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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/9/2010 ~ ~bs.~ <\,V I -, BLUEBELLE WAY .(f. ==::::,. , \\ \' - . bs.\::) ~ ~'V ----. ~ ~~~~ <\,v ~~~ \, <\,v ~~'b n.) <\,v. . CAMILLA STREET (f. ASSESSORS MAP# 17-02-32-33' TAX LOT 1701 ~\ I 'tFOUND 2-1/2" LONG NAIL MARKED "MAG" WITH . WASHER MARKED "LANE COUNTY PIN" CSF NO. 41039 f)l .! EX.WW MH ~}. /8" FL IN (N)=475.26 }U l~g} I 8" FL OUT (S)=474.97 J ~I,! RIM ELEV=483.38 ~-, ~ N~L ,:z /'-, r ELEV',=484.06 r I rWATER METER I BANK OHE C:)J j!= ~, N ..- ~ ~ r:> ~ 1.' / ..... Y> gC:)J ! i8.0C ' t.l R/W m \/ 36.00' Vi R )ADWAY r . .... ') ~HC RAMP E-c J:';IQ J:';IQ ~ ' I_,FIRE HYDRANT ~, I ~ -~ -P~r ~STORM LATERAL z b :z I") ~o10 I") . B ~~'. /--WASTEWATER I , ~ . LATERAL ~7 .- @ ,o,,~~ <\,v .......... /" 296. 1 0' ~ EXISTING QWEST LINE TO BE RE-ROUTED . -,- ~~~ <\\> \: -<'>-----r;;J.96,..1.Q~..0 FOUND 5/8" IR WIRED CAP "LANE COUNTY' R/W" CSF NO. 40968 '()~~ ~-.; , / EXISTING AC PAVlNG~ . TO BE REMOVED . ., -v: rn bO rn ~ ~~ t .I~ ~~ g= 00 (~ O~~ .1 ('\ _ ,......0 E o,......~,.,.,o o~~LO~ C'-I ,...... ""," C'-I en en ,.,., . c: j:: . ~ I 5 5Ct:I")~E (/) 0 ~ "'0 .. -:::- c t-= :3 .q-. -:::- g (/)l.LJLO~O -..........LOen o t3............,o o ~ ~ .. @ CX)Ct:o~::t:: ., t") c.. :r: u: 0 (/)c.. ~ A ) 1.0dt i 'R/W~"~ ~ 7'" 0') ~ N ...- I- y> o to) C:)J @ a I . -0 UJ t, FOUND 2-1/2" LONG NAIL MARKED "MAG" WITH WASHER MARKED "LANE COUNTY PIN" CSF NO. 41039 '0 I") I") N ~II ...- 0 .q- ...- ..- :>: :>: :>: , co e:s ~ ~ ~ IX) IX) ., Z 0 0 <.0 t> ~ . til. til ~ :: a: a: ~'" Eg. ~' til til E:a - - ~. <(,g >. > > &5 ~." ~ til ,.0' 'Q;.. Q:;: u. . TENTATIVE SUBDIVISION PLAT FOR 3AC< PO,C- :),0:):,- :8 C_~8-: ,8~ 3) V 80~ SW.1/4 SEC.32, T.17S. R.2W.W.M. (TAX' LOT 1701) SPRINGFIELD, LANE COUNTY, OREGON ., \11 t '" ., )~ ~ 00 ~ . ....... o t: r.n 0 d~ SCALE: 1 ~30' 30' \ 60' I 30' 0 ~ SHEET INDEX . C 1 SITE ASSESSMENT PLAN C2 TENTATIVE LAND DIVISION PLAN C3 GRADING / UTILITY PLAN C4 CIVIL DETAILS 4 BUILDING ELEVATIONS APPLICANT / 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 NOTES: C/J ' CJ) .~ ~ .~ 'c.\) ,: ~H' o .~. ~'., .~ O.'~ ~~.. Cj '~ o ~ ~ () ~ .CQ .. S88+20'27"E I bs.t;;::,~ <\,~ 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS. 41 039C1162 F AND IS IN AN AREA DETERMINED 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 NORTHW~ST CORNER OF THE SITE. ELEVATION = 484.06. 4. THERE -ARE NO LTD FACILITIES LOCATED NEAR THE. SITE. . 5. HYDRANT LOCATIONS ARE AS SHOWN. = cd ......-4 ~ ~ = a:> S r.n r.n Q.) r.n r.n . -< .(1) "f .'"> ..~ "00 I ~ II -- -- ~ ' 0-- 0 "-EXISTING FENCE ,0 ..-J fl.~' ~" I j!=' ~F:r" ~ !f> ...... o (/) I r i : ! . ~ "'^~:"/~~Jj::t> oj o ....; I") ...... ~~~ <\,~ 6. THE MAJORITY OF tHE PROPERTY LIES. BETWEEN THE 20 YEAR TIME OF TRAVEL. AND THE. 99 YEAR TIME OF TRAVEL AS SHOWN. 7. THERE IS NO SUBSTANTIAL VEGETATION ON SITE. 8. SOIL TYPES ON THIS S\TE 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. 9. ALL FEATURES WITHIN TH[ RIGHT-OF~WAY (I.E. SIDEWALKS, DRIVEWAYS, HC RAMPS ETC.) ARE TO REMAIN IN PLACE. () ~EXISTING FENCE . NB8+20'27"W ---0-' , -0 ~o () 4' ,) o o o O;,~~ <\,V <c~~ <\,V LEGEND OHE EXISTING OVER HEAD ELECTRIC' -e- ___ EXISTNG POWER POLES GAS EXIST ~G GAS LINE rJ EXISTNG GAS VALVE 12"W EXIS1NG WATER LINE . [W] EXIS1NG WATER Mtlt.R @ EXIS]NG WATER, VALVE ~ EXI~ING FIRE HYDRANT I WW' 8"WW EXI~ING WASTEWATER SYSTEM ~ @. 24 "SO EXIS'ING STORM DRAINAGE SYSTEM @ EXI~ING .CLEANOUT lQl EXIS"ING CURB INLET ~ EXlfflNG STREET LIGHT . I1 EXITING TELEPHONE PEDESTAL ~ EX>TING J BOX . , . I E)GTING MAIL BOX e FQJND MONUMENT TOT TIE OF TRAVEL SHE.E"l ' C.. of ~~~ <\,V . ZONE OF CONCENTRATION . (99 YEAR TOT) o ...- .~. .......... ,...... .0 == 'e cif ..Q Z. ~ o ,~ U3 :+:; IoooooC .s > ,~ w a: ...- ~ o ~, Q.) .~ o ~ -;...,) ~ '0 u Q.)' ~ ~ ~ ~ .......,;) Q.) .~ ~ ~ . .~ . .~ ~. rth~ SlJ~t..o~l) -" OO()oQ Suh~~ ' WtMv/~rMft-PcY&Vt p~ D~i: ?~ L.. ~. Date Received:',,; Jv jUL-9 Original Submittf:iL..,... _.,. 4 ~~ 'U II', ~~ ..... .... ~~~~ ~~ '!:>~ " ~~ "5 ~~~ ~~ "S ~ lJ: N ...- ,I l= C'-I .,.-- 1-- }1 o I") E-4 ~ ~ ~ CZ) '"t:1 = N ~ 00 1-- J1> o I") ~ r~1 -~ '11 I ,_ ;, ~I EX. WW MH . t! ~ .....-'8" FL IN (N)=475.26 ~ ~/ 8ft FL OUT (S)=474.97 ~ RIM ELEV=483.38 ~ co O;,~~ ~~ \: ~ PROPOSED COMMON OPEN SPACE 20' X- 30' (BASKETBALL AREA) = 600 SQ. FT. ~. ~ r ~ METER @) 48. . 4___ <::~ " 4. '. ,c,": ~~' ' {r.',Ilo" t.' ," 15.28' -,-,,:,... '. ....' 4 ' ....-..:-.....:!,r, ....... ~ to " '\' ...- ~O~ I . 1 .. ',j' v-- I 10.0J' ~ .\....,,~~, ~\'" ,.' . _\ · ~..........> <\.', PROPOSED l.........;~l .00' P.U.E. I / " LOT 1 " 17: I,:",r..,. ~~. j-~ . " ,- " I") I .e.'Y II.... ,'~ ~ L. " "4 l> . ~.",."iflIA' I . ,. , '&. 52.91' .. ~ to ~ 6.46!--- -.... &.4€' =----. ~ 4, ., .. . c.... . . "/I:' {'r.'c" . \ ," - -:~.:,-,;.:.' ~ ' ~....._...~..... ----6.46 ' .. 52.91' o C>> :- ____---6.46' ~ ~ C) B ---- \'rl \ I ~ kUl' I ~ fJ i' LOT 3 7,037 SF J ~~ 485 lJ. LOT 2, 7,037 SF LOT 4 8.017 SF f. ;8 'd C'-f "P- -, >- ~'r) ffi , "/~'O ....'~ L&.JO :'4 !to:1 :::E,.,.; . ~~.J. L&.J ~ ~~ II -' ~= 'i - j.~ c- c::- ,.,.. - ~- """' -+ c.L '4 . .. . <\ , II .... ~ b .. . ',4 .... ... ,Ilo ' , .. .... ' . · :- <\ C> " - . l> ' , , A., . .a .. ..... ~ :'4 '" : If. . , . . , ' , od + ('.,.- , ,+ - 'R=8.00' R=8.00'Y-- 12ft STORM g LATERAL ~ N + + + :7 R=8'00'Y--' <=8.00'R=8.00' ~ + \-R=8.00' + ~!- . ~ C':) "- gl \ .1 ~I I ~ LOT 6 4,989 SF L i'i )'0 '~ , v" L(') 1~ .;~:C, · po , 1, ,', . r lOP' .. I , (0 r.. ~v I")i I . , . ", I ~i t' , L! R=8.00' VARIABLE WIDTH EMERGENCY / PROPOSED PARK .ill"" 'u.J 15 /' ~ r:o~~ C~ ~'\> ~ & i~ <=;J ~ ~ I ) t;; l: o ,.,., " I I ~~~ ~'\> \: -If 7.00' J N88'20'27"W - ___ PROPOSED 7.00' P.U.E. N~~fOb'~l"W F - 23.00' l O'J I") ;,. LO . ~. }U J.A..I en c>> I") I") ;r ;,. ~ ~ ..- 0.' ~ :z ~ F O'J I") ;,. ~ ~ "" C'-f d L{) , , L=34.46 R=22.00 DA=89. 44'54" CA=N46. 47'06"E CL=31.04 .~/ , i .188.41 ' . S8~.20'27"E bkU.. oc>> 0 ,.,.;!" q I").q- I") ...- L{) I") . "P- "P- o :z ~ o " N ...- SCALE: 1"=30' 30' 0 30' ~'-1 .- ACCESS & UTILITY EASEMENT '0 7.00' q N88.20'27~ ~ , ------ 233.31 ' - N88.20'27"W PROPOSED EASEMENT MAP .. 60' , , , i SCALE: 1 "=20' ~~ ~'\> 20' 0 ~ 20' I 40' I 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 = 15,457 SQ. FT. (39.25%) COMMON OPEN SPACE = 7,810 SQ. FT EXISTING IMPERVIOUS AC AREA = 5,850 SQ. FT. PROPOSED IMPERVIOUS AC AREA = 11,695 SQ. FT. (27.82%) CONCRETE AREA = 2,095 SQ. FT. (5.32%) BUILDING AREA = 10,134 SQ. FT. FOOTPRINT (25.73%) DENSITY = 12 UNITS PER ACRES. ~~~ ~~ NOTES: · 1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE STORM & WASTEWATER SHOWN ON SHEET C3. PRIVATE UTILITIES (WATER, 9A~,......IL~CJ8J~.PHONE & CABLE) ARE SHOWN CONCEPTUALLY ON SHEET C3. G~S, 'ELEC~fRIC, PHONE .,& CABLE WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. STORM' WATER TREATMENT WILL BE HANDLED BY DUAL CHAMBER CATCH BASINS AND A BrO-SWALE AS SHOWN ON SHEET C2 & C3. SITE SHALL BE GRADED TO PREVENT STORM WATER RUNOFF TO ADJACENT PROPERTIES. PARKING LIGHTING IS NOT PROPOSED FOR THIS SITE. A TRASH RECEPTACLE ENCLOSURE IS NOT PROPOSED FOR THE SITE. PROPOSED WAST[WATER AND STORM DRAINAGE SYSTEMS SHALL BE PRIVATE. PROPOSED FILL = 481 CU. YD. OF GRANULAR FILL. 8. PROPOSED CUT::: 453 CU. YD. 9. BACKFLOW PREVENTION SHALL BE PROVIDED WITH THE LANDSCAPE IRRIGATION SYSTEM. 10. IRRIGATION SYSTE~ SHALL BE FULLY AUTOMATIC UNDERGROUND. 11. CURBS SHALL BEl PAINTED RED WITH "NO PARKING-FIRE LANE" ON AC PAVING ON BOT6 SIDES OF THE FIRE APPARATUS ACCESS ROAD EXCEPT FOR THE DESIGnATED VEHICLE PARKING SPACES SHOWN. 2 of L~ 'i)Q3t:S . I A rn ~ f.1 i ~~ ff.'\ 0 ~ ~_ \.... ,...... 0 E g~~~~ C'-I S; I ~.!!2 l=! C'-I,t:: 5O:::;S~~ (/) 0 ..q- "'0 .. -:::- . c: ....:9.q--:::-g (/)L&.JLO~O --LOen o~ ............'0 o ~ ~ .. @ CX)Ct:O~~ , I") c.. :r: u: 0 (/)c.. ~ ~ ~ o , r.n I o r:n. . ...... t: o ~ , } z"'~ ~~::::t ~~ ~ fi1~ ~\.~ )z ~ 0 ~ ffi V5 0:= 0 ": cd l!) ...- ~.f{l ~ ,8 ~ LU~~ fa I..t... 0::: >.u 4;( 0::00 O:.JZ 0 0:= Z(' ~ .~ ~ 0-:5' ~ ~ :s z L&.J , ...... Ct: ~ 0 ~ ~ C/) ~ CJ) 0 = .~ ctj ~ ......... ~ ~ CJ) I ") ~ = ~ Q) ~ ~ S .~ ~ ~ 0 ~ l:> o ~~ ......... () ~ Q) ~ ~ > 0 ~ ~ ~ Q) ~ ~ J-:) .....,;) . ,..... () ~ r:n ~ .~ ~ CQ .~ ~ ~ I"") b N C"'-l ~II ...- o .q- ...- .' ...- :>: :>: :>: , co e:s ~ e:; IX) IX) IX) ~,z a:: 0 0 0 G .~ til til til :c a: a: at ~ til 3 til til E:a a - - < > > > 0 ~ en ~ ~ ~ 8 0 ...- ~, " ,...... ~ g E ..c =' (f) Q) > sa +:; ..s >- c:: t.tJ ~ 0: ...- SH~~' _ I C2 "" 0" t.. ... . ~ Da.te. R. eceived: .1...... . ~'. JUL ~ . , Original Subrl1It~~t 'H_.'~ ~ BLUE BELLE WAY = ~~~ ~\> 'U ~~~ ~\> n:, ~~~ \, ~\> .~~ ~~ ~\> I . ~ " \\ \ .. I /, I ./' (g) ~ @ ;= C"-! .-- ~rl ~ ~ t-- J- ') . o I") ~ N <I"- 12"ST E-t ~ ~ '~ E-t Cf.j "'C1 = N ~ ~ co e" 484.00 __' BW 00 fo- ~) o I") F ('oJ ~ ~' C":) / <::rJ .@ J.- l') . 0 I") q, I I' .. ~ 1.11 XI " EX. WW MH 8" FL IN (N)=475.26 8" FL OUT (S)=474.97 RIM ELEV=483.38 .~ / <. ~"-- ~ .METER 484- --- OHE Cb~~ ~\> \: (fiJ) ~.".. I:] ..1:] 13.... .'. .._,....-c UTIL I:] NOTES: 1 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. ~ 5.. " . '1 4., . 'to. . -..:M; \:.~_::~~..'~' :. . .....-...,:--....!rt--- 4. . . . to .' ...to...ll.to, . , . ----'="t, . . . l:>.' . _...0.._.........." . ",... ' .....lr-\:;... . 484.68 i-AC ....... .,...--.....1:] \-. - -! l7s~~' .. . , I 0( ... IV . i . ~::F":' ~ ~.' . . ,. -.J i= ::;:) -.J i= ::;:) :::J :::::J \ \ . I I \ 483.87 AC ~"unll ) WVYV -~ "'. ,~ ~ ~'- 1~,:f ~ ~" ~ t:;o = 0 co,.,.; 0' ((;-i ~ ",q~ 4. . . . b. . . . to . . II . . b' : ~.' 4.. . . ......-:--.::!r-a.:-.. "'" - ........"..-- ::J -.J ....J 5 5 ci~;-l3" g ~~. '.. tOtl. ;",."", "- .', N4''WW ,ILO ,. "ST LOT 4, . , ., I FFE=484.50.. tc'7, " . ~ ..."S. r I . ~~ T ~~~ -..,'< "'~i:~'1:4~~,:"':::./.:~~~ ~1~4:6~r-' ~'" e<) -=. ........ t2;Sr-~~ ....~i~. lit I 1::;-- I~ 'V )S1l .>~/' . 10 484.25 ~ 484.26 f ~...: . '.', [ \G"> AC co AC ,. . .;..( r ' ..... ~ c: I:(/) \~ <.0 ",Q..R"IAIW I - "-T. 'ffWW ('1'\ . '" ..~ \ / 484.06 _ \483.85 ". AC '. AC LOT 3 . ~ , , FFE=484.50 :' . , . e. . . . "<1 I ..d ti; I: <.0 -7'0 f' \ 483.65 e':) AC 'Wi} ~. I:] . UTIL . LOT 5 FFE=484.50 l.~ ... 481.35 FL/ GRATE / ..d , en C3 ] ~ II .. . . 'Il- ~~.. ....J ;::: ::;:) 485 LOT 2 . I ~1:- Coo ~, ;:'.~ ~ " 'i' V ~ ;:. · . y> ~ " d ~ '" f-, -+ -It- . --- ~I "'- ., _/ '12"ST-~ ~ \483.79 ~ AC (~ I~~ > ~ \WI l' BREAK IN CURB FOR DRAINAGE WITH CONCRI:.I t:. SCUPER TO BIO-SWALE UTIL UTIL -6:JU{ ti> ~ r, t4ttWW . -4nWW .~. (I) Q:.ww ~~:'f f7 ~ .' b < · -J"S1..,: ' "''1 \ Cb~~ <\\> <o~~ ~\> - 482.75 / AC / S=0.50% - . " 'O~~ ~\> ~ ~~~ <\\> \: LOT 6 FFE=484.50 lie ... UTIL · ~~~ <\v SCALE: 1 ~20' 20' '0 20' ~ _ l 3 of 4- paces '- , rn ~,~~ f.ii ~8~~ ,1(, _ ,......oE ~~ ~ ~.~ j:: C'-IIt:: -e::gLO~ ~o ~"'O ..........., . c " . 0"'- ......... 0 ~....J~-C: .... I l.aJ LO .q- 0 i:A:..........LOtn o e" ..-....'0 o ~ ~ .. @ CX)Ct:o~::t:: , t") c..:J: La: 0 . (/) c.. ~ , ~ 00 ~ .;:: o ~ I~ 0 O~. 40' I ... ~ cd ~ ~ ~ ~' · ...-t ~ . ...... ,~ t ' ~ .~ ~ bf.) ~ ~ ~ '~ . ...... .-c 0 cd ~ ~ C-' CD ~ . ...... 00 ~ o ~ ~ ~ a C/) tJ) .~ ~ ~ tJ) ~ o t ~ ~ o U ~ 8 ~ ~ () ~ CQ ~ .-.....) ~ .~ ~ .~ ~ ~ ~ '0 ('oJ " ...- I: 0 .q- ...- - :>: :>: :>: ......... ~ 'CS t:j' f:: IX) IX) IX) <.0 Z ~ it 0 0 0 t tliI til ~ ~ :: > a: .. , til ~ ~ ~ til ~ a - .( > > > <( Q:;: ~ ~ ~ 8 .0 Q.. en 0 . <I"- ~. ,. ....... ~ c)j 'e ..0 ::::I ~ C/) Q) > ~ +:i ~ > Q) tJ;J ~ a:: ...- , , SH~~' 1 ' C3 of L.. Date Received: JYL Original ....1 _.~__ ....aH. L.. ._.....lJ TRAP W / HINGED 110 tilliNG AS NEEDED r SOLID PLATE LID r BIKE PROOF :SlttL GRATE . i J IlllllIllIlllllll,IJ~ 12" \~\W::::l. s\\\~\\\ ~\~\' 24" SUMP . TRAP W / ,HINGED UD .53-1/4"x 29-1/4" 1 0 GA. STEEL CATCH BASIN WITH 24" SUMP. ASPHALT COATED INSIDE AND OUT. , )l - j v . / OUTLEr PIPE. ~ OUTLEr ELEVATIONS AS SHOWN ON PLANS ~I/I: I/:SI ~/I/:: , . ,~ I:::::: 11/ ~l' II '"4!!.:::: 11/ ':.sll/~::::::: /1- PROVIDE SMOOTH LEVEL SZIf. 53-1/4" \ ...... ...... JUAL CHAMB1R CATCH BAS~N . N.T.S. .... , 11.0' .... J;;?Cys,PRQPOSED '8" AREA DRAIN " @ FLOW LINE ~., t 1.0' . . z:~~ 8" GRATE INSERT -7 ' ON 8" PVC ELBOW.... 3.0' a" FLOW TO STOEM P1P~ STOR~ SYSTEM rl ...., PRO.POSED BIO-SWALE AT OUTFALL NTS NOTES: 1. . BIO-SWALE TO BE' FULLY SEEDED W/GRASSES 2. TREES TO BE PLANTED 25' ON CENTER. 3. C:~:'UCT CHECK DAM AT MIDPOINT OF ..... -11.0' . 8.0'. .... ........ ..,~ ~ ---18" -- 3" ROUND ROCY ''i-l .CHECK DAM DETAIL NTS' ~ _ III L I I . . ..... 3.0' , ..... A 3' 3.0' -' .111111..-/1-1/2" WATER WATER TRENCH DETAIL .. NJ.S. TAPER LAST 9" OF CRUB",,' 9" VERTICAL~ \ CURB '. . ;- PAVING PER . ' . ',' -:- ','" ,;" -:-= .," . . PLAN DO , ..... : :: ::' '<" :-:: r~,',,:' " ~:'~ ': < :...; ~',.~ ", .:: t · . ..." ..' . .. ,. . ,,:. ,.' ..... . " _ ~, ,-''>- -7' i7' 7 ..,..~ .,.,.. -,..... - -': ~L .: / ' " . '. I ~." , . 'S '- .:j" ','.' ~, .,~,'" ,,' ,.",..,:.:" ;.".' ~ // // // // // . . u ........ , . . ,.-, r7" '~~~//f./)////.////~ ;;////ff////{/// . . ~. ///. " r' /:/~ ( SLOPE=0.50% . FLOW LINE OF BIO-SWALE 3" CONCRETE 'OVER 1" CRUSHED ROCK ~ECTION A-A NTS EXTRUDED CURB ~ EDGE OF AC ~ _ A y....::.:.' /l.... ".>.' ~ , "..... . . - .,.,. . .. .. . ' '~, :. :, ," '. " .,' ..' / R= 1 0' . ....~, ':'6 . \ ~ ....: . .. ',~ "~".:: '~: '~ ~ :..<.'~ r.'( , . " i .... '1 0':" . .' , B g" VERTICAL-./ CURB FLOW LINE OF BIO-SWALE ......A ~ONCRETE SCUPPER DETAIL NTS 9"VERTICAL~. t, CURB \ -''''-. , " . ~ <.0 SECTIONB-B NTS , , B in ~ ..... . .3" CONCRETE OVER 1" CRUSHED ROCK A rn . '~rn ~ .~ ::-. ~ ~~(3) , \.:. "'\. ...... ,......0 E ~ 8 ~ ~ [ri8 r.n C'-I ~ 9' ~ .~ ...-4 . --' t:!. N . I t: ,.... r-"' _ Ct: 0 LO 0 " ~ ~ot")~~ ..... .. ......... c r.n 0 t-= 9; ......... 0 J (/) L.&.J LO ; g O ~ w:..........LOtn o (.!) ............'0 , 'to ~ ~ ..@ CX)a:::OX~ , t") c.. :r: Li:, 0 . (/) c.. .~ ':,~l,~~:~Qb~ fE-JrL ~' ~ ~ B:i o\:';#,. ~ ~ ~-.J.~;~ ~ ,.. ~ ii: CQ~~ ,~ J ~ 0 ~ (/) ~ ~ ~ 0 .~ ~ ~ ~ 'CD. ~ .....-t ~ . ..... cd ct ~ ~ CD ~ to 0 ~..c:: l) .....-t (.) ~ . ..... .> ~ ~ . ..... 0 Q ~ ~ ~ "t3 (.) ~ ~ d .~ ~ CQ .~ ~ ~ ~ ...- , 0 "I:t ...- '-- :>: :>: :>: ~ B ~ e:; IX) IX) IX) <.0 Z = 0 o 0 .. ..~ :: ~ til til til ~ a: a: a: ~ 0 ~ E:a E:a > > > ~ o 8: en ~ ~ ~ 8 L- of L~ ~)(1~es 0 ..... '-- <.0' "'- ,...... "6 ~ cJj E ..Q Z :::l (/) Q .~ ga ...... > ~ ~ ~ ...- SH~iE' 1 ' CL~ of 4 I Date Received: JUL -9 20m Original Submittal