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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/18/2010 . 1111.11111 . I III -.........---. ..1_ ..l.llllj_l_ I II... ._JIII 1.1IlJjIIIIII.._.J. ."...,..... -_.'-... ...-"'.,,,.. ... 1 , TENTATIVE SUBDIVISION PLAT FOR 3AC< J01C - J,O J: 1--:S C _ ~ S- = 1 S ~ 3 ) V S 0 \j SW.1 /4 SEC.32, T.17S. R.2W. W.M. (TAX LOT 1701) SPRINGFIELD, LANE COUNTY, OREGON t1.) ~~ ill ~s s ~ 00 (( rr Q ~ ~ . (., - ,......0 E 0!;;~rri8 ~,...... 0), N u:i 0) f'I") .- ~~g~~ (/) 0 .q.- -0 .. -;::-- c: t-=O.q.-..........O (/)GJI.O:;:g -..........1.00 Ot5 ............0 o ~ ~ .. @ coo:::O~~ , f'I") a.. :I: u.: 0 (/)0.. ~ l ." 'I~ I '. ,tJ1 ~ ..,. ~ ~" I" -...,~~ter St ; :TY:""~;-"~',;'~'" .;,;!>:L.,'",:. ,,' "',': Ii, : i II I i ,f .' ...." ,....- t' .~_.~ I i ~ PI (fJ v.- ~ .~C; ;W~( C.!!IJ1_eIJt!l._~_ -- -;:. F:;J. ;f/J I ro, i ~I ',LFOUND 2-1/2" LONG NAIL MARKED "MAG" WITH WASHER MARKED "LANE COUNTY PIN" CSF NO. 41039 " ~ ~ o 00 " J o a:"-j i ..c I 1 i ~' ...J :- ____.~...., ;,~ {I} .: ~" AIcona Stj '00"" ,,-"" ; .<) W 00 . ...... ~ ~ o ~ , ~ ~ ----.,--t j "1...1 t ~ ,,0 -J t/ ~ ~ o~~ z~5 7 LlJO> 0'" N ~ - 0:: a:i l() - wen .ft\ . then:J """0 l() .. -wen ~ W"'W<o t:; ffi lL. ~ 0::), U '< ~~t~ o~i i :1' :5 Z , ( / ~ SCALE: 1 1'=30 I 30' " ,. "ba.. 301 60' o II r- -..--- -1 VICINITY MAP . NTS 'l,.t"I\::!, t" ~'\> APPUCANT / OWNER BACK PORCH PROPERTIES P. O. BOX 832 SWEET HOME, OR. 974386 PHONE: (541) 760-7881 PROJECT COORDINATOR OLSON & MORRIS 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 PHONE: (541) 302-9790 FAX: (541) 485-3253 SHEET IND EX C 1 SITE ASSESSMENT PLAN C2 TENTATIVE LAND DIVISION PLAN C3 GRADING / UTILITY PLAN C4 CIVIL DETAILS 4 BUILDING ELEVATIONS ~ N ~ L" ~ ~ CJ @ i t~i EX. WW MH .~ /8" FL IN (N)=475.26 ~. i /1 8" FL OUT (S)=474.97 i /'~ ~ RIM ;:~;~~~84'06 r! ~WATER METER :ia/ BANK OHE & I /-HC RAMP I\/~: ~ _ 0) f'I") 36.00' r ~ , ...... - - R )ADWAY r - :z ~J I, / I ~ C ~ ~ ~ a ~\:)\:) <\'\> ~ =- BLUEBELLE WAY NOTES: if) ~ CJ.) ~ ~ .~ ~ CQ ~ ~ ~~ ~ ~ ~ CJ.) ~ .~ ~ Cf. ~ C\$ ......-4 ~ J-;) ~ Q) S 00 Q) 00 00 < Q) I') · ....-4 rn @ 1. THE PROPERTY IS LeGATED IN ZONE X ON FIRM MAPS 41039C1162 F AND IS IN AN AREA DETERM\NED TO BE OUTSIDE 500- YEAR FLOOD PLAIN. 2. PROPERTY AND SURROUNDING PROPERTIES WITHIN 100 FT. NORTH, SOUTH AND WEST ARE ZONED MDR (MEDIUM DENSITY RESIDENTIAL). PROPERTIES TO THE EAST ARE ZONED LDR (LOW DENSITY RESIDENTIAL). 3. ELEVATIONS BASED ON EXISTING PK NAIL LOCATED AT THE NORTHWEST CORNER OF THE SITE. ELEVATION = 484.06. ~, ~\:)~ ~\> , \\ '\ ! i8.0C ' - tJ R/W. ~ /296.10' ~ EXISTING QWEST LINE TO BE RE-ROUTED . .' / .c- -EXISTING AC PAVI~G~ , TO BE REMOVED I- ::V'> g~ S88"20'27"E ~ ~ ~ c U -- --- ,0- -1 ~ - 0- '.\-EXISTING FENCE 0- ~ --,-- ~\:)~ -' <\" 'U E-c m I en "e.1 =. I C\! ~ ~ r jJ: 0') f'I") ~ ;,.. ~ ..... o V'> I r j ~ ~ ,~ 4. THERE ARE NO LTD FACILITIES LOCATED NEAR THE SITE. 5. HYDRANT LOCAYIONS'ARE " f\S SHOWN. ~ 01 FIRE HYDRANT ~~\. ~\. 6. THE MAJORITY OF THE PROPERTY LIES BETWEEN THE 20 YEAR TIME OF TRAVEL AND THE 99 YEAR TIME OF TRAVEL AS SHOWN. ~ ""'-0;) ~ "~ ~ .~ ~ ~ <:.!).. Zo i=oO ~ ~ ~ - rWASTEWATER /I ~ LATERAL -:-I-}- - II/' gJ rrj f'I") ..... ~ \:) \:) ~'\> 7. THERE IS NO SUBSTANTIAL VEGETATION ON SITE. 8. SOIL TYPES ON THIS SITE ARE 65% HOLCOMB SILTY CLAY LOAM, AND 35% OXLEY-URBAN LAND COMPLEX WITH HIGH WATER TABLE OF 1 TO 1.5' & 0.5 TO 1.5' RESPECTIVELY. () .,1.0dt ~ ; R/W~. ~ ~ rEXISTING FENCE j N88.20'27'W -0- ' 0 {"\ v ~~I\::!,I\::!, ~'\> - 0- -c -Q.296:J.Q.~, u 9. ALL FEATURES WITHIN THE RIGHT-OF-WAY (I.E. SIDEWALKS, DRIVEWAYS, HC RAMPS ETC.) ARE TO REMAIN IN PLACE. Q -. lY I o ~ N ..... o -0 o 'FOUND 5/8n IR W/RED CAP "LANE COUNTY R/W" CSF NO. 40968 f() \:) \:) ~'\> ~ '~ 0') i'7 I- y> g LEGEND 'OHE EXISTING OVER HEAD ELECTRIC ... -II- EXISTING- POWER POLES GAS EXISTING GAS LINE rJ EXISTING GAS VALVE 1t'W EXISTING WATER LINE [NJ EXISTING WATER METER Q9 EXISTING WATER VALVE ~ EXISTING FIRE HYDRANT wvr .8"WW EXISTING WASTEWATER SYSTEM ~ (@ . 24"SD EXISTING STORM DRAINAGE SYSTEM @ EXISTING CLEANOUT lQ] EXISTING CURB INLET ~ EXISTING STREET LIGHT [f] EXISTING TELEPHONE PEDESTAL ~ EXISTING J BOX n EXISTING MAIL BOX e FOUND MONUMENT TOT TIME OF TRAVEL J ~ 1<ft.1 I r ~~\:) \, ~'\> <0 \:)\:) ~'\> ~\:)~ ~'\> ~\:)\:) ~'\> '0 f'I") ,.,.., N " ...- s: ~ <c- o ...- :>: :>: :>: ~ ......... co CS co co co ......... ! ~ (0 Z IX: Q Q Q tJ ~ w w w t:ii ~ ~ ~ ~ W W W w a ~ 5= - 5= < > g: ~ w ~ 8 c::: ~~ ~\:)~ ~ ~'\> ZONE OF CONCENTRATION ~ (99 YEAR TOT) ~\:)\:) <\" \: t~ ~ o J-Iool ga > W 0::: -, \ , j. '-... .. CAMILLA ST.KEET Cf. FOUND 2-1/2" LONG NAIL MARKED "MAG" WITH WASHER MARKED "LANE COUNTY PIN" CSF NO. 41039 SHt;~' 1 ' C~ of h I !Ihtl/ ~ - L: . I C. '-""' J-A1 )e~201 0 ~o6oo-q Pet--5l)~(\\rITt'\0 rtt~?I1\Jq- 5Q8/) ( v IS/OtJ T&NTf\1CUE- W 4 DJ!&::idLfbYT-hr "JvbpeAi1€..:) LU:- 6-Y-- & )~ ASSESSORS MAP# 17-02-32-33 TAX LOT 1701 , ~]) co ~' I 'I ~Lf 2. STORM WATER TREATMENT WILL BE HANDLED BY DUAL CHAMBER CATCH BASINS AND A BIO-SWALE AS SHOWN ON SHEET C2 & C3. 3. SITE SHALL BE GRADED TO PREVENT STORM WATER RUNOFF TO ADJACENT PROPERTIES. 4. PARKING LIGHTING IS NOT PROPOSED FOR THIS SITE. 5. PROPOSED WASTEWATER AND STORM DRAINAGE SYSTEMS SHALL BE PRIVATE. 6. PROPOSED FILL = 530 CU. YD. OF GRANULAR FILL. 7. PROPOSED CUT = 430 CU. YD. 8. BACKFLOW PREVENTION SHALL BE PROVIDED WITH THE LANDSCAPE IRRIGATION SYSTEM. 9. IRRIGATION SYSTEM SHALL BE FULLY AUTOMATIC UNDERGROUND. SITE DATA: -TOTAL DEVELOPMENT AREA = 0.904 AC (39,381 SQ. FT.) (HISTORIC PARCEL SIZE PRIOR TO R/W DEDICATION = 1.00 AC) LANDSCAPE AREA = 15,946 SQ. FT. (40.49%) EXISTING IMPERVIOUS AC AREA = 5,850 SQ. FT. PROPOSED IMPERVIOUS AC AREA = 11,315 SQ. FT. (28.73%) CONCRETE AREA = 1,986 SQ. FT. (5.04%) BUILDING AREA = 10,134 SQ. FT. FOOTPRINT (25.73%) DENSITY = 12 UNITS PER ACRES. II! t1.) bO ~ .$ ~ ~ ~ <1> Q,)~ ........ <1> ~ .~ S~oo O~~ It NOTES: 1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE STORM & WASTEWATER SHOWN ON SHEET C3. PRIVATE UTILITIES (WATER, GAS, ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY ON SHEET C3. GAS, ELECTRIC, PHONE & CABLE WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. ); ~ ~ o 00 J o CI:J . ...... ~ ~ o ~ ...... ,......0 E O~~f'I")o o ",,' I - 1.0 (.) N""'" 0)1 N u:i 0) f'I") .- l..LJ NIt:: ~~g~~ (/) 0 .q.- -0 .. .......... c: -0 -..........0 .....(/) --J .q.- ..... c: l..LJ1.O.q.-O -..........1.00 o t5 ............0 o ~ ~ .. @ COa:::O~~ , f'I") a.. :I: u.: 0 (/)0.. ~ ~ I II I ;./ SCALE: 1"=20' 20' 0 20' 40' ~"..." _- ~. r'''-'-'''- ...-...--, /" '0 <it/ v~ ~ oZ~ z~o 7 LlJO> 0'" _ N ~-o:: all() - m~:J 06 l() .. ffi~en 1 ~,..t3<o ~ "00 o~z 0 o::z :;~ ~ o.~~f(. ~ ~ '- >\( "a::: ~t EX. WW MH 8" FL IN (N)=475.26 8" FL OUT (S)=474.97 RIM ELEV=483.38 Cb~~ <\'\> \; BLUEBELLE WAY \ ~ ex) --- . - 5.00'--' 10.00' r--'\r.', ' '~ ~. ~.'" ".: ", - t...-..L..:._ ~\~ 4 . r l"..--,~--- :n \ I ~ r, tic/' ~,' J:.,"'... tIc~ . . . 4. . ~ ",' ./... "'.11 .... '. , ~. t ;'4 r. : 1- o yQ ~ + J ~. }r-+' .< ,55.00' - ~ - \ "-R=8.00' R=8.00' 12" STORM "8 LATERAL ~ N 8" WASTEWATER LATERAL ---6.46' ~ 52.91' .. ~ ~ . 0') co . 'c- 6.4&!--- --- '___ ....-6.46' ~ o -q- " -...... ._.,~""_.. ~ l:l ;+ ~' 30.00' +- j El 75.00' El ~_n.L 'h 1.0 1'1") ~~ <\'\> ~ C ~ ~ (/) ~ a = ~ cd CJ.) ......... ~ ~ ~ .~ .1') ~ = ~ CQ Q) "'f-,:) S ~ ~ g ~ c o CJ.) \...) 0 ~~ 4 ~ ~ Q) ~ ~ :> <:1) I ~ ~ ~ Q) CJ.) "'d .1') ;J ~ · ....-t ~ rn .~ .~ ~ ~ .~ ~ ~ j!= N ..... ~ METER @) ~ :::-~ , ~ \ ~ , 484__ = <=r1 ~ (0 m ........ ~ " .' 4. '.. tt." '. ~' ' . ~. r.. ....:.c-l .,' J. __-."a ~'4 . ... . ~- 4, . .. ", ' ,. 'to ' . . '" .' ~l1. . \ . _ _' , . , ,0. ' po.....--."...... 4, ' ...."...,,'~.' ,\ " ' I! ,~ ' , 'r. " , _ r,-~ .~,'. 0. \ .. 15.28 --"t ..... 4 . " ~ " ..~,- + ~"} " 0. " '~: R=5.00._7 ." 18.0C -..... LOT 5 5,000 SF ~\:)~ <\.'\> ~ 10 ,...... to co , I . 11."-_111111111 nJ..'. It>'~ -: ~ i= ... or . 1: (0 0) . . ' (0 I"') , '., ':q. J ~ 1 ;-~ tV') -.. i- I 1-- J-' ~ I"') 'h 1.0 to co 485 If LOT 21 II 4.531 SF , - LOT 3 Jf;4.534.SF o LO <0 (0 6.. R=5.00'-1- z <0 . t5 C"! r'/"' L- a::: <0 P' . , LLJ co 1/, ~. +'" l..LJ - . \ ", : .n""-l...J~~~ 'I '4 , . .. ~~ p: N - ~ ,r." II...,. - j ~~ :- 4 b. : o + ~ + R=8.00' 75.00' In N S88t05'21"E ~ I d ~ ex:> + o. '" d ,...", '!:J \:)~ <\'\> ~ 1-- (", Sl o I"') 296.10' PROPOSED STORM DRAINAGE FACILllY .. 'c- (0 &ri t --....:r- N88t20'27"W =28.00 + ~~':'. .....} ~ , ~"", . In N 1'1") 'c- .. E-4 ~ ~ ~ E-4 CZ) "'d d N ~ LOT 6 4,975 SF ~~~ <\'\> , 'L .. _ LU u_ I IL- . CZ) v;:: " ~I ~ ~ 1 P':b. : ..t ? ,'", I) +-. , : ',~ , ~. . J ~...... ----.." .. ", ~ ~ , r-.... Il' .. v ""': , . I (0 '. (0 J. i . 15 ~ 0 N " 't""" ~ o.q.- - - :>: :>: :>: ......... co (:) ~ ~ ~ ~ ~ ~. z ~ Q Q Q b ~ ~ tiJ tiJ ~ ~ ~ ~ tiJ t!a tiJ tiJ """) - - .( ~ > > > ~ Q., ~ ~ ~ 8 /" iI= ~ ro~~ N <\'\> \; ~ C:) O;,O;,~' / ~ <\\> 1] ~\:)~ 'O~~ ~~~ <::rJ <\'\> <\'\> @ , <\'\> ~\:)O;, <\'\> ~ f-- ~\:)\:) ;. ::':' 0 f'I") <\'\> \: I, I j ~ ~ 7JJ ~ :> CiJ 0:: SHbE' 1 ~ C2 of L.. 2 of {p ea~{s BLUEBELLE WAY == -- : ~~~ <\,\> 'U '.::,~~ <\,\> 'S ~~~ \, <\,\> ~~~ ~ <\,\> LEGEND OHE EXISTING OVER HEAD ELECTRIC -e- --II- EXISTING POWER POLES GAS . EXISTING GAS LINE rJ EXISTING GAS VALVE 12"W' EXISTING WATER LINE [WJ EXISTING WATER METER @ EXISTING WATER VALVE ~ EXISTING FIRE HYDRANT ~ 8"WW EXISTING WASTEWATER SYSTEM @ 30"ST EXISTING STORM DRAINAGE SYSTEM @ EXISTING CLEANOUT [Q1 EXISTING CURB INLET ~ EXISTING STREET LIGHT [f] EXISTING TELEPHONE PEDESTAL ~ EXISTING J BOX L.:..J EXISTING MAIL BOX e FOUND MONUMENT UTLI PROPOSED UTILITIES (I.E. GAS, ELECTRIC WATER. CATV & PHONE) 6"WW PROPOSED PRIVATE WASTEWATER SYSTEM 12"Sl PROPOSED PRIVATE STORM DRAINAGE SYSTEM IffilI PROPOSED CATCH BASIN C PROPOSED CLEANOUT (\J) PROPOSED AREA DRAIN BW BACK OF WALK GRADE AC ASPHALT GRADE FL FLOW LINE OF DITCH FFE FINISHED FLOOR ELEVATION NOTES: 1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. ALL ON SITE UTILITIES ARE PRIVATE. 2. 6,400 SQ. FT. OF THE AC PAVED AREA WILL BE TREATED THROUGH THE PROPOSED BIO-SWALE THE REMAINING AREA WILL BE TREATED THROUGH THE CATCH BASINS AS SHOWN. 3. SEE STORM DRAINAGE REPORT FOR RUN OFF CALCULATIONS AND RESIDENT TIME IN BIO-SWALE. (g) J ~ I II I -~~ Xl / ./ . ~ (/./ tP ' EX. WW MH /" ' / 8" FL IN (N)=475.26 ~ _____; 8" FL OUT (5), =474.97 rw I' RIM ELEV=483.38 OJ~~ <\,\> \: @ ~ N ..... / , r ~ @ ~ , \\ \ ----------.~ ~~ <\,\> .~' . \. .UTIL...... . '. I:> . . fl 1:>. . \ .. ___r I . . . b. . . ......., H, ..... 4 . I~~ · UTIL~ ~~ ~~ . . , .,., -, - 'c, .' ~-~.,::.2 ,'~ \ ... -.....--,~ <:.rJ -UTIL - --I fr' ~. . .' :-;~~4.?7 / ~ 6"~1 . >.' <;"~.' .: V" . \,.-) .'J LOT 5 g g. ri~T~2 ,g. ~ i~'ST jL.,4"WW FFE=484.80 LOT 3 .' LOT 4 ' ~ oru" /... 4"WW ,.':::; I FFE=484.69 . FFE=484.69 I' I- , : ~ i~' } ~..~ ~! ~"" !~ l. 1~4.~,_ /" :\6"5-[-' ,. '1- V Co ::. '. . : .... : ","..1.. t'f~. -~.'. :~? <0 ,0/ 1~4.80 . ~ J- ..."1 . '. - RiOG IN: ~ y> (0 (0.... J(/) . ~i -~ 48t42 · ~ 484.46 / ,V ,~::~..:,? :; I AC -'G AC J-. LOT 6 ~ I J- ,y> FFE=484.25 n 0:: I ~ . ."tx) yL- d-"Ww 6:.U'~ > ~~'~ ~ 6"WW-~ u4"ww ~"':,': ,t! 1\ 484.06 1483.7~ AC AC ~ l>'p' ' r .,; t. .".: J .. g . . 4~ '. '60.... '..c,'..fl.l:>. . . .. t ". b. .....-. ... 4 . f I '"n \ 'I g , / r lJ j ( LOT 2 FFE=484.69 L,J.:. ~:I' .' .' ., ,v . 1'~' ~ . ..;;:) . . " L. '.., J ~ \ ( --.LOT 1 g g J/9j r.. bt~F~~ ~~ AC AC (~ t.KACT A ~ s ~'lilW t> .\IJ ~ IM'> ~ " J- y> ...J t= :::> ...J t= :::> 485 lJ to- }') o ,." ~~~ <\,\> ~l -. ~= ../\........., ',,- .t-~] ",:.', .. ~ 1 . ---+ / ~ "".. \ 484.42 AC , co ',4 '. . UTIL' . c, . , jJ: N ...... t-=- y> t? .. UTIL ~ '- c - -L~ .. e-. ~ ~ ~ CI.2 ~ = N ~ j t~ ~, ~ ! UTfL ~ CJ ~W-=-II ~~~._,frww '1~2.75 / ~ '~,~ '" 482.40 ,/AC I,'-Y , ~ > Sit 484.00 _ BW' \l.iJ . 00 , ~.~: :'f 1/ . c. L.'S' ~ ',,4.' if ~ T'- ( S=0.50% . __ < I '- t, Sl o ,." /' 81.40 FL ..... 81.65 GRATE 3' BREAK IN CURB FOR DRAINAGE WITH CONCRETE SCUPER TO BIO-SWALE I V;;,~~ j!= E N <\,\> ~ .....- (/1 I ~ ~ ~~~ <o~~ ~~~ 0l <\,\> <\,\> <\,\> @) ~ / 1-- ~~~ ;, Sle... ") 0 <\,\> '\: f'I") II " SCALE: 1 1'=20' 20' o 20' 40' r~-- L",.J - - r- - ..____n -.--.::-i 3 of U PQ~S , t1.) bt) t1.) ~ ~ 1.11 ~(r=ff Q ~ ~ ~~ - ,......0 E O"'~f'I")O -~ 0 .q- 0) 1.0 ~ ~ "" N ~ I ~.~ VJ. UJ NIt.: ,.... . ...... ~ ~ g ~ ~ ...... ~ (/) 0 .q- -0 o ~. .. -;::-- c: "" ...... t-= 0 .q- .......... 0 VJ. 0 (/) GJ 1.0 :;: g , I ~ G: .......... I.t") 0 O O~ ............0 . 0 ~ ~ .. @ COO:::O~~ , f'I") a.. :I: u.: 0 (/)0.. ~ ~ 0 ~ = ~ C/) ~ cd a I I ~ ~ Q0 ~ ~ ~ J..;) .~ . . J ~ I I · ...-t ~ I ") CQ ~ W ~ 0(3~~ 0 ~~ t:..,) b.O ~ ~ = ~ ~ .~ ~ . "\.J t. ~ Cd ~ ~ C-' Q0 '1j ~ Q) ~ ~ .~ .~ . I ., ~ ~ · ...-t r:n ~ .~ ~ ~ b f'I") N N " - ~ O.q- ...... - ~ ~ ~ .......... ex) ~ ~ f: CQ CQ CQ .......... Q Q Q (0 ~ = b 0 ll.l lJJ lJJ lJJ :c > a: a: a: ~ lJJ ~ f:3 lJJ lJJ ~ - - <( > > > Q ~ ~ ~ ~ 8 cij ~ ..... U) ..... > tJJ 0: SH~~t I' C3 of 4 TRAP W / HINGED LID FITTING AS NEEDED r SOLID PLATE LID ~ BIKE PROOF STEEL GRATE J IIUll) IIIIUJIII~~, \ss\\\==f.L 12" s\\\~\\ ~\~\' / TRAP W / HINGED LID 53-1/4"x 29-1/4" .10 GA. STEEL CATCH BASIN WITH 24" SUMP. ASPHALT COATED INSIDE AND OUT. , ~ A OUTLEr PIPE ~ 24" SUMP rtJa= F~ .Tfjg " ::::::: I/J ;:::i: 1I/~ f::: 11/ I~ --'I /1,::::::::: 1'1- ::::: Is:: III: .' PROVIDE SMOOTH LEVEL BASE OUTLEr ELEVATIONS AS SHOWN ON PLANS , \ ..... 53-1/4" ..... JOINT TRENCH DETAIL N.T.S. .DUAL CHAMBER CATCH BASIN. NJ.S. ~P~~ ~:B ~ ..:-:. ~~RV::TICA; ~)> . ':~. -J.I' ;- ~~~G PER <.SLOPE=O.50% ~ 'I>' ....... .,.' ". · " " ~. .;~~ .:i.-'.,.!.....'~ .....:.~,L 7// // // // // // V ,,':- ~:.-'~ -7':-: ~.-:-'"~ ..... ,.'t 1>".. ~.: ")i->,,/~///.///~//./:'/~//' ;:./ ~ % :' . .;. '" '''. ' '4'! ,,;-r':"7'~T7/ ' . ~// //////////' ~:-rt'~.---r(/~ 7 / ~ ~ ~{/::;{/j:;/,/j:;: ;..-: ~ :/ , ~~~ ..... .....~. .. PROPOSED 8" AREA DRAIN @ FLOW LINE ~.J 3" CONCRETE OVER 1" CRUSHED ROCK FLOW LINE OF BIO-SWALE SECTION A-A NTS .... 6.0' 8" STORM PIPE FLQW TO STORM ~YSTEM d ..... PROPOSED BIO-SWALE AT OUTFALL EXTRUDED CURB ~ EDGE OF AC ~ NTS R= 1.0' l'::.(~' L:.,:~.~!',~>(/' ,~ '. " ~:~,~. ":" ",.:: ',. ~.t , . ~ .: ,: .. . ", ~ J." ....., ;, ~ If .... 2.0 ",,". ..." J '. " ~ ....., .: # -. ". ~ :< . ":-/1': .~< :~'; ::'" .:.'.:.\ ~ ; ;.~~:',;'::'.;'~' ~::'~:'.' ..... t.::: 'l> 1>. .~ ,," ~ t>" .., '. " f :",,' :",:: ",:' . ','~ ,.~: . . " . _" 1>/1 : .'" '... t> : ' NOTES: 1. BIO-SWALE TO BE FULLY SEEDED W /GRASSES 2. TREES TO BE PLANTED 25' ON CENTER. 3. CONSTRUCT CHECK DAM AT MIDPOINT OF SWALE. , B g" VERTICAL / CURB FLOW LINE OF BIO-SWALE ......A , t1.) = bJ:) t1.) ~ ~ ~ ~ ~ ~~ ~ .~oo (1!,8~: ,......0 E ~ 0 !;; ~ f'I") 8 0...... _ 1.0 . N I ~ ""1 N r.n 00 0) I f'I").c ,-4 . ...... ~ ~ ~ J, a ~ ~ 5of'l")coE o ~. (/) .............q--g .,." 0"'" t-= 0 :;: .......... 0 \wi""" (/) GJ 1.0 :;: g , J ~ i:i:..........1.O r.n O o~ ............0 o ~ ~ .. @ coo:::o~~ , f'I") a.. :I: u.: 0 (/)0.. ~ 9" VERTICAL~ t CURB \ .,.......:" " ~ I', " ...,.., 10 ~, \ '. ' . .. . 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