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HomeMy WebLinkAboutPlan, Final APPLICANT 12/21/2006 '''-~''-'''''''''''''' ,- - - - - - -133'-0" - - - - /6'WO~DFENCE ;~-~ - & --=-~l ~(:)E.(rgf0i]~~ -IT r N II I I I I rl-':", I I I I I' I III I :r ~~.:. I~ ~:_L..lc:U _..-1 LlF----L;'1 '; ~ )i <;1 H 6'FENCE j', r- ,- 'I : \~.- n.,.; ..\ I I / TO BE PAINTED ." f I \\,.~ ~. ~ "@REDWITH"NOPARKING i2 "B G MOUNTED LlGHTT\ r ( ) ) 'I FIRE ZONE" IN 4" HIGH . I - ...., \~ \( !j l 9. L / LETTERING : II ~ ~ uk :::~ - YF) B~___, - ~CES S I~. + =-7 ----hI 14'.6" '_ I ,) ~.-- -'. t I . 'r'''-rOLELH:HT 11-'1 ( ff '-.. """'T- '@f~'" _: ~ ",-- NO PARKING - ~ - ---cD-l11 : I . ! r-- \ FIRE ZONE SIGN All I ~ ( ('1 I 60'-0' I ~ I I '-'1 ' I ' ' 'I . : -- ~ "I Ii: i i ~ . 23-'"R ~ lr' (j 9 ( - - ~ : -:. i II: ~= 19 ~. ~'r ~ C> cr\ 111 II 'l~ . lQ ~ ~ (8 ' .C I I ~- !I'l~ 9 .--'- i2\t. <;- __I ,,, ,6)7' e <:. ~ 5' ~ 2 - N '" _ _ _ _ . ~ ' ' I I I I <<>~ 9 - ~c ~ - ~~ lQ .~:r I ". i'll' I ::I ~_ ~ 5' ~ POLE LIGHT I -'. -3 ,I I I ....!rt . '" cr\ , I .' I- ~ I: e ~ .~- -=.---1 MIN. 7" I J--.-... r- , ,.;, ,\',. ---;-'- ~ ~.' ~ GROUND COVER I I" 'I t; \; j" I IS'.\f?!rt 9 9 / FOR CLIMBING VINES . I -. ' " ~ '- ., . ~ - (2) 36" XS2" 9 07~ ':::! ---------; POLE' I I -v.-- , STANDARD1.5YDEA, ~ I;: ,'--1 t \ LIGHT CO~IMO, Al ',';Z; WITH (1) ~2 GA. CART '--rr [~-" -" OPEN SPACE 9 / - . FOR MIXED GLASS ~I I -I g / 0 ~ RECYCLING 10' SQ PA TIO"", ( , 0" . . ---- UTILITY TRANSFORMER W/6' SIDEWALK ~ 1 = I . --.' ~~ WI 10' CLEARANCE ON THE ACCESS TO - - ' ~~ J EAST SIDE TO ANY STORAGE ; "" ", ~;;; -: IS'- " LANDSCAPING UNITS-TYP ~:;--li1 UNIT B -I~~~I~I IS~' '" ~- ~r. -------- 7'UTILITY I 1.=. iJ:~ ~ --'~)> ~ lX. EASEMENT I < 4'-6 j II'-O"!, 10' 16'.6" I. ~ 24'-0" '" l=i 5'-6" ~ (:;) [.' ';:: J i i ! i n ~;~ fuc eN ".d';~ - PO'''''G", ""~I 1__" '~)O g'-O" 'II I~' All '" CATCH .~-1- - ~i ' ,.JIIII, I. " - --'.JlASIN9 f;:i \ 9' ti ' Y li:I!. I ~~ ~ ~ ~ ~. - 1 ~ ~ 1'-0'" - 4BIK'~ _' '- ? ~ ~ I '9 3'-0" cr\ (~~I:I -1:8) ~j1~'\,,_" ~i" ~.. d-I ~ - ~ EE ~ . I ,,-,,' BLDGMO~:D'~~GH; (2') ~'~ . I lQ ~ ~. UNF.~ lA ~ '\...-4'.)" 6'WOOD ( /"" / ,..Lt FENCE TYP. . . p "" SIDEWALK & CURB -'. - -~ ~~ - ~ -Iv'.{!. - CONSTRUCTION. ~ ~ - T' I NOT A PART OFTHIS ~ t:.ld '" CONTRACT , . . '. \... J' . 7'UiILI~~ .1'." VAY EASEMENT / t 12'-0" 72'-0" 7' UTILITY EASEMENT ? ., N ~.- '- 23'-3"R 6' WOOD FENCE@ YARD LINE-TYP. , :. . s , ~ . '" 9 N ;- ~~ RO;ECT, ._ -'.,.__ __"" _ ~IG~_ v'I-'!-- --'! - t:-~~__ I ,,~=! 6'-0-l '" IS'-6" MOUN LIGHT 6'-6' 24'-0" 30'-6" " RTH ASSESSOR MAP #17-02-32-33 TAX LOT 1701 NOTE: J. TOWNHOUSE UNITS ALL HA VE BACK PATIOS OF APPROXIMA TEL Y 70 SF CONe. SLAB WITH ENCLOSED STORAGE UNITS LEGEND 2. 6 FOOT WOOD FENCES AT PROPERTY LINES AND YARDS AS SHOWN 3. PROJECT SITE IS OUTSIDE OF FLOOD PLAIN 00 AREA STAND LIGHT &FLOODWAY. SITE PLAN 1"=20' 1ft BUILDING MOUNTED LIGHT ......1 %3'-0" G --fT\~---~-'~1 tKJT\' ~I-~=rf i,,-~~- ~'~~I~ !~/7~~;~I~!~j-~1 . . I ~~;~::~:::s I 1/:>/T/7/7/7.~~=' )/J rF"1~ /<':/1 r=f ~rJ/~:l MAX SPACING 30' ( ~,.//;///,<, / I · / 'y /i I l'" J ( ivV(} V / / / .. /:/;/ / / / / /i /"" 1",Vll/1 VJI}'J / / / /r / ~ ,}0>~:j(~ ~ UNIT D : (~ ,/ 6'DWyOOD FENCE I' / / .. / / / / r/i / I / / / / / / / /1 3 SHRUBS / I, / / >X/ / I . / v L-i / / ~/'" 1~ (>(~;>/~:;~.I.' ~,' ,~\ j> _~-"OGWOO" ~-, Jo//~. ~ \JQ!) ~ ~I : ~ ~~ II ~j C-.::-; ,I L l:I If: '1 ~(~'-= ~ :~~ ~~" ~ ~ (3) MAPLE I : m~{: -- :J" (r i-!.11 r~ j' .l / / _ _ . I, I , I I ,E /1/// i i 'II ~ I r2)REDMAPLE "~5; [' ~ -1 i i I I: ~ --~ L ~ I I\\V f ~ /~ : ~ ~ II I I ~ -- - , \) \'-' / ?p/II ii, ~b 1~ ~ ~~y// 'G! 1'1' i II I_~__ MIN. 7" 0 II .;'~ '( ( ~ . il--- ~I - I I GROUND COVER ~ ~ I r ' I II --~---- FOR CLIMIlING VINE I j12) DOUGLAS :tI- J't) ~ ~ ~ I I - . ~ ~ -..', ; II. I I . - FIR \!! \ . (t: ' ~ ~ it It lIl: f 1';-1' IJ \ / I (6) CLIMB IN , Ii: N:l. ~fj ,~~ '~:v~/::.!~~/y"'l. CLEMATIS --~'~ ,~ NOTE: ~i\~~~2EVJNJNT~AST (~.. ~~ 'n I /1 / / 7/- . & WEST SIDES OF ~~ ~ ~ - /. -- i ~ E )> TRASH ENCLOSURE WITH 6'\VOOD .... I [E I ~ MINIMUr.124" HEIGHT AT FENCE ~\ ~ ~ ... E (6) RED MAPLE , ~'" PLANTING WS ~ ~ M W/6' SIDE ~ - - : $ I UTILITY ELECTRICAL ACCESS TO L _ _' TRANSFOIt'\1ER STORAGE 1 j?:; T.r;' I, UNm-TYP -1,,;-- UNITB ('" _, ~F 1 (3iHRUBS ..:- ~ 0 ? cr\ ~/~T~ ---'- ~~~~- ~ ~f,'E- .. -~, ~~. c ~___ AUTOMATICIRRIGATIOl - ~ . ..'1 I" 1)1 .' ' ..." 1\ '/" CONTROLBO i "('~ 1:- I . , ( .' .' r..-11=; , r ,,, J (ll) RED MAPLE / r- J I CITY STREET LIGHTING I- NOTE: PROTIME 70S PDX ,. _' ~ ~, ECO-LAWN IN ALL PRIVAT I - ) YARDS AND IN PUBLIC f I- SPACES OF PARKING A EA \ ( ~ --.!. f. I (3) SHRUBS UNIT C 5) RED MAPLE ~ S (57) SHRUBS W/4' MA TU E HEIGHT IN 2 YEARS @ PA G EDGE hi \'\;'1 t- s f'V' CA'VV u.x e, \01- ')Y'Q" fAt/, 2) PONDEROSA PINE ..s;. I "---RED MAPLE ~ ~ '---- FLEUR DE LA WN .. ~OGWOOD VINE MAPLE UNIT A FLEUR DE LA WN ____ / C 3 SHRUBS NOTE: NO MORE THAN (5) TREES WITH DIAMETERS GREATER THAN 5" TO BE REMOVED t; ,h\LtflJ ~\r U' ~ W~ ~ ~\1Jl \J~t~~(j{; . ~ ~--c:-.~ 3) RED MAPLE '1 COMI'LETE WITH CITY NOTE: THE FIRST LIMB STREET TREE LISTING MUST BE 8' FROM THE GRADE 1"=20' UNITC ,/, ,,/' ...f I . 6'-6" OIC JOINTS TO EAST ~ EXPANSION JOINTS . 7'-0" 7'.0"~" .- . ''\\ 9 I ~ ~~ _ -2,_, 9> '" <---- . -~ s. ;- UNITB Vi 1 ? C> '" -~ ~ '" j I !.~'. , r ~ ".1 r- D I 'I I I ~'" I 1 -. ' '\ ~ SCORED ~ -~ -JOINTS- - 42-"- ~ ---:-- '" TYIn. -- J I ;- ~" . -~ ~ '" ---~ ~. i ~ ~. , 42" R ~ TYP -J/ .~. I 6' 6" O/C\.... .. \. .. 6'-6" I r JOINTS TO 6" CURB \.. SALSBURY /' WEST PEDESTAL MAILBOXES SEE 3/A4 4" CONCRETE SLAB WITH " 4" COMPACTED QUARRY ROCK BASE AT SIDE WALK AND COMMON OPEN SPACE AREAS 9> '" /4Z'''R /'< 5'-6" I I /12'-lI'Y,I' \ ) jJnl_L ~ S~N~~~O~ OP~/~I~O~ A~;C~~~\~AREA ~ ACTIVE RECREATION AREA IS'-O" ~ ~ R N..... ~ '----- U ClOt'--.. ~ "'-0 .::I: '<:ti....... "'- 1 .. OO)~ .. i1'i '" tJ ~ ~Zt'--.. ~~....... .... .... ~ OO~ , ~Cj~ \ ~ ~ U h~'----- ~ ~~ Q ~ :x: ~O ~ ~ ~ ... ~ ~9'D ~ N ~~'<j1 ~O ~ ~~~ ~ ~ UCj'<j1 ~ a~~ I.t') ~ ~ ~~~ ClO~~ g ,- ----... \ '- I -~ EST ~ I j i BL - ~ ~ ~ ^" ~ I 1 -~II=^\ PROJECT SITE MAIN ST , J -..- - MOIIA'K I - ~ r:- I r r - ".IISY ST JUNCflIN -1 ' _,~ j - - ,. - I 1_ - - - .~:j~-,-- f---------- y 1..1-0 t- 4 VICINITY PLAN NTS 01 . tiOUrn , IHOll n - - - - RAILROAD INDEX SHEET Al SITE PLANILANDSCAPING PLAN SHEET A2 FLOOR PLANSIELEV A TIONS SHEET A3 DETAILS SITE DATA TOTAL SITE AREA: EXISTINGZONING: EXISTING USE: PROPOSED USE: ASSESSOR'S MAP#: TAX LOT#: STREET ADDRESS: SITE COVERAGE TOTAL SITE AREA: GROSS BUILDING AREA: PAVING AREAS: SIDEWALK I'A VING: PARKING PA VING: TOTAL: 39, 368SI<' ::: .90AC MDR VACANT MULTI.FAMILY RESIDENTIAL 17 -02-32-33 1701 327 SOUTH 42ND STREET .90 ACRES (100% OF TOTAL) 9,072 SFI FLR (23.S% OF TOTAL), ON GRADE; GROSS BLDG AREA: IS,I44SF (37% OFTOTAL) (11 % OF TOTAL) (26% OF TOTAL) IMPERVIOUS SURFACE EXISTING SITE L\IPERVIOUS SURFACE NEW IMPERVIOUS SURFACE (4.22% OF TOTAL); PRIVATE OPEN SPACE, S,005SF;? 4,536SF REQUIRED COMMON LANDSCAPED AREAS: 3,501 SF (S.9% OF TOTAL) REAR YARD LANDSCAPED: 8,005 SF 120.3% 8f I'p'TAL) PA TIO AREAS (4" CONC.): 1,314 SF . 3.33% ~. lOTAL) *LANDSCPAED OPEN SPACE ADJACENT TO PROPERTY LINE, I.E. BETWEEN PARKING AND PROPERTY LINE, ETC. ZONING: MDR = 20 UNITSI ACRE; .9 ACRE = IS UNITS OCCUPANCY TYPE = R-2 NUMBER UNITS: IS PARKING SPACES: 27 COMPACT: 33% X 27 = 9(7.5'XI6'-6") REGULAR: 66% = IS(9'XIS')* *ADA PARKING: (2) 9'XI8' WITH 6'XI8' LOADING AREA/25 SPACES 2 REQUIRED LOT AREA: 39,36S SF 143,560 SF '" .90 AC. BUILDING LOT COVERAGE: 9,072 SF, 26% BIKE SPACES: S OPEN SPACE: 4,428 SF +1~4~~~~ . -~4~ ~~ 1,662 SF PLANTING LEGEND BOTANICAL NAME COMMON NAME 0 SHADE $ STREET TREES - v ACER RUBRUM 'RED SUNSET (2" CAL. MIN. SIZID RED MAPLE ORNAMENTAL TREES-(ASSHOWN) ~ ACER CIRClNA TUM . S ru VINE MAPLE \(J) CONIFER TREES - (6'-S' HT. MIN. SIZE) PSUEDOTSUGA MENZIESIJ PONDEROSA PINE ECO-LAWN I GROUND ;-;%X///;-j<j COVER ,/////// ~ BARK-O.Ml LCH ~ ~~~ALE ~(~"""" "~I ~ 6' WOOD FENCE GROUND COVERS I I CONCRETEl ARCTOSTAPHYLOS UV A URSI KIN INNICK (1 GAL.) SIDEWALK ~ ~ S~. NOTE: PARKING AREA HRUBS - (24"-36" HT. MIN. IZEf ~ su rDC - ElJ MA Y BE ASPHALTIC ABELlA 'EDWARD GOUCHER' En\V ill GOUCHER AIlELIA CONCRETE AZALEA 'EXBURY' RY AZALEA Ern-I.A WN ~HO~BS & HOPKINS) E~<?LOGY MIXES CAMELIA JAPONICA CAMELIA I. f>TWTnlJ.: 70~ PDX ECOLOGY SHD MIX CHOISYA TERNATA MEXICAN ORANGE !If{SS20 PERENNIAL RYEGRASS 55% ESCALLONIA 'APPLE BLOSSO~l' APPLE BLOSSOM ESCALLONIA EUEKA HARD FESCUE 15% ESCALLONIA COMPACTA COMPACT ESCALLONIA WILDFLOWER AND FLOWER SEED MIX; EUONYMUS ALA T A WINGED EUONYMUS DWARF YARROW, DUTCHWHITE CLOVER, HIBISCUS SYRIACUS ROSE OF SHARON SALINA STRA WBERRY CLOVER, AND HAMMAMELIS MOLLlS WITCH HAZEL SWEET ALYSSUM 25% LLEX AQUIFOLlUM ENGLISH HOLLY THIS MIX IS DESIGNED TO FORM A YEAR LLEX CRENA TA CONVEXA JAPANESE HOLLY ROUND GREEN COVER. WITH LITTLE OR NO MAHONIA AUQUlFOLlUM OREGON GRAPE IRRIGATION REQUIRED. STARTER FERTILIZER MAHONIA REPENS CREEPING MAHONIA IS RECOMMENDED BUT ADDITIONAL MYRICA CALIFORNICA PACIFIC WAX MYRTLE FERTILIZER IS USUALLY NOT REQUIRED. NANDINA DOMESTICA HEA VENL Y BAMBOO MOWING IS OPTIONAL. SEEDING RATE IS 1.5 PHOTINIA GLABRA JAPANESE PHOTINIA TO 2 Ibs. PER 1000 SQUARE FEET, PIER IS JAPONICA JAPANESE PIERIS DEPENDING UPON SLOPE. POL YSTICHUM MUNITUM SWORD FERN 2. ElJillF OE r.A WN- THIS ECO-LA WN MIX WILL PRUNUS LAURACEAUS 'OTTO LUYKEN 'OTTO LUYKEN LAUREL BE LOtA TED AT STREET SIDE OF UNIT RHODODENDRON RHODODENDRON A & SOUTH SIDE OF ENTRY DRIVE. V ACCINIUM OV ATUM EVERGREEN HUCKLEBERRY PRO-TIME FLEUR DELA WN, DEVELOPED AT. VIBURNUM TlNUS 'SPRING BOUQUET' SPRING BOUQUET VIBURNUM OSU, IS A LOW MAINTENANCE FLOWERING i. is BIO-SW ALE SEED MIX- LAWN. IT REQUIRES LITTLE OR NO MOWING, NO f<l IRRIGATION AFTER ESTABLISHMENT, & NO Z CLIMBING VINE - (24"-36" HT. MIN. SIZE) CLIMBING VINE @ FERTILIZER AFTER ESTABLISHEMENT; Sr.IALL 8 CLEMATIS (CLEMATIS ARMANDII) FLOWERS & LOW.GROWING STRA WBERRY PLANTING REOUIREMNETS NOTE CLOVER COMBINE WI A SPECAIL VARIETY . OF DWARF PERENNIAL RYEGRASS. I. ALL PLANTINGS USED FOR SCREENING AT PARKING AND PROPERTY LINES TO BE EVERGREEN AND 5 GAL. MINIMUM SIZE TO MEET CODE REQUIREMENTS. ALL STREET TREES TO BE SELECTED FROM CITY OF SPRINGFIELD APPROVED STREET TREE LIST AND PLANTED A T REQUIRED MINIMUM 2" CALIPER AT PLANTING SIZES OR LARGER. 2. DROUGHT- TOLERANT LANDSCAPING WILL BE USED 3. BIO.SWALE GRASS TO BE PROVIDED BY HOBBS & HOPKINS LTD. -PT.S25 B10-FILTRARION DWARF GRASS COVER MIX 4. ECO-LA WNS TO HAVE ADEQUATE ONGOING MAINTENANCE (2 MOWINGS MINIMUM PER YEAR & ADEQUATE IRRIGATION DURING LAWN GERMINA nON) IN ALL LANDSCAPED AREAS. 5. GATED DOOR WAYS AT 10 LOCATIONS WITH PAD LOCKS, SEE SITE PLAN. (J) Q) (J) ;:) o ~ g ~ ~ 1i) ~ '"d Q) 0\ (lj~~ o 0 H"'dOD ~ ~ Q) ~ ~ () Z-:S~ --.. 1""'\! Q) ~ O\!j :.g(f)b.O ~ t--. 'S , N p; t----l r-rJ CJ) PROJECT: 0604 DA TE: 12/21/06 DRA WN BY: JRlAS HESIGNEH BY: AI' REVISION: 4/4/07 " ~ &l (}) ItJ ~ SITE PLAN [5 LANDSCAPING PLAN ~ VICINITY PLAN flllltf 51 ~' tfjf/rl//lHQ (~h1L ] IAI1AI . ~ ~ oIl ,orP131 <9 SHEET 1 OF 3 j.oOb · \)Rv IRRIGA TION SYSTEM DESCRIPTION , , 1. COMPLETE IRRIGATION DESIGN WILL BE SUBMITTED FOR BUILDING PERMIT. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE, SEPERA TE ZONES FOR ECO-LA WN AND SHRUB AREAS, AND SEPERA TE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. HEAD LAYOUT WILL MINIMIZE OVERSPRA Y ONTO PAVED SURFACES ALL LATERAL LINES WILL HA VE AUTOMATIC DRAIN VALVES AND THE MAIN LINE WILL HAVE MANUAL DRAIN VALVES. SYSTEM CONTROLLER WILL BE OPERA TED AUTOrvlA TICALL Y AND EQUlPED WITH A MOISTURE SENSOR DEVICE. 2. AUTOMATIC IRRIGATION CONTROLLER TO BE LOCATED INSIDE KEY GROUND BOX WEST WALL OF UNIT B. A'- J L ". co b.O ~ .s ~ ~ .:aa>r: rn .~ :3 ~~oo p~~ r---.O E 8~~rrio "'!::: 0), N vi ...." I") .- ~.~. 5O:::",~ (I) .0 V "C .......... tii9~~ LU.......,,"l:t' [i: CO_, OIC) "-0' o z ~ .. @ ooo::o~=:: 1")Q.:x::u.;: (J)a.. ~ N ~ 00 ~ -r-t '0 ~ ~. CQ 0 S~ . SCAlE:' 1 "=20' . 20' 0 - 20' II 40' ~ r RRST ADO TO SOUTHWAY ". LOT 5 BLOCK @) , .. . .. \~t;;:)t;;:) '\\. e, I . . . '.' ;, = - SCHOOL CI) ()) CI) ~ ;3 0 t)) 0 Q) ,-e: ~ 0 ~ ~ cd ~ .....-.4 ' 0 ~ ~ h ~ ......., ~" ~, ~. ~ Q) '0 S .tj u ~ 0 (>> rJJ ~ 00 ~ r:.. " Q) ~ d rJJ tj ~ rJJ CI) <: tj, Ii ~ Q) l( ......., ~ . ..... "" .-.....) j, H 00 (>> n (t .~. ~ " ~. ~ : it ~, n .~ .~ 1\ ..sc Ii ~ H ~ ~ ~ t; tj ~ ~ N89~9'J2'W 252.69' -~ a:: . / b: '\\. . ". ",4..f., :~f.:. ....fill... '.. . : 4 . BLUEBELLE WAY , . .,. . .. '. . . . " . ..ft. .. ~ . .. 41 . ..'. . ' .~. ... to.. oft . ., ... .. '.' .---- ---- '. ...... '~. .. " . .. .. -.. .. ..1o '." ..~... .,. '. .'...~ : ,'. ""~,,:,--- ~ ~ ...., , . . . a" #I 41.27 . . '},bt.t;;:)~ ~ '\\. ~, \.~ ","" TL 1701~ ~l !"'i ;1 ~ ~ b ,~ "'" \ \ \ \ ,t..,) a....... 'I~ ~,' ~ ~. Q;;' , . r.c.. ~ .,M ~ ~ g 4., ...... b 40179 SF aO> WILLOW ~f\)~ '\\. 99.55' ,(.1 15 143.59 N 0.,5'00. E 7.00 , , 3.87 , . 2.33' N, ~ . O.59'W ' - ~ 55.00 R/W \f()t;;:)t;;:) '\\. ~ J5.l ,~ ~ ~ <::l J.87' N, S:) ~ "0.34' E --- g ,;:: ,~~~ '\\. 589.59'19"W 589-59'19"" NOTES: 1. SHEET Cl OF THIS 'PLAN SET SHOWS EXISTING UTILITIES t.s TJ:fEY WERE AT THE TIME OF. THE SURVEY WORK. SHEErS C2. 3 & 4 SHOW EXISTING STORM & WASTEWATER, SYSTEMS AS PER CIlY OF SPRINGFIELD IMPROVEMENTS TO 42nd ST. PlAN~. COY JOB.. # P20457.. ~~f\)fj "". 0 OJ (,) :2 :::e ~ 0 0 (J') :;.; :;.; f= >' CQ t:Q ~ CQ 0 Q 3 ~ ~ tiI ~ S! u en M! en Q ~ U 0.36' E oJ~~ '\\. ~~~ '\" ~\)'}, '\\. . 'l,~ ~ 'V '),.{~ ' '\\. j . 'fl 340.. p1669 ,..... 05'" ' . ..\ 2.0 2. LpPl' p~J~CE.\..' : ,~ o ..... en ..... > tiJ rx: II .. &l Q) ~ ~ l 55 MANH~LE 1007 RIM ELEV=484.65 FL IN(N)~474.11 .,.~ FNO RR SPIKE MARKING THE ESE COR OF THE R. . HARPER" OLe' No~ 57': - ~ SHEET :Cl of 6 (/ . . ASSESSORS:; MAP .17-02-32~33 TAX LOT ,1701 II II II It II II ' 11 ~ I II II I II I I II I I ST I III . \ II ~. 1\ :: _ II II J ~2 SF I' III 4 . ~(; I 4 ~. . 1/ II 11N= 1 III .:~'r, _ _ ~. J-~ ~ II ~. II r::4-tyI7.0' \ -tpl n~::~F..~-~ :-. ~... J II l! II::: 1":t QJ P.U.E. I I 3 11 I - -;LI': ." y~t ~~ ~ II}. I I ~ ~ I>. If ~ I Rln"l -rr _ ~ BLDG B II II ~-;:::~":"''' ~ ~:l r:;:: 484 I _ ~ ....::t1/ n 1(: -<F ~'U A . . ..' . FFE=485.00 I I I - . -= 1 II I I, ~Te II ~ .... 11..- FFE=484.57 IJ' ,: ". . ~'.I ~ On/I :r~: c -t ~ I II II: ',. :J: _ ,: ~: 4"~L- ~ ~:- ~ ~- I 5.00 n3061 SF ~ I 1 .' 0.. . ..... ~. 4~ I .:-:":::::;== II I '- ) ~ II I I '" Ii i,j.. '. -'.~ .'. .... ". "4''- t .~~ ~ . II .1 . 'I It ':.~~:Ol'_ I~" :":~"~l~:'. ....~..::..:.T~.........~~.?.........o~~-...1 --~.;...;.; ~~~-I It IFL4R?~1 .- l 11_ . ~4{ _' .' -'-' m'" _:>: \ . . . .... .';-J' .~..;=3 \ 444 ::""'1-' L-L II ,,&A,"1~ :. 1 t1j1 ~CLE JI ,.ci85'17 . -> - 'U'L"7'~'1li:'.~ .:...:~~.'.)~...~?:~\--.. ~ '~#1 ~~i -=- E~tTC II'" . I PARKING- L .~. ~ ~'. '.' -(;'., '. :. .' ~ ~-'~-U'L · · ..~.,,\...: .:.' t 4" . ',~ ,-,....--1 I ':' I ~ .4R.4"" :. ~ '~'''''1{:' ,..::.:-.:. :.. .:;. .'~ ~" ..:!"....~2S ~.l~ -= - 757"h~ '.,,, .~(O '~O:.-o.: I":J I rt ' . 4 ..: ~ ~~ T4C84.45 11.... ~l.::.. :~:. I~ u I , . I ' 1/.... ~. : < :-. ~.~~:.;. '. > :. ....: . .' ,- ["",\ ;;~ ' a-'\,Ij~'~:'~' . .~..; J E-4 I "1 ." '--- ..,.4 . 0..: <c On . . ..' '. .' ---' .' . .... .. . 0.:= V ) I -.' . ;.:; "'" .J .' ~ ",' '0 -:- 'J I.....:.: . '. .::;; a; .. .1l85.17 · "1'= --.' . .~ . ..1'~ " .~ ,"\","UllI:-- ' nU' '-:"\. ~, .: '~ i 0' II ..r~;' 'TIN" r~~' . -: y,:.. :... ". ...: -;;; :"'" ".~ +] 8 18 I ~L1 t. re... ..;, .7.. r u-~ I.... I,' . ~.:.1 .:...:. ..' ~: .....:4~< II . ~ !. ~b ~ r\;~ ~ 126 LF; 2 . 485.00 R=3.0' i I A#';' ~::... ~ I ,<C i.~ ~IVI D ~- '~~~CLE Il- II ~ I ~I~' Il.~ ~~: ~~~O SF ~~:~1 TC@ ,~1 2::[;.' ~ "~r'~'~! ~ 1'8 18 I [OJ I~I rrI~"+ \~;53 ~1~:~1 BLDG D . ~, II L U ,I 41 50 ~ ~ IlllL .M ^\ / ~ 56 LF ~ R-23 · . ........::::..--1 II ' r' ~ I }flu.':' ':, " .<-1 i IIIII~ 1 20 LF_ - :::i . I. 2 484.78 - '-R=3.0.-.3 '("~' ;:1. J FFE=484.90 II 00 I I II.,": ~ 7 ~ r=3.o'l I G:~~o~ It'!'\ I J $ 5.:;3.0' 20 LF TC 28 LF ~': . ~ . '1- - " ", U 484.58 ~.64 I t3 .... I r :::!' -::.. (0:' Irc ,1 1: /; -J"'. '.' i::' .,. II . . J A,73. ... ..' BW rc ~. if . ~ j h!t5.39 I ./ r+ -- - .rI-R=2.0' ,~ ,. 1 . N -E ~ TC r 'II .1 _ . . ::E ~ I AI . -" ITC ~. ~ if r-.... I.. 0 2 60 LF 'ur T .. ~ -.:.1 . 485 00 _I )1.j 8 ~' . ~ ~ :2 . ~... I ........~.571 I 485.58 ~' r ~.m III I t-II 'k~SF TC._~\.-I- ~~ T~f-I ~I I' ..,,;~ TC~t II TC I ,R-3.0' j':: JI.1 f - II ~~ ' 10490 SF. '~C85.75 ~.75 ,~,l- . ~ 15" TC ~'4B5.75 TC --- , I 131 LF 1 , i I' I 11 I' I 'I I ' I II ~ , II. II I I .... .. 1/:: I ..~; III II I II 1 11 N' II 1 11 II I IJ ,. " . I I I ,I 6"W ..:..- I~., = = .....:..- ./ - ..~. BLUEBELLE WAY . qJ 1 if .....,. 1 ' I ! I I I , I I , I 1 I - Ii :t: I 4J - , ..~ -= II 484--- ~ PJ p If ~~ It ~ I 11>.1 [['j . ':'~ I 't.. .. ..1 I -'FI .. - J I - lEl ~ - I- I c=) CONSTRUCTION' . 1. CONST EXTR NOTES _ _ 2. cigN~EEf cUf.ED CURB AS PER DETAIL TO SH:NOUTHIC CURB AS REFER 15. CONST 25" C5. PER DETAIL REFER 4401. ,CONST 4~ C~~C~ETEN 120. CRUSHED ROCK . CONST 6" \fER 1" · 50. CONST DR CONCRETE OVER 1" CRUSHED ROCK. .. 57SPRINGFlE~~ APtON AS pJRg~~ ROCK. . CONST ADA COMpo WG 3-19. F 444. C:~rr~:~r:rLS~CCESS RAMP AS PER REFER TO SHEEr J~5N-SWAlE AS PER OLT' . ~ .i\IL. ~~ - LEGEND SF = SQUARE LF = FEET B UNEAR FEET . F~:' BACK OF WAlK - FiNAl FLOD FL = FLOW UNE R ElEVATION TC =.TOP,OF CURB LEGEND ElE- ..GAS- 'PHN- 12"W- [WI Q9 .. &-S'WW - @--24"SO- ~ ({I ~ [El EXISTING OVER HEAD ELEe. EXISTING GAS EXISTING PHONE LINE EXISTING WATER UNE EXISTING WATER METER EXISTING WATER VALVE EXISTJNG FIRE HYDRANT EXfSTING W ASTEWATER SYSTEM EXISTING STORM DRAI NAGE SYSTEM EXISTING ClE'ANOUT . EXISTING AREA DRAIN EXISTING CATCH BASIN EXISTING TELEPHONE , . PEDESTAL bf) m a 00 El ~~~ ...... <1>(1) ~ ::s s:I co · r-t_ ~ QlJ rIJ o~~ .~ 00 ~...... ~ t:= S~ ......0 E o ...... '0) tt') o~"U") N""" en .... I 0) ....... . ~ ~ r') .~ ~~g~~ .. ......... .0-- c ...........v..........o (f)wl.O-c oii:........~ t.:) ..~- ~~ ~ .. ..'I.#ooJo::ox I"'>o..:x:< (/)a..L&: CI) l\) CI} ~ o ,-e:: ~ ~ o h ~ d --.......... ~ 0 .be ~ ~ ....... ~ ...... ~ a> . ..... V ~ ""C CI) d cd d....:j CS ~ " --c3 jg ,,~ · ....c .~ 00 ~~ .~ .~ ~ ~ ~ r~, d' Vol ~ ~ ~ ~ . b() ~ . ...-t ,> cd ~ ~ o ~ Q)' ~ o ~. ~ (3 -J ~ (/) ~ ~.. a: ~ t.Q >4 ~CQ 0 a:l ~ ~ Q Z ~ ~ e u oel Q ~' .u SHEET C2 of 6 I I i I 'LEGEND' ELE- GAS~ . PHN- 12"W- . 3/4'W &--a'WW - ,&-8"WW < @f-24"SD~ ~24.ST. I , ....\.. EXISTING' OVER' HEAD ELEe.' EXISTING GAS EXISTING PHONE LINE EXISTING WATER LINE , PROPOSED WATER < UNE IWJ EXISTING WATER MITER Q9 EXISTING ; WATE~ 'VAlVE ' . EXISTING FIRE HYDRANT, . < ... '''PROPOSED FIRE HYDRANT , '~ EXISTING WASTEWATER SYSTEM <, < PROPOSED WASTEWATER, SYSTEM, EXISTING STORM DRAlNA,GE. SYSTEM II PROPOSED STORM DRAINAGE ,SYSTEM, <C> EXISTING CLEANOUT <0 PROPOSED CLE'ANOUT . EXISTING AREA DRAIN ' '. ,PROPOSED < .AREA :DRAlN ~, EXISTING CATCH BASIN lEI EXISTING TElEPHONE PEDESTAl II II II /I II III II ~ , II < II II i ! 6" / /~ _ = .:::P' BLUEBELLE ,WAY WW .co #3 6. Fl OUT {W)=480.67 < " RIM ElEV.=484..9:1: II ,EXISTING, ARE HYDRANT .. Wlf & "ST 'STRUCTURE 'TABLE EX. WW MH W'N' CO #4 ,B" Fl. IN ,(N)=475.26 6" FL OUT (W)=479~78 BU FLOUr (S),=474.97 RIM ElEV.=484.9:t,. RIM, ElEV=483.90 97. REMOVE EXISTING POWER POLE. 240. CaNST. STD. WASTEWATER MANHOLE. 250.; CaNST WASTEWATER CLEANOUT AS PER DETAIL REFER TO SHEET C5. ' , 260.' CaNST TRAP DRAIN AS PER DETAIL REFER TO SHEET' C5. : <279. . CONST 4- < PVC WASTEWATER PIPE. ASTM D3034. WITH RUBBER GASKET JOINTS AND TRACER WIRE. 280. CONST 6u PVC WASTEWATER PIPE. ASTM' 03034, WITH, RUBBER GASKET JOINTS AND TRACER WIRE. 281. CONST 8u PVC WASTEWATER PIPE. ASTM .03034, WITH RUBBER' GASKET, JOINTS AND TRACER WIRE. .,400. CONST STD. STORM DRAIN MANHOLE. 411.. CONST CATCH BASIN WjSTORMWATER 'MECHANlCAl FILTER . AS PER DETAIl.. REFER TO SHEEr C6 412. CaNST DUAl.. CHAMBER CATCH BASIN AS PER DETAIL REFER TO SHEET C5. 440. CONST ARfA, DRAIN, AS ..PER DErAIl. REFER TO SHEET C5. NOTES: ,1. < THEINLEr, AND OUTlET OF THE .12- CULVERT SHAlL BE CONSTRUCTED @ fLOWUNE OF. DITCH. CONSTRUCT SETTLING BASINS' AS . PER DErAIL ON SHEETC4 AT. INlET AND OUTlET "OF PIPE. C) CONSTRUCTION NQTES .CB.#2 8- FL OUT (NE)=482.44 GRATE ElEV;.=483.94, .. ww co #5 6" Fl. OUT (5)=480.05, ' RIM ElEV.=485.0:l: .~ Ii bl r 'CB 13 8- Fi. OUT (NE)=482.48 ", GRATE' ElEV.=483.98 < WW',MH 61 4* Fl IN (SW)=477.46 , 6- FL'IN' (E)=477.36 8- FL 'OUT (W)=477.26 RIM ElEV.=475.59 1 :r: 0... TO, #1 4" Fl OUT (N)=479.42 RIM ElEV.=485.2i: ' ST co # 1 6* Fl OUT (W)=482.73 RIM ElEV.=484.28' WW co #1 , 6u FL OUT (W)=478.78 RIM ELEV.=484.84 ST, MH#1 6- FL IN (E)=460.91 10. Fl 'IN (N)=480.91 12" FLOUT (W)=480.81-" RIM ELEV.=484.28 ST ,CO .#2 6" 'FL OUT (W}=483.58 ,RIM ElEV.=484.90 ~, w WW CO, 62 '"'6'" Fi 'OUT (5)=480.10 RIM ELEV.=484.6:f: AD#l 10" Fl OUT (S)~481.07 GRATE ElEV.=482.50 . CB #1 8" FLOUT (N)=480.83 GRATE ElEV.=483.B1 2. EXISTJNG 'STORM &' WASTEWATER' SYSTEMS ARE SHOWN PER CITY OF SPRINGFIELD IMPROVEMENTS TO 42nd ST. ' PLANS, ,CllY, JOB, ,# P20457. I I N SCAlE: 1 "=20' 20~ , 0 ~ 20' . 40' I ' 445.. CONST CLASS 6" -ROUND"ROCK < OUTfAll' STRUCTURE. . 450: CONST STORM ClEANOUT AS PER DETAIL REFER TO SHEET C4.. 478. CONST 6" STORM DRAIN PIPE. ASTM 03034 WJTH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPE; ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. , 480. CONST 10" srORM DRAIN PIPE. ASTM. D3034 WITH, RUBBER ,GASKET ,JOINTS. AND TRACER WIRE.' , , . 481. CONST 12" STORM' DRAIN .PIPE. ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 482. CONST 12" CLASS III, ASTM C76 CONCRETE CULVERT. BEVEL ENDS TO MATCH 3:1 SLOPE. 500. CONST 6ft C900 WATER UNE. 505. CONST 12"X6"X12" TEE. 506. . CONST 6" GATE VALVE. 507. CaNST 90* BEND. 508. CONST FIRE HYORANT PER SUB STANDARD. 510. CONST *" WATER METER. IE] r , .. , ~ ~ i-- J.' .. - r:-- i--- . ... ~~ CIj . b.OO'.)~ ~ ~ ~l ':1 ~ ~ co .60 :3 f3s:::00 Or:1~' ~ d o 00 , ........ o ......0 E Ol'C>>t") o AIIIlt' ,too.. &t) CJ Ntoo.CDN' 0> I ,..,.,"c: LrJ' N 1<,1.- t:: .0 . ::>0:::, ~ ~ E (1)0 V"'C , co -;::', ' ,s::: ~9~~g (l)LaJe~O i:i: &0(1) o C) ............'0 o~~..@ eX) 0:: ~ ..... 1"')a..~LL:O (/) a.. . ~ 00 . ..... '~' ~. o ~ '~' 'oj ........ ~ ~' ~ · ...-t .......-4 ' . . ...... ,~ '~ Q) ~ . ...... 00 CI) Q) C/) ~ o ,~ ~ ~ '0 h ~ d ~ 0 o t ~~ d CI) d ~ ~ ~ .~ ~ ~ d ~' . II -0- II If II II ,II' II, II II II II II II ' .~ 1:: I /~.WW~ 1 'TyVII N $' II ..~ I .' .\11 z -:- ==i = ~ :'10 RA~Knl'14 II ~. @~CO/l5\ ,WWCOI5@ ... ........ ...... , . ' '~::./, WJ T.,fl, R. ,J ETEr f'I" ~... -_' < \\14-3/ 4" ~: ('" '. ..... "';.1' : 0-3/4" .. . : . " . ~ . ..;..,.i,,' ' f<. :/4"t1- ~ - I i ,.l'. ~." 'It 1 1..... ....-l .... ' ...... ~~' . '.. ,.' ' I. r .- ..., I .. I ' -. :. '-i ~ II ','~" ",/4" nu ~ ~ V .. ~ ~ ~F. .~ ,.~ .~ ."'-~ 0 .. i,ww co .250 11 ~ .1. II ~'< ;- 4:~~~480.~ ~~I ~ '.~ 88~ ~ ~.~ ~~ ~~ @ ~. i ~ ti ~ t V/srcoI3@ 11 I'ro1 . .. - - " ~ ..!!. ~ ,;:.. . t ,.. / G:! .!!. G:! ...JU u.. ~ ',II. - ., 3/4"'<<' .., R[ ~ w.... i ~ - [.:I .... 3: ... ~ -'-- /.... ~ 3R/04'~'U " II -: :.~:. - 4~ . 3: ~ ~~ .. 0 ~ o;~ co 14 ~ f ~ . F Ii ~. ~ Jlij " II. -~ i1".~ r ~I'll,l' "'..., , ~I~ 4"""" Fl 479 07~. : ':, ~ ~ . 1, II ."", ~ . ~.."~ J. ~. 7 fl. .... ~I fl ."*". L- ..~ ~I I" ~. ~.I /. E J WW co 12 250 ..... I ..: II" "" = · , _ ~ . _ .' _ : "----' ' . _ .. -(y ". 4"WW Fl=480.43 II :, ., ' , I II. ".:.,- - 3/4"W Dl~CH RD: r ,;. .: ., 4r r; . .: :\4 - ~7-..... . '" '.' '~", ". ~ ~ .. ',:~' :'::~. '~ ; ;;~.. ..- \:. '.. A'-"'~ . " · ': . \'~.~:. :~~:.. _ ~?4" - .. .' '" ....' lot'... . 4 ~ . .'~~.. ...... -- -- \ ...- · - - '- ft.....' --- ",\"'-""','.r 10 LF ~ . a' .. .' . II "" vV, ",eo 1"\ "\ , t;lo;J U , A -- ,y 'U-r-u.r,,^,,' )II: ..~., ': '.':: <. 479 ' fl=482.00 . ...' \ : . .... . ,~' ",1.\ \ AJ! I r ."........ '!), .... l~" :t::iKI J . ~...- S 1 OOf17 -I.......\.. .. ~wn 1 './'" -. . ..' ..' : '" II... \..""'''''./ \. TI '-1./ C. ,1 nnsv'\.--- y':-' , . .~ =.'0 D . II '~" ..,-:- 4"WW R.=47863 . . "=1.111''''''"/ I ~. ,', ..,.... .,.. .. '- \ JTT - -- . -..'~ -:--: I'". ~ , II ~~ ~~ ~R 01 ria S"" '. ~: :~ -28178 lF~r - (~ ~.: ~' .~'; .~,:' ': .'. :,'12~' FI;';'48~~14I~,~, ~ '..; .~. :. '.~ :.~/. :: ~:: \~?~. Fl=48.2.2:1 ....~ \:.. :1" ~'. .,: · -:";';' ," I. -E' ;;; 4;;:':=480.14 ~ , II ' . 1.11 "'''.'-'.@S=5.00%~H<K.t::jr~.~~ \~D'1I18) ':~'~~'.,.~~..~: \ I~ ,,/ r7I. -~--:- CB"3'412' II ' , ST M .. '-. . .. ,:'VJ , 440 . ., '.' '. 38 LF 'r. ..:. -... '2 . r) . ~.:I .~ < . ~. ' 3/4'W 400111, ' ,~- ~ la). "'. :......9 . 4,., "'4" f\..482~ ~ ' ~ '!,.' ) 52 LF~ 7:.7 11 J . .... If........... .4. . _<r' i.., '.' I............... rrI ~ IrI 8- FL- I A At:'" 1f.. 5-1.00% 9 i09' 12' R.~ 480.1511 . ~<:, '" . 4~ ~..~~~.~. ;....,,': -' , . '"- : ~.. < ":.: . ',::' u IS2:I ~ IS2:I 482.38 e, .~' _ Rri"WW Fl=479 , 6 ~ II . 1 ~~'!< '.' ;; ",': '. ,. '. ..' 1~; . .~!o. '\. ~~O~O%@ ... 6"sr'. ... .' . . 6"S"f. ". '.~3/4'W .. . .. riA:-'661F 1 . ...ot:P 11m '86 LF ~~sr CO N1~, '~85 LF /!II co 1J1 250 ~J '-~COI2 450 . Ii' .;~ ~!.iS=1.00% fi,. 8"ww II, S=1.00%~ ~ .~5=1,00%6"ww :. -'r' ~." 6"WW R.=479.88 Y ... \ \ \CB 828 "t\. _ '(~-, .:: 3/4" \ f\ ~ . ~ ~;r R.=480.05 II .n. ' ".:' \ 6'W i : \ \' \ ... 4 ~ " \ ~~05 /';;. \116LFS=2.00% 281 .240wwMHI11./ \"', \7,1 LF. 5=2,.00% 280 /507 '\ \55LFS=2.00% 280 'l ' 14 IF ~ \'HOlD HYDRANT MIN. 506<, t I II :f 279 ,. 3' FROM CURB II ... l II a.. . 5=j4.00% 260. TO 11 245. LF 500 . ~ r ~ II I. II ~ o t1) Q) ~. o ~ ~. ~ ,~ o t..,), t\) ~. ti ~' ""d ......,;) ~ .~ ~ .~ .~ ~ ::J: o~ :>: ~ ~ ~ ~, ~ i .~ .~ ~ .. ~ ~ ~. 'M' Q Q U. ~ en ........ :> tiJ IX: SHEET C3 of 6 I: I Ii ! 1: H Ii Ii Ii Ii I: I: Ii ( ;! j, ~ . L ! I: I, i: !' Ii Ii I' r i: i L l' l' " i I I I I rn bD ~ot d co' P ..fi ~ ~ 13 Q.) ...... rD .a .~ 8~oo OJ::i,l~ ST STRUCTURE TABLE ST MH D 1 6~ FL IN, (E)=480.91 10" Fl IN (N)=480.91 ,12" FLOUT (W)=480.81 RIM ElEV.~484.28 CB 63 ' 8~ FLOUT (NE)=482.48 GRATE ELEV.=483.98 5T co 61 ' 6" Fl OUT (W)~4B2.73 RIM ElEV.=484:28 ST CO #2 6" FL OUT (W)=483.58 RIM ELEV.=484.90 N ,,"0 E o......1?!t'"lO o ..qo OJ 10 . CN G; .. ~ ._ I:!.Nf 5o::g~E (I) 0 "Cit- . - ...-- &:: .o--~o ......-I~- (J')LUtOvo I'"Y ti: '-'" e..~ -C!) .. o~~..@ fX)~o~+t ~5i5:LL:8 CB #1 8" .Fl OUT (N)=480.B3 GRATE ELEV.=483.81 ~~ ~ o tD. ....... o 00 . ..... ~ ~ o ::?J I . i' _= ~L ~ BLUEBELLE'WAY II II II II It \11 II \ :: II II II ., , :;. II II II " II II CB #2 8" FL OUT (NE)=482.44 GRATE ElEV.=483.94 AD#1 10. FL OUT (S)=481.07 GRATE ElEV.=482.50 ST SCAlE: /"=20' 20' 0 ~ 20' i. 40' I LEGEND Ulll- EXISTING OVER HEAD ElEC. EXlSTJNG GAS EXISTING WATER UNE EXISTING WATER METER EXISTING' WATER VALVE EXISTING FIRE HYDRANT EXISTING WASTEWATER SYSTEM G>---8\W1 - - EXISTING STORM' DRAINAGE SYSTEM' @)--24"SD- EXISTING ClEANOUT (C) EXISTING AREA DRAIN .11' . EXISTING CURB INlEf IQ] EXISTING STREET UGHT ~ EXISnNG lV PEDESTAl [I] EXISTING TELEPHONE PEDESTAL IEJ EXISTING, GAS RISER 19-I EXISTING GAS VAlVE S1 CO #5 \ == '" , GAS- 1'4.. !""" ... " J ,...... , : : If).: . "-." ~. :;'b.1 I . , .., .' '1 .. ... 1---1 :4, r~ lt~~ :'4 .~ ... 1. .., I (: ,........, .. , .~ -, I. ~. . . . I '. I,' . . . ' I . . . . 8"W - lEl ~~. '.. ..4, ---- , .4 ... .." . lWl II II II II II CI) Q) CI) ~ o ,-.c: ~ ~ o E---t ~ d Q) ~ 0 bj)~~ cd '~~ ~ d -.-I if) cd d ~ ~ B "" .B ~ ..r" .~ , \J..J. ~ ~ ~ , ,. ~ Q9 .-- f <l> ST CO 13' l- I ~ o t)) ~ ~ C ...1-1--. ...... I (, 51 CO 114 ... t-t- ~ -II- f4 '.. -. ' ~.. . b,,'.r:4 . Ii. ~.~. . . . .' '(I). .ct ~ it '.. 00, ~ o . ...... ~ cd ......... . = c:.:> . ........" cd o I I I 1 I ~' I r:c:I ~' .Q:i , e-. .1 00 ~. "C d c\}, ~ 0 ~ I . CIJ ~ r :: r ,I l '.; \. 'J .. .... . I " J I: . , I . ........... ~I I ., I ia. ...~ III I- . ':..1 J \ ~, .. . ~ . ., . ... '. .. ." ., ~ . ~ ....~.. :~.. ~ G.." . - ..' ~ J~ ~'~><,~'; , - ~.:.-; " . . . : ,>,.,~ "<i~:>~. <,.~; '~ ~2~~ [6J~,~1~ ,'~;, .~,~ .., - . . 4 . .. " . ~ .. . ~'-~T . "- , . ..... " -.. '.' . ..... . "',b. 4 - ..,,'. Po . . .- ....'. ... .' '. .it.. ~ __. .._ "' .' ",jl2 '.' .. .', /.. '\ '\ ,14' '.. .. ..4 . . ., ( I> ,)..J J .' ". . . .- .' . ~" \ \. " :./. .'" .', .... ...... II! :. "- y.. · 4.;.... . : . . ~ .'..' .4. '.' ......,.. ,~. .. ...: .. . '1 I'" ~> · y:~ :~j'~->~,;:, ,: ," ; ,'~ JI .... '."': . . ~ ~ . ... ~ '.. ....... -, r.: " .,' , .... --... . ~; ". ..... .., '., " . () '. . ,~.4.. .rr; ... '~..~.: . ,l~'~- (~ ~. .. .', ., ~ '. .ct ' ,.... ..... ]:' .... ~)>;..~~j ~- ' . , .4 ,. "'c. . . ' .. -' . : ....,: ..4 /. ~ iJs. ~. 'fit' ?y" \ ~ S1 MH ' ~ 111 " 4' I ~ ". :4 - - . . J. ., . i""7 ~ .~ , II 11 II II If II II II /I II II II II II -~ .' .- " .::..~ . .. .. : _ i- . . :- I:l. ~ ~ ~ o u' ~; 4 CB 13 - It: ~ ., '> , _ - .... . ~~" ~ "., ..' _ " ," . " 4. II .' {: '~ II 4. fl.' . '. :~ ....,. ... II' ~ ~:' II .~ ~ .. .".."'~.::?' ~. :'~ r ,.. II 4 d II 11 II II ~ :. . A. ." A" ...,;:l , I r- I '~r ~ s (C 4 .. .. '.\ ... . (>>, ~ ~ 12"ST- 6DST ~ ~ST CO 111 6~Sl ,~ '\CB 112 ~ .~ .'1 _ 'I 'Sf co 12 ~ :...... I 1'1. .. , ~, ~ Storm Syst~rn Narrati\l~: :~ ~~ '.,' : "- A . .... ' .. I I ,1 I cr&~. ~ '. '.. 41 , "0' Ll' -;-- The proposed .storm drainage system is designed' to serve' the proposed' development. The storm system consists' of catch basins that will collect, parking area drainage and lot runoff, ,this flow will be ,conveyed through ,Q piped:system.The east port. consisting ,of 54%' of the parking orea, will flow into the proposed bio-swale to on outlet which ~m treat the runoff prior to discharging the flow back into the piped system. The .. west- portion of the development will' flow through Catchbasin Stormfilter units to remove petroleum products from the runoff prior to the flow entering the public drainage system within S. 42nd Street. Preijminary Drainage Calculations (Rational Method): \ CBH~ ~ ~ l\) .~ ~ .~ ~ ~ \\ ~: \ ... , I " z, i Project Site Area = 0.90 ac. Runoff calculated ,by use of the Rational ,Method where: I I II Q = CtA Q = runoff in cfs C = runoff coefficient I = Rainfall intensity in in/hr A = runoff area in acres --J (.) ,.... --J <0...... ~ 0 I ~ ..- () !it ~ ~ 7 z ~ ~ ~, ~ al Q ..... t ' :r: ~ UJ ~ a ~ iJ, ~ ~ a: ~ Q Calculation Variables: Existing Condition runoff coefficient = 0.35 Developed Condition runoff coefficient = 0.90 (impervious area) = 0.70 (composite coefficient for impervious. and landscape ore a) Rainfall Intensities: 2 .yr J = 1.60 in/hr 5 yr t = 2.15 in/hr 10 yr I:: 2.80 'in/hr 25 yr I = 3.45 in/hr Water Quality I = 0.25 in/hr Calculations: Existing Q2 = (0.35)(1.60)(0.90) = 0.50 cfs QS = (0.35)(2.15)(0.90) = 0.68 cfs , Q10 = (0.35)(2.80)(0.90) = 0.88 cfs Q25 = (0.35)(3.45)(0.9.0) = 1.09 cfs HYDROSEED MIX REfER TO ARCHITECT'S PlAN FOR PlANTING INfORMATION lOW FLOW CHANNEL REFER TO ARCHITECT'S PLAN fOR . PLANTING 'INFORMATION ' 1 ' '. T 'in cJ ,~ cij a ....... en ...... > [tJ 0:: Area to Bio-Swole = 0.13 ae. {C=0.90} Area to Piped System = 0.77 ac. (C=0.70) (Bio-Swale) Developed: QW = (0.90)(0.25)(0.13) = 0.03 cfs Q2 = (0.90)(1.60)(0.13)= 0.19 cfs Q5 = (0.90)(2.,15)(0.13) = 0.25 .cfs ,'010 = (0.90)(2.80)(0.13) = 0.33 cfs 025 = (0.90)(3.45}(O.lJ) = 0.40 cfs SHAllOW MARSH (6. TO 12j' REFER TO ARCHITECT'S PLAN, FOR PLANTING INFORMATION' 6" ROUND ROCK OUTFAlL STRUCTURE OUTflOW AS PER PLAN SHEET C4 of 6 System Summary: The water quality flow within the vegetated sware is 0.03 cfs, the treatment system has a length of 123 feet and peak. water quality flow velocity of 0.31 fps, thus giving a contact time of approximately 6.6 minul~s priQr to ent~ring th~' piped: sys.tem. With q requJre.d: c.ontoct time of 9,.0. minutes, we will add rock check dams and additional vegetation to slow the water velocity and achieve 0 contact time in excess of 9 minutes. 100' MINIMUM DR'AINAG.E'CHANNE'L" SECTION" , N.T.S. I I I I I i . I I I j : I I I I I ,I TRAP wI HINGED. UD ; FIlTING ~ NEEDED OUTlET PIPE OUTlET ElEVATIONS AS , SHOWN ON PlANS : HYDROSEEO MIX REFER TO ARCHITECT'S PlAN FOR PLANTING INFORMATION 3 lOW. FLOW CHANNEL REFER TO ARCHITEcts PlAN fOR h PIPE SIZE PlANTING INFORMATION PER PlAN /1 '" 6' MINlMUM~ ..:-:==::: . ~ '\. ~1A1 / .., TOP STAGE (NORMAllY DRY) V)'~^,"f'" ~Q.... " [I' rr ,Vf . A r ^-~ :~',A ~ -,. ~ . ~ ~ 11 0.05% OR GREATER SLOPE FOR DRAINAGE l') ....r-----1 It ~. ID W/" 3' " "'" .SETTUNG' BASIN' @. 25' SPACING 6',' lONG X 2' WIDE REFER TO ARCHITECtS PlAN FOR PUUITING INFORMATION ARfA 'DRAIN r:6'. MINIMUM . ~~ - " f" V "L t L(l ~ ,,-- \~, ~ " (, ~" ~" I ~ ~..... I' 0{. -V'~ -, ~"V :\; ~, -7 'A 6" ROUND ROCK OUTFAlL STRUCTURE SHAllOW MARSH (6" TO 12j REFER TO ARCHITECT'S PlAN FOR PlANTING INFORMATION. - - ~ ~- ;'~. ~.. .N,iI ", "''''I'' 1 00' MINIMUM DRAINAGE CHANNEL SECTION N.T.S. TOPSOIL MATERIAL lANDSCAPE AS PER PlANS EXTRUDED CONCRETE CURB ClASS 3000 - 1/2" CONCRETE. AC PAVING SURFACE SHAll BE ClEAN AND FREE OF AlL fORBGN, MATERIAL. BEFORE APPLYING EPOXY. I'::!>IJ - v p 'SURfACE AS PER PlANS, COMPACTED CRUSHED ROCK AS PER PLANS 11 .. __ I( ~ ~ "'", ~ ~ ~ n O~OW ~~ PER PlAN MONOLITHIC CURB/SIDEWALK N.T.S. EXTRUDED CONCRETE CURB,DETAIL NJ.S. , SURFACE 10, 7 PER PlANS ~ J.fTtll!.~ ..~~ . r SOUD PLATE UDr' BIKE PROOf I ,. . . STEEl GRATE , 1I11111111f111111~ ~ "I~!. >>~" mAP WI HINGED UD 53-1!4Jtx 29-1/4Jt " 10 GA. STEEl CATCH BASIN ~ WrrH'24- SU'MP & FOSSIL . ALTER JNSERT. ASPHAlT COATED INSIDE AND OUT. ~ .. .. ......,. ,. .~ ~ ' .. . . , : ~ ~PJPE lYPE AND SIZE .Y.. ~'i AS PER PlANS. .... ~ . .. .. ~. ~5 ~~~~.. [EXTRA lENGTH TO EXTEND . :.: ~:: ~..; ':.: . BELL BEYOND CONCRETE ....:....~....... .. . : :.. : .. ...~ :.. : ft. ". .. 'It ,..~ ;' ~ " v , .-MIN ~, - 24- SUMP i-- rll/: ~I , 71 'L' , " "-=rJU.;::=l/lifS wdll -::::.:IIIS=III~ II PROVIDE $UOOTH lEVEL BASE 53-1/4" __ - h 1 l s: ,:-. ..--. ....... .. ...... ..... -.... .. ..-, ,. ~ .~......:........:........ .. -. .'" . : . . . .. . : .., . J t ,~~~~~~~~~~~"'&~~~~"Y" ~'~~~~~n..~~~~~~"~~~ , MEC~ICAl' PLUG DUAL CHAMBER CATCH BASIN. N.T.S. CLEAN, OUT' DETAIL NJ.S. , . .', 3 1 '-;SURFAClNG I, PER :PLANS fLOWUNE OF PIPE AS PER PLANS CONCRETE BASE 3000 - 1 1/2-, in C'i , SIDEWALK ~ ~lOW FLOW CHANNEL REFER , AC PAVING AS:\ PER [)RAWING , . TO ARCHITECT'S PLAN FOR PER DRAWING' 5=2.00% PlANTJNG INFORMATION ' . ., " II>- '. ':.:~J ~:. ~,.... ..:....~. .:-....~. 4 _.... .~... . . ...f ..... #............:f.\.~ ~ 7..~ ;;-~v...~" '.~ ~'. 11 ~ ~:d ~ ~ v;"(';".....~'I(;,"f,. o;.a.:. 3 ~ ~ )I ~. '. I . ' ~y.-y-" :; ;:\ Clio~ 1. ~ ~~, " ~ .oY~' ...~'"C '\ . ~~ . ':'. I . -."': . f STANDARD FRAME &: COVER / I~ I...~ ~;;-~ ~ ~~ ;: co t N ~~ '~~ ..., . . .~. -25- --- }!. . . . .- -I.. ~. . .... ~~-, ~. - :. !,:". ~... ..' ~. .. ~t. . i: !.~, STANDARD PRECAST CONE, STRENGTH, EQUAl TO , ClASS III CONCRETE SEWER PIPE. All CONSTRUCTION' JOINTS SHAll BE MORTARED. :l. ." :~ \~ ;.i 42" J' ~ ~ -!.. ~ '" ~~ , :!; -. ....., \. f.~ ~: ~~ J" !;': ,:, . . .... ~1 ~: }! ~. ~~ ~~ ~~ .~ .~. !;. V-- PROVIDE SMOOTH ~~:' , 'i1 ' CHANNELED BASE :i! rMORTAR ~:.~ '.f; . ;; 3" ~ - . .:: . I;~ ';:.' , __ . ".31 o ' ,t r- ,~ ... ~ :;~~;:t:~~Jft~~ .=r' . ( ~ J1'~'\'::'~"'''f'~ .;.:' .~; :~.~. . . .';:':'~.f~':.41-':~;.~~...:.~.~:~ f..;.~;.:, ','r_;... ~ ~.:. f' ;~~ ... '... ." .~t.. 1';. .., I ~~. "'.._.... ~ ... ...\~ .:,.,-...... ~ ..,..~ 411 ~.. . t~~..:.....:. .~r.:t:.:..~t! :: ...:..;-t;- . ~ fko:........;..'.,. . .. ..~.. ~....~..:.Jo'\ to - . )~\,' ....~.....r...).:':~..... ". .,,........... '. . OJ' ;..~~; '. ;~, ~ .r::..~..~. ;~:t.: "i~ !.;':l;;.~.:.~~f.:' "1'4 "~ :'.: ..11O~, .-; :Of..,"'" ..t..~ I"!.~' .;:.. . . . . I ~ . 4' -g" !i: ~::5 ~:J: '~ Z ::2 -- r STANDARD. MANHOLE.. DETAIL , ,N.T.S. HYDROSEED MIX REFER TO ARCHITECT'S PLAN FOR PLANTING ,INFORMATION 5=2.00% .. . .... r_...... .'. . 1t . ;: .~ '..1 . .. ~.. . . .. ... .. . . .- .. ,: ..... II- ... .... ... ..-' .... l .:t : ............,. .. . . ..... . , ...... ." 'N'/2/ ~.i w/>>'~' =",y" ~ ~ . ....... 'iI> L BO~OMj .Y Y /.;; :/A .. 11' BIO-SWALE SECTION A-A N..T.5. - . L l \ II II 'It ~~ .t ~ 18" <<<~ :<"';; - 7/~~ -:.0' ~~ 12" MIN. ~~~>>~>>' .y" //~/,(~ / ROUND GRATE II" J '~'0" ~~~~ ~~~4"~ ~" ,,,/ / OUTLET PIPE ..... SIZE AS PER PLANS 18n BEll & SPIGOT 'C76 CL III - :::a - - . '.CONCRffi BASE ~_ . .' ~ ~ It ~ I 3IP MIN. 1 ---.. f-' -:: f NOTE: SEED DISTURBED SOJl TO PREVENT. EROSION Co T AREA DRAIN DETAIL N.T.S. anROUND GRATE DRAIN-RITE WI 4" OUTLET > r CONCRETE PAD ' ,SLOPE' TO' GRATE r ).~'~.". r-:l'~"".1""~'.;'~'::'...:.. -~'r~_.. ";. ....:.. . ...... _..:' ~~ -. .. 4f: .. "'.<11. .,...... . . .... .... .. ., ........:.;.. ."...,...:......... I -- ' . '., 4"PVC/= H II - TRAP 4"PVcJ 0 WASTE WATER SERVICE LINE , ,TRASH ENCLOSURE .TRAP' ,DRAIN: : N.T.S. ,~ bn . l~ d'~ ~ · ;::I Q) C1) -=3 (J.) '> m.a ~ r::: Shoo o ~ _l~ O~~ ~ .00 = .E:: , 0 ~ 000 .......c ~' ,O~ .......0 E 8!;;:~friO N ,..... 0') N rn. OJ I t').c ~t:i~J,5 ::,) 0 t") co (I) ..........q- L.."cS=~o r- --' .... .,.... , (l)we,.q-o _ i:i: Il') _ -<:> ..- , Z I.&J .. 0_ z' x... ~ff~~o (1)0.. - rn ....... . ..... cd ~ Q) al . ......-t . ...... >' · r-I o CI) ~ (/) '~ o ~ ~ .;3 o ~ ~ d :~ 0 ~~ d (J) d ~, "'" ~ .~ ~ ~ d' ~ - >>~'>)'l~I}7:t( /').7jC /'} ... ~,6~~ ~.';,:'~:../ ~~! / ,,/ /, ,/ /..,"'-/ /.... "'-../ /. ,.. . ....... , ~, ,"' '" -, " , . :'.~.;.; t - n ,011 .. .... . .' . ..........6......... ... .... .;:.. f///////////////////////////////////////~ .~~~%~~~~~~~~\\~~\~~~~~~~~~~~~~~~~~~\~~~~~~~~~~~~~ "~~~~~~~~'" ' '7~~~~~~~)." SURFACING AS PER PlANS . 4~ 3000 PSI7 . j ,"'6 - CONCRETE / ~ J....-:' .:"'~'O: .... :'-'.: I'!'~'" ':'1"'.: 'f,. f~-1...~ " J 9-1:-1.,.. ,... _..... ... ,:..: .,. ... ~~ ....".. '<<:. :., .... . 11(//~r // //// // ~ .'. 0 )~ ~ 0~ ..'~ " --I :t: ::& U) ,.... f:2 == o ' en I ;>; >: -- 0 lSI ~ ~ CO 7,Z ~ a: a '-0 ,.... f-t :t: ~ ~ ~ Q' U .~ z e!, ~ !g ~ " - U 0 en Cd ff u ~ 0 Q CIJ Q 00, ~ ... I.a >- LIJ IX: SHEET C5 of 6 <1)1 ~, ~ ~ o t7) t>> ~ <:) ~ ~ ~ o (..) t>> ~. d ~ "t3 ......:> Q), .~' ~ ~ .~ ~ ~ , . ~ ~ o 00 ........ 0' 00 . ..... ::-. ~, o ~ I I I I I 1 I I , I f I I I I I f I :. ",.. . ~. i . .' '. .1 '_:ffiI] -, ':,"R"EJ"'''' ..~aNG. : B'~~S;:-,-1H.'; >'.' .. ~RUFli1tR" ,"- _. . ... ......:. "" "" WI.. : ",QNU,."", ~DGE." . . '.";,'.',:'<"'...lHJUUM..,O~':.' .."., " '.' " '.- '..OI.IlLEr,'..:,"...,'.','.- ~; ::;"~: ....-. .-:,.._,.8 ,.~E~(S1Dr. .11- . '.. rio' '. .. .. , JI I ,," , '. .: ... . .... . ~ '. ..' .... : GENERAL :'NOTES::,:.,: ", " : . '. , . : l.l", $TOIIftllR 'BY ,:".lIIf~ INC.,' PORtI.A.ND.OREqOH, sqo/~"87. . . '; '2.>, Q\1CIf8ASI,. ,Musr:..8E."SV ~:<;..' '..", ,..'. ":".::, , .:: . ~":;:.-. ".,:":, .....:. :". '," ." .. . ':.-,.J.): EJc1EffiIL'....,NI) COUf;lUNQS',to SE"PROVIDID' fit O'DERS.' '..:' ..' > '., ,'.. , , " '. 4.). fU1CI8t.[ ,COUPUNQ,lO"fE USED ,'AT'.NEf . OU11.Er."FERNco,CR ENGItUR. APfROVED.- ":-. : I.r PERUEIIR SUI 10 'IE.PAOVIDm w: CONIRACIOA. " , .: ''', '," --', ~ . ">.,:stORMFI.1ER'_J.U~ ~':',""'lO OPERA11OM .".o:1INH1IlWfCE . ,'::IMHUALFGft'Dt'tMS., .', ' ""'-:' ' ,"",:' , .' ',.,'; ,:"::'.' ,', ' ,', . ' . ",' , : 7.). CATCItBASIN 1JORMfII.1IR" StRUCtURAL SPlCIFK:.\1IQNS: ~,' ' , ,'. " .'.~.':~;;PlA1E..'.. .. . .... ... .. :, ':, , ",,' ,,','CCMl'IHG: ,... .:' ,RE5lSrANr..:AU..; SUWNZS' , " Ultlf' WEIGHT:: ," e:so LB." <., ~'-: .' --'.. .",,' . INI.S CRAlE:' ':DUCIIlE lION,', . .' ' . , ."~;SJM:,':"RSlC;JMJ.,"'.:.: ". ('J) Q.) fI) ~ o ~ '~ ~ o &-.. ~ ~ ~ 0 ~~ e C/J ~ ~ "" ~ .~ '~ ~ d' "J ".,' "" . . ' ,I ','.'1 :-.~ , , .. .. , , " > ...... , . . .' .... : . '..' . '" .... . . '. ". .. . ",.'. . ''II; .~ .: . '" : :.'IJ.~_~_(~~'.:.-:< - ~, . ... . . ....._' ..' . .... - . . . , .. ' .. , , , . ,. ." ,. "LET, PIPE,' , . ' . . SOUD UD' , .," '.:::. ." ,;:', ",'.' __ ..', "'. "SlU8' (OPllOHAL) :,' ":,',', : .""':',:"',,.':::,:,,:'>;".':..J~:GRA~,: ' ..' . "'.!' ',...,':-. '.','.."., :.' ,..'..-',.,.' .. ,: "'," :<:"~~'IN''-ST~fLTER'':~'PLAH VIEW <.... Eel.... ,":.,.,':.', ',:.~.,.mw .~TA", ' '" . " ... ",.,. I . " ..: . '. " ::' ", -. . . . ~.' . '. \ "': .... ' . ..c:' ',\:. ". , " , ' . ... . .,1.. ," .' '". .' ~ '. . ~.: ".' ;. . /. .' I I j j i I .", .;. '." .." . ,:, I iii ; ',:. ,':".'. ' .':'. :' ,;' . ,," ~ .,'." ';." '. ..... ...:.... ..,. .:>' ,...t "",: '.:: .. ..... ". is .'. ., ":' ,.':,: '",..:. ":', '. :, ,,', ,; , ' . '. " ' ,',' '. . "':J :at.:i"2 '",'-":,,' ,.-:'; ",",' :,,::."' ", ,... ,,' , .'. " ':.'. 'r-..!.'.'..5""! ~n , .. ,,". '..,<:,.,:,::,.,...',:,.., ". . '" ,,"':,.' ; : ,." ~ ,: ''-u PSlUElER 'sLAlf .-'" .'~. ,:. .' , .. " '.. :'3,000 PS'CONCRElE " ,"".',,' ,.', :':.. , ". '. " .... ';'" ,,: ., . .. . i ; .j' .,. T: :(8Y:cott~~l<:.' .: I :.>,t4~~!JI' _71- .;,,}~!,..,; .' Ii r; " ,. I:I~. ............ a i:' .... " I.,..: ,.,., f1LlER " 'GlAMSER . " , .''- INLET" , , , . . .0' 00 .-.I . ....... . oj ~ <J.) ~ ....... . ..... > . ..... o . .. - . '. . .. . "';:" " ' ~. .. . . . ",,' . " .~. , , ' . ,', . . :',~' . , ,". " ...", ' -. . ' "--.", ' . " . 2~#4 REINFoRCING BAttS" TO~~~4!F~I,;" ............~By.CQN1RACTOR).. .... .,: 1 " .. . . ,,', ," 2'-3 3/.- '. ' '--" , " (2.3-) , . ~' " << , ,,'_58'. '. t' ;.'. , '. " I ",,' ,OVERFLOW', : ',' waR CREST, ", " :3'-9~' " ,., '. . . , " 8 GUlLET PIPE" : S11JB ,(S1O) " , ." .., .,' . ,,:',.,:'V~JES' . I , .. ,', ,INLET/OUlLEt'. . - '. FlL1ER"QWtBER ,',~' CHAMBER,'.' ','. --, .' ',,2'-1. ~-2 · CLEANOUT OPEN! C' " .:;:.~~wd.:.,<.-. .... , ",OVERFLOW. .' ~ .' ,'::. '. '-~M, >OUlLET ,- . . . . ~H=1t ~~RMFlLT[R ~ SECnON ~EW. .... .' "~ . . ~.." .., I 1 I 1 . t ! . . .... ".:.. .' . ~ . . ...' ..... I:.' .... . . ';. '. : . ~. t .... . ',. . " ...... . .,. ".,".: .' ., .':.._::.~H~N~OA..FtLlER-:SEcrIOHYIEW ....~.. ..... '. I. . . . .. . , . ',",: ',;. . >> .' .. ,,: .. '.:. .' :. ". .' ", J! .....I~ "'- 'I,.: .. ,III ',.. .. ' .... It " . , " . .... " ' , ' , . . . ..'. .... , , ' " . . , , ' ". ... .J " .' .' '.. . . j'.'.' '. ..' -,:. " :.. '... .':: :, ". . . ...... ." . .'. " : . .... '.........~ . ;', '.': '. , '... " st.mJDter. .' '., . .....,. ;.. -: V...',AIIRr.. '__'.,' . '., ,....,........... ....-.' ". , ,',' ...' 1,IIUw. ... crmm VA ,,' ':"" ~;,~~~........,.....,' CIl bQ J-I . d {I.} 0 .~ f21 ~ . ~Q)~ CIl -Sio 9 5~oo O~l~ --- f'oo. 0 ' E o~ ~~) ~...... 0)1 ~ ui OJ ~ 'C I-<<J NI.... 5O::~~E (1)0 ~. , .. ......... c::: t;. 0 =::: -... 0 -J 'II' -- C:. lJJ In .q- 0 ' i::i: ~ lr.. . en OJ c> .. .....:...15 o~ ~ .,. CO 0::: X ~ a.. ~ It: VIa.. ~~ 0, b') Q) ~ o ~, "io.:) ~ ~ o t.:> C>> a ~. ~ """-0) Q) .~ ~. ~ .~ ~ ~ '. " ,.' '.,' I'" : , I i j I .: . . to f'oo. ~~ I - a 7 Z ,....'~ u .- ~ ~ 0 Q re :r: 0:: 3: ~ "... :>: ~~:>: tx1 ~ !E ~tx1 CQ ~ ~ ~: ~ < - () ~ ~ ~ ~ .' ~. " : I I cii Z o .)-C !!J > iii tt: ", SHEET C6 of 6. I