The URL can be used to link to this page

Home My WebLink AboutPlan, Tentative APPLICANT 4/1/2008 .' ..' .; '., ., ....: ~. ....: .' ~ . . ". .... \ . .' . . .. . . .. ~ .... ~ :' . .' . : . :.. . ." : ~ /. I . . . . .' . .' . .:.:..... '::'.', :...... .~..'. . '. . '.:. . ..... '.: ..:.,'......... . .... .".... .'. '....... ...... . '. \- ( ::> <..> (l) 0:: ::> <..> "to tt') 0- "-'W ~flU~ {J--' - 0 -a- ~..:...:~>..:.~.~.:.:...:..:.~::;~...:.;<~~.. -a- FENCE PL ANT I N G ... '-' --c-- ~rJI?E "" ...-=E1--J=- ~ ~E;-"- {}. .'. ::""".:':: .... .' '.. .' . .' '. '. . .'. .. OILED .\' . , . I . l>URIl. - == .......... · l.;U~" I' V · - r-..l..;UIqt .. ., · - , I TOWELS. 6 PARKINC: ) ( 6 PARKING ) .... ..... STORAGE . compacts' 8 PAR!<ING ) , -compacts .'. .'. ..... ". . ..... 12-0 .... . ... . . ..t'-7 -0 .' ".49 -0. . ..... - .... '. . 7.:....U... .' -46'0". ..... .'M. ,uEf .' .' RO ING GATE" 0 .... .. . BACK ~ I ~ (~ ;Z' S2 ct: . c~ 12 ~~ I :> w 'C,.) 1.0 . Z W u... -,0 TI:: IN FENCE Tt) EXISTING \~-B- r I?I I Q L~ , '1 ~~ b z W lJ... o z I- ;~ l ~ Ll s ,......... C1) ......., ,,' 10 . . " .' ..' ".. '., .:. ~ _ ~ ~_ ._ ~.:l.<~::..;,;~>~~:./~_..~:_:-~..\:~:..:~ 11 ~...........:.....;.......... . ~ . ~. ". . ~'. . " ~ : . . . ..' .... . . . '. . ..... . . ;....<. ,'.. .';...::..,;. .... :' . ....., .:< '~. .:.:: :::. .:'. .~.:.:: . .>: .:.:. ~'. :: ....: '.~~' ~:~. ......:..':;..':.~ ~~ '. :..... "'.,,' '. :~.:.:.;;.:~ ":~',,""'. I..' ..... .':' ...... .<' .....,........13.~ -~ . ..::......:.'.. ,I..... .....: ....... :., ..::' .::.:....;. ..:....:.....~. 16 :~ ~~ ~ .J'! ,::i::::~~::ii:i::~!~2'~8..);:~:):~i:(:l;' :: ~ ~~ 0- . ::;: ':.' :\~~> ": ...~.., ':';:..' :: ... 19 z: \ c;."::~,r;~:.\';.,:::~'::i~:i~;'.~.;:.!.~~:..;.. .~o.~ "~ . " 0- l:' ":: )}::,.", ":' . :if." . '. ) -'. .-.... . "" 'w rr'-../' ~n #. . .' .' . . " .... . . . ~ .' to. , . . I- ~ u' I . --:; . ::.'. ',,: ..': '. ';.. . ..: ." '. ." '" :.- ...... ::' ".: '..:'.. <(tJ 25 ~ I::;,. ';::~:'<::, /.,~:;.~~;.:-..::{:: '~::\::.i:r: i.:;:. ~::.: :".. ~ '." '26' ? I '.' .. ........ .. .. ...... 0::9 NO TRUCKS --- .::. ~. : ~ ,.'1'. ~l ~ ~ w . i. " 29 ~ : .::.C ..:: : ::,:;:'.. ....:::~'.'::": ., ':~~ ". .,' ~ GA1,A~,=i~~L.J " . ~ : ".'::: :,:>:: < .."": >< " V r;D 'tlvrJ~~-~J' ...,........... ... . j/ ~cr// h ~#~~ r" 52 ~ "'!I"l"'o.. ~ ~ ..... ~ '. '. , . . . . . .' '.. ~ .' ..... .- : ...,'. .' . . . . .... ...... ,., .... . . '.' '. '.:. .... .,'.:: '..: .... ,'" ..' . .....:...... '.. ..': .......... . ..... . .'. .' A '. ....:......:.. '" ........ : C.B. ..... .:'.' :. .... .. '..;':' :.i'. '.:'.~:"',:' :C,. ":',,;:.'; .':..:. .~...:::_' .. ..:....,: .... :'../ :::~" ....:. ':..:'. ~ ~ ~ ~ I tl &_~ / ~ .' .' . ...... . . . :. ...... '. '. ,.... ".:. .. ." .... '. . . :. ": '. . ;.. . :' . .. . '.' ..... .... .... '. "':". .., '..' -:" ". .... . .;.... .:'. .::' ,,: . ..... . ...: . : :.'. .' '. ..... '.' :... .-.:. .. ::.,. :..'; ....,: ...... . '.' ". .... / ,.'. ,:'::., ;<".: - - - "'.:..:' '~':"J:".ii-::L~,. :. .. . ". :. '. '. :., ':'.: " ,; I\E1 AINiNG WALl. w": ". ." . ," . 13 14 '" D~ . ~ -0: ; ----- . -1 ~~.: Ji;NO///';; ~pARKING/ //////// .r- I - .... " ~ . . --:-l 15 :J # ;- i i L i I # i I i I I '. '. .: ."... . ..:.... \. '. . :'..: .: :', .:: '" "; . '.' . : w z o N o Z o <( o ..J U Z o <..> ~- :ii ~ ~ ~ ~ ~ lf1 " , --1 ~ . . . .. :. ", .,... '." .. . . I ..... . . .> - .;'. .': . '. . .. '. ., . . . .' : '. ~ .. '. .... . :';' ;" .' . .... '.' . ~.' .' ". '.' '. ."... ." . . '." '. (S LOP E. ~ Lf ~SKYL1GH~ / "\ ~ . L.l WAR E H 0 USE ::c: ~ o ~ : .'" . t..' ".' . . .: . ~ ~ . . -cr> C.B. ~ ~ :z .~ " . .... . ..,::. ." . . .. _ . ~ . t.. ....... ==' , ~ .'. '. . " . '. .' . . .... . ,'. .J.... ..... ". . ..... ..' . . . . '" ,.. ... , . . z '23 -< > a.. 24 w 35'-C"~ '. . ". . ..... .' .' '., i I RET AI ~ING WAll :-.:':1' ~':....;-,._" - ._2:~'-0":, ' b I 'in tl) . ...... . . '. . . ';-' ". ". .. ..... .' '. '. . . ..' ."... .. " ." .... . ." .' . . .'. . ". .. .' . . . . .... j ':.r:; >: .' .''-lJ.. '. ; ....:. .'~' .... .:: ':'. ;.:.'::- :.:'. '.' "', " .. . .; .... : . .' '. .' .... .'. r ; '.. .': ....... "':>u ' '. . ':. I .' ':. .... I .' ": .... '. .'. '. . ..:. .... . . . - . ~ ." '" . ~ . .... . [:L :.<. ..... '. ... . .... ". ,:.- . .....:.....: ,..... ] ;. . ~ '.' . '., I . ." . '.' '. . . ..' ',': .... i. ::.. :.' ". ;. . .. .... ~. . ~ . .... . . . ~ .. . :. ........ ,':. .' '.:.' . . .,.:' I .... .... . .' .' . '. .. .... ..... .... .............: d1 "...:. .....~ ...... .... '. ....... ..' . . . '.. . '. '.' ....... ../..,... 9 <? -:J co oc ::> o -~ -~ , o 8 7 " \ N T E, R S> \ ~ G 7" ~ Qi <( a.. u u 27 6 28 5 z <( > 0.. ~ ~ "---- SKY L IG H ~ "\ LJ VI' ...J <( 3; .... .' :'" '. ." . . . ..' "..... . . .'. .... ." . \ .d \ \ \ \. -\ .' . .:.. .,.. ". '.';.' : ...: .'. =. :. .... . . .... 4 y (~ '.' ....... .'. . .' . . .... :.... . ~. .... ":. '., . - ..".. ~. ". ...... ...... ....:.......;:. ,....' :'.61:' -1'0" 3 .'. '..<'.. ::30~...:..O".:.. :"''-::.'' ., , .'.... ...... '. '..:.': ....:..........,' 2 :. .' ...... ..:" ~. " '. . l- V> -r ~ ,,go 3: . '.: ..' .."...:... '., '., . ~. :: ..... ~. ". 1 "1:I:;j- . t- l.JJ 5 z o <..,J ..q- I ? ..... -:.,: '. .' .' . . . . . U~ IT 2 _lbJK ',. ... .... ". ~:; .... . ' . .' . .,~' '. .' ". '..:.' ..... . '. .. . .' . .' ~. . .: .- ---- ~ .-......- ..........- b I N I' C> :z 52 0:: -<( a.. ex:> c . "V ..,.. . .:. ," :. ::.:..:.'...... ~ I [~ --0 OFFICE @~ mm. 0:' Ll ct: :::::> ......, (.) A.C. ~1 ~ 4) v_ ~ ~ Wi//L////I/I////I////// /j/l/~ A. C, r------ I /' r, ----1 I ~ONCRElE APRON I I 4" CONc. SLAB ' L I f{..Il04 BARS at ) I I] I .C. I ~ I' , I' i 1 D~MPS~R SMOKING , tl. . L8 x 20. AREA ,- -- :.1--- I - ,-- ~ .....J - ITIE IN~ C TO EXISTING - Q-- C()Nc~mWi'u< '_"'I"-'IJ~I~::--t-I :EJ ,~~' .J \ \ i . ,fu \ \ \BIO - SWALE _a.. tt) S1 ~_ --. -- ,~ - - ..------- S ~- -- - ---:- . . - \ "'" I I CAN 0 p...Y.... . '. ~'" ". . . ~.............. . .., . . - C )NCI tETE W, \lK '- ~ ... : ~. b I b r-... : I j-... C'4 I I -- 00 <? S> ( 10' PARKlt'G ~ C'4 A. C. -,', _ 90'-0" . ... . ~ ~_ (4) PARKING at 22' x 8' 2 ~ 3 _-1 \ -- r - 881KE PARKING I '==- JJ-llJJ. ,1 -0.. . ...J ., CURB '- -Q----o- . P, l ANT IN. c=:a ....--..,. r---. - =0-.. G ' -- g -- -D-- _ N~H:NCE -0=- 4 bl- 9 --.J -G--.~''''---_. ; ~ ....-- o. - -Q. ,.. --9 ..g - '.. 0~~~}:2~~AN ~ NOTE: PAVING HATCH INDICA It.S PAVING DESIGN OF H-20 , ,~ 2' _6tt t PPROVED I- OOP RACK . .' I I ~ .!=_::J c , \. ~" , , " o I .. CD ~~o I ~ ~. 1-~" dio. GALV. STEEL PIPE HEA VY GA. .CHAIN LINK ENeE ~f-~:~J"- b I (0 ~1~x6"x6" PL wi %" dio. AS's '\ -, 3' -- 0" 2' -0" , , # , 10,to" , -; (H)~~4~~G ., tit. .~~ (0 :~~2~~~ " :~ # . .'~' ~.. ..;"""":.'" . ,.., - '. ."~ .~~ ' D~+~ R~"Qhled. .. '.< ~".p. ~. <$~' h"", O;;,;'l,J ADO - 1 ~,f')f:~. . ru: f\ tJ..~ J ~ Aller.- L ~ I-- ~.,.~ .$S ~L.SHAW .~ ~ t-3 l . ~ Eugene, Oregon ~ ~~l4}~~~ Yu mrY o \. <C ~D o ~E\l f \ j\\ ~~!- ...; 0'\ -r ~ y ~(.})\J . A- \Y \ee-.6 'J;~ _~Pd0~~' ''';S-t o 5 \-\e......?L ;'5~'i';..", a::q~ " . KATHRYN ST. · ~ ,eo-. ~ ~ ~ HYDRA~T/: I ~ . -.:it ~ .( " . U2'~~ /.~-~ ' . HYD RANT"i=: lN~~s'rR~ AVE, . - HYDRANT . \ ( ~ . ~ = ~ ~ ....... : ~ 9, ~ ~ ~ ~ ~ < ~ ~ ~ E; < DRAWN BY: - ~ I"'- 0\ ~ ~~ ..~ ~; ~~ ..~ E-4 fI.l(fl ~~ ti~ ~~ ~~ U \0 It) \0 z j ~ ~ E-t t-4 00 DRAFl'DATE: 2/11/08 PROJECrDATE: REVISION DATE: . NOTES: ~J L-. SHEET NO: 10F 16 s o 'l iPICAL FENt.:J:t J Scale: 1/4" = l' - 0" (;;\ WltEEL STOP ~ Scale: 1/4" = l' - 0" Final Submittal..... .. - . . . . , . , " .~ j 4'-8" rB\ :~I~~~ MAP 20'Y # . , . 3" DOWN SPOUT J' . ~CONNECT TO STORM ~I///////////////////////////{!/////////////////////~ / / / / / / / / / / / / / / F / /- ~ / F / ~ / / / / / / / / ~ .t~ N~ # J ~ ~ b I (0 'I. ,.. / / / / / ~ ///////////:/~l 00 I ~ 4" CONCRETE FLOOR SLAB BY.PASS GATES /' ) , -.. -, . { { .2Z -0'" J f. ,.# ,'j @ ~~?!= ~~CLOSlJKE PLAN ELEV. 11 I I I \ .J.; I r~~n~-~I: "t,Pf 1 I , I I I I I I , I I I :, ,.. ...,...., . . . .J I . j .~. J. ;I("'K I CHAINLlN . j GATE : 1 I ..:::. .. r,~; J. ,;;':",:... m . ... 6- N GAL V. STEEL PIPE F\LL COMPLETELY WI CONe. & ROUND TOP WI sMOOTH FINISH - PAINT ALL AROUND. . A.C. OR CONC. P ~NING GRANULAR FILL ~, r+, ;..~~;/ ~:"';:/ :,EI ~ .~, .: ;". =md. ~. ." ....::l-fl cr I ~m:~:'~ ;::.:; 111111 i-J -I ...' . ~ ~ - - ~~':r ~IJ~"'~ {v I ~;:= . '-;"""Jr' I l~r \' . f~ b I ~ fi)\ rJ.<ASH ENCLOSlJKE ~'KONI ~ Scale: 1/8" = l' - 0" '~ 4r-~"" ~,H u_ I ,-', " 1 '1 I"" . , I I I 00 I I , I ~ t I I I I I' I , I I 8' 11'.llAlII I I I' ~ ,I I I I . ~'F' I I , I I "" (~ I I I I I I' I ,I' GRAD:..' I I I I I I I I I I I . I I I I I ,I I I I' I _ ;...J.,..... 1" . .-.-., ~. . - CONCRETE , \ @ ~~~?!= ~~,CLOS~KE E~O ELE~AVEL t EO. j EO., · i, · 2' -0" tv -,~ {- '. ......... .\"'\, ~ i.. ~ . . \' -" ..:. . ADA ,___ SIGNAGE ........., ..L~ .:&. ACCESSIBLE ROUTE MIN. WIDTH 36u ,( ,~ ~ ~. i ... ... o I ... CO .J I ,'. . 'i./1~ 4u 'PAINTED STRIPES ~ VAN . -:;r '. ..'1' ,,; .- .. . . \ .. - . , .... .... '" ... ,'~ ...... ...... .--.. .- ~ ~ .J. ASPHAL T PAVING ~ .. ~ 9'-0:" 8' -0" 9' -0" 9'-0" ;{ .: .:t , , , , o ~~~~~IME~.lIO~SICAL " ,.1 ] 'O=: q.......... ~o::: ~ 'O~ ~5!' t'l0 0::: ~~ ~o::: , KkT.JiR'IN ST. =- - o C; ~ e::::: ..- 0::: oo::t- ~ oo::t- ~ .-J .-J .-J .-J ..- ..- c; o 0::: oo::t- ~ .-J ~ TL 4000 LOR TL 4201 TL 4200 LOR LOR TL 4300 LOR TL 4301 LOR TL 4401 TL ~~OO ~-1,;;. LOR ~...... ~ 'f ~',\' -$ ~ TL 4500 t; ~~ LOR ~~~ ~ TL 4600 LOR TL 4700 TL 4800 TL 4900 TL 5000 TL 5100 ~ Q. \0 ...... r::..:ro ~; rtlcx) ~~ 00. ~.c ......~ rtlC __ t-I rtl .:: 'N Vl:::E Zv O. E~ or-, zo OC U .~ (!1:::E Z .. ~ .!2 ~-g x:::E W , ......~ u...... cS......::: ;:2i OB a:~ Wc >ro 8,:, 0\ .5 N\O ~rtl '-x gtv >N :9-. ~O Ul-o re< 0\ , ~'E (!1ro ;:U g.~ ~C) a::Q. <(::t: ;:E+ ~~ <(0 J...O wU'l E"'" E~ roC ::t:.2l U) O\w NO ~o.. en 'X. bGi" wu) r-,:J ~'8 0..J... ~Q} x:::E e-: 00 :S 0) cr) ~- TL 900 HI EXISTING CONDITIONS FOR A1A vlA 1 < S.E.1 /4 S.E.1 /4 SEC.30, T.17S. R.2 W.,W.M. (TAX lOT 100. 200) SPRINGFIELD, LANE COUNTY, OREGON PVT. JOINT ACC. ESMT. &; 5 YEAR TIME OF TRAVEL VICINITY MAP NTS - .62.00' I R/W ~~, . V) . '~, 40.00' T L-o~11fl ROADWAY I'~'. ~~ly , ~~:' HJ ,.... ~ .i;- ~'~-.:1V 1 ,'''- df \ rf' 30 44 ~i -i:fI :' 10.00' P.u.E.--i/. -l ,,- ,~ ,// k/ (m I ~',~, , /~/ /'/'1 ;- T.'. -10.00 P.U.E. /( ~ Y._ex> , ~ \. :J , 'I' V) . J"'I ~ ~ t5 ... ,~ -)- ~ UJ ....J 0 -. . " ' ' , o::!: q"'l "i -;) UJ ~ ~ l: .:!.- r =_. MAP #17-02-30 44 ~~fil _JJ:, ~, ~ x ~ 0::: ',. ~... UJ~ .-tv, ~ 00 z:; ',Ilt-~ . 0::: 0 (.) UJ rJ< f , 0... .-<(0 / r' / / ,/ -/- -' "\ ////1 - . V /.// / \ ".'j ~\, LOT 7 HI TL 30 MAP #17- 25.00' PUBUC '\ UTILITY/ACCESS .1-~ MAINTENANCE '. - . EASEMENT ,fIJ:,. . 25.00' PUBUC WETLAND MAINTENANCE EASEMENT LOT 10 HI TL 600 MAP #17-02-30 44 LEGEND -- - 10.00' P.U.E. ]~ ,en - ----., --L- UTll- 335.03' LOT 5 HI TL 100 MAP #17-02-30 44 "- I ) -12"W --- " r4-- 2~7~ ~ LLi :::i a.: [WJ @ b o d ...... C$) @ 8"WW - 24 "SD - EXISTING FIRE HYDRANT (C) 40.00' DRIVEWAY 'FOR lOT 4 \ \ ...... o o EXISTING ARE q HYDRANT -0 C [Tl I [QJ * IT] eel ~ LGJ ~~ 36'Xl00' . JOINT ACCESS tASEMENT I -, -.- 20.00' P.u.E. LOT 1 4 " HI ~10 YEAR nME ~ TL 1600 OF TRAVEL IMAP #17-02-32 22 . t LOT 4 HI TL 300 MAP #17-02-31 11 LOT 3 HI TL 200 ,MAP #17-02-31 11 LOT 2 HI TL 100 MAP #17-02-31 11 " HI LOR r-- '--=. - "'- - ~"" J:;- P .U.E. J TL 100 HI -- LOT 1 HI TL 1700 MAP #17-02-32 22 LIJ ::) a.: h o d C'\I -- 10' X 150' PRIVATE RAILROAD SPUR EASEMENT 1 ~ MAP 17-02-32 22 -- - -- -++-H' I I I '+I- . IIIII :II:H+-H+H~ --- PRIVATE RAILROAD _ SPUR EASEMENT -- - ,i--II : : II HI: IJ 11\ :J.! 1 ~ \\\\ \ 111III fTTT-FFr1 : I ~, I - : _ ! I -/-rr / ( II TI: : 1/ ; t- - PACIFIC - TL 200 HI ~ --- -- - -- 1 I TL 200 HI MAP 17-02-31 -- ASSESSORS MAP #17-02-30 44 TAX lOTS 100, 200, 300 & 400 ~ SC4LE: 1 "k 100' 100' o 100' ~ PEl ~ r~f- L. ~ ~ l!e"~~~l"H81.llI!~.es.W;:'lIZl:"I~ ~~~rJ EXISTING UTILITIES (I.E. lV, PHONE, ELE &; GAS) ( EXjST~NG CULVERT - EXiSTING WATER LINE EXISTING WATEER Mtl t:.t< EXISTING WATER VAlVE EXISTING ARE HYDRANT EXISTING WASTEWATER SY::iII:.M EXISTING STORM DRAINAGE SYSTEM EXISTING ClEANOUT EXISTING AREA DRAIN EXISTING CURB INLET EXISTING ~ I ~EEr UGHT EXISTING 1V PEDESTAl EXISTING TELEPHONE PEDESTAl EXISTING ELECTRICAl VAULT EXISTING GAS RISER EXISTING GAS VAlVE EXISTING ~I ~EET TREE HEAVY INDUSTRIAl lOW DENSITY RESIDENTIAl 200' .....,~ I T'I ,-........,''''......-.....-........, .~,~'. ".._~,,--~ , 00 bD 00 ~ ~ 1.11 (~ff..:, 8 ~ ~- ol=::~~gl O.q-~lO~ t'l" "I" t'l CI) 0) ~ .C ~cigJ,~ i7J 0 ~ "C .. ~ c:: ,....: 9 .q- ~ gl (l)UJlO.q-O -'-'lOCI) o~ ...........'0 o~ ~ ..@ CX)o:::o~:::: , ~ 0.. ::r: La.: 0 (/)0... ~ ~ ~ o en . ' I o rn. . ...... ~ ~ o ~ "~~~~ 00 ~ o .. I I ') .. I I · U ~ o Q b.O ~ . ,..... I') 00 .. J ~ ~ ~"""""""'-"'1. ~ o ~ Q) ~ o ~ Q) Q) ~~ ~ ""fo,.;) V) ~ ~ :S ~' 8 o d ~ ~ o~ ~ C\2 ~ Q) ~ t-...':I ~ ..-.....;) Q) .~ ~ .~ ~ ~ ~. r r 8 ...... g} 'Ii ~ ~ ~ .- " .. t'l 0 ..... Z f- u Li.i ~ ~ g o Q.. t :>.: :>.: :>.: N ~ ~ ~ ~ ~ ~ 0 0 0 I.lJ W W W :x: > ~ ~ ~ r.i.i w w W ....1 ;; ;; ;; < u w w w (f) ~ ~ ~ .I,~ "";-w"V~:,..'~~.' - /"(" \.._7(,.......(.~~ :- " ',- ~~~ ;( ( r:!h r--r -;."..,.. - ~.~" ,~ .~ HI' I ~ ?-, I , ,( ~- (^'"' ---a ,.' .J. ) - ~if~~:~\" (',; , TL 500 -.f 'I \~ i ~~ . ~,.~ -- - rJ .. ~ ..' ..... \~., . . .;;Ci , I . /' ~~ "3 '. {'" ~. -~.. . " r~'f ~,.'.. ~. ~,_/ ~ ^S~ <21 _' .. ~r ~ f~r" ~ T ~<v ~,.; , f-@t:b ~ ~. -" \ \ ' ~. ',- I LOT 8 EXlsnNG ARE~ ,t H I HYDRANT " I' TL 400 MAP #17-02-30 44 NOl'~S: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND 41039C1162 F AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN. 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). THE PROPERTY TO THE EAST IS ZONED LOW DENSITY RESIDENTIAL (LOR). ALL REMAINING PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL (HI). 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C3. PRIVATE UTILITIES (WATER, ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM. A LEAD AND TACK AT THE 1/2 DELTA OF THE CURB RETURN AT THE SOUTHWEST CORNER OF 42nd AND E ~ I KEET. ELEVATION = 482.22. 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. 8. SOIL TYPES ON THIS SITE ARE COURTNEY GRAVELY SILTY CLAY LOAM. MALABON URBAN LAND COMPLEX-WELL DRAINED AND OVLEY URBAN LAND COMPLEX-POORLY DRAINED, WITH SLIGHT EROSION FACTOR. r-,,,""-...-wr". -r'---T-'" ~ ~ I . fa I I lii<i,'l i cii ~z I~ ~ ~; t... ~. ~ ~.. ~ ~ ....: ~ I SHEE'l' C~ of 6 :i: a. infO <.?; 0000 MV MU 000. o.c: O.:::t!. NS:: ---- ~ .. M 0" ___N M~ "V (.!). ZU >~ ~g (.!) .~ ==:2.: 0" ~~ (.!)W W~ t:;~ U)~ N ... U(j) "0. ~G -e(1) . -e -IS:: -fO >- - -....; U. 0\ .5 N\O O\M ~ tnX :J:V -eN _"" I ~O -.c: UlU O\~ N<:( 0\ ... M"E -""fO (.!)u ~~ -""(.!) ~a. a:::J: <:(+ ~N ~V <:(0 ~O Win E1U e.., fOS:: :J:~21 (1) o\w NO ~a. (j)'X bai' W(1) ..,::> ~'8 a.~ -:;.-1U X~ EXISTING : 10.00' ~ ~ } P .~E. i t ~ r!J 0 fjJ, fJfJ iiJ fNJ fNJ fl fffl U Ilfj @ [JfJ ~ 'il fffl U iiJ fL {fJ iiJ fffl fZ / /~ ( __ - P;- " ~ 0 477.40 4~T1:5\ / 10.00' : ~ : ~ Ie 3' BREAK IN CURB AC G 475.87 . , -8 ~,,~ 478.48 224- Sf~ FOR DRAINAGE ~ t"'7'\ 6 lYP 600 Lf ~ (~ ~ ~ P.U.E. J. T ~ , AC I / ' ~ ,\'\ , ,0...1' \ , 41~8.12 / 0 f['.16\ _ / ___ AC ~~~~ '\ ~;~~-u I ~X I : _ u U >L.. _ u/~ '~',<~,. w ''"''~--77' u ., l., =-: /' .~ - u \. ~ ")U V ~~~~ (D52l / i I I I I',' ~ / , . . .,. . ~ a: 475.22 ..473.96 I I f[',40 ^ "< -< ,,~ /' / [:I 'AC '\. fl \ ~ / ~I I ',<~,;{ ''-€ ~" / · , .. -< '\' ~ '>',475.79 1 )'I\~I ~47~7.51 / 477.70/ "477.70 Y,>478.3~478.3Y/ / 476.92/~ I \'\. ' 0 475.53Y'i~v... /1~5.56: '\ EX. BW ,/ I I"" \' 1CI" 1@6lYP.AC d9~0>>) 5 lYP. / AC--~ ~ lC/ rgQ\ 7 lYP. h 86 Lf \ 475.53 AC/ I ~ .;t"'fI r'\ \ {~8.45 I I ~ ~ " I 6"r ----------- - ~ t"'7'\ 8 lYP. 0 AC I 474.62/ f \ ~ " ^ <{; ~ 7850 SF 0...1 4n.04, 475.65 I . AC · ~ ...L_ ::XSlING 10,0(' "l~, 478.24 478.36 ~ / ~ '\ I AC/CONC AC \.. / ~;:"fr.3 13, BREAK IN CURB/ I I I' AC \ AC \\ / > , , , " , . ',~ '\. II' (fOR DRAINAGE ^. tJ ~ : I: II::I:"~~ @l40Sf ' - ",4:..;":')~:,;'):"'~;,~~,,~:,'::::,,::.~,:'\'>~,::~-,-:.,:~,>,'.. l ' ~ tJ '; / I I I'~ ~'.':: ' >:.;.-". : 1. ...', >':/< ':'" ': ~'::,._, :',' ,:~' ::'.,~.-,~' ':,':.' .,:"-: :; : ":'" :,: 1005 lYP. ~^' I I' . 0 oct . . . oct "':4 . " . . .6'. " '. A '. : ," '. A" .' A I , . .' '. oct. :' 'oct.. A". . t:s.. .s: A, ". . '" i:1 " ! 478.82 !.:, I: III )~AC ~ \~ IF 475.00/, "l"".' "4",,,-" "A" ".,~,.-' ': ':,,,',,.;. :>>, ':,,::. '_~'::'~,,?"::'~ :..,~~~~:~:: UNL----~75.53~~ -Z475.5::n I I I I 1 I J?l 478.50 CONC ~ 476.06 . ~..:.:..: A:,.' AC CONC AC / I __~ AC . ~ lAC 478.80 '& CONC -2=" ,'. ': '.' ',' J? Lt.J :;'J /" I 1 I I f41\ 1,925 SF I / AC 476.00 "~' .:" . . ~4'. ~ .~.. . i, ~ .:. ~ 55,275 SF ~1475.80 I .475.58:. I ~ ~ CONC 0 . ..." ':"., ~: . 15 1 6 Lt.J1 AC AC 1\ . 1 L . ..',. ,,: A" C)- I 1:- ..1, ' ' '~: '~', ; ,',',." ~476.00 ,/ <.': ~,;" ~ : \' :,;" :,'-,~' ,~" " ~ ciJ:lf(. ~I' I; f.f ...", : . '. '. ,,' 'A . : CONC /' A 0 ~ I 1 I r .fA"...,. '. '.. !~..' ~ ,~:. ~ 475.82 / -,~ " ,'~.... , :~:; ',~'-; .- ,;' " rm~ 6 lYP. / - / I 4n.57 '.. ,:". '::.. A GRATE '4-':'- ~~':".' A : '., i\ ~ I I / ! I \ fAC I "'.,~-':"~,'; "~,, :,,' ',II ',',,:~~':'~:,',::~',: 'A<: .................1 I 3 150 LF/li ' ' ' , ' .. , ,. . ',' , .' ~, ," 476.00 - /, ," V I \ ~~ _~~JI}IIDa~~N~'~,/.:..,~: .;/)' CONC ( ~ ____ ____ / / l.":::~,":~"~";:.~~~'~~ '.~::,: ~~ JYP. ~1~4.78\ ~ il ,d I ;I~~ I i,-'-:~":,",;t,,,'''':'''''', '.475.82 / ~ /~ro ",'>',,;{..:',;,;'~',... /f \ ~ ~~5.02 \11 JAI \ :. I ";. ", :...,,:.. , '.,. : ':, GRATE / ---- - l~,',<:~:,.f'';'-'; ,~':'~';,_~J3IDG~UNE__~___-~1 AC ~ ~-{J ~ '/ 'II-', I I , ,'- 476.00 6{,~gO/,~'-~:,':."'<".,:':'.""475.65 \ 475.607.., 473.41 I I I I : I I/:.:~' :.,..' , ':,& ,,'., ' : CZN 1< :' ~ ,::~..:.- ':'.~:~ :~: AC CONC AtD 48 Lf /'tGRATE \ I C I \ I I I I I ...\...~~.. ' ..:. : ~ :.:' ':,4 ",: '::: : ,\' 475.83/. 475.02 \ \ I' I 'I I 4 8.80 ~~~ ~<:t.~ , ,.., ,., ,.:, '-" ....' :' \AC~. ' AC \ ~~ :~ 0' \I~~ pl II I \' <14 ~ \ \\ ~ \ \ 476.00 1 t~ \ \: \ \ \ \ I I ;/ ..~' , ~~~~/T ~;.~ ,::":: ~:;,~~ ::{::' ~~X ::',~ ~'~ 475.65 fOR DRAINAGE /':,,: . J r'\ \ \ \ \ - ~ --=- ,.-cc__...JL J, \~ I I I I @ , " 478.30 @C ;' ,/; '~"~,', < /AC CONC MANGATEJ " " ~ \ '.' \ \ \\ \ \ :u- r-/478.4SI: III 57 / W:/'" ~8.30 ~;'~I ' @ //~,: \' \~ \. D--\ ~~ \A \ \ ,//Ac I ~~/AC , . ~'476.57 @830Sfl'>'~. \\ \\,'];9 \ \\, y\ ~ 477.47/, ..'..., ~ AC _ \ AC ~ .~" . _ -' ~ 1>.': . '" 5 lYP'0 \ \: :J \ \ ,I I I I I \. SIDEWALK 0.50' @ " · ~ \ __ _ --476------------ .. .. ~/ \ ~ ~ \ \ ~-' \ \\ EXi~\:J \ II, : I 4n.50 \,(/ ABOVE AC GRADE ,/ \ \ti~/A -. 5lYP.@ . ~~T12/~J \\,~ r\ \ /'~\\~\\ ~ , '\\ \: I "ut:GRATE ~ ,~~1~.35 @-2,085 SF\ 1~8.~ i1~8.3~~ /1r.99 ~"1~6.82,,,,::~.~,:J ~ \\~ 0\ ,~~. \ \. ' , \ ,:J \ r, ',',:t',I ~_I ~ /6~~r Y""",,',:' ," , ,:~, '~,'~" :'~ '~"..'; :t:J.. .-,71.::,:' 4": ,',,;,.,',., \:n 1 ~,.~;~1,:L:~,'){:::'~~:;~ ~I~"'\r ,A'~.' ~'3:0~;';:~': ":,i/Y~':; ,", I~l~ 1~7.99/ ~~.l:REAKIN~::/'~; \ / \ \ ~\\ \\\ \ \ ~~\ '~~~ r I t a>" " ~: l!:.t1'-~ .,-!;' "~'" ::II ~ 0 g I /'FOR DRAINAGE \ / 'l ~ \ i :J ~ ' . - :A. 'o~' 4....1K.t;: ". .. 478.24..; r ~ 1'". " '. \~. ..., ~ ~:.A CONC ' . . , . ~ . . .' . '""- .....,... GRATE 478.14 t- ~ fl;- ~'O / ~~ '\:~ '- " ~ ~o ---=--- - AC/ -Q '-.M... " /' ,~'~<y "-... ~ ," O'~ ~g~ .--- --- -- .~ - ~ -- ~ ~- \ ~ /' ~', "-... '\.."A "-... '\, '~'" I.&j ...-..- ::; / - - ~ .--- .",....... - '\.. "-..... y ','\.. "'- '\, '" /'/ ~ ~ -- .L ---- -;/ ~"''\, /' ~ - - / "-", "'- , / -- - ~ "" ~ ':: /' ~ ~" j is / I - 60 Jil, I I / I (:7l \ I I' ~ "- ',~ / 1/ ~- - c v> <140 b o <O~ ~~ :z - j::a::: (/)0 i:i (71 (~) '---'- , I . I I ,;- t.) ~~ ~ lB e 5 (/) Q.. C) C) :z :z t;; t;; i:i ~ 01 3' BREAK IN CURB FOR DRAINAGE I 1/ I <:::::) ~ I a... -0<, ~ 'y-;:t C) f5 z e - (/) t;; - C) x Z I.&J j:: (/) X (=)LU . ~ ~ ~C@ c Cl \ ,:) ~ co 12"SD 475.12 ~~EX. BW ~'-r (~) '-....<- . " ....' .:' ~,: A :. . .' Ao' A. '. . ..0;": . . '. A."', : ~ , '4 .0 '. " .!, '. '.' ~ ';4 , ... ':A \ L ". .. .. Ao . _ . --..z!!!' _ 478.45 ~ ~ ~--- ~- '''- .; .; .; .; .; .; .; .; .; .; .; .; @ 1,335 SF 098 LF " ~ SCALE: 1"=20' 20' 0 20' 40' ~ Bl1!!i'.R ~. ,. ~'"""1 1 ~I .'...- '1 I ~. ~ ~1i~~ GENE.KAL NO'rES: 1. LOCATION OF UTIlITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE SERVICING UTIlITIES FIELD LOCATE UTIlITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FOLLOW AlL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ONE CAlL PHONE NUMBER 1-800-332-2344. 2. CONSTRUCTION OF AlL PRIVATE SEWERS SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER AND MANHOLE 1t.:>uNG SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING SPECIALlY CODES AND THE LOCAL AUTHORIlY. 3. THE CONTRACTOR SHALL OVEREXCAVATE AlL AROO WHERE SUBBASE COMPACTION DOES NOT MEET THE REQUIRED STANDARD SPECIFICATIONS, AS Dr:Ir:RMINED BY FIELD INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6- BELOW SUBGRADE, LAY APPROVED GEult.XI1LE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT ENGINEER. 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL. STATE AND LOCAL AUTHORmES. 5. WHERE CONNECTING TO AN EXISIlNG PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING PIPE AND AlLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ElEVATION PRIOR TO LAYING NEW PIPE. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPlEMENTED. 7. THE CONTRACTOR SHAlL EMPLOY CON::> I KUCTlON PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTMTY. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAl QUAlITY NATIONAl POLLUTION DISCHARGE EUMINATlON SYSTEM PERMIT. PURSUANT TO ORS 468.740 AND THE FEDERAL ClEAN WATER ACT. 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0010 TO 952-001-0090, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR HAND-EXPOSE (POT-HOLE) UNDERGROUND FACIlITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 9. PROVIDE DUST CONTROL AT AlL TIMES. 0- -.-CONSn~{lCTION NOll,S 1. CONsT 16!!~~RTICAL CURB. 2. CONST MONOLITHIC CURB. 3. CONST EXTRUDED CURB. 4. CONST WHEEL STOP. 15. CONST 4. AC ON 12. CRUSHED ROCK WITH FABRIC UNDER ROADWAY (UNQ GTF OR EQUIVALENT.) 40. CONST 4. CONCRr:1 t OVER 1. CRUSHED ROCK. 41. CONST 6. CONCRtlr: OVER 1. CRUSHED ROCK. 44. CONST RECEPTACLE ENCLOSURE. REFER TO ARCHITECTURAL PlANS. 57. CONST ADA COMPUANT ACCESS RAMP. 60. CONST RETAINING WALL PER GEO- TECH DETAIL 90. PAINT 4. WIDE STRIPE iRAFFlc WHITE'. 91. PAINT 4. WIDE STRIPE IRAFFlc YELLOW,. NOl',g: MATERIAL SUITABLE FOR STRUCTURAl ALL SHALL BE PLACED UNDER BUILDING AND COMPACTED PER GEO-TECH REPORT. LEGEND OHE, EXISTING OVER HEAD ELECTRIC UTlL' EXISTING UTILITIES (I.E. TV, PHONE, ELE, GAS) 12"W EXISTING WATER UNE Q9 EXISTING WATER VALVE @ 8'WW . EXISTING Wk>lt\YATER S'~ltM @ EXISTING CLEANOUT @ 24.SD. EXISTING STORM DRAINAGE S't~II:.M II PROPOSED CATCH BASIN @ PROPOSED AREA DRAIN C EXISTING CURB INLET ~ EXISTING STREET UGHT IT] EXISTING TV PEDESTAL [f] EXISTING TELEPHONE PEDESTAL [><j EXISTING ELE~I KICAL VAULT ~ EXISTING GAS RISER EXISTING STREET TREE ~-_.._-- A tIl ~ b.O rn 0 ~ $-I >-:. or-f CD CD ~ CD > ::J ~ ~ tIl 0 So ::J S~oo. Q~~ ~ ~ o r:n " I o r:n . ....... ~ ~ o i>! ........ ,,0 E g~~:68 """ 0)1 "" en 0) t") .C Lt.J ""I~ t=o=:gLO~ ~o ~'"'C .. ......... c: r;9~~g (/)Lt.JLO"'I:t-O -..........LOcn o ~ 0...........0 o~ ~ ..@ coo::o~~ , I"") Q.. :I: L.&.: 0 (/)0.. ~ nJ~~ ~,m~ ~Ufl'I,\i~IIlj,n~IITiII J i' m;g:~aot<'Il'!~!. J, . ~~",,",i~:I\Ll;~,WiJJI'''"'~~~\''<l'IiliJ(j''.i~~~~~Jib.~,~'~41~~~..,.tt~~~ ~ cd . f ~ bI) ~ . ....-I >- cd ~ --.........-. bI) ~ · r-I . . . U oj ~ C-' (j) . I ") . ....-I rn r"" ~~_,~' ~.. ~-~ J r ~ ~ r~: ~ I ~ z .~ ,. ~ 't ~ ~ ~ o ~ (,\) ~ <::) ~ <.\) <.\) ~~ V) ~ t3 :S ~ o t3 ~ ~ O~ ""' C\1 ""' ~ ~ ~ o l) (,\) ~ ~ '"tf ~ (,\) .~ ~ .~ ~ ~ ~ ~ ~ .~ U ;'~ >: >: >: N ~ a:l a:l a:l iE " 0 0 0 0 IJ.1 W W W ::x: > ~ ~ ~ r.i.i w Li1 Li1 ...l > > > <c < u w w w 0 (f) cc.: cc.: cc.: u ~. -1-" if ]llr,rr""~ fT t cr- I i t 0- t ~ ~ ~ ~ ~ ~! SH~Er 1 ' C2 of 6 j liS / "'(0 ~~ ..,..CO ~~ COo. c:1.s:: ("t")~ COC 0- o .:: NN --:E "I"'f..,.. ("t"). --U ("t")e.. Z'" ::sg 0..(0 c:~ :JCd ~:c :Jw w::E ~~ V)"I"'f ("t") ... UCiJ ...0. ~B "000 . "0 ..JC :;:.!2 -........ u. 0\ .5 N\O m("t") Cix ~..,.. "ON -- I ~O -.s:: V)u 0\'- N<( 0\ ... ("t")"O -- '- (.!)ro s:u O~ SZC1 cx:o.. <(:J: ::E+ ~Q! <(0 ,-0 WLn Elj E'" roC :J:.2' 00 o\w NO ~o.. fi):r. baj woo ,.,:J 0\0 cx:e 0...., ,,:,,:W X:E '" .; I ,..... ,..... l 11 '-- ."i.J / '/ o y> ~O STORM DRAINAGE STRUCTURE TABLE ..: .; .; I I ..... .-' ~ -r~ ~ ~ /1 t; .q- / j~ ...... ~ \ ~ ~ \. I :t-r --r -u I J , h J I . - I ) / I I I ..... 0) ...... !2 ...... ...... .... .q- .q- --- - ( I , 10.00' ~ P.U.E. 6'\ EXISTING ARE H'mRANT 187' FROM PRO.PEiirY UNE. REFER TO SlifET C1 \ '- / / / o 00 00 .q- ...... ~13@ u :i~ t I : U yl @^ g~ ~~!:;:I-. <:::)o:-o..-c:[' -"q"~~ ~kJ~ .. ~~ei ~~~Q;: ~9:: ~Q;: ..-- --- CB #1 6" FL OUT=474.32 GRATE=475.82 ST CO #1 10" FL OUT=474.19 RIM ELEV.=477.68 u u I . )(1 \r /' \ ' 1\' ~ I~ I~ : I r I 1 I J -' I /' (7.1 CB 62 6" FL OUT=474.32 GRATE=475.82 ST CO #2 10" Fl OUT =473.69 RIM ELEV.=4n.5~ _ 1, ,_ I, (~) "'--"- ~.. ~! \ \ \ \ {:) \ ~ ~ ~ ~ .- 0 I U; / ~ /3@ I ~ / r~) - ST CO 67 12- Fl OUT =472.17 RIM ELEV.=475.64 CB #3 6" FL OUT=475.70 GRATE=477.20 ST CO #3 12" FL OUT =473.19 RIM ELEV.=477.94 0- 17 lJ o :- o '" ',~' -n J ./ /c- o ~ 00 CB #4 6" FL OUT=476.00 GRATE=477.50 ST CO #4 12" FL OUT=472.69 RIM ELEV.=478.15 ,~-~ is c U;' C> :z t3 {=r . ~ ~ ST CO #5 12" FL OUT=472.19 RIM ELEV.=477.29 CB #5 6- FL OUT =476.12 GRATE=477.62 I I - J' <::::) ~ CB #6 6" FL OUT =473.22 GRATE=474.83 ST CO #6 12- FL OUT =472.10 RIM ElEV.=475.29 34 LF @- I I - ~ /.................. ~ l:} - CB 67 6" Fl OUT=4472.85 GRATE=474.83 CB #8 6" FL OUT=473.35 GRATE=474.85 ST CO #8 12- FL OUT=472.26 RIM ELEV.=475.64 WAS"i~nATE.K STRUCTURE TABLE ~ 00 WW co #1 6- FL OUT {E)=472.30 RIM ElEV.=475.82 WW CO #7 4- FL OUT {E)=471.11 RIM ELEV.=478.51 ~~I 12"SD (=) WW CO #2 6" FL OUT (NE)=469.30 RIM ELEV.=475.25 ww CO 68 4- FL OUT (E)=473.60 RIM ELEV.=478.51 ;/ / ')i. I .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; .; AD #1 12" FL OUT =470.92 GRATE=472.42 AD 62 12" FL IN=47'l.6:1: 12" FL OUT=471.6:1: GRATE=473.13 AD #3 80 FL OUT=473.37 GRATE=475.04 LEGEND .OHE .UTlL .UTlL '12'W .2"W ~ ,8-""" -- . --- ~ ............ 209. 230. 250. 279. 280. 405. 413. 414. 444. 450. 4n. 478. 479. 480. 481. 490. 491. 500. 501. 510. 520. 530. 531. 540. ~ C) II . @ @ II . !a ~ OJ [fJ 1><] ~ "\ J.. SCALE: '''=20' 20' 20' 40' o ~~_"'N"..,u_mll!!"sm.l - ~"""""'.''''''''4 CONSTRUCTION NOTES CONNECT TO EXISTING STUB. CONST TRASH DRAIN AS PER DETAIL REFER TO SHEET C5. CONST STD. ClEANOUT WITH CAST IRON LID. CONST 40 PVC WA:> I t:.\YAII:.K PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 6- PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST AREA DRAIN AS PER DETAIL REFER TO SHEET C5. CONST DUAL CHAMBER CATCH BASIN WITH FOSSIL ALTER INSERT AS PER DETAIL REFER TO SHt.1:.1 C5. CONST DUAL CHAMBER CATCH BASIN AS PER DETAIL REFER TO SHEET C5. CONST BIO SWALE AS PER DETAIL REFER TO SHEET C6. CONST 3- ROUND ROCK SPlASH PAD. INSTAlL 6" WIDE TRENCH GRATE. CONST 6" STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 8- STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 10- STORM DRAIN PIPE. ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 120 STORM DRAIN PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 10" QUARTER TURN BUIII:.RFLY VALVE. CONST 12" QUAt<'I:.R TURN BU"I:.RFLY VALVE. CONST 2- PVC SCHEDULE 40 WATER' UNE. CONST 6- C900 ARE LINE. CONST 1 1/20 WATER MI:.'I:.K. CONST 60 DOUBLE CHECK AS PER DETAIL REFER TO SHEET C6. CONST 6" GATE VALVE FLG X MJ WITH RETAINER GlANDS. CONST 12- MJ X 6" FLG X 12" MJ TEE WITH RETAINER GlANDS. CONST FIRE HYDRANT WITH RETAINER GLANDS AS PER S.U.B. STD. , , EXISTING OVER HfAD ELECTRIC EXISTING UTILITIES (J.E. lV. PHONE, ELE, GAS) PROPOSED UTlLmES (I.E. lV. PHONE, ELE. GAS) EXISTING WATER LINE PROPOSED WAII:.t< UNE PROPOSED WA'tt< MI:.II:.R PROPOSED ARE HYDRANT EXISTING WATER VALVE EXISTING WI\:> II:.\YATER SY~ II:.M EXISTING CLEANOUT , PROPOSED WASTfWATER SYSTEM EXISTING STORM DRAINAGE SYSTEM PROPOSED STORM DRAINAGE SYSTEM PROPOSED CATCH BASIN PROPOSED AREA DRAIN EXISTING CURB INLET EXISTING STREET UGHT EXISTING 1V PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELE~IKICAL VAULT EXISTING GAS RISER EXISTING STREET TREE A '4"".----.~ 00 ~ .S ~ ~ ~ (I) (I) .-t (I) :>- ~ ~.~ ~ ~ ~ ~~w (1/( '(( 8 ~ ~ ,(, - ......0 E O~~~8 ~...... 0). ::Q en wO) N 7.E ...... . 0 to c" ::>~~ClOE en _ .q- "'C ....... c: ....: 0 .q- - c eni:i:itO~g i:i:'-"tl)W (3 c> .. '-""0 03:; ~ ..~ ooa::o~....., , ~ a. ::I: La..: 0 ena. ~ ~ ~ o rn. . I 10 . rn. . ...... ~ ~ o ~ @ I u~u/ '- \, '" ~? 1-' I "\ I I I " ,~ '-.. "--- ~ ,/ / " J I \ I : I I I @100 LF ' , ~ co #7~ I J ~ -- fiq LF S=2.50% \ / ~ ~ / \ ~ @STCO#8\Yioo (~~) ,)~2.50% '!::.V ~ -- c i I : ~ : I : I : WW CO #8@ @CB #8~~ ~,: ~"~:~~~~~%;\~~~,:~:,,.~.-~~:-,~,8%.~ I I I I / @", , ~',,: A: :",~::: 1.'~ '". >- :;'~,.\~~, ~:;, ,,-'.,;',::, ,'.- ",~:"" ,\';':~~ ,:~""~(': : " I ,. . 4 .' ..' .4. . -6 ~ '" " , , .IS' 'tl 4. I 4 , I @23 LF S=2.00%'Olp~,' "h.!,", ",'" ~110 LF S=500% '" J I ~....,,-;; , ;t,' '~ · y I \ II ,I"j,' @wwco~;P~~ :,:~;r: @24LF I~~~~x@ ~~ I 1I,t.( ", ,,', .' '. 6. Fl=~21i6'l: /,,' :',' ::' ':,~ \-'~' ,,2-2"W' ~? . (I 1 'I ' , 1 . {'''> ',:~..t~, <~, /~ _ CB #18 7-' - " ,." ,',: '\' ~'UTlL & . "(j / ',' " . ',' '. , @ 18 LF~2.00% /", .. ',.'~~~: ,,:" :'~: i', ::.\ 170 LF /477-7 ~ / I \ I · . '" 'A . '" IS. . / [' .~ . ' . .: . ~" : '~. .:~ . 5 I ::'::~," <t'.:.J'5"'~ ~~ ~ // ",~,':i.':~"'.;':~::":':~"'~CB#6 'I I . d ,= I \ I II I~~r',. :~'~.o:,:~ ',...~.:~ ~ ~ /. , - :e..: "'. : :" ~ ( _ I ._"__-:1 \ I I I I I 'I."', ....;: -. .:. .... 4~ . .... ."-, CB Jl2' 0 ::... :~,,! :',' ":., .-:. ,~, ~~ ", ',' " \ " \ ~~~o~AD ~... 10, I ",...;,:. ..~ '.' A..A..., .-" 1t 14 '-- ~ tC\'O ~'. '.. ..'" .... , '.4 . ""' .- I , " It.. .A. .' ..' . . , ... ".-- ~ ~ . -.J I' \ I " 4 " .."'..... A:~,. '" _ / ' / ' ":' '-':-,' ~~~" ',~'.., ~" ';,,' 1\........... { ......... . ..' '1 I . . .' r ' '. .: .4: .'. A. ~ .A' .. 1* ~' ' J r475 -- , ~ WW CO 63 TO #1 ...\. ~ ./, _ _ 6" FL OUT (N)=470.58 4- FL OUT (SE)=474.93 ~~." f , RIM ELEV.=477.35 GRATE=478.10 t (~ ;' I :...----1~3 LF @ ~~ (~' '~ '~>'" ,:>:"~', -,.: ~~~ 1 \) \ o~ ww co #4 TO #2 I:~ I II III r-f -- ' /,' /L - , r. ->~~~'~:~'~:"'L:'>": .\:, ~tJ~~ 416_~ r ., , \\ i: 0 \, ~;M~~lit2i{2.58 ~~~=~%.~~E)=474.93 R'O \~b ~ \ 0.. ~ ~ \ \' V:::C>0t: (E)=472.78 ~'tc OUT (SE)=474.85 l~:: ~.:,<",:<:;',~',?,~ ':, \ N ~ \ \\ RIM ElEV.=478.51 RIM ELEV.=478.24 .. ~. ~ \ \ WW CO #6 : r:::~~":><~,'~::',./, ,< WW. ~ ~;M ~Jv~4~~;;468.60 : ~ I \ \ \ \ \ I ~ 1IllI/.. /,:, 100 LF S=0.50%@ ~.",: ~".~ ~".',,: '~',~ ". .'A. (',,' @-_~,., ....~, :~ ~- ' ~ -\- ~ \ \\\. : \ '\@:.IF J/ r-~j t ,:~", ..,,':', -",,'. ':,",i@84LFS=2.50% @11LF S=0.50%.d:~ :::') I ~ II. _ ,WW MH 11054 --=~~-~1JJ I~ I ~ : I>~ ",:,4 ~~: '~" " 6~------:1""~'/ - --. - h \\ \ Q~7~\~ \ \\\ :~MFl~{~)::66.04 \ :t1'-- I ~ : \ ~ \ ( -:',' l~"~" ~ ;,~, ~',. ,10. A.=474.20 ':: ~:, \~ \ \~I~ .' I \ ST ~ \ :: ~ ~~S(J>::::5~~ \ ~ I I !Ii \ ,! '...'.~.l..' . @WWCO#2 @AD ~"":"" '\ \\ \_,\1S~ ~ \ ':.j I I ~ \ :'.1 , ~ '- - \ --'( \ 12. Fl= SO MH 11152 ::J.\ \:\ ~ \ I I II - \ \~ \ I,' I,' I; \ ,; >~ ~". @~ LF S=2'00%~~ ~ \ 1>. 0) y I CP; ; \ )( 478 ~ / \~' "~ ~v --:"':~J-- \ \ 1~.\ \ / \ \ \\ ~ \ I \ ' ,~ 100 IF S=2.00%~ ~ 25 LF S=1.00% @ !=f/// -::Al "'-- ---- \ \ \\ \ \ '" A\ ~ \ ~l I I ': \ I /; l~O\, I. , ' . \[!J.J J\ 'Of- , ~..",;, / ~ ' : --.- R~ r, : ~ z '" ! ,:', ," '..'~', ~ J \ ~ ~ \ ~,\)4Y \ \ ~ '\ \ WW MH 11055 11 -',' ~ " ,... :, .. ~,',; " 250 , -...... / fif'" 250 / / ,I 250 ' \ \ \ RIM ELEV=474.31 \: I ~ ~,':~:,"',f.~".".: ':,~:',',.-,' ~ 4"WW / I 6"WW 0/ / 450 [J \ ~~ '\\~ ~\ ~'\\. ~D 8""",Fl OUT (NW)=466.65 Ii'n .6"WW ;;J :A. '.~'4-1 ':, . ~OO IF S=0.50%@ I ~36 LF @@"\'" " "~ ~24.S0 , , I " :';' ,.. '- ~ ST CO #4 @ 491" )/J \ ~ ~230 TO 1 .~ :,> .. ...:4 ': ',~' : ,"- 1205T___ , =-(" /. I 100 LF S=0.50%~ 48 LF S=0.50% @'\.Ur / H~ \ \ \ \; · ~ C '12.ST ~ \. ",:~.:: .",.6., -r-. - II 6-- ,::-r---< 1LJ ~ :J g: ~ \ \ ~ . " . : ' :.L:: - ---- - _ ",' - ~.. i..v~".', ;," I '-12.sr I D-L2-U i~ '\ \ " ~ ~ ~ ~ ~ - --......' . .,.~~....,' :.~'..'.:. . -, 0 ....1 ~\ \ " , ~ "'~ ~ __ ',' .1>.: .AI>.... --.-. " - - , J .~, _.- ! r:---.. ~ ~. ~ -~ ....~ ~:5~0%@ -- ~-=- _~ _ _ / .. L .-::::P- ~ 12.0UTlET=471.69@ / ~ ~ '" \ ~ ~ " ~ "" ~ ___' - - --~ _ _ t _@ST_ CO_/J5 ~; _ - ~ /' ,\).~~. '" '" ~ "''' 6>". ,* --- t,J - ~ =- - '>- ./ ~'" '" ~ "''' '~ ~ ./ ------ ~ - - / --.__~ - -' ~ - ~ ~, - , "" ,,7 ,"" """ ~ \ 'f //'./ ~ - -L---- _ - ~~ ~~~" ~ EXISTING ARE HYDRANT /- - ~ ~ ~ " 119' FROM PROPI:.K,f /' ",,~ ~ " LINE. REFER TO SHI:.I:.I / . ~, C1 / ______ ./ "" ~ "",' ~ r.<<.it'\!l!!"II!I'lilIi.'! 'l\'fl.,."....~ ... "-\~'I.II1!ll\Iitll~"~1~' I ~~~!li~ ~ ~ = co ,-~ CI) -.. w IZc':l LU , ,~o~~~ - ~ Q.. " ~~~Y ~ ~ r'~lo,.II:IoW'f~M$~~UN..I6.'i"llt.l _ ~;Jl .u~r,P.ill......!Ij,t"~~'~~~ ~ ~ ~ ~ ~ ~~ ~V)~ I ') ..c: <:j ~. I ~ ~ .ji <:::> <:j :..,J ~ ~ <J) a'~ J ") "'" -. I t\l 00"", ~ o b) Q) ~ <::) ~ ~ ~ o U Q) a ~ 'l5 ~ Q) .~ ~ .~ ~ ~ ~ ~ ~ .~ t.j r- t 0) II ...... ~ = ~ t') ..... 1 "'::t::I:!~.,.!.'"'\.i/r~.... C N .....- .....- ~ 0 .....- Z E- ~ ~ ~ UJ UJ LtJ >>>0< UJ UJ UJ ex:: 0::: ex:: u ~"T"JH' r ~ ::E ~ - en !:: :::! 0::: W a.. tii <l z z (jj . 8 c;: Z co co ~ ~~ > ~t') IiJ cG .... ~ " .. -1 '.. -'-I .. SHEE'l ' C3 of 6 :E a.. N III eX) ~tO M; ~CO O"b ~c. T"'f.J:: ~~ Me ,- Z .:: ::)N o..:E V ....U Zo.. w ..., :Eo we ~ .~ z:E <(co :E .- "t:J :EQ) a::E g~ UlT"'f ~~ '0. ~B -q{!J ....Ie - to >- -- Us:: 0\ ._ N\!) ~M "-x c:nv 3:N :9-, ~O -.J:: U')u O\~ N<( 0\ ' ~'E C)tO SU ON ..-....1 ~C) a: a.. <(:::I: :E+ ~~ <(0 ~o Q)1ll E1U E"" tOe :::1:.2' 00 O\Q) NO 0\0.. ~:z: ~~ woo ...,::> ~'8 o..l:; "-Q) X:E I: .- .; /. .; .; ~' \..: ...J-- / ~-:J :l- :J *J -J I 'I ,. ,.~"'~~!~<tl!.lIilIfM~~ r f A Area A 5,917 SF ,./' /- c en ~o 00 ~ bl) 00 0 ~ ::..c ~ ~ 1.1 j (\~ 8 r;il ~ { (., - ~ :J . -= "'" Swale A 10.00' P.U.E. (~) , '---"- r , u , 'u 12-SD' (~) ............... u , U 0(3 ~ o 00 , I <::> 00 · ,..-t ~ ~ o ~ e.J o ~ I~ ,,-0 E 01'0>"'8 0.q-S;~0 N "- I ",._ O)NIt: ;~o.g:g~ , ..... v "'C v I ...-- e .. ...- ...-- c ""':9v.-c en!:fe;1;~ o ~ ...........0 Z I.I.J .. @ o-zx...... oo~o~o , "'5>6:-- ~ ~ 00 II '~lIllllllll!l!i1i"'_'."'li>l~~ "~i"'! STORM DRAINAGE STRUCTURE TABLE AD #1 ST CO 61 12. Fl OUT=470.92 10. Fl OUT=474.19 GRATE=472.42 RIM ELEV.=477.68 ST CO #8 ~.- :;... , ','" , " , '. ., '-:- ~ ,:, ,. :, .;..", " .. , ,.', '/ ,.'.. >.- " "" , " ' , .' {:> , ~::'~ ,', ' : ~ ,~:-.: :<, ,~>, ,;, ~~'<, ':'::~':,<, ,"~:'~,<" ..\':":'~:' ,',~.(:> :.. J>. .. :. " " ~, , , .. <'.., '6".sr.., , A' , ..., '.,,;'IfIB':. ". " ."," '.' ..', <: '. '" : ::.-.~: '<~ "': <.'; ~ ..~4,: :~ ~ : ::.:::' ,:: :-.-'~.~ ~~ ',> :~ ' ,~:' :~,,',:;:.. ,k \: "~~,',:.- ~ _ ' ," '< ',,' <" ~'" . '''. -,/'.', 'LC____ .:-:; -':'4.. .' " ",: "..' ': ':...., A' , ;" .~':>:: ~.,~, ~~:~: .t-J ;::=;: N-[iJ .- C en =(!) -z ~i= - (J) ~~ ! ~) AD #2 12- FL IN=471.6:1: 12- FL OUT=471.6:1: GRATE=473.13 AD #3 8ft FL OUT =473.37 GRATE='475.04 SCAlE: 1 '==20' 20' 40' 20' 0 ~.,,,,,,,... ""l r-t-~.",,,~ ,~..~ is c en. (!) :z ~ ( ~ )?S """-*'- . ~ ~ <:;::) ~ CB #1 6" FL OUT=474.32 GRATE=475.82 ST CO #2 10" Fl OUT=473.69 RIM ELEV.=4n.54 ST CO #3 12ft Fl OUT =473.19 RIM ELEV.=477.94 ST CO #4 12- FL OUT=472.69 RIM ELEV.=478.15 ST CO #5 12ft Fl OUT =472.19 RIM ELEV.=4n.29 ST CO #6 12" FL OUT =472.10 RIM ElEV.=475.29 ST CO #7 12ft FL OUT =472.17 RIM ELEV.=475.64 ST CO #8 12- FL OUT =472.26 RIM ELEV.=475.64 Gl C) CB #2 6- FL OUT=474.32 GRATE=475.82 CB #3 6- FLOUT =475.70 GRATE=477.20 CB #4 6- FL OUT =476.00 GRATE=4n.50 CB #5 6" FL OUT =476.12 GRATE=477.62 CB #6 6- FLOUT =473.22 GRATE=474.83 CB #7 6ft Fl OUT=4472.85 GRATE=474.83 CB #8 6ft FL OUT =473.35 GRATE=474.85 [] <C~ ~~ ~4 ""~~ ~f},f}, ~'\.' f},~' .. . .. . .. ": . ':~. ~ ", ;i. ~ :. , .: " ~ ~ ~. .: ~ " " . ~: . " .: ~ 4 ':.'. A' " : "4~ Area D ~ ,', ~'" ~: ',,' ,A ,:,.,.' ..',' CB #6 15 971 SF ~ :' " A.. .,', :~:: ',,~..;.--' :'.~ III · :~~,,:,: :~' ..',;",' ):"::; Area F ~ ..,~,","::..>:<.., ",; ,~.. 1.540 SF '~7 AD #2 "~ ,.4" ' , C~? " ' '.,' :,:, ~', 'A,~: " Swale _ . ' .,'" "~,' '~ ' .- l1li . '. .,'.. ..~ ' , .' " i. ' , , '~"" IIII.~ ~": ~:~~> '~~~__IIII!lIIIII_________. l1li l1li l1li -u ' N'~-,~!IIIII ~' , , ,". I@ 51" , A ... ,:'~ '. ' .. \l II ~ ", , " I I: "~.*' A,: 4' ~::"?>::' <<A:~ :.. .. .. '&. .. ,: . .4, ,A" 'L:J,,' ' . ~, . . , 4. .. " ',' 4, ": ," .1)RmNAGE BASIN AjlEAS ARfA A = 5.917 SF to SWAlE A AREA B = 26.810 SF to SWAlE B AREA C = 2,433 SF to SWAlE C AREA 0 = 15.971 SF AREA E = 15.347 SF to SWALE A AREA F = 1.540 SF to SWAlE C BUILDING AREA = 24.922 SF to SWAlE A TOTAl DRAINAGE AREA = 92.940 SF W INTO BIO SWAlES PRIOR AlTHOUGH AREAS E AND F FLO M THEY DO NOT MEET THE TO E~Il:KING THE PIPED ~~. REQUIREMENT AND ARE NOT CONTACT TlWMITHE INORTH~Oi'oT~ TREATED AREA. COUNTED AREA I KtATED BY SWAlES = 60.082 SF % TREATED BY SWAlES = 64.7 % 01 N "- 0') ~ ~ ~ -- ..... ^ [J [J r1 cd . J ~~ "I*) Q) ~ Q) Q) -t; ~ V) Q) ~ b.O~ oj c ~ ~ ~ ~~ S ~ ~ o . I *) r:n ~ 00 "d ;AI ~/E I 0.. k~ '/ /-r 0'\ ~ \\ \ \. ~ ~\\\ ~ \ \ ~\, \ \ \ \ \ \\ \ ~ o~ ~% , ~~ ~~cn \ 0 i\ C? g~ ~~'-'- (;;5(.3~~ .-. '"" ~ 0' ..>< ~ ~ e5 ~~~~ ~g:: "")~ \\ ; 4 0\ I. ---...... '., ..,\.., \\ ~ "- \. , -;.k-< -',,' , c -\-- \ \ \ ^ '~. / \ Q \ 11 LF S=0.50%. -i~' / \ \ ~~ ~ ~\ .'\ ST 10- Fl=474.20 ,:. ::: ~ '\ ?-s<;) AD ~!~w ,~ \ ~ \ \70.8:1: \ \ . ~ ':.-: \~~ \ \ ~ \ ~\ \ ':;',~:, \ \ ~lr\ \ // \~\\ :->IJ \ 0\~\~9)' \ \ ~ \\~~~\\ \\\~ \~\~ \\ '~ \ \ ~\" ~ " \ \ ~ \ \, \ ~' \ \ ~ ~ ~ \. , ~~ '. \\: \\ " " \ ' ~ ;~ "" \ \~ \ \ " ww ~ " "" "" ~ x~' ~ \~"" ,,\0. " "";:, ~ / <::>~ ~"" ~ \ , ~ "-...... ~.. / / ,~~y ~ ~, "" \,~ \ '~ , ~ ' /' " ",/"" " , ~ ----=-- - - . ~ ~"" ~ -- / "'" ~ " - -..... "'" - - - - -, - -?- ----... ~ "'" / """ "'" / "" ~ '-, / A i{: ':' , ":\' <.> ~", i +~:a' . '. . ,. A'.' \ ' 0,." '.. A'.: ~- :-:. . . ~',. ' t: : ..;::' ",~': ,'~l ',: "~', ' ~-~ . A .~, '. , . 1 ~:': ' : ':~':' ..,,:.. '" ~,: >,. L Area E ~., '-,' "'A,,~,,, ,,.':' ..~, 7 SF ' 4 A " , 15,34 ""~,":,-=:.",:,~>,,.-: ':: , . . , } E ~ Area B 26,810 SF . 1 ,; r -- ,.. ,. J C N *J SO MH 11!>2. RIM ElEV=474.67 12- FlIN (SW)=470.27 24-Fl IN (NW)=470.15 30ltFl OUT (SE)=470.10 ....... ~ II -J -J I~I 1_ .~ I~I I~~ I.' ~ ~ ~ <t: ~ ~ o 0.. \11 J- ., .. ~ >-- >- 0) ~..O) 0) ~ t: 0 0 0 ~ w> UJ l.L1 l.L1 ... ~ ~ ~ UJ ~ ~ - - :; ~ > > W 0 ~ ~ ~ u SH~E' 1 ~ C4 of 6 ~J (iJ1.c.i [gK ~rp ~~ g ai :::;) U) !:: :::! 0::: W 0- I U)~~ I Z ~ ~ }l 0 ........ "- . ~ ~~ i ~ . --==0.. " ~ ..; ..; .; ..; " ..; .; ..; .; .; ..; .; .; " .; ..; .; ..; .; ..; " ..; .; ..; .; .; ..; ..; .; .; -;lJ- :.=Cl-- n- ---fb-n --.M_-o I / -- --::::l:J. ---r"1...-_. -:C1-,. --(l -n. - - - - - - - . , - - -- -- - f _ W ::i 0: b (:) c:) ~ -- ...... 1/1 _ _ _ --- ---.: 12- OUTlET=471.69 Swale 0 I --- --- ----- / / / / -- - " -- -. ~ ~ o ~ Q) ~ o ~ ~ t3 ~ t3 ~ ~ ~ ~ ~ o l:> Q) ~ ~ "" '"d ~ Q) .~ 1;; .~ ~ ~ ~ ~ ~ .~ tJ .' "",,10. .~'~~Win:UW~J~~~ ..._, A "~-'-"""""'--r~""'~""II<<<""'~"""', 3/4" RADIUS, TYP. M~ ~ ~ o en. . I o ........ 1'0 E g!;t~:ri8 N I' 0)1 N en 0) ~ .E ~a::g.b~ :::> 0 ~ "t:' en.._ c ....,:0;-0 (/)LLfLC);g L&:""'-LC)(I) o C) .......-0 o~ ~ ..@ en 0::: 0 X ~ ,~a.. ~ 0 en:J: 0 a.. (I) FINISHED PAVEMENT SURFACE ~ -6- - ,- - <. - .: 4'- tt t :to . '~.. . ~ r :.d'. ,!,. {LJJJJ#'J/f 6.0' en. . ..... ~ ~ o ~ SURFACING AS! PER PlANS ~ 6" _ 4" 3000 PSI I -- CONCRtl t f _ . " ",.' , ... ... t.oo .... "'.... 7.. .. .. - .. c. : .. .. ., A .... ...~ ........ ..... ~........ at . ... ..,. "A ., _ .., :,... . "" _ " ~ ''', . CO A ..-:' '. .'.... :A : .'. -..= .'....,#I"":"f .: . //// // // // ~k // ~ .<,/j*jiffi?~~{.1\Yj&~fX~?f.i1?ff.::'~ff.~~%/3~f.~?f?~ $'$'}$f$J#.lfif${4. i :\ 1f14 ~{jf{jJfJfffffifJJifffJJi(~~ffJflfd{?i/ ' !ih ,2" COMPACTED .. ~( .. ~ , / "/'~1/;I /,/' %// ,-///.. ~ /% ~ CRUSHED ROCK \ UNDER SIDEWALK COMPAl; I to L 6" X 6" #10 CRUSHED ROCK WIRE MESH AS PER PlANS ..... ... --+ 4- 3.5" EXTRUDED CONCRtlt WHEEL STOP / CLASS 3000 - 1/2" CONCRt.It.. AC PAVING SHALL BE ClEAN AND SURFACE AS PER PlANS FREE FROM FOREIGN MATERIAL \ at l ;.:.. :... ~..., .~ :.' .~ ,~: :..q..>.'.~.'..; ...... :.. ',-,-" .:. .~ ~:. -, '..": '..~" BEFORE APPLYING EPOXY. CO .. ": . " ~ ,,:. "q.... . ..... "",' ........ ",,,:... ~"'" .... ... ...q...,. , ." "q ..." .. .' ....... .. . .. ~~~~~~~~~~~~~~~~\\\\~\\~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ tt : ~ .lIS . <0 "- '4 ' '. " ".d ,. ,...4:' ,4 .... .. I'J81.raMwll#tZ'_1jlkl~~t1': .' - Uti1 .m ~(~~ ~i~'~ 9l ~'~,~i;~ ~~~ " . . . '4,' ~.4._ - 8" - Nu I t: WHEEL STOP IS TO BE 6" IN WII)TH 16" VERTICAL CURB N.T.S. WHEEL STOP DETAI~ N.T .s. MONOLITHIC CURB /SID~W A-.IK N.T.S. -r~,,..rt'i;~' -,. "'," "",~"'nll ~~-~..~~~.- r ' l! 1- .1 I I i R. I ~ ~ ~ t :: ;>; ;>; >.: I~o N~~~~ ~~i ~~III~ 1 , ,""""'...~ -"'7 T't:""--~.._....;~..,-..... = t= - :i OJ. ::l en GROUND lEVEL '\. . , ~~~~~~. ~'~~,~...<< SfANDARD ~Ittl FRAME & COVER C ,MECHANiCAl PlU~ . ~~~~' ""f...) Q) r.n Q) ~ I ~ ~ . . I ""f...) cd V) ~ .1 ""} d <J) ..c: ~ ~ ""f...) a d 1 I ~ . . I ~ > . . I C) ~ C> .,....... C\2 .,....... r saUD PLATE UD r BIKE PROOF ~Ittt GRATE . 11111 Ulll"11I1111 ~\ \::::::!l\\\- s\\\~\\' -~\~ BIKE PROOF / ~lttL ~RAlE 1I1I',Wllll ~ ,'" ~t . I \\\- N ,. 1. ~~ i SURFACE AS '~ PER PLANS '\.., lOCATED 12- BElOW GRATE ~;;@ DIAMt.1 tK AS PER PlAN _" 6- MIN. WATER SEAl- WfTH HINGED UD ON TRAP OUTlET PIPE . NOTE: SECTION TO BE POURED SO THAT A MINIMUM COVER OF 4" EXISTS ON All SURFACES OF PIPE. :' :~'i iLl \ ~~-4~IN ~ 1 ,24- SQUARE 10 GA. ~Ittl CATCH BASIN WITH 24 SUMP. ASPHAlT COATED INSIDE AND OUT. TRAP w/ HINGED UD filliNG AS Nl:tUEO 12. TRAP w/ HINGED UD 53-1/4-x 29-1/4- 10 GA. STEEl CATCH BASIN WfTH 24" SUMP & FOSSIL ALTER INSERT. ASPHALT COATED INSIDE AND OUT. , YJ j ~/ I.. '-". -', I 4 "fAIN OUTlET PIPE ~~ : ... :: -. .. . 0.. ~~ ~: en ~I -;:/IIs: 111 '\~~R~DE SMOOTH lEVEL BASE 24" SUMP f - / f[JJ1: ~iiiJ a ":::::111;:i:::/II;m :://1 I~ii/s::~ l/- PROVIDE SMOOTH lEVEL BASE ELEVATION AS SHOWN ON PLANS PIPE lYPE AND SIZE AS PER PLANS. OUTlET ELEVATIONS AS SHOWN ON PLANS , \ 53-1/4# ..... CATCH BASIN DEr~'AIL N.T.S: ..... MECHANiCAl PLUG * ...CX) ~~ ",c. o..c: .. ~ enc: ~- (Y') .::: CX)N O:E O'l;f" N I -..U "I""'fa. (Y')...... (;:)0 ...c: ~ .~ :;:(:E ~ro 0:0 -,QJ _:E > ... -"I""'f U.. "I""'f LO ... UG}' ...c. ~B "'OUl . "'0 -'C: 5-1 <<J >- -- u. en .5 N\D ~(Y') '--x ~v "'ON .-- I ~o -..c: Ulu en'- N<( en ... (Y')"'O .-- '- C'}<<J 3:U ON .---' ~C'} a: a. <(:I: :E+ ~~ <(0 ,-0 QJLO E~ E...... <<JC: :I:.Sll Ul enQJ NO ~a. fi):r: t;~ WUl ......:J ~'8 a.'- -:-:-~ X:E CLEAN OUT DETAIL NJ.S. ' DUAL CHAMB3R CATCH BASI~. . N.T.S. 8"ROUND GRATE DRAIN-RITE WI 4" OUTLET / '~f~~:~ ~::1,=.., , , .. d:~~; t' ~<~::...:.::...;I: ~~','.>.:'_ +. .~ '~:.'..,...:.: :-:: ..;..~~c::.. II UI II II II " 24" 12" MIN. f -/ 0.5' ~.c: ~ . '" ',_ l .. ~4. 4'PVC J.= !:: ::!E a::: I.&J 0- f- ~ ~ en 8 G: ~ ~~ > ~ ~ L.iJ cG ..... c-.J --- ----- . ..... ..... q = =- -== == '= 24" BELL & SPIGOT . (12" MIN.) C76 CL III .... t 18" ~ .- 1 6" TRAP 4 'PVC 3" ----; -II-- U/ASTF VATFR SFRV/CF L/IVF r ell <J 4 .4 <'7 AREA D1AIN DETAIL. N.T.S. T1ASH ENC~-,OSU1E THAP JRAIN N.T.S. SH~~' 1 i C5 ... O.u~ 6 ~ o ~ Q) ~ o ~ ~ ~ o U Q) ~ ~ ~ ~ Q) .~ ~ .~ ~ ~ ~ ~ ~ .~ CJ . I ~ SIDEWALK ~~~~gSED \ . \...: ~~~~~~~; ~/ ~wY~~ REFER TO DETAIL BELOW FOR PLANT SPECIACATlONS. , ..... _4' BOTfOM WIDTH- 30' BIO-SWAlE' 40' DRAINAGE EASEMENT ..... BIO- ~ILTRAT=O~~ SWALE DE~AIL N.T.S. /' ~ "'00 ~~ Ne. N.c .. .::t!. mc .. ..... M .:: ooN O::E Ov N I --u Mo. M.., (;:)0 ...c ~.~ :;:::E ~n; 0:0 ...JQJ >~ ..... M U.. M \0 ... U(j) ...e. ~G "OUl . "0 '...J c >.!2 ..... '-' u. 0\ .5 N\O mM ---x ~v "ON --- I ~O ......c Ulu 0\"- N< 0\ ... ~'E ~ca $U ON ___...J ~~ tXo. <:J: ::E+ i2Q! <0 ,,-0 QJLn EtV E.., roC :J:.S!' Ul O\QJ NO mo. (j):J: b~ WUl ..,:::> ~~ 0."- -::-:tV x::E l---- NOTE 4 1 111-\ _l J ai ~ , ..",... ;.:...:.. r w w a...-...4.- I J J i c~ ~ OL~ ~ ~ ~~~ --- NUll: 10\ () ( 'WI 'WI 'WI 'WI J ..-..-. I... NUlt 5~ NmE 6J , ~NmE 8 ...... ri r-uu 'WI 'WI ~ 1./ ~u: OVERHEAD 'B' turd FDC ~ / PROPOSED PAVING --- ~~~~~<:<4 ~~ ~~~~~~~... ~ - \ /~~It 9 z :i = t") , 12.MIN EACH END 'WI 'WI 'WI 'WI r - - -} - - -Y-J ~ ~: ~ I ~ NO~ 5,\ NO~ 9/ ('\"'------- y ( L________ ~ 3~O- FI~~HATION SWALE S~~DING TAB~E PRO-TIME 835 BIO-ALTER SUMMER GREEM VEGETATIVE COVER APPUCATlON RATE: 2 LBS/ 1000 SF BOTANICAl NAME COMMON NAME Lolium perenna "Elka. Festuca ovina duiuscula ttEureka. Yarrow millefolium Alyssum maritimum Trifolium dubium T molium repens Trifolium fragiferum "Salina. Elka Perennial Ryegross Eureka Hard Fescue Yarrow millefolium Sweet Alyssum Shamrock Dutch White Clover Salinas Strawberry Clover TOP STAGE (NORMALLY DRY) 1 0.05% OR GREA. tot( SLOPE FO~ DRAINAGE BIO- FILTRAr_1IO_~ SWALE P~NTING TABLE BOTANICAL NAME Deschanpsia Carex deweyana Carex obnupta ..... SHAlLOW MARSH (6. TO 12j PlANTED W/ BIO-SWAlE SHEDGES & GRASSES FROM UST ABOVE COMMON NAME Tufted Hair Grass Dewey's Sedge Slough Sedge 1.0' O.C. 1.0' O.C. 1.0' O.C. 3 6' MINIMUM HYDROSEED MIX 1/3 JB perennial rye 1/3 Patriot II perennial rye 1/3 Evening Shade perennial rye PIPE SIZE PER PLAN 6' MINIMUM LOW FLOW CHANNEL PlANTED W/PRO-TlME 835 BIO-ALTER SEED MIX U~I t.O ABOVE 100' MINIMUM / /' - -, -- - --r\ )__,____J DRAINAGE CHANNEL S}:CT~ON N.T.S. AREA DRAIN () OUTFlOW J.S ~ PER PLAN /- - A - NOTES~ 1. Detector double check vault or enclosure shall be installed at point of service , or in an alternate location approved by EWEB or SUB for their respective service area, but no more than 10 feet from point of service. 2. detector double check assembly may be installed vertically, provided that the assembly: a) is internally spring loaded (not weighted checks) b) is 4" or smaller c) is recommended by the manufacturer fro vertical installations d) has the normal flow upward 3. All clearances apply to outside and in-building installations. 4. Insulation - freeze protection to be installed and/or heat source to keep enclosure at a minimum temperature of 4(jf (NFPA 13-4-5.4.1 ). 5. Bore-sigthed drain to daylight. 6. Compacted grovel or undisturbed base. 7. a door or other access shall be provided. 8. All assemblies 2-~. and larger shall have flange supports. 9. All structures to comply with local codes. 10. Fire department pumper connection per local fire code. SUB - Neptune Meter or Badger Meter, cubic foot register with remote register. / CLASS 100 RIP-RAP OUTFAlL ~. KUCTURE 3 ~t.11 LING BASIN @ 25' SPACING 6' LONG X 4' WIDE Pl>>Il t.U W / BIO-SWAlE SHEOGES & GRASSES FROM UST ABOVE ..... /X-NO~ 7 r I ! - z ::::e = ~ ~ '\ ~~~ J~~ECTOR DOU3LE CH~CK ASSEM3~Y 2-1/2" 10", ABOV~ GROUNJ NOT TO SCALE A = EWEB remote reader and touch pad (provided by EWEB). = SUB standard for remote register (provided by contractor). (1) = APPROVED Dt-It-CTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPUED SHUTOFF VALVES. : ~~~~sf.~,jj:Mllt~jli',~~iiiJ"'Mf~b"~I(,l\.~lioJliideolA1!tili.iIl~"II~d"u.I~IllJ,~j,lifol.1tllh:i!CdiJlllM'.04-i'!ilja'll\ j r:n bt>r:n~ . S ::... ~ ~ Q) Q) .....-4 Q) :>- ::;j ~ ::-. r:n .6h ::;j 8~OO O~~ ~ ~ o 00 I I o ...... .......0 E 8t:t~:68 ~....... 0'), ~ en 0') t") .- ~tig~~ (/) 0 "lI:t' "'C .. ......... c t-=9:;;:~g (/)LaJ&OVO -..........&00 o~ ............0 02: ~ ..@ QO~o~:::: t")c..::r:L&.:8 (/)c.. 0 00 . ....... ~ ~ o ~ , 1 -""'-Y'"1'~'rrn~~~' it> N ~ o 0) Q) ~ o "of..,.) ~ r:n ~ . J ~ ~ . . I ~ cd V) ~ I") ~ CJ) ...c:: ~ Q "of..,.) a ~ . I I ~ . . I ~ > C) . J . . I ~ U ~ t\2 ~ ~ ~ g o l:> Q) ~ ~ --d' ~ Q) .~ ~ .~ ~ ~ ~ ~ ~ .~ tJ .~L'''''~ ~ "'.lPlN~1&'~lJo~WI~f~Iq~Tut~1I. b- ~ 0) II N ....... C>> = ~ t") ...- ..... :>: :>: :>: ..... ......... 0 N ~ lXl lXl lXl N Z 2 0 0 0 E- o w W W W :.r: ;> U l.ii ~ ~ ~ l.ii w tiJ tiJ tiJ E- ...., ....l :; :; :; < 0 <( <( IX: U tiJ tiJ tiJ 0 0 t:l. if) IX: IX: IX: U i rl""'1t"'''-:a :::J (/) t- ffJ a.. tn ~ z en 0 z c.J i:i: Z ClC co 0 ~~ - r.n ~ - > t") LJJ eN 0::: ..- -. ~_.. ~IR "'\\E~ 'ill" _ r--~-' SH~~' I' C6 of 6 o CONSTRUCTION NOTES 175. CON:) I kUCT CRUSHED ROCK ACCESS PAD. PROVIDE 6" MINIMUM DEPTH 2"-3" CRUSHED ROCK COMPAt;ltU TO 90% MAXIMUM DENSITY. PAD SHALL BE 15' MIN WIDTH BY 50' LONG. 177. INSTAll BIO-BAGS AT CATCH BASIN OPENING, PLACE BAlES TO AS PER DETAIL. GENERAL SITE INFORMATIO:N. 1. TYPE OF DEVELOPMENT: COMMERCIAL WITH PRIVATELY 'OWNED AND MAINTAINED PARKING, WASTEWATER AND STORM DRAINAGE SYSTEMS. 2. CONSTRUCTION ACTIVITY WILL CONSIST OF: PRIVATE PARKING CURB, ASPHALT PAVING, AND SIDEWALK PRIVATE WA':} I t.WATER AND STORM DRAINAGE SYSTEMS. BUILDING CONSTRUCTION LEGEND fQl -// II 3. PROPOSED CONSTRUCTION SCHEDULE: EXISTING CURB INlET W /PROTECTION PROPOSED DUAl CHAMBER CATCH BASIN W /FOSSIL ALl tt< EXISTING CONTOURS PROPOSED DRAINAGE PAil tKN BEGINNING DATE: COMPLEfION DATE: MARCH 2008 OCTOBER 2008 4. DEVELOPMENT AREAS TOTAL AREA: PERCENT OF SITE DISTURBED - CUT - 4,300 CU. YD. FILL = 5,027 CU. YD. 2.63 ACRES 100% '------ ~ ,p", J.. SCALE: 1 "=301 30' 0 ~I_ f;lll 30' 60' :l_l~~"""'''''t'''' 5. SOIL TYPES ON THIS SITE ARE COURTNEY GRAVELY SILTY CLAY LOAM, MALABON URBAN LAND COMPLEX-WELL DRAINED AND OVLEY URBAN LAND COMPLEX- POORLY DRAINED, WITH SLIGHT EROSION FACTOR. ~o1 IXI /JJ Ui! Ui! m [tj U !l!J @) fJ!J @ If [tj U fiJ 11 ~ ~ / / I' I II J ' " I Cl-/ I I II I 62.00' R/W . I e 'l"r~\ ~~J [fJfiJ[tjfZ ro ~ ClO t a. .c: .::t: "'c :E- o.. .::: LON v:E .. V en. ~u ('t')o.. ..., 000 Oc Oro N- --.- ......:E ~n; ('t') .- ...'"0 0..0) <C:E o ... -I ...... ......;.; u ... w'(j) ...a. ~ro '"O~ ..J"g !>.!Y -'-" u. en .;: N\O ~('t') ........x Clv 3:N '"0 ........ I wo !:;.c: Vlu en~ N<( en ... ('t')"E ........ro ~u ON ........-1 ~G ~o.. <(::t: :E+ ~* <(0 ~O O)LO E1i) E"" roC ::t:.2l (/) en 0) NO ~o.. fi)::r:: b~ w(/) ...,::> 0\0 ~e 0....... --:::0) x:E or ,; .L .L. cb ~ , ~ ~ ~ .. A;~ S I !f ~ 1;.... .... , ~ iE , l' J I '~\I 1...k1 r ....1. I I W ~il I " ~' / ", .~; t: I 1 I .~ ~. . :' I .- I I r .: J , :' \tN \ , ~ \ I / .. I'J'~' : ,'!~.~ I: I: I: /~ · , , ,.; <4'. 'f-- >,..~ ,,' , ~!'~~~I,;,:;~5~:( , I I I,.: "YA~.':" ;i.. . , ~ " . I .J- <,-.~ : ~: '~'.:,' t: .:.': i:.~ . "" /'II'" 'A. ~: '.'.A ',. '>.!" ~ I 1 ~ ~.,' '.~:.:,.:',.'&:.:. '....; :~ '- ' , ~ I -".., - /' · ~ . , .. :' .... ,,' ...., ..' .,~-,." ........."~ ..... .. " .. ;, _ I: I :;,~:~;?~~'1.(~>:,io~ : I , , / / I ;~'~~,:.:,12i;'?'.;_f.' " : ,I \ ~ ~ I I ~~.,~::~'~.}~::.~:;: /( ~,/~ :",>~t:~::~::.:: /' - - / -~.:::~ ;.: .:" ..,~ ; '>~: I . ',.,:....' - , , , ". , .. " I ,>:~' ':.. /',-:" ;~ I~:: )/' -:: ~:~:. i: I : \\.~ : : : : " : If~:,. .. ';tJ:~3:;;,~;:~~~:~ \ ~ I ,.,. .. .," . . . I \ ~ \ \ \ I mI / ~. I )';I~ ::j2/;:.:: (""~-G ~ 1_ J I I I '" . ~ :;-;'3 \r~ r I::\~~ ( ,- ,~ ~ ;..~ \ : 1 · ~ ~ I I" J I~,:' I -47_____ ~ ::~ J , - \ \ I I ~ ~ -:A' :. .. ~ :J \: ] \ \. I I I \ . .' '.... ~ \ ~ I 1m" · \ ~ , , " '!'" \ \:1' :;')~!t':\'~::)~) ~<':":(:'.""';'~~:,:t;' /'~;."Y'::S:<~':,;:::':,. "~i ,~ ~/i~41:. ''_:'''''~'j305 \/ , I ~ .' ".: ".t'.:~:.~:.,~:-." ~ / : 1\ .r~ '" :"i..t:~ / > \ ~ I VI ' ", <);~:<,',..' \ -~ T / ,'.', ..-:..':':' , / r U ~~ -0- - ~ - .......... .....~....'..:~::.';,.:~ / J '~ ~ ~ . .'.. .... ~'..' '. ~ ~- · I~ -rL... '- - '. ......, : I ~ -\-~~::--'"b~"~~ =- ~~,~ =--.:: ~ J~ ' .... ~ /- "," v;;J;;J.- - ~-- M- -:=- -: ~t' ~ - .- (\'0 -=-- ~"' --- --~- , ww MH 1054 RIM ELEV=474.52 6" FL IN (SW)=466.04 8" FL IN (SE)=465.94 8" FL OUT (N)=465.87 --- Curb Inlet ~l/ _ '-- _ ~ ~ ...:..-- ---: .,",-,-' : V ,~ / ~~. ~75 ( ~~~...... ~ ~o~~ \ ~ ~ ~ ~. ~ .. - .' q~^ b~~~ ~92 ~tl: D' '~.. / ~: u -.....- U' ( . I'", -' I_I \ '--~- A ~ ~" ~ ;... aJ -E () / '-......: '-..........~ , ,tI \ C:_,...' \ i I (~) ~ \ ; ,1- 31JXr I t~ f~f 31. XI ~ / IT, t':] A ,~ Curb ". II ~~ .. AI 1:1 I i /--:\ '.........../ ,/ ..., / ~~~ ~~ I h ( . ,) ----1 I (-\ I \ . ) ~ \ 01 '" d~ o t:i: Curb Inlet . sedimentation dam Bio-bags E ~ <:;::) ~ C)' Inlet Protection Detail (VI ~ \ \ ~, \\\ ~" \ \ ~\ \ '~ \ \ ,SD MH /152 'D \ 'J:! :r:;,=(~~.#70.27 , ' \ \\ 24" FL IN (NW)=470.15 ....\ \ JO" FL OUT (SE)=470.10 \~ ~\@ \ \\\ \ \ \~~~ ,\ ,~" , "'" "". / \~~ , \, '<:::. ~~ ~ ./' ,WW MH IO~" "'. ., "'-, ~'-. ~\ ~ :::~ ~ --- ~ RIM ELEV=474.Jl '" '\!" ~, ~ ......... " _ \ --- -- 8" FL IN (SE)=466.7J 7 ~" "" '" " ~ ~ - -8- FL OUT (NW)=466.65/ ""-",,-""-" "-. .......... "" -/ '~ ~, /' ,,~'" , mI r777 ~ \ ;f ,,~ +,~ \ ' -~ l~ ,?~l f II 'I""< - I I: - I \ \ \ ~~ \ ~ t;aj ...... ~ c;:) ~ ~ -q: 478_ -"'q;::N~ '>( ~ -- I:!:!~!:t: g~~~ ~9: ""')tl: ,; ,; ,; ,; ,; ,; ,; ,; ,; ,; ,; ,; ,; - -II ---- --- --... --L ~ - /" / -- ~ " ,GENERAL NOTES: 1. Prior to any ground disturbance on the site one inspection with LDAP staff is required. Issuance of this plan does not relieve the permit holder and or the contractor from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. 2. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment-laden water does not leave the site. A copy of this ESCP must be kept on site. Changes to the ESCP must also be submitted in the form of an Action Plan to DEQ or its Agent for approval. (Schedule A.7.f.) 3. The implementation of the ESCP and construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit registrant until 011 construction is completed and approved by the local development agency and vegetation / landscaping is established. The permit registrant shall be responsible for maintenance after the lots are approved, until the lots are sold and the 1200-C permit is terminated. (Schedule A.4.a.) and (SChedUle 0.3.) 4. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established. 5. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. During the construction period, no disturbance beyond the flogged clearing limits shall be permitted. The flagging shall be maintained by the applicant / contractor for the duration of construction. 6. The erosion and sediment control measures on active sites shall be inspected and maintained at least once every seven (7) calendar days, before weekends & hollidays and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24-hour period. Measures shall be inspected by contractor after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. 7. All erosion and sediment control measures shall be protected from damage at 011 times. Control measures shalf remain in place until permanent re-vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced i.. ....ediately. 8. Any areas of exposed soils, including roadway embankment, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with an approved ECS method (seeding & mulching with straw, bark, compost, or plastic covering, etc.) 9. Street sweeping sholl be performed as needed or when directed by the City inspector to insure public right-of-ways ore kept clean and free of debris. 10. When trucking saturated soils from the site, either water-tight trucks sholl be used or loads shall be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the stormwater system. 11. Extracted ground water from excavated trenches shall dispose of in 0 suitable manner without damage to adjacent property. Dewatering systems shall be designed and operated so as to prevent removal of the natural soils and so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property. Approval of the system does not guarantee that it will meet the outcomes or be acceptable for use in all situations. Modifications to the system will be required if the compliance can not to met. At no time will sediment laden water be allowed to leave the construction site. 12. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under 011 weather conditions shall be maintained at all times on the construction site. 13. No hazardous substances, such os paints. thinners, fuels and other chemicals shall be released onto the site. djacent properties, or into water features, the City's storm water system, or related natural resources. 14. The ESC facilities shall be inspected by the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May 1 to September 30). 15. Approval of this Erosion Sediment Control Plan (ESCP) does not constitute an approval of permanent road or drainage design systems (e.g. size and location of roods, pipes, channels, retention facilities, utilities, etc.). 16. The erosion and sediment control measures shown on this ErosionSadirnerat;~.cntror-Piarr (ESCP) must be constructed in conjunction with all clearing and grading activities in such a manner as to insure that sediment and sediment laden water does not enter the stormwater system, roadways, or violate applicable water standards. 17. All work performed by utility companies for this project, including placement of appropriate erosion and sediment control measures, finished grading, seeding, mulching and clean up is governed by the conditions and requirements of this erosion control P"II.,it. The assurance that these requirements are met will be the responsible of the permit holder. 18. Soil stockpiled during the wet weather season (October 1 through April 30) shall be covered with polyethylene plastic sheeting and secured tightly in place with an approved anchoring system, to ensure the stockpile is not exposed to rain or creating sediment laden run-off. Energy dissipaters and other control measures may be required to slow runoff. 19. Stabilized construction entrances / exits shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that all paved areas ore kept clean for duration of the project. 20. Catch basin I curb inlets shall be protected by an approved method to prevent sediments from entering the stormwater system. Approved barrier methods include filter fabric inlet barriers, block and grovel inlet barriers, gravel and wire mesh inlet barriers, and mesh bags filled with wood chips. 21. Temporary grass measures must be fully established by October 1 or additional cover measures will have to be implemented until adequate gross coverage is achieved. 22. Issuance of the erosion permit does not relieve the permit holder from all other permitting requirements. Prior to beginning construction activities, 011 other necessary approvals shall be obtained. 23. BMPs that will be used to prevent or minimize stormwater from being exposed to pollutants from spills, no discharge of concrete truck wash water, vehicle and equipment cleaning. vehicle and equipment fueling, maintenance, and storage, other cleaning and maintenance activities. and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction operations. (SchedUle A.7.e.i.(2)) 24. Solid Waste and Hazardous Materials Management. Follow project written spill prevention and response procedures, employee training on spill prevention and proper disposal procedures; regular maintenance schedule for vehicles and machinery; and material delivery and storage controls, training and signage, material use. covered storage areas for waste and supplies. (Schedule A.7.e.iii(3)) 25. The permittee must properly manage hazardous wastes, used oils. contaminated soils, concrete waste, sanitary waste, liquid waste. or other toxic substances discovered or generated during construction and meet all state and federal regulations and approvals. (Schedule A.7.e. iii.(4)) 26. Sediment must be removed from behind Bio Bags and other barriers it has reached a height of two (2) inches and before BMP removal. (Schedule A.7.f.ii.(2)) 27. Removal of trapped sediment in a Sediment Basin or Sediment Trap or Catch Basins must occur when the sediment retention capacity has been reduced by fifty (50)% and at completion of project. (Schedule A.7.f.ii.(3) & (4)) 2B. Should all construction activities cease for thirty days or more, the entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other method. (Schedule A.B.a.) 29. Should construction activities cease for fifteen (15) days or more on any significant portion of a construction site temporary stabilization is required for that portion of the site with straw, compost, or other tackified covering that prevent soil or wind erosion until work resumes on that portion of the site. (Schedule A.B.b.) 30. Daily inspections when rainfall and runoff occurs of the BMPs and discharge outfalls must be the project ESCP Inspector. These inspections and observations must be recorded in a log that is available on site. (Schedule A.6.b.i.) & (Schedule B.l.b(l)) 31. All ESCP controls and practices must be inspected visually once to ensure that BMPs are in working order prior to the site becoming inactive or in anticipation of site inaccessibility and must be inspected visually once every two (2) weeks during inactive periods greater than seven (7) consecutive calendar days. (Schedule B. 1 .b.(2)-(3)) , ~ f .11 U(( ~ '\ 8 r"'l ~__ ,....0 E _~ g~~:2~ ~ 00 N~ I ~.~ .-4 -r-I t;~g:2~ ~ ~ (/)0 .q.'"t:J o ~ .ci-:::'..........5 00 0 t;LLI~;5 0.' I ~.I o~ '::'e~, ,..... 0 ~ ~ .. @ CX)a:::o~~ , I"') 0.. :J: La.: 0 (/) 0.. ~. 'l'. ""'Ilit'l'l _~'llInlMli: Ht~.r'l1 '1~1Jl:'l!lI.lfnM~!l!I!~!!lI~ w~,,~~u'U'~~JU.W..cJ~.l.l:'~~~~~~tiIili\I'~'tJ.J.'hI,We.illlii.lliaiM}_"aQ\ rj cd . I ~ ~ o t)) C>> ~ o rj o -. I I ") oj ~ <J) I ") . I I < (.]) b.O oj ~ -. I cd ~ ~ ~ ~ ~ ~ o c..:> ~ C>> C>> ~ ~ V) r-e: ~ a ~ o ~ C\2 ~ ~ ~ t3 ~ t3 ~ , J 'l..i C>> ~ ~ '"tf ~ C>> .~ ~ .~ ~ ~ ~ ~ ~ .~ Cj I . u ~ oj ....:1 'b tt1 0) II C'l ...... 0) . ~ ,.,., .- .... >: >: >: .... ........ 0 N ~ co co co N Z 0:: 0 0 0 .... E-- ~ ILl LLl LLl LLl > u rii ~ ~ ~ rii LLl LLl LLl LLl E-- a ..J >= >= >= < < < 0:: U LtJ LtJ LtJ 0 0 a.. {f} 0:: 0:: 0:: U 'f"I"""1-~..,--- .~ en l- f ! :a.'I :z cij c :z c.; [i: z ;~ r 0 ...... {/), ...... ......... , I > t') Ii1 <i cc: .- SHEb'l ' -~c ... 0.: 120-PrunU6 laurOCera6U6 'Schipkaen6i6' 27-PrunU6laurocera6U6 'Mt. Vernon' 58-Nanainaaome6tica 'Gulf Stream' 52-Geni6ta pilo6a 19-Mahonia repen6 3-Fraxinw~ americana 'Autumn Purple' 4-FraxinU6 latifolia 47-P~unu6Iaurocera6u6 'Otto Luyken' Bio6wale 6ee LA-2 7-0" ./' /' ' , , , , 17-PrunU6laurocera6U6 'Oi;to Luyken' - , 0' , rn " .......v........._u. --li ~ i' I I I I I I I I , I , I I I I I 1 I 1+Mahonia repen6 10' -011 { , , , , , l~ , , ~--------------';,--------------------- -------------.;-0 - ..----- , . irr ~ 4-Cornu6 kou6a 11-Mahonia repen6 16-Prunu6laurocera6u6 'Mt. Vernon' Bio6wale 6ee LA-2, , , , 11-Mahonia' repen$ 16-Prunu6 laurocera6U6 'Mt. Vernon' 11-Mahonia repen6 16-Prunu6 laurocera6u6 'Mt. Vernon' ~, ., ;...~,;..,~ n' .4 '~ ,: ! 1 , ,~ . , " , . .. I A..'" . A,<$ , ::- '~'4 A ~ . i <$ .~ A · ~ "':<1 .. 110 . . '" .::, -.,:, >' · '~'~.., :"~ . ~ ",'" "':\ i' 'l.. ': '. 4 01' ':& 'i A', . ", A ~... A '!:.A' ,': _ :;, 1..;'" ~~"" ".~': ~.".... ~.; . ,~ i :~..;'" ..,... ." .4 ~ .., <$.... '" '-..II' A"-4 · '..A'.. '. ~ ~ A .... ',' . ... 4 ..' ~ .., " ~ . ".., ":c. .. A A cr.' A 14-Mahonia r~pen6_ 3-Cornu6 kou6a .4 Jilt " .. ....... 4 .... "" -.;. '4 -.... "". ..," is .4,,:" -', . . 01 .4 .d" . " ,,' " ..,.4 ".51 4 .. .... '4 :.. - ;...; , ...~. ..."". ., ~ ~,.:.. ' .4 _' -i ',.' '.4 " 1#" " ... ,.' ", " ':' " ,., .4 ,.' :. ~ -::.- it" A _' 4 ~, '!-' -:. .': .... '..4, " .' 4"',, 4~. 35~PrunU6 laurocera6u6 'Otto Luyken' 17-PrunU6laurocera6U6 'Mt. Vernon' 11 H 1 I 1 I I , 1 1 , 1 €I !! n ., q Ii II n : f n il " i 1 I , 1 I 1 I , I I I , I :. !l , : I 'I I I 1 I I I I I . I I . I I . , ! i f n " " '! i ' : i i ! L~........_~.~..J 4-Fraxinu6latifolia lt~" . i$.. ....... ~ ,~ ~.., . 4 . ~ ".. ~ A", eo _~c AolQ ., .... ~ ~ . ~'.' :..~',: A' ~ ..,~; 1 ~ ""~ ~, ' ~ ,.. , '!' ... ... -. 4 ~ .~ A\ .A, ':-:. ,.~ ", ~,1Io q ~.. ;~'4 A A 4 ': 4 r (;"~" '. i:> l' Exi6ting 6treet tree$ 3-Prunu6 6errulata !n1:n; ~ ~ l' , 'If ", ;', A ~,A"'~ ~.. , 1& oG , . ., ~ "'" '" ." i ~ ~ OJ · ,. ... 110 . '.. <Ii '. '" :'!',6 , _ ; .~. '" A" ':'.l ~ ... '#:) ~ '~'''4 '~<O /). ~; A 1.. "4 J:l. A oG ", ';'; .,.' A'.. 4 "'~ " ~ i '" ;-4 .. '. ( .; C1 A ~ ' A<il" . , " . ......4 A ;4 A'" 4<4 bo ..: <$ A ; ~<$ " .... .... C4 i~.... 'A~'~'" ..,,~ A ',; ~ 4 - ... ,..;q . A; .~; 4$' A. 4 ',4 4, i'\Q:" {:~ 4 ", < " i, A I' A' AA'tiI. '.. A A'. A, -4 . J r " .. 4 i'.. i -<I ....A -.f ,,<..A lil ~,::,:'::. -i: ;'." '" ..1' ',< A '. C' ""\':~: ::, ~':: ':.: ~~ ~ ~.~ ~,~.., ti, ;~, ,~' : ..~ 'I _ c .., ..... ~ A 4 ~ .. A ;u 4QA! ~ - . "~ .;' A ~ ~ ',4 ';,;" '..~~" 'A:~ q i'.. Ii. .f-' A,;' · I . 4 i ...; A 4 ,_ '" A ..~ j4 " " "1 ".";;..A ..... .....;, A .... . .. bo .. I I S t , t S I : I I ~ \ l \ \ \ l ' ~ l Os . <; b.." ~ ......... ".. i ~ ...... ".....' me~W~(.M ::: : 1] ~ :r:J~f -' o , ib ...- , , ,. ,\ \ \ ., A Fence i:, 4 , ~. ~,.. ,... i.. fA 4 A', ~ ~~'o4 .', J ..,. 4. ~A'" , " " . ~ ".q ,~ A ", ~'" IS. , <I., 4 A.., "<4 i A:~ t A.... .......,: A ., 6. I \ ::-- ...q .." 4 ~"'. . ~:, ;~':~'~ ~: ,,'. ~~;'.. ,::~..:,4 : ~. ;-r-"-'"~>~. "";", jk I f I~ f I :.:i l I .. ~j ;l.... ~ r i <$' i j i j ,,' I , ~ 'If,. ._ l~~ ~,~ '~/ ~;/":/Y~f.>;/..d ,.?:1/-;'9~/ ~;~~;J ~__~I.T - h~ I> " , :.-- I ..AI --r A ;..~ I. :":' .Q~ ~ ; Tree ~pecie~ choeen for unaetwire C.- ~ '~ ~I '.0.4 <I: 3-CornU6 kou$a 63-Lonicera .pileata 4 f II< .q,...'~ ~ 4- ;-.. .q., 4 . ,.... ";' ~ '.. . " ~4 ,.'. IS. 4 l A .... A Al'hA . A ;j,/' A , ~ '" .' ..t '" .:, 'r: ---=---.:. . '" A ' ,JIW~~/gjf~//~~.\' , 17-PrunU6laurocera6U6 'Mt.'Vernon' ..0: ~ ..... '" I;> ..:,4$ '.. <I: 4 . ;~ <4 t~ A '.. 00 .q " " l,. .. . "" " .., <$ '" ,A '." ~ .... A",. ~ --r ".",. ~ '~ ';'04 A. <4' .; ':1 lA A "' . A !::- . "IS. <il ;' 11-M~honia repen6 1-Cornu6 kou6a '.. 4; t'J 'f A ~ A4/ .~ o ,\, , ib~ .....- I ' I -- I , , , , I 18-Lonicera pileeata 12"0.c. Kinnickinnick 87-Corl1u" "ericea 'Kel"eyi' II 69-Nantlina tlome"tica ,'Gulf Stream' /. .45-Geni6ta pil06a I 10-Acer rubrum 'Bowhall' , " , " Plant number6 refect total6 placed along 60uth 6etback Refer to plant 6ymbol6 ~ \S . ~' .4 (\ ~) ~ <( -- ., v ~ l) ~ (f) <n<( /> \<( /~ <(<C , s:: ~ -- \S) ~ D Plant List 10 Qty BotanicalName , ACRUB 10 Acer rubrum 'Bowhall' ACRUOt 1 Acer rubrum 'October Glory' AZHC 24 Azalea 'Hino-crimson' BER 6 Beroenia corditolia Heartleat BerfJenia BETHCF 5 Berberis thunberQii 'Crimson Pygmy' Dwarf Red Barberry CAAC 4 Calamagrostis x acutifolia 'Karl FoersFeather Reed Grass CHO 3 Choisya ternata Mexican OranQe, COKO 15 Corn us kousa Kousa Dogwood COSA 87 Comus sericea 'Kelseyi' Red Twiqged DOQwood COSEI 29 Comus sericea 'Isanti' Red-Osier DOQwood FRAM 3 Fraxinus americana 'Autumn Purple~ White Ash FRLA 12 Fraxinus latifolia OreQon Ash GENIS 164 Genista oilosa Silkyleaf Woadwaxen LOPI 95 Lonicera oileata Privet Honeysuckle MARE1 91 Mahonia reoens CreeoinQ Mahonia NAOO 107 Nandina domestica' 'Gulf Stream' Heavenly Bamboo ,PRLAM\ 179 Prunus laurocerasus 'Mt. Vernon' Dwarf EnQlish.Laurel PRLAO 125 Prunus laurocerasus 'Otto Luyken' Otto Luvken Laurel PRLAS 120 Prunus laurocerasus 'Schipkaensis' Skip English Laurel RUHI 6 Rudbeckia hirta Black~eved Susan VIBD 18 Viburnum davidii Davidii Viburnum ~RUV A'; 2"o.c Arctostaphyllos uva-ursi Kinnickinnick Common Name Red Maple. Swamp Maple Red Maole October Glorly Scheduled Size 2" dia. 2" dia. 3 aat. 1 Qal. 5 Qat. 1 Qat. j 3 Qat. 2" dia. 3 Qat. 5 Qal. 2" dia. 2" dia. h Qat. 5 Qal. 13 Qal. 5 Qat. 3 Qal. 5 qal. 5 Qal. 1 gal. 5 Qat. 1 gal. 'i4 [{d; " ~ .~'*~ ~.>> -1S~ \' "v..,~ '<<s:.. ....,. ~f~' <....) 0 v"'''''', Q ~ ~ \S) ::J (j) Plant List -Bio-swales REFER TO DIAGRAM AND LISTS ON LA-2 / 4-Viburnum davidii 4-Cornu6 kou6a ,LANDSCAPING & GENERAL NOTES. 1. Automatic ~nderground irrigation 6Y6tem will be de6igned and in6talled by a Iicen6ed contractor in all lawn, $hrub bed$, and bio-6wale6. Swale6 6houla be zonea 6eparately 60 that once plant$ are e6tabli6heawater can be applied infrequently. .2. Becau6e of con6truction compaction of 60il, completely clean area of con6truction debri and heavily amend 6hrub bed6 with a three to 6ix inch layer of comp06t. Till entire area to a depth of 12". 3. Special care 6hould be taken before planting tree6. Excavate area to a depth of 24" and twice the 6ize of the root baH. Heavily amend 6ite with compost. 4. Swale area6 6hould be clearly markea before 6ite work begin6 to avoid 60il di6turbance and compaction during con6truction. No vehicular traffic, except that 6pecifically u$ea to con6truct . -thefacility, 6hould be alloNed within 10 feet of 6wale area6. 5. After 6wale areas are cleared and graded, all di6turbea 6Ul?60il 6hall be tillea before capping with 18 inche6 of top6oil. If exi6ting area6 6urrounding the 6tormwater facility are ai6turbea by con6truction, the top 18 inche60f 60il 6nall be tillea. After tilling i6 completea, no other con6truction traffic 6hall be allowed in the area, except for planting and related work. 1\ 41-Geni6ta pilo6a 17-Cornu6 6ericea '16anti' 4-Calamagr06ti6 x acutifolia 'Karl Foer6te.r' 6-Rudbeckia ,hirta 53-PrunU6Iaurocera$U6 'Mt. Vernon' 7-Lonicera pileata 26-Geni6ta pil06a 12-Cornu$ $ericea '16anti' 26-PrunU6 laurocera6u6 'Otto Luyken' 13-Azalea 'Hino-crim60n' 6-Bergenia cordifolia 9-Viburnum davidii 5-Berberi6 thunbergii 'Crim60n Pygmy' Sign 6. Apply 6eed for 6wale6 and lawn areas at rate6 6pecified by manufacturer. 7. Contractor i6 re6pon6ible for maintaining 6eeded area6 until e6tabli6hed. 8. Reseed any area6 that fail. 9. U6e only shrub6 and varieties, as indicated on plan. Change6 mU6t be approved by de6igner. ' 10. Purchage healthy material at minimum 6ize6 inaicated on plan. 11. Placement of 6hrub6 and tree6 6hould match aeeign a6 cl06ely a6 p066ible. Minor adju6tment6 in plant 6pacing i6 acceptable. 12. Plant quantity $hould be ba6ea on planting plan, not plant 1i6t. 13. De6igner i6 not re6pon$ible for plant faHure. 14. Provide 3" of 6hredded bark mulch over all planting bed6. 12" o.c. Kinnickinnick Exi6ting Street T ree6 2-Pyru6 calleryana 12" o.c. Kinnickinnick <.n z o <.n ::>- UJ s:u: o Z 7-Lonicera pileata 4-Fraxinuslatifolia 11-Azalea 'Hino-crim6on' 3-Choi6ya ternata t'- () ........ () ~ ........ C\l ~ o o 1-Acer rubrum 'October Glory' (LM\.', PLANTING PLAN ~ Scale: 1" = 20 f1; N CD ill ~ a c Z \- <...) UJ J ~ ~ o 60 120 FT SHEET w o \' . \\ a ~ a ~ I , N ~, (:) a C\l II t: ~ \S) :::s (j) s: ~ \S) ::3 (J) ~ ill -1 <( U m ~ cQ Z ~ s:u: a ~ a UJ z ~ <.n UJ a LA~1 .; l" & 5 TREE PLANTING DETAIL USE 3- OF MULCH: KEEP MULCH ~ AWAYFIWM TRUNK. - PEEL 6ACK TOP 1/3 OF BURLAP AND CUT TIES. fIM\ o SECTION SU6GMDE OR COMPA\'.I l:v 6ACKFllL NTS PROPOSED PAVING i. 0 "~"';'0~- ( .. " ,\\~~~~~~:~, x'~, ',', ~~~~'$\*~~~ : 5 ' SIDEWALK 2 STAKES. Pi LONG. DRIVEN 1~"'INTO ;/5U6GRADE. STAKE ON .NORTH AND SOUTH , ,. SIDES. ~-- ---.. USE FLEXIBLE TIES THAT WON'T HARM' TREE. f. TRUNK FLARE 15' / 6ACKFll. L WITH EXISTING SLIGHTLY ABOVE SOil AND COMPOST. GRADE. ~ WATER THOROUGHL'f. .I ~ o ~ ~.~ > 4-' ~ REFER TO DETAIL BELOW FOR PLANT SPECIFICATIONS. A' '/ PROPOSED PAVING . ~~~~~ --- '-C ---- l' BOTIOM WIDTH 4- oe4 30' BIQ-SWALE >- 40' DRAINAGE EASEMENT i)Io 3-0-=:L I RATIO\J SWA:_S',)ETA':_ N.T.S. 310-:::,j_II<AT~0\J SWAL:: SE~);\JG TA3~_= 3'0-:';_1 KAT'O\l SWAL.:. J:_A 'JT'\JG -.A3:_~ PRO,-TIME835 BID-FILTER SUMMER GREEM VEGETATIVE COVER APPLICATION RATE: 2 LBSI 1 000 SF BOTANICAL NAME COMMON NAME BOTANICAL NAME Deschanpsia Carex deweyana Carex obnupta COMMON NAME Tufted Hair Grass 1.0' a.c. Dewey~s Sedge 1 .0' O.C. Slough'Sedge 1.0' O.C. Lonum perenna "Elkalf Festuca ovina duiuscuJa nEureka" Yarrow millefolium Alyssum maritimum Trifolium dubium Trifolium repens T rifoJium fragiferum "SaUna" HYDROSEED MIX 1/3 JB perennial rye 1 13 Patriot II perennial rye 1/3 Evening Shade perennial rye'. Elka Perennial Ryegrass Eureka Hard Fescue Yarrow millefolium Sweet Alyssum Shamrock Dutch White Clover Salinas Strawberry Clover' LOW FLOW CHANNEL PLANTED \ W/PRO-T1ME 835 BIO-FILTER SEED MIX Lb I cD ABOVE TOP STAGE (NORMALLY D~ , ~ 1 0.05% OR GREATER SLOPE FOR DRAINAGE )lie. 6' MINIMUM ~ &0.. 3 Sc ~ fLING BASIN @ 25 f SPACING 6" LONG X 4' WIDE PLANTED WI BIO-SW ALE SHEDGES & GRAS.SES CLASS 1 00 RIP-RAP FROM LIST ABOVl: OUTFALL STRUCTURE ...cI 1 00' MINIMUM >- DRA:\JAG:: C--IA\j\JS~ SECT'O\J N.T.,S. - s:: ~ -- \\) <\) D <ns:: ~~ ~ "ij) "~, ~ ...;,k'l s:: ~ ~ :J (J) ~ a ~) <\J L- a A \.' -\\ a .~ . a l., . C\J ~, Lf) N 'f (j) z o (j), :>- UJ tll C) z t'-- 0 "- s:: 0 ~ ~ s:: ~ \S) (\") ~ (i) SWALE DETAILS N a ::s '\5) :::s ~ a z \f) <J) 1 ' SECTION NTS 0 ~ Z \- ~ a u ll.l ill ll.l ill z Z J -1 ~ ~ ~ ~ <( (j) a 1L u 1)L ll.l (j) a a SHEET LA..2 :E: <( N N ~ ('t) m co o o N N- ~ N- ~ o .J <( z ~ ~ a:= <C :E: ~ S ~ <( :E: ~ S s- O) E E ('Q "'..- ~ ~ o ......- U -1 , , ~ 1 ~ '" .. , " ,II t ).~~.. ',t.QUC.. l_ ,J ~~t1) All(J~ L ~ ~~ ~ ~ ..a ~OfT~~~;1 . ~~~~ ~ ~p~ OF O~~~ -1 r- " .. ""'.." UL UII, , : '. . " . ~ ... , l I I I I I I I I I I I I I I ~~t. ".. ~ ~1~( ~ JltP11J.t, t"':r,~I'IL.'~r. ' . I ! I~ Il, /,,~< " . ---- ,,"---:-- , . . " _ ".., l.\~~Or~<2t1'~~b-. -", " , '...., ,.' '., ,... ". .' ". " ,',' ':: "',:,' ". ,c'nji'iz',~f.~~,"r,;'l-,r'-,Ur"','w~t;,l-'~',':"': :" '''> ARA PII A 'R' K , ' . .' " ' ~ 1\ -. .." ...... .. ~D DO. ~D ~, ~, ' ~p r, wu r U~ . . . ~ ,'PA~, . ,.,' . . '.., '. r.~. . . " . , . .,' ~'. ~lxfu~~'" '. V:' , ~"'''' .J" ~ :: .... ,". . '..., ' II J It @@@@ ---. . ' UU,UII ~D UU ? UI I: r "~~ I, . , , p..:t." . , , , . ~O Gl 00 0 'LJU ~U IUD, WU ~1- -c:(u JI:: \l"')d..J .p~. .. .... .. . .' .. .. " .. .. ", ' t . '.. :. :0 tix"fU12i$, ,,' , :. : :' " , ., .,.,,~ ., .. .." ... . . .,. .". . ", =CUUUL ,. :~ ~ ",.. ,,"'. " , ' I ... ' ,J, ',~":,' \\\ ' . '..... , II II II II 1,.'. :. , .' '.', '..: .'. " ... ... .. " ...,,' "'1 J ' ~ "':~ ,~:-~ ~ '\ ~ .'~ \ .. ...." ~,.., " , I- ~.II- ILJ lQu o.~ Ql<lt ~,D . . .. ~ ..., .. .."" " .. .. .. .. .. .. . . ' , '", :.:..JI- ... .. "\ O SOUTH ELEVA'I'lON Scale: 1/8" = l' - Oft .. -.. , . , .' '. . , I ' . , ':'.':' , '.' '" A RAM A R r( ~...::t.. .',.., r' ..... . r..::t.. ' \?...::t.. , , . .' ' . .': . p...::t.. . , p...::t.. p...::t.. ,: ,. .. p...::t.. .. .,. .. " . . '.' ~XHAU~r' . " ". : : . t=AU . .' . 88 . . , 'f5,':'". '. ..;. ". .,L' \ . . . }".' I ~. ~ , J ~, .. , '.:4---- . , .. .... .. ': _ 'eJ."lx-rU\2~ ,-' : ',', ' : ':, " ' ':, ','.'" ", :"'0,' ~.","/ \', :"", "'," ;:,'/ ' - "1 fl--- - 1:,1' '. . ,', . IJ-- . . . . " . ;:J " '., ", ': : '\ ,'," \... 0 A I:> I ~ t:., . ,.' t'4?'~ : "".." '.., ..,'.- 7l1.; 'es~1" ~AI:>t>t;rz @ , . I :.... I' . .:' _ __ ,... J 1I111111l11n~O ': '. ,'.' ,'. '. ,~ ____ ~..,.. ijll111l,I,II1110' , , '. " · . -.t-,' L "- r . WlillIIIIIIU " '~UA\2t> \2AIL.. '~~ " ' .' ' ~'O 'kl'~ l2 ,,'r" r' l.. r' - U p W A'~ l..~' '" .... " '. nJr A"'~ \..OUV~\2~ ~= .~~- UU UU I II I =.JU . . , , , . . .." ~ " '~:', ,~~'" ,"'~, Di1~'lxtul2~ '~' " _'" ,",_ .t. : ~ 1-. --A ,',. .,L.. -.:~~ ':'[ .. ," -rt, " ' (L) , ~7"')~ ,'.. '. :~)). ,t..~) , t.....,.J.~_' , ...i:? , ',: ~ ' ' ,'Q'-',IIIIllllJlj) . ,,' ',' n '-' 11111.11111 P ...:::~ !..~ _~, ,", ',,' Ull'-' I '-' III UJI , , ' t"i' EAST ,~N ' \2~ Scale: 1/8" = l' - 0" ' , ' . " '.. e '. r\X,Ul2~ ., , . . A , . : . fJ.l..--:- - '. ~. t- ,.'-- -}:~ .." : ,," " .. .. , .. .. " , "~"" " " ", '.-,' ":'?' ,':, ,'" , ":,: ' (~ " "" """ '" ...." ,~-"." , : (I111111111JJ.iD i- ---' . , I :& fA) . l..:!) ..... tTIj_ DOC,," ~qJ . (A) t..:!') . (.....:"1 t..~)_ ~IIIIIIII~ lLWlII'IIIM (LUJ 11IIII11 LD. . ,.....-- ,~ l' A kl t) I ~j (4.. ~ ~ A M ~..p<~~ -6 . r ~ ~ L- l2 ('Or ,-_.!_._--'---~-'-----'-~--------'---:--.--=,'_..!:.!"!~ 4.... ' t>..~.. '. ,', "",fIX1U\2~,Q, ~ ~ ~ ~ o -< : 9 E-t ~ ~ ~ ~ ~ ~ -< ~ ~ o 1.t ,~ E 00 -< , '. t: ...j. , p...j.. ...... .." .. . , : p...::t..'. i~i A"'~ . . .' ..,. ' ..' ' '., ,. , .' . . '. . . L.OUW\2~ " . ' co, U ~,~ ~.r,~, ,-r,'l k,1 ...~U'r :W.Al..L-?' '. U . , .' . . , . ,. . 4. , " ." . b..e. "'ref' \X1"U\2"~" ,,' " . . ", ":' ...., ..', ....., ""'.A, ~'--:.. . , .' . .' , , ,.' .'.' ,,'. ' '-.Jr\X,U\2t.5-' " . I ".,~." ' ': . I'" " ~ . '. .,." , . ': ..,.,,~ \\.lr\l..l.. rU,U\2~ ", \\.lr\l..l.. t=U,U\2~ ' . .' t>qot2,' , . ,':" 1:>00\2: " ,',,'.. .. .., ,'>..".." '.' ~ " " ' ", ': ,',: I' ,,', , ,,", '7", p...::t.. ' p...::t.. . , " , ,.:. ::' .' p...::t. . . u~ ULJ LJI I -_LJ~ U-.J ~~ "UI 1, ~'I ,I _.~_.. , U= U--, .-- 4:rp.? _" ,', .,' ...,.e., . . ' ,'. ,:,,', , ." ".,' '. ., , r1X11A\2t:: ' ,.",.', " .."" ':," ',': l , , " ' '. . p..::t.. '. " ..." , , ' , " ~XHAU~1' ' ",., . , ':, ' . . r,xlul2,~ , , ~AiJ ,', ~ :, ',' ..,. " ' 83" ,e ,., . ',' '. ':,' '.-'- , 4"'. . .' . .' : .' , " '4" ,p;? , ' '~IX11A\2~'" ,"": ' ,', ' " ", , ' "'P;~. ,-v-, ,- 'r: '~-:--,':'I', k ";L- -- ~ ':": t '\", ':', , ,:,' .." "1~fl~~'f~1-U\2~' . . ' DOO\2 :~ ~ . , - ' ,- ': , "'1- .'.' " .:....,. ' ",: . -0 ,",', '.',. '~ ,.' , S.UA\ZP , ,',' ~( ,@ " '. 'FAIL.. . ' ~;\. '. {~l ., " ~ ,.' ~ -~ LLillLLLlll1 W ~ ~ Willi Il!Jill , ~1"), D @) ~~~~.. ~~~~ ATION ~~," j I I '@l ,@J . . ' , 'GtUA\2t>. '...', .' .' , . , \2AI\..". .'. ' . I ,I " "",, I. . 'I' ( 1111111111111j) (111111111111 fb CJ l..\kl" Or 1200r ~t:a'(O\JD '. .~'_IlI . , , . , . .. ... .. ~XHAU~i '. :' ':, ':, -..rA~ 88 . . . " .., ~ 0 \J C t2 "r" r' l.., - u P W A ~ l.. ~.' .'., . ' , ". :. " \ur A"'1:a , . t.ouw~~ . '. 'I . I, I ' '. . , ' , , DRAWN BY: . . ' .. .... .. ; :..... - ~ 0\ ~ ~O\ o~ ^~ ~; C)v .......~ ti1 .. :~ f-f fI.)~ ~~ (-1'"1 ...:lVl ~~ ~~ U \0 Vl \0 00 ~ o ~ ..... < :> ~ ~ ~ " DRAFT DATE: 2/11/08 " :.. ~ " , . . : p ..::t.. ," , . ' p...::t.., '. .' , . . : ':d'~\U\2~ :, : ' PROJECT DATE: . p...::t. p..::t. " .... .. .. ~ .. .. .. _' J _ .' .i', ' .. --;---'---..-. -.-~f--.--.'-_._---.' - .. J - J., r lb..r D II l~ I '.' ~ I ',i.!~i I I' ' ; I ' I I ! i i i I J ,I . I ' : 'I 'I I : L-I i I I . ' . . . " , S.UA\2t>" ,,' :,:' ' " ,:' , ' , ", ' , ',4' - 0" colJC. WA~\...' " , . . '. :\2~l\;.". , , , JI' ~. . " II .', ,:, ":", .q' '. . .:~~ : .':' . . ~, ,'.-![ - ~. ~ ~~i- '. l . ' ~ . . .). II ~ ','" REVISION DATE: NOTES: ..".. .... ,~ , . .' .." .... ".. " @. , ' .. " .." .. .." ; . ' . .. .. ...... .. " .,"/' , :' ; ~_' ',F-= , -: ~UA\2t> FAIL. u -.-::::I II ~ - D 8 J -=1 _J L_ SHEET Not D' ~ 6 II r .-' A-a -' - . - @) '~~~~~ l~~,EV A1ION r - -1 . ,'~/ r- ~- I - EF o c , .. IJ I fJ lJ I f J b IJ lJ nJ IJ fJ ~ if lp IJ f ] f1 IJ I fJ LJ I IJ I D IJ I - t>UMl'?~t2 ?MOl'\lJG, I J. '/ X~l At2I$A - --L ~ =:. ,~ I g - -- , If -D CD ---It ~2{ ~ Cf -=-- ,- ---------- ~ - D =[]- LJ -c 0- o -0 w-- -L i:1 - w ::J Et I , I I , I I ::J.. , ... f r , r ~, l,.... 1 c , J ... . I Q J--______ ~ c:::> ------~ --- ' ~- @ ~ / @ -Ilt~.~ J bl-' ' -------- ~r'. ~ ~ijO///~ //f A\2\'.nJsv ,//////// @/ 2:..._ :J ~ TO PANEL >>A" VIA PHOTO CEll I I i i i i i i i i I- ~t /fi / y~~~ ./ I '-,1 @I t ! [) ~ if "I,J -0 D - .:J " i:J ~ ~ ~ ~ ~ rn ::r:: ~ o ~ 9 ,.. '\. " , TO PA~EL '~" c:::> '","" VIA Pf iOTO CELL : @\ J 0 ( I ~ @ . 4[) ~ 4[) o .. .",--- , ,', '-- -~ 1/lllllill Illlllilll/I//III Ii. I --L I ---- -- -r- ~ 1 ~ , - 2 4 0-- --- I --D--=--_ r-t ~. -=D=, ---D=-__ g -Q--== G- ------=-D-::: ~ --9--- -=9= ..~ - ill ~# I L~ j c::::::::::s -- -1- -- _ <<:::::::::::JI t lJ /' ~ - - ..;. S-,- - --- -- - -- - o ~c~e~l~ 2.~ .~. A N ~ - -- -- \ U) en N ~ (I') ;r ~ II) ~ ~ C> .... .... :2 ex) CD ;r ~ II) ........ Iii z o ::I: a. @ ~~~~~~ MAP o 0>-0 OLLwmZ2LL o <(0 I:-:)O::IO::O o::OOOLLI:- <(0 W Z (L0:::2:2Zw (LO:: 0:2 o~oo::U)r=o z LLO(/)O::Z -<t- .u..J>-u2(L omz-o::wo l.JJ <tzwo- >>- O(L 0:: O::<(ZO:: ()I:- W2-I:-ZZU (f) uw.=W W 1- 0 W I:- 0:: ...J O::ZW...JI:-WW wl:-wiXW (/)21:- 3;:zm 1:-:)2v)' C3~ Ir,(/) ()'-"ZZI:-Z _O<(<(:)w O::Oo::WO 1:-2IW _J (/) I:- I <iIo::>-~1- 1:-02 <t SITE NOTES. CD NEW "SUBtt TRANSFORMER PAD & GROUNDING @ (1) - 2" TV & (1) - 4" TELCO WI PULE ROPE @ LOCATION OF BACKBOARD IN ROOM 15 @) CONDUITS FOR SECONDARY ELECTRIC (SEE I-LINE DRAWING) @ LOCATION OF ELECTRICAL METERS @ 3/4" PVC WI 3-#12 THHN - BELOW GRADE \ \ \ (,) I-LI 7" I I I \ Z \ n V ex: 0 I 0 I Y I (f) W ~ <( 0::::: 0 \ m \ > 0 V 0 --1 </ W (t/ ~ - LL ---- 0 \ <C Y 0 z > - <( 0::::: '\ <C N 0- (t/ (f) '\ <C - - - )~ /: \\ o , c;- L=~ ~__-~ .~ - - .=:J PROJECT TYPE: POWER PLAN DRAWN BY: JD DATE: PROJECT NO: 1-24-08 0803 CHECKED BY: DRAWING NO: JD FILE NAME: MODIFIED: 1 - 27 -08 - DRAWING SCALE: PLOT SCALE: _ - AS NOTED 1 - 1 SHEET NO: REV, E1 OF 3 nO\. 1>00 og '\)~~\I 'R.~~\ 5~\\f;~ G?J If' (p 4) llo~ Date Received: Planner: SH :'~' ^--- f1l- 6) Ie ptt9v , 11 '- ____4-16- ~-c. ./ EXISTING FIRE HYQRANT" A ! 187' FROM PROPEf{IY ~ .- LINE. Rt.tt.R TO SHEET Cl \ 10.00", PilI=' , \ CIJ bI) ",. ,... ~ ~ 0 · P"'4 CD ~ ~ CD > ::s ~ ~ CIJ · 6h ::s s~rn. O~~ o en It ~O I , ...- .. 00 A:~ ~ ~ ~ C..q. :; ,..... tn j, ,..... ,..... ..q. ..q. ~h -tJ ; : I 1 1 1 h I~ nil 1 1 ,I. 1 I I I ...- 0) ,..... ~ ~ ~ STORM DRAINAGE S fKUCTURE TABLE o ~ ~ p~-@ u I.'ili' ~ '/ ~ I 1 f u- ~/I @ ~ u~ul AD #1 12" FL OUT=470.92 GRATE=472.42 ST CO #1 10" FL OUT=474.19 RIM ELEV.=477.68 CB #1 6" FL OUT=474.32 GRATE=475.82 ....... ,.....0 E o!:;:~r'lO o~ '~1O (J N""" <>>1 N 05 r:n l.&J 0) N 7 .E ...... . t::: a:: 0 1.0 0 ~. :::> 0 r'l 00 E .... en ......... ""Ct' "'0 ~. ...... c .... .....= 0 ""Ct' ......... 0 o en i:i:IlO :; g ~ - -.... 1.0 en o t5 ..-....0 4 o~~..@ 00 a:::: x ..... , r'la.. ~ ~o ena.. ~ u "lJ u u u / j ! ~ '~ ~ ~ o r:n . J o AD 12 12" FL IN=471.6:f: 12" FL OUT=471.6:f: GRATE=473.13 ST CO #2 10" FL OUT =473.69 RIM ELEV.=477.54 (-:71 r-:) 1" Mt.1 t.R FOR FUTURE USE. CAP 1.5-' LINE .- FOR FUTURE USE. CB #2 6" FL OUT=474.32 GRATE=475.82 ST CO #3 12"FL OUT=473.19 RIM ELEV.=477.94 CB #3 6" FL OUT=475.70 GRATE=477.20 I I I I I I I I I I : 'J f, ; .>' \ I ~ \ AD 13 8" FL OUT=473.37 GRATE=475.04 SCALE: 1 "==20' : J I : , ST CO 64 12" FL OUT =472.69 RIM ELEV.=478.15 CB #4 6" FL OUT=476.00 GRATE=477.50 ~ 00 ,~-~ ~ c en. C) z ~ {=) . ~ 40' ~ 20' t... 20' 0 - / : J f I 1 , I I ST CO 65 12" FL OUT =472.19 RIM ELEV.=477.29 CB #5 6" FL OUT =476.12 GRATE=477.62 ~ o CONS1'KUCTION NOTES , J : I ~ , <:;::) ~ CONNECT TO EXISTING STUB. CONST TRASH DRAIN AS PER DETAIL REFER TO SHEET C5. CONST STD. CLEANOUT WITH CAST IRON LID. CONST 4" PVC W~It.t/ATER PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 6" PVC Wk)It.WATER PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST AREA DRAIN AS. PER DETAIL. REFER TO SHEET C5. CONST DUAL CHAMBER CATCH BASIN WITH FOSSIL FILTER INSERT AS PER DETAIL REFER TO SHEET C5. CONST DUAL CHAMBER CATCH BASIN AS PER DETAIL. REFER TO SHtt.1 C5. CONST BIO SWALE.AS PER DETAIL REFER TO SHEET C6. CONST 3" ROUND ROCK SPLASH PAD. INSTALL 6" WIDE TRENCH GRATE. CONST 6" STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 8" STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 10" STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 12" STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 10" QUAKIl:.t< TURN BUIIl:.RFLY VALVE. CONST 12" QUAKIl:.R TURN BUlltRFLY VALVE. CONST 1.5" PVC SCHEDULE 40 WATER LINE. CONST 3" PVC SCHEDULE 40 WATER LINE. CONST 6" C900 FIRE LINE. CONST 11/4" WATER Mt.It.R. CONST 3" WAIl:.t< Mt.It.R. CAN SUB~IIIUTE 2" METER IF AVAILABLE WITH LOW FLOW CHAMBER APPROVED BY SUB. - CONST 6" DOUBLE CHECK AS PER DETAIL. REFER TO SHEET C6. CONST 6" GATE VALVE FLG X MJ WITH RETAINER GLANDS. CONST 12" MJ X 6" FLG X 12" MJ I t.t WITH RETAINER GLANDS. CONST FIRE HYDRANT WITH RETAINER GLANDS AS PER S.U.B. ~ I U. 209. 230. 250. 279. ST CO #6 12" FL OUT=472.10 RIM ELEV.=475.29 CB 16 6" FL OUT =473.22 GRATE=474.83 iT I I f:P I I I:' I-I . : 1 I :3 ST co #7 12" FL OUT=472.17 RIM ELEV.=475.64 CB 17 6" FL OUT=4472.85 GRATE=474.83 280. 405. 413. ~ o t)) Q) ~ (:) ST CO #8 12" FL OUT=472.26 RIM ELEV.=475.64 CB #8 6" FL OUT=473.35 GRATE=474.85 :J : , !i I : :] I , :-~ . I '~.J , ~: I \ 1 , :=:J, ' I I - I , , I ::3 \, , \ , , I \ , 414. 444. WAST~nAl'Ef( SrKUCTURE TABLE ~ 00 WW co #7 4" FL OUT (E)=471.11 RIM ELEV.=478.51 WW CO 61 6" FL OUT. (E)=472.30 RIM ELEV.=475.82 ~ ~ ~ o U 450. 4n. 478. ~ ~ ~ cd ~ ~ .t; ~ :>:.V)~ .__ ~ c:l ~ ....., ~ ~ · ...-4 r-.... ~ I") '--1 c:l ~ ~ ~ C1)O~ I "') "'- ....-4 t\2 00.",- ~I WW CO #8 4" FL OUT (E)=473.60 RIM ELEV.=478.51 WW CO #2 6" FL OUT (NE)=469.30 RIM ELEV.=475.25 ~ (~) 479. 480. . 12"SD' Q) ~ ~ 481. 490. 491. 499. 500. 501. 510. 511. 520. '"tf ......,;) Q) .~ ~ ~ .~ ~ ~ ~ ~ ~ .~ \..) 530. 531. 540. LEGEND EXISTING OVER HEAD ELE~ I tdC EXISTING UTlLmES (I.E. lV, PHONE, ELE. GAS) PROPOSED UTILITIES (I.E. lV, PHONE, ELE, GAS) EXISTING WAIl:.t< LINE PROPOSED WATER LINE PROPOSED WATER Mt.Il:.R PROPOSED FIRE HYDRANT EXISTING WAIl:.t( VALVE EXISTING Wk) I t.t/ATER S"~ I tM EXISTING CLEANOUT PROPOSED Wk,Il:.WAltt< S'r~Il:.M EXISTING STORM DRAINAGE SY~ I tM . PROPOSED STORM DRAINAGE S'r~ Il:.M PROPOSED CATCH BASIN PROPOSED AREA DRAIN EXISTING CURB INLET EXISTING ~ I KEET LIGHT EXISTING lV PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT , EXISTING GAS RISER EXISTING STREET TREE OHE UTlL 'UTlL 12"W ' b N ~ II ,..... ~ It ~ rot) ..... 2"W · :>.: :>.: :>.: t:;j F CO CO CO It: It: 0 0 0 9 W tJJ tJJ tJJ ... >~~~ tJJ tJ;J tJ;J >: >: >: < tJJ tJJ tJJ 0 0:: 0:: 0:: U I!J . Q9 ..... ..... ........ .. ~ ~ f- -' ~ ::s aJ :::> c.n f- ::E 0::: 1LI a.. tii <i! z z cij 8 i:i: 8 ~~ I000o4 c."I..... en ..... rot) >: ~~. [JJ 0:: ~ N ,24"SD II G IQl * IT] If] I><J lGJ o SH~~f 1 ' C3 of 6 "