>..,..'-2./,...<2!-;..9 -'p,Q~pQ~'0..(~Q.;(~~' ,<" ','.'; 6' STORM WA TER FlL TER FABRIC SUB-GRADE OR PIPING TO' MANHOLE LA YER EXISTING SOIL SAND FILTER DETAIL NOT TO SCALE ~ .. LEGEND JUT EXISTING DECIDUOUS TREE TENTATIVE SUBDIVISION FOR SC01'1i & BONNI~' WILLIAMS S.E. 1/4;N.lf. 1/4, SEC. 81, T.17S., R.2., W.lf~M. SPRINGFIELD, LANE COUNTY, OREGON APRIL 27, 2011 SCALE: 1" = 20' EXISTING PROPERTY LINES PROPOSED PROPERTY LINES EXIS TlNG CURB EXISTING FENCE EXIS TlNG WATERLINE EXISTING SANITARY SEWER EXISTING STORM WA TER EXISTING NA TURAL GAS EXISTING OVERHEAD" WIRES (POWER. TELEPHONE. AND CABLE) JOINT, UTILITY TRENCH SEE DETAIL EXISTING SITE CONTOURS c + EXISTING MANHOLE EXISTING POWER POLE WITH STREET LIGHT ,; -'~E-----~.. EXIS TlNGCONCRETE EX W- - EX SAN. ""EX S TM.v ......EX GAS .. .OHW BUILDABLE AREA 502 SAN 20' I( m (]] II GJ Q:: zltJ ~tb . 0::: t!Q.. ~ C\J 8" THICK CONCRETE PAY, EMENT '~. ". . ~., 3500 PSI FIELD STRENGTH AS SPECIFIED . , . , . 2' - ~-' ~ . 3/4"i.. . ,~ 2" MiN., SLOPE . ., ;f'r~'r=~i~;c~ i,-:r 1\.4 P-; ,'57 ):'~::.~).t')0 -). ~"-y,/c\~)=>{'~:\"/''''?1't:..\~~''''i,/,1'~\:-~~''51)\;;'f''' .. \- '/'~~\,~.,~:~ ,;{"If(,,,...j-''1f :....;..1r"7.).~9\~-~'\S\...:.J--~ .~;5;$~~'~<\~:~Y~~5,a{~~;~~;::~ / ;:;:;;':";;i' 16' - 2; 9" BASE ROCI<-,- -V< i--i--i-- ' PROPOSED EDGE OF ASPHAL T PA VING EXIS TlNG SPO T ELEVATIONS Q; ~ EXISTING FIRE HYDRANT PROPOSED 3'X8' SAND FILTER INFIL TRA TtON BASIN SEE DETAIL THIS SHT. 12' MIN, ! r REGISTERED PROFESSIONAL LAND SURVEYOR " 'r t COORDINA TE WITH SUB TO ~~LfJ:IfErt~J#RAL FOR LOT 4 IS SIZED APPROPRIA TEL Y OREGON NOVEMBER 30. 2007 RENEE CLOUGH \\ 69162LS ~ EXPIRES: December 31. 2011 6'STORM SEWER LATERAL SCHEDULE 40 PVC SANITARY SEWER LA TfRALS SCHEDULE 40 PVC #4 REBAR MINIMUM 9" THICK COMPACTED CONTINUOUS 1 1/2"- 0" CRUSHED BASE ROCK VALLEY GUTTER DETAIL NOT TO SCALE 3" THICK CLASS 'a' GEOTEXTlLE ASPHAL r CONCRETE I , . FABRIC MINIMUM 9" THICK COMPACTED 1 1 /2" ~ 0" CRUSHED BASE ROCK ~ 6" MIN. o -i ;' '" ~ 1 NO l1!.iS: I; PROPOSED LOT 4 WILL BE DEED RESTRICTED SO THA T ALL PERMANENT STRUCTURES MUST BE EQUIPPED WITH AN WTERNAL SPRWKLER SYSTEM 2. THE DISTANCE FROM THE FIRE HYDRANT TO THE FURTHEST POINrOF A STRUCTURE ON LOT 3 (NON-SPRINKLED) IS 389' AND LOT 4 IS 459' (SPRINKLED). 3. THE ENTIRE STRUCTURE ON LOT 4 WILL NEED TO BE SPRINKLED SINCE LOT 4 DOES NOT QUALIFY FOR THE EXCEPTIONS ALLOWED IN NFPA 130; 4. THE JOINT USE DRIVEWAY WILL BE 20' WIDE. DRIVEWA Y SURFACE SHALL SUPPORT AN 80.000 POUND IMPOSED LOAD. "NO PARKING FIRE LANE" SIGNS SHALL BE WSTALLED ON BOTH S~ES OF THE DRIVEWAY. THE DRIVEWAY FIRE ACCESS SHALL BE UNOBSTRUCTED PER SPRWGF~LD FIRE CODE. EXPIRES: DECEMBER 30; 2011 TYPICAL JOINT UTILITY TRENCH DETAIL NOT TO SCALE I f ~~ ,<:> \ ,\'v ::E;' 0- \0 M ~ ;; M M ~ ~ :;r i ~ Ul !z ~ I JL 5' SIDEWALK I J: ~ f ~ ~~~ ~ ~~ ~ I to ~~ ,; a5 '. tg ~ I ~ 6J~~~ltJ 1\ ~v 4. !".CO co <..> -- ;:::: co <-~, t~ ,; l~; i '\~~ ~ ~ ~ ~ ~ ,\~J I , . 0 '\ ~ & ~ c >- ,\'v / ,,"\.. ~' I ,\v Q.. -- <t cO!:::: 6' WOOD FENCE ! ! ~~' ~ ~ ~ g TO REMAIN /; 475,8 /hB'? R~W l g~Y R~L~cl?ED ~ Vj~ STM FL..4732- ! / 'I ,: I / BY OTHERS. ,,; , ".. ,~, ... "..' '/ SA~ FL,.472 ~ 69' I.""" -1_ . _J_ ".jJ~..{;..L" ' . , ' , "" ".'" -',' ,',,, .', ,l ,1'\11""'::"'" '\','\'j'~'\ . ".YJ.'~:\I.~ I \' . .... " .... " .... .... '- "6"9"''''' .... .... " '" " .... .... .... .... 'X' .... \. " .... .... ........! X O'-/WSANI,TAR. Y ,MH. OHW ::~.~"",, 1,1"''''.~,''''',-<'''''''\'"''-<''''''''~-<;-'~"~''''-ct,-)~,~~",,,,~,,, """"" .""",," """, , 69,' , ..', '~_ .---- '~'''--'--' -48-.' c.t'>'<'X~---,. RIM ELt:V " 473.92-4:- ',7 , 73 .' . . " . >- L() to?-J \ ~ FL 8., " 469 75 ,~, . I .... ~ --- . ~ ..: >.1 '0:::( f'- +\1 ( 0 , ' ': ~".',' '" Xi , +\1 ~,,' . .", >- AC PA,VING, ,~ ,tx? .'.' ~ .' ,~, '. . ,of,"'!". .. ~ , ,"~' ~, EXISTING ( , .i ~ \ I ~ 1474 5'>~ 474.3 _ ~ ....475...., , ~ ~ ' ~ ~ JUT I C\J . , SHRUB LINE J K \' Jl '\.. A . '.9/ .JUT ~ -<< ,.; X JUT . 'CE '.',' +. ' L---} JUT;/:0 I J-p\. ~::/, :~.t~~,"\;~,fF~~;~,.....~~'>-'>, ,,~.,~,,~,~,.~~t~~~.,"~.,',.~',\f2.-::2:~\2.c'2~r1ltLtCZ~:z:,j~D2:~j"'~'};;~s~~~~i~";\~':~\).'\'::-':2~~ ,/1:;5.4 l ~'\ ~~ ~~9fAI,rCE !~J-EX w- \9;{T~;'W-'f;'IIJ ~/-' '-' '~~~~i::~jji~;;]~. ~~~LUT%~Tj};7s SHT,-- "~" I' ~1 LOT 4 ~~'J G I \ ~'tO ..."".......--- >:>~)<.>:".\.,.i, ,~.~< A<r:>?> 5068 SQ. FT ( ,.:--~ I, \ . ~~""I',,l, ,L,'~~:{~~~/.2~ , 8~i." ------EXIST. DECK X~\ 0 /, <'~'l' f ,STORM SEWER\ MH , T 0/ / ~5(> . x'5.. TO REMAIN LOT 2 ~ LOT 3 (( .. ---'II II RIM ELEV ", 47,4.12 ~,~'~ II / ,"{:-~ " t.t,~.,.">,,EXIST.ING, (/.'."'.~'.' . - t<') 5106 SQ. FT. I'<) 5106 SQ. FT. N) .' FL ,,465.42 \ }. ~ / X ' (;(RESIDENCE (><, --' /I' - ~ '\J' '"')<~'" ~ ~ '\t' '\t' / . . " \ .1'. 0_ ------ 5' PRtv A TE:>< 475 35 TH ST.. ';~. tx ':-- ". f'.. f'.. '-'~~.;Ilfvl \ ~ . I I / 3~~ILITY EASE~~:~:.~ TO REMAIN ~~. ~ ~ / ' 'i.~'r'''''"" . ' \ ,~ :<- /, / ',,', )G LOT I , , )(.,;; "lx' ~0 'f ',~{- \ 'lUX~: V--- PROPOSED .E~ 5386 SQ.. FT;, ~2,~__ X ~~I 1 J~# \ ~ I 7' PUE:)(:,~><?',;>()/,}>V;.>)~(9Q9Q(S~ ~ v \. 0 . ):\' v Y'_lS' :t.:::_~':-li_1{_'J!_:L);'-'ll_n,,-)(';){_ ,~v... _... ~-_. .....e-.&~..._.--\J<t'.r " . (6" E( GAS'~.>~-'-' .._.~._. ([f f j ~ \ ~~,., txy l)~ 11 I I EX. SAN'-X:~'i .,.." EX. SAN'-'-- , ,~ I, ,'1, I ~~ -..->;....,',."'......."'.<...--,..->t-_...,......'f..... ,., ..i,.."'-" ~_ 'v 'c....", l '\ .' \.,' ,. 71' "_----.~ .. .....t- (1) I - ~ I > ~ " .. ,,' , ':;' , :: .~,\~ry~~ I ) ;1 11am,?,:~K.,l,r~.~",', .r~,l.,'.._=-. ,. ~ - ~ EX~36' ST~ ~ ~-= f," ,tx".. , " ~,' ./ \ , '\ "",,1::;<;,,6 .- -, ~ - - - - - -:.. ~ - - - - QQ. ~ v:ll!llf ~"" s' '. Q 0 <~:Kl. .0 I i t;5, 6 STORM SEWER MH I ~. ~ f, ,.11 ~,,~,,' \ RIM ELEV~ 474J3,9...,..... 32' PAVED J. i.., FL " 465.58"" ,.' II' WIDTH '~: l'.~< , ,:' 52' F' /W : . < .. ~ :. .11 '< -1-1' '5' SIDEWALI< .. ~ f. '0C?> -"", ~~ r. "\~ , ~ ,1 . ~ I ~v ~v I 'V~ >~." ^ '~ I Of - , I (1)~ ~ <0"- ~ to ,,^:>' ~G5 ,.fV \ JJ A" I ;1 :1\ 'I' t 1 ! a ~~~ ,::..: s/ ,~ k to' <';'v l' ,., f :< '\J" to "0 '~ 'f'- " b '0 59' ~< I...... -......-. --~.- -1--' __J .' N 89;11 '00" E ...-.--.? ~~--- J< be " ',-. I '......."-.,.... . / ' : "'-.'.....'1 '> ' /., ~ '$,-..". . 10 ~J-- o 5. THE SAND FIL TER SHOWN HERE ON AND DISCUSSED IN THE STORM REPOR T IS INTENDED TO BE CONCEPTUAL FOR THE PPURPOSES OF SHOWING THA T IT IS POSS~LE ,TO WSTALL A STORMWATER SYSTEM ON THE SITE. A T THE TIME OF CONSTRUCTION A DIFFERENT SYSTEM MA Y BE SELECTED. IT IS UNDERSTOOD THA T IF THIS OCCURS THE CHANGE WILL NEED TO BE PRE-APPROVED BY THE PUBLIC WORKS ENGINEERING STAFF. 69' 69' , ~' 48' -t ( t I 20 279.0 .~, ~ Branch ~~ngineering, Inc. 0> ~ -0 ai Ul ~ ~ 8 ~ Q) > :p .l9 ~ g 'lil '> E iil E~ .!!1o ~~ t2~ 5:R 2~ _ TAX MAP /7--02-3/..;24, s ~ .--J ~~ LJI ----~ --------...:-. ----------..:.-.:..-.- ------- -~--. ,-~-- ~_.,- ---,~ > "~~.-. - - - ~ _ _ _ _ _ _ _ _ _ _ '~--"EX. 36 STM ;,...~_,_ .~_~ ^'~,__"~, _.,~,~.,~~ \ --- ~gj ---~------~------ ~~~~~7!f:6f-y> ~\ ~ Q.. EXISTING MH \ ~ Xi'--- \. \ ~ \~\ \ ~ \ \ ~ \ \ \ \ \ \ '\ \ \ ~~ '\~ , ,\'v Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem/Keizer Office 4312 Cherry Avenue N.E. Salem, Oregon 97303 (503) 779-2577 EAB.lD. ."ORK NO CUT OR FILL IS PROPOSED A T THIS TIME. \ \ \ wwwoBranchEngineering. com Civil. Structures · Transportation" Geotechnical · Surveying \ TAX LOT 11800 PROJECt', .~U8M .~ .~ Z: \2011 \ 11-065 wmi~ms subdivision \ T~~tative \ 07 -123 TENT ~UB:'~wg, TENT SUBDtvIMM~,anbel1 PAGE 2 OF 2 2 of 2. po.C\es