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<br />i <br /> <br />i1; <br />, <br /> <br />~A <br />e <br /> <br />r~ <br />U <br />'I!! <br />~ <br />~g <br />g~ <br />"8~ <br />~ <br />~~ <br />UN <br />w':"" <br />~~ <br />~a <br />~!l <br />W~ <br />,~ <br />NZ <br /> <br />~~ <br /> <br />4 I <br /> <br />TOE DRAIN MH SEE EB SOUD ~ PIC PIPE <br />TOE DRAIN SLOTTED ~ PIC PIPE (lYP) N INV EL 4739.5 _ OUTFAll INV EL 4738.9 <br />INV EL 4750.5 UPSTREAM OF MH E INV EL 4739.~ -, r TOr 24' CMP= 473lU8 <br />SLOPE TO MH N 1380618.96 RIM EL 4745.0 ! <br />N 1381033.29 ,. " N 1380677.10 3208040.46 N 1380559.48 i SEE OUTlET PlAN, THIS SHEET <br />E 3208075.28 ML '- N 1380748.42 E 320806.1.99 E ~208007.51 ! IMPACT BASIN. SEE DWG C-040 <br />- 'E 3208078 42 ,., , '" ,"1;0, , 11' b" "'",'" ", ~t ' <br />" \" ..f','"" . "';'," _o,,~' ~\< ~~- ~o, I ~OUTF:All INV El 4738 7 <br />~t'1o. ',.;:\\"'j ~ ,r} # ~ #--J~J 1 ~ ~~~:.- . <br />-'--,:-OHE' "'- -'-o;ir---'---~.6H€. ___-l'"[---""--.:.:.::..-q,~~-__:_:_~- _~, ~\f:~;,,~~ ,'I TOE DRAIN MH SEE 1 <br />1+~--. - . -. . '"""'~ .. ~".,' ". .. '",,,,,,, ,f :.;(.~;4;':'::.~".~ ~~ :~A ~:, ,,;, I', . .xD ~,~a ~:J9. EB <br /> <br /> <br />-e!y~ :C+UlJ ~o-------___ ---____ .),,, "'~<:";'l:"" "". (" ,/ :',. E INV EL 4739.0 <br />~~ ~~----"",,- . ------ - --'-.. \ ---"- /- " ,f:.;;t./ RIM EL 4745.0 <br />1= ms ..... ~ .----~ r- ~u -. -~----- "~-- " ,~7;- .. N 1380551.17 <br />---:"'m' .... .............:............... '. .. ---::,.---------___ ~- ....~-><.. .\ "-,__,~I;f, ,...;,,'-' , E3208oo1.95 <br /> <br />~' . '/'/I"-:.'~=-=--'-,~~--~-:_~--,-----,-,--~.----,..."--, -.' -. .'.~, " ..."-"-. ':--...-. ~.'" ..... '->.."-\--~; "~, ~:, .' ~-,:;,~': " C.S)=LO::3.~0 PIC PIPE (lYP) <br />->' ., 'ft----------- .. >.... "-"'~~~A '_ , }...."<O'-'> <br />,',' I ,,,,"f;c- .>- .'. "->-~l'. .."'-...., .'~ .19i, : . .--~"'0\J' UPSTREAM OF MH <br />'r:;,1 " // " REMOVE REqUJREDIREES--- -_<. .....-~--.~..~...'.-.-.-..~.-_.......---. ..~.. "'-...' ~''('i.",;,,;I1fi'"~ ""~'" N 1380503.22 <br />--' ,_~q_~ST~ TOE DRAiN ....<<<_i""~-_-<'~--...,:..:-'- ~J .. .::'~ \~::., " _ E 3207974.83 <br />l / 24" DIA STEEl PIPf:><::;~'<~~~->j~J. '. "'-... ", VI, ';., N 1380427.41 <br />CP N,ORTH I .' ENCASED IN CONCRm .... --"'_:." < >. - :-" \........ . '.' .....~, ,. . .. . -..'. . - E 3207922.70 <br />SET 4 REBAR W AlUM CAP , SEE DWG C-030 . -- '--: :." -.. -,\' '.."'" -:;;:;..... ' "". ---<;, .,'" 'i",._ <br />N: 1381177.19 "-<_ ,:.~........., --t-,..",,; ",; -_"-'<~~,,. . <br />E: 3208036.47 CP DAM2 . '" ./ ..~~~,..f' 1'-"-. ./'>.", ,_,." ,_~,',,/, ~::;'~"":"'. N 1380365.67 <br />E'Lt.v= 4759.74 SET 14 REBAR /. .' ..... ...~...(f.~~..,..:,,!........I:7-. po.; '...~<',.."-~.,~.,I".~,\.. E 3207878.96 <br />W/ AlUM CAP '. / 1,,:,' 'EM . , '-;, . ~. '~ .." .;, " <br />N: 1380601.17 TEST HOLE B2 ;? '1.11 \ ". '4~L"'L -'j-,_ ..',.... ~. '. -;" .... :~'~~~,.:~, <br /> <br />I 8'-1" I EW;om~:~: FlE~R~~~~ ~~:~~CllON 11\\ \\ 1',,' <t<~'..,\.,..,............... ............ . '.' ~',~,,>'<,"'1' ..."'~\~"iJ N 1380311.36 <br />~~o..~ I fO~~H~~IX')~Q..( Id'O~Q\ )' OF EXISTING 24" CMP II \! 1---' ",_.,,-.-,,''''''''~ "'. ..,;~'~, ~t,,",.. ,'~ E3207820.14 <br />0( ))!.~n~61u U-~U0~c:g(, ~IMPACT BASIN 12" DIA. OPENING 11'\ \ i "',:".:'-~.-.,'~.;.., """ "~~ ,,:.:.-::<<.'if,,~"a;'4~, ~E 4~~~ <br />.~ I( )( ).... I ___ ~ SEE DWG C-040 GLORY HO~F. ~t~:: 1;~g~ J' /' \ \ \ II "',<>.{..>.>'...,........... ..... "" "'\. ~ SLOPE TO MH I <br />~ I II [10' STEEL PIPE~, :"-.' " '- ' \. ~', ~ ~~g~i:N; <br />~ I ~ 1:1 FL HEAD GAlE 4742.0 I 1\ \ \\'1 -C~g~'TE~OT . "<"">"" \" "\' " """ FL ELEV. I <br />I 2'-([ THK D50=l2" RIPRAP CONC. IRR,GATiON eox- \ TEST HOLE B1 "'1,' " ,,"'~. '~<:. >, '..'^'.....= 4753,00 I <br />I / /W/ \'-([ BEDDING iRRiGAllON PUMP-' \ \ L..GROUND= 4759.2 ' ,,', ,,\~\:.,..\, j/'... f''' <br />,1;<<:-'0 _ " ~I I . " ',' "$:"" , .' .... /,.,ff CONv. W"f-L <br />~ 'b po. 6.65' ON STAFF GAUGE J Ii REMOVE REQUIRED TREES \ 'f ", ~",<.,,' ",,, J.:.' ;<'. l <br />lY.O/...~l.. t ~lS. ~,:: ELEV C'518 n, TO INSTAlL TOE DRAIN \ ", '+'.. ". I. .,"~ <br />::-'1 ~ I.'::::: I If J() .= . /',) . , ,,~, .'. !,f./ <br /> <br /> <br /> <br /> <br />, <br /> <br /> <br />, I ~ WATE:~~;'~:U~~:: :~ SClJE 1" = SO' ff SCH 40 GAlVANIZED ff SOUD EW;o~m:~~ '" "J\;l~;>\.. '-'~~~\, .'. ''''; <br />STE~.~~E L~~O~)WAll PI~~fE - ' / // i \\ \ ~\'" Ii <br />1'-([ FL ELEV.= 4753.46..)/' /: ,,\., ------,' <br /> <br />. . EL 4733.10 lYP 1'-(["'1 ff8g~~UL~~I*"/ ) "\,\ \\ '. <br /> <br />I . I II -,SOUD ~ PIC PIPE 15",~, I CP WEST: ./ -" \ <br />I I / tti ~~'~) SET 14 REBARN~/l~~~75<::/ ,/~ <br />'!-.o E: 3207573.84 J <br />. 1.......--1.-([ CONCRm ENCASEMENT ~~\730.10 i +- -FLOW ELEV= 4758.86 ,- <br /> <br />I 1:// <br />I I .. ,3([ ID MANHOLE (lYP) <br />I ' <br />. ,". . . ..,....... I {SLOTTED ~ PIC PIPE (lYP) <br />It I "\ \'b't~~.:r'''H<:''(( '\ \ <br />:'\ I J J;~J~Trf:117~\ \... .// <br />\...'+-"'L:.....t-".,.,'I.... .... '/ <br />T 1.1 ~ <br /> <br />i 5'-~/2" Lf SAND FILTER ~ <br /> <br />~ 24" STEEl PIPE <br /> <br />I <br /> <br />2 <br /> <br />I <br /> <br />3 <br /> <br />I <br /> <br />5 <br /> <br />I <br /> <br />-----:JZO <br /> <br />D <br /> <br />r- <br /> <br />c <br /> <br />\0 <br />I <br />N <br /> <br />- <br /> <br />1'-~ lYP <br /> <br />B <br /> <br />'b <br />I <br />ix> <br />'" <br /> <br />t- <br /> <br />2'-([ THK <br />D5O=12" RIPRAP \ <br />EL 4728.20 \ <br /> <br />:oVOV6Qi\ ~)6C) '11 <br />)o~Onoa/~ <br />)'( )0.lJO'I t= I ....... <br /> <br />......,..'>....,,:,.,.:..,... <br />",:.:' . :.: .... .:<. '.. '...' '.'C" ..><- <br /> <br />1'-([ RIPRAP BEDDING ~ <br /> <br />2'-([ <br /> <br />3'-([ <br />! <br />Ir#8012" EFI <br /> <br />EL 4727.03 <br /> <br />.' <br /> <br />I El 4726.03 <br /> <br />#6012" EF <br /> <br />OUTLET PLAN <br />SCAlE: 1/4" = 1'-([ <br /> <br />DRAIN PIPE OUTFALL ANt} <br />~~~N~~~([WALL SECTIOI~ <br />PROJECT ENGINEER ~ <br />PR:E:C:::::R2::;~N A T~~~TE 7/2004 I .+2707:. ~215U'"~".~'Su""500~ <br /> <br />EAT DN-A68-100-01 U.k....;;;. 0080228 J0J-9B7-344J <br />000 5TANOAROS BOYLE WWW.BOYLEENGINEERING.COM <br /> <br />VERIFY SCALES DE~GNED BY EAT <br /> <br />BAA IS ONE INOt <br />ON 0RIGtlAL IlRAWING <br /> <br />DRAWN BY <br /> <br />MCR <br /> <br />I CHECKED BY <br /> <br />REV <br /> <br />AND <br />IoPPR <br /> <br />If NOT ONE INCH ON <br />THIS SHEET. ADJUST <br />SCIl!S ACCORDINGlY <br /> <br />DATE <br />08/30/03 <br /> <br />DATE <br /> <br />DESCR1PTlON <br /> <br />I <br /> <br />2 <br /> <br />3 <br /> <br />I <br /> <br />I <br /> <br />4 <br /> <br />I <br /> <br />5 <br /> <br />I <br /> <br />1\:.. <br /> <br /> <br /> <br />\ ASTM C33 SIZE 7 GRAVEL <br />!t' '--!t' MIN THICKNESS <br />lYP AROUND PIPE <br /> <br />6 <br /> <br />I <br />I <br /> <br />I <br /> <br />7 <br /> <br />I <br />COMPACTE~ BACKFILL AND SEED \ <br />MATCH EXISTING GROUND ~ \ I <br /> <br />- ~~~~~TIUlI I <br />/0'\.-<<.~ -'-'-m..l I <br />;~~TI- IIILII I <br />\ '/~;;"i;';: ,d::I.::...... <br /> <br />i, >?~~ii <br />CONCR~ ~~.../ _ ~.' ~ ,h <br /> <br />~j I fill <br />I-III <br />'1= <br /> <br />...._~r- <br /> <br />\" <br /> <br />I /1 <br />~ DIA ~C PIPE ;;R ~ <br />(SLOTTED) - .', I <br />.'/: ........" <br />I <br /> <br />!t' <br />lYP <br /> <br />I <br /> <br />2'-([ <br />3'-~ <br /> <br />TOE DRAIN <br />TYPICAL SECTION <br />SClJE 1" = 1'-([ <br /> <br />8 <br /> <br />'b <br />..' <br /> <br />r MATCH :ISTING ' <br /> <br />-~~~ <br />~~~ <br />~'V~7' <br />(" /, <br /> <br />+I <br />'b <br />I <br />:.,. <br /> <br />o <br /> <br />b <br />I <br />'" <br /> <br />",~ <br /> <br />",~ <br /> <br />c <br /> <br />r- <br /> <br />PROVIDE 1/4" CHECKER <br />jPLATE COVER WI HINGES <br />AND PADLOCK <br /> <br />I) <br /> <br />"", <br />. ~ SOUD I'VC <br /> <br /> <br /> <br /> <br />,., r CONCRETE BASE <br /> <br />rr4~ .... 1 'h~ <br />I.. .~ .4... .7..Jj <br />I ~([ J <br /> <br />II <br /> <br />". <br />'" <br /> <br />\ <br />~ SLOTTED PlCr \ <br />I PIPE INLET <br />I <br /> <br />4" <br /> <br />H <br />I <br /> <br />TOE DRAIN TYPICAL <br />MANHOLE DETAIL <br /> <br />SCALE: NTS <br /> <br />ARROWHEAD RESERVOIR DAM REHABILITATION <br /> <br />6 <br /> <br />GENERAL LAYOUT, SURVEY, <br />AND BORE LOG LOCATIONS <br />7 I <br /> <br />I ( <br /> <br />3([ ID CLASS III <br />r REINFORCED <br />/ CONCRm PIPE <br /> <br />B <br /> <br />- <br /> <br />A <br /> <br />CD <br /> <br />I'DRAWING <br />G-040, .Ii.., <br /> <br />'. <br /> <br />! Figure N-l <br /> <br />8 <br />