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Miscellaneous Structural Calculations 1999-8-5
- A'J9-05-99 01: 56P Mort,'er E' . t.. ~'~ ng1neerlng . MORTIER ENGINEE'RING P.C. 1245 PEARL STREET EUGENE, OREGON (503) 484-9080 (503) 484-6859-FAX W.O.# 12-02 e. DATE: e;,-3- 94 CALC. BY: ~ F SHEET <I )4B4-6B5,M) P.05 OF DRYWELL CALCULATIONS CLIENT: W 1~"~~,j1<u.\... C,lo'''''p,6.~''' ~ JOB LOCATION:7c,w 11c;..~el-lt.lf' H-(IJ, I c;"P~IH'rr--I~L-OI O\!, DESIGN CRITERIA 'EXPIRES: 6/YJ/Ol .DESIGN IS FOR THE: FIVE YEAR STORM. .SOIL INFORMATION IS FROM THE, "SOIL SURVEY OF LANE COUNlY AREA, OREGON" SOIL lYPE. . . , . . . . . PERMEABILllY . . . .,. . . AREA TO BE DRAINED. . . DRAlNLlNE LENGHT, , " , IOSA ~ Pci-l'r1ZA O.dL> ''''/foIl'- ~F'f'" t:Z.? ~ DR YWELL CALCULA nONS r--~'- - iNPUT iNFORMATiON SURFACE AREA URAHON FACTOR URAHON lAMF.TER OF DRATNLINE ENGTII OF DRAlNLINE SOlI. PERMEABfi-ITY VOID FACTOR I WIDTI-I OF WEl.L DEPTH O~ ROCK IN WELL REQUIRED LENGTH OF WELT, 3600 F[^2 1.8 TN/HR 10 MIN 3 INCHES 225 FEET 0.06 fNlHR 0.35 5.0 FEET 1.5 fRET 30.0 FEET -1 . Aug-OS-99 01:S6P Morti..r Engin....ring ... P.06 ( <( )4B4-6BS9 r: INLET PIPE ~ , r DISTRIBUTION BOX ' r 3" PERF. PIPE/TOP SOIL _ 'li:E!,~:'t1 / P / / / / / / / / / / / / / / / / / / <I' / / / / / / / / / / / / / / / ~(~~ I _ _ _ _ _ _ _ _ _ _ _ _1_ -' _ _ _ _ _ _ _ _ _ _ _ '0 <. II:. , .-:. 0 -:"'j':"'j"':--.- (.<':' '.,j':-" ,- .:." c.' -.; n r'" '-nr:"o~ '--'0 C c: '" ~o ,. c.,(.>C) ~,C' 0 ""0....-111 I: 1,In ':',: ..'"'..... . "t.e.r.'-\:." '. _0'3 nt")o:" ? ..t:'> "'c:.... " co...ie.e> Co' ',.~,.., C u"~"'.-;:; " ~.....:." (I .t"~oc.~ 1.'1"_ : : 'II h_.';., c".. -"'~'..;:...'-~~,. n" ,-\1:.1(,.. <l ~ ALTER .. L,.:.lol: ,:. ,..<':'c.',,",C.) <:)1.'\,." IE ........_1 '-:J" IlJ M ':". .... --, '''11-::''<> "':"0 o...~..,:'l... e ,..::,.~, .,'-'\.'':'<'0/'' ''-' "0 ~)_- ;!~ !Il 111"~in rn' ~-(',.-, 1.... o~,~..... (~~,;,o.:. Qt.co ,.:" c? FABRIC f>~.oC' '.""'0'1 .:"J... t.)~..")',:, 0 t\'1; .W ";~~.ITL: jrj~.I.U:_:'.U ......,' ~: :.:...~-:.~~:r:. ~:~~:; '.;_~~'(I ~ ~~~~ "(, g;':():~.~ ~_~~~ ,~~.'<~\t, ~;: ~'3:~~:',. ~:~,~;~~~ r~ 22 ~ ~ll'tllll . ~ ",:::":;:~:Y" '"' ~ir" ,~i ~-:fl~)~n tel i," i'j "",Li,; 0 ",1" ,~~; <:,~';' t I /;i II. ~I,,-[F":!Y///////////////~ ._ 't1_O;.!~::J,!;~////////// ij/~;,:I;,IJI~ij( , .- ---. ,.--. .. . .. . ... ';'. ~ ~, J.-. 1,1 '-'III!:'.'..,. ',"':, ',' 0 ';',:>.0 ;:~~ ,,;: :" ,.,....:'.-: ' ,.~'<" .'.... iP': 1'1 ____ 11 III " '. . . . ,..., .... " . '.', '_ 'l_l~. ':' .., -"'llIe: '1"" ",," ,.~ :..,.:""...,'''' ,:;11=11 90(1 ROLL ROOFING '-11"':' -'I'IL ';.' ,: ,:,",-,"",. .. . < .1<.. ..~. /11"111- OR ALTER FABRIC _ _ ,)" 1'0>;:. -:I _<"IQ'>O II 0 :; III ':11 , ..111..11 '0 ,,'-~ 0 o~..... "_'_ I, - - ... ~, fl. C) 0 0 - - .,..v 11"111 ~o ~lO.: ~(,.. .....;0 '~Q t'c nO....()- _-_- 0 c 0 000 <I 0('1(,10 t} Co tlO 1_111_ -:-111--11 .. 00 coo 0 0 C' tt 'J c,' .... -II" 1"-1 11-111- ,.r_oo,...;'o. .. ~,,"oc"'~ _ I.:::, ...:. ~o II";:" c.' U 0 tI...... .;.,0,) """':: n :;:.o<.JII....III_ II -111-'1 U ...." Of),., 'J~ .:.>.:. CD'-''-(, -- II c.'"O~o) 0 _tl~v~(> ~ 0..... o"~c.> tie:, .~~. If. :"l r..'OU 0 00') _ - ,.- _-1 . ., 0 U 00;- j) 0" 0 U" OQ' ~.:: _ 1 II -=- () .> .0 u...... ~ I I :(.) oOr>o .. 0 0 On C) 0 I ....'1=-11 o~oon &OoOo~a .;-0 .... ..~O;-OOI .IT r' -, . n 0 c.. 0.... 0 0 ~o;.o r =r _=,11. .: :'o~,i'<>;;h) 0 ~,,~~" _.1 II~: 1 1/2. UNIFORM ..=111' ",._",. .,,,-. 1.1- . ROUND OR CRUSHED ROCK I [ ::UP I 1-:::1.1.FIII--ill JJ.l!1.'fir11ii11i_1 II:.: 11I-,IIFI1I7I1BII--:::111 =11- II =111=111=111=/11=111 III=.. -= ,=,1'0" "'I~. DRYWELL TRENCH N.T,S. seCTION A-A -1 EXPIRES: &/30/01 TOP SOIL .3 HOLE OIS1RIBUTION BOX OR EQUAl LENGTH OF TllENCH ~o ' FT. . LOCATE DRYWELL TllENCH 10' /'ROM BUILDINGS AND 5' FROM PROPERlY UNES. CUENT: W ,....1""..,= ~ 1<~"g,p.L.. C..iJ1''/.J>-crIlJ'r ]7,11> LcC"''''''OI-'J, 1C.W M"!:=",.J1:-le I-lYiJ. ?1"1'1t-k,-F'll!L.P I '*- MORllER ENGINEERING P.C, w.o., ltoze:> SHEET 1245 PEARL STREET DATE: g- :;-1' EUGENE, OREGON OF OWN: jwh (50J) 4B4-90BO 3 (503) 484-6B59-FAX A~g-OS-99 01:S7P Morti..r Engin....ring /t'-'I'~ '\.-' \ 1/", f~~~'~ ~I~I ~ 'k~'~1,.J h~.,.,.,'(:,;.:j '. :!~g~'-A . CALCULATIONS CLIENT <il..l )4B4-6BS9 1..,...-' ~ i-~ P.07 SI1Ctl NO O' ::a.. I! - 4- -"1'1 CAL.t.lltATED BV DATe STRUCTuRAl BUILDING DESIGN. F'IRf' PROTF,CTI0N CODe CONSlJlTA.NT. PlAN CHECIONG .."...., ............cnnN INSp't'cnON CI<1..c.eo e'\' DATE W,O.'" I Z=-z.~__ - C;2 I', ~ PRill E: E: .; -=r 1 EASE'MEN'T.. I ~ lto fA .. -' Ill! . -:1 ... 0 IDI ~ 10 ,,_ ...... ....~I __t:S.. .I~ S 7 7.00'02"1;: JO.57 \ f' .....l"-''''Et> U--1o...l ~ "?e<i! <?~oJ ~ ~/=-, OF- E>-ltq. CA~c:.<;,. , " ;'_0 r-1IH. " " !:-- -0 . MI>-j. !p Fr. P,U,E.. "' l:: "' III <\j III - is -' J , r'" o ~ .. 0 'I .... I 1Xl~ 0 ~'- ~ 'I' ~ III ~~ "l I . 10 !I ~~ ~ _.\ ;;~ -- - "1) 8 ~ ~ I .... I CI) ~ I P I g I (JJ , I 10 It! ,0 . .~f" -: i\j . II -,-..-1..... I ". r::,'.o" M"~. ,:;,'{1' PARCEL 2 1.287 ACRES - h_.._ -7~-S-:i- '. . .#0.._ ..............._ _. ......_.._ .....__.....,..., ...._....