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HomeMy WebLinkAboutPlan, Final APPLICANT 6/14/2007 .;.>..,...,....~"''''' ,- - - - - - -133'-0" - - - - r6'WO~DFENCE , ~--~---~-:~:~:(1:><:F~-IT ~ IT ~ -~---; ~ ~, ---- , ---- rl-i I I I I I I II I ~ I:], 1~: I ~1,~,J _: 1 r='F~JpC: II ~ -- I 7' UTILITY UNI r D I ~./ EASEMENT . If I JA- ,/~, , ' -11-; ,-THIS AREA OF CURB ,\,' I, '-~'~' f '110' 1 / TO BE PAINTED "\.. V ~ RED WITH "NO PARKING G MOUNTED L1GHY::,\ I I ,I FIRE ZONE" IN 4" HIGH I [. ...., "~3'\ r--~- Y)BI - AC~SSll,ch i ~~ !l/ 4'-6" LE~TERING l~~ ,. -1'1 ~;T (p~_ ~!", ---.- ~-::.:-=-.~'.~ l~NOPARKING -_.~ - - -Gf)'-I) I ~ ", ' r-\\ I' FIRE ZONE SIGN All I LY L 'c, , ((I ! 60'-0" I I I ' II 1'1 ' , 'I I i I I <,,' I :] I I' I ~ ~ (~:. ~iTC s":' Ii i_ ~= 11, _~_ :f.~"-~ ,1_1 1O_{~;. <C..rJ I III- / ~' ~ ~ " 4'-6'111':0" m, A' 5> cr\ . 1-- - ',i I e <:. 5> 9 ~: -. ~~' i I,! ....~ 9'- ~ ~~~ '~-I ~- u ., 9 I:: ~.) ,,:X)f ~,\' '~ ' . IS,,'dl,!rt 9"- ~_ ~' 9 "loJ BLDG MOUNTED LIGHT_I: - ~- -~ \, '~ S ':::! :r:. - - - - - - - ? I POLE ' ~ m I f 110-- - ~(_ : LIGHT O~~~I~~ACE ~ ~ 10'SQI'ATlO ""'" (~'O" ! ~ W"SIDIlWALK ,,\' -' i'.~ ~ ~ ACCESS TO '\ - - -.J ' STORAGE ~ ' ~ UNITS-TYP ~ --I,' UmTB -~;~I, (~ll .~-.. I >l ;!" I 'rJ I! IOl __ 5' ~ I 9_' r-, ~ I . 4'-6 j 11'-0",/, . + 16',6" I, ~ 24'-0" cr\ ~'_~ ~ (~.!I.l <1/~, '1\,\ i'! :-';-:I~'-~~: -':'_,0 ---;,...; f~ ' 1 '\ i ~. ' 'I:DC ~ 16'-6" ~ ' 'jC 2 4 9 l- I ',8'-0" All All ~ CATCf .~. i~~ . 6' WOOD - --<I ~ -', )-.~ ~ -' .BASIN 91 ~ , ;-.., --" . Y 9 !rt . cr\ fENCE @ I '>l ' 1 N <:. 8 ~ -'-;-'. ..:,. L""TYP (8rl ~ i:S) lW~'\; ~_3. ~ -~ . t'L~ i ~"r~7 ~Xi ~ J-. 9 I \7 CBLDG~~OljNTEDiiGHT - ~ ~L!_~I, ~ I r-r r"'l , k ~ : ~...; ~/ 91 ~ !rt~ --~~i-" L: ~L;' L'_ I ~I ;; ':-. J" "oil ~ I i' (& 2 N ~ UNf.~ ,<J ~ . '" 9 ~r N ,,;;~~~ ~j _ L ;~"\ _/ . . ~- i RO,m · SID~~~iT~~g~~~ ~ IT- = T --i~ ~ ~- -4- ~ r Q=: =~ I ~~ . NOTAPARTOFTHlS ~ \ >'-Lr"? U ~ I ;' II - -, 1'~~----J17Vi8\ CONTRACT N " - -' ~ ~ -~~9' ~ ~ I.', \...~'-~" AV J ~ 1-1_:" El~~U~~f ../ ~ ~icig~ / I '" _._J.,C_ 12',0" 72'.0" LIGHT 6'-6' , 24'-0" 6'-01 ~ 30'-6" IS'-6" ---" :---- , 5> ., N ( ,. I , H 6' FENCE I ~ ~- ~ N '" -~ '-- 23'-3"R s <;- N lQ - POLE LIGHT POLE LIGHT MIN. 7" , ~ GROUND COVER 9 / FOR CLIMBL"G VINES (2) 36" XS2" TRASH CONTAINERS STANDARD 1.5 YD EA, WITH (1) 32 GA. CART FOR MIXED GLASS RECYCLING ~' i<\ ~ C> ---- UTILITY TRANSFORMER WI 10' CLEARANCE ON THE EAST SIDE TO ANY LANDSCAPING --------- 7'UTILITY EASEMENT 5> C> >'- , :;: RTH ASSESSOR MAP #17-02-32-33 TAX LOT 1701 NOTE: 1. TOWNHOUSE UNITS ALL HA VE BACK PAnos OF APPROXIMA TEL Y 70 SF CONC. SLAB WITH ENCLOSED STORAGE Ul\'1TS 2. 6 FOOT WOOD FENCES AT PROPERTY LINES AND YARDS AS SHOWN 3. PROJECT SITE IS OUTSIDE OF FLOOD PLAIN & FLOODWAY. 00 AREA STAND LIGHT LEGEND SITE PLAN 1"=20' L itt BUILDING MOUNTED LIGHT 133'-0" :--1- -~~.. 0,- ;7~ jT~j7~I-- - . 1//' /~~I / // </.///// /! II' I I !/I/' b 1//)///11 7 0/77~Tr:=1 ;/:1 IFf " ,/ ';/~i Ff (0/:~;:j,/// ~///>/// J :l:~'::~>';':~~ f I / / ./ / / / II ////// I ////// I, ~/?X/ (>~ ,0~;/~~~!. t--- ////.?I I I _" / / / / [I - / / /1 / ~ 1- , ~J L ~>(]-l rt? L It(// (~~- UNITe t, J[' j1:j , ~~~;[ (:j~ !-5~ J/4?/-- 17/// 11-- i 1-' 9 I I .. GATE (10) ~(rl\~: / / , . ~t~////~ ~ J /- 7"/- 7 '"A 6'WOOD-" : -1-=[- FENCE "'~ .. 10'SQPATIO (I... W/6'SIDEWALK ~ \t -,- ACCESS TO "" "1-"~ - - STORAGE I / /' ' UNITS-TYP , 't~- . /-\ CtJLJ ~& [ .1f'/v ~~~/ / (~&:- 1- -' - ~l r AUTOMATlClRRIGATION - to CONTROL BOX {> (ll) RED MAPLE.! r- CITY STREET LI~HTING : I, NOTE: PROTIME 70~ PDX, i ",/ ECO.LAWN IN ALL PRIVATE I YARDS AND IN PUBLIC ( I- SPACES OF PARKING AREA ( '~ ,(, C3SHRU UNITB ~-tll ./ III ~ ~ Ii, ~ r il,l! --:-t--~~ " :il' ~L' ~ II ' .., . __ J ,~__nxt '-: .. . 3SHRUB.S, ,~ '. I .,' ~)I "cj " ,1\ Ii- I 11"'1', ' , "~, " ~ ' : rr-r=J .' ~,I rr=i , _C t-' -J' (. II' -&;~, ,,30'-0" , 3 SHRUBS (3) SHRUBS (3) SHRUBS , .1 .." FLEUR DE LA WN __________ LANDSCAPING PLAN ft~_. I -- -'~'r I p '"j ~'~~ MIN. 7" ~'~ , GROUND COVER I t\ - - - FOR CLIl\IBING VINE' I!) ~~~ T (6) CLIMBIN f I V BE PLACED ON EAST '. & WEST SIDES OF ! I 9' TRASH ENCLOSURE WITH I * MINIl\IUM 24" HEIGHT AT ~(" PLANTING I UTILITY ELECTRICAL . TRANSFORMER UNIT D 11', -),Zj~ - ~~; ;~~"':: ~ . l- _ _ _ _.. (3) MAPLE 1 - r~~ " ' (, (, \ II I Ii! I Ii! I I II! rAi II ~ I!IIB~M ! II ~:-~ III ~ 'III I~~~~ I, j I I' I "i I Iii I I 11,/1 II II! I! I , i o ,..! " 5> cr\ (2)DOGWOOD "" I~ ~- 9' i,p f. i: ~- "" ~~'~, -, ~ J~i ',' ,'~ POLE '_ LIGHT '. ,< (6) RED MAPLE o UNIT A r VINE I MAPLE \ j,-, '.4[': I.) { II 1_[ _/ --~0 I 'I I '---6' WOOD FENCE I iJ _ I 1'-- (6) REDMAPLES ,;--11- 1//1 MAX SPACING 30' /v// : ga / ,'woo, FENCE ,/ - ~I~ 1~/1 . I I ------DOGWOOD I : ,1 tr (- I ( 2) RED MAPLE 2) DOUGLAS FIR 5) RED MAPLE ~ (57) SHRUBS W/4' MATURE . I P HEIGHTIN 2 YEARS @ PARKING EDGE. 2) PONDEROSA PINE 'w ~ED MAPLE , I '--- FLEUR DE LA WN " ~OGWOOD J 3 SHRUBS NOTE: NO MORE THAN (5) TREES WITH DIAMETERS GREATER THAN 5" TO BE REMOVED 16'-0" H3) RED MAPLE i COMPLETE WITH CITY NOTE: THE FIRST LIMB STREET TREE LISTING MUST BE S' FROM THE GRADE 30'-0" 1"=20' SOUTH 42ND . =-- 6'-6" OIC JOINTS < TO EAST ~ EXPANSION JOINTS I-I---l- '1' J S4'R ~ I ~, i 5'-3" { I rf' I -I I I I W J ~' I ~ .' "\~ Sc::ORED ~, - - -JOINTS- 42"' r- ~- 0-, TYI--' -- I J .. ~ . . ~ ~ ~42"~~ 5',6" [ I /I2'-lI'V \ ) r ( rill -1~.__,__, ~ ~2N~~?O~ OP~/~I~O~ AS~C~~~A~AREA ~ ACTIVE RECREATION AREA UNITC j' / .;f -, 7'~O" 42" R TYP UNITB i ~t'.",,"""" . .#~ I '.... '~I r- o -1'- ~ '\, 42" R TYP - 6'-6" O/C~ " 6'-6" r JOINTS TO 6 CURB / WEST IS'-O" 9 i<\ ~ '" 5> C> '" -~ ~ ~ ~ SALSBURY PEDESTAL MAILBOXES SEE 31 A4 4" CONCRETE SLAB WITH 4" COMPACTED QUARRY ROCK BASE AT SIDE WALK AND COMMON OPEN SPACE AREAS ~ ~ ~ h' ~ '-' U ClCI'-... ........'1-< .::I: ~ ~~ ........ ' (j; oC)~ ti ~ ~:2;1'-... ~ OO~ ~ ~C,:l~ ~ U h~'-' ~ ~f5 Q ~ :>: ~ ~ , ~ ~S<.D ~ ~ N ~~~ ~a ~ ~~";'J ~ ~ uC,:l~ ~ a~~ lr.l ------.. ~ ~~~ ClCVj~ ~ GROUND M/;/;<<0;;j;1 COVER ' /ij// / / BARK.O-MUL H ~{~ALE W'""""" '~I 6' WOOD FENCE CONCRETE I SIDEWALK NOTE: PARKING AREA SHRUBS - (24"-36" HT. MIN. SIZE) GJ MA Y BE ASPHALTIC ABELlA 'EDWARD GOUCHER' EDWARD GOUCHER ABELlA CONCRETE AZALEA 'EXBURY' EXBURY AZALEA fTn-l.A WN (HO~BS & ~OPKINS) ECOLOGY MIXES CAMELlA JAPONICA CAMELIA I. P~OTl~If.: 7P\pI}U;r.ol {lr.Y SEED MIX CHOISYA TERNATA MEXICAN ORANGE J'>R8s10 ,;'ER.tNNIAL RYEGRASS 55% ESCALLONlA 'APPLE BLOSSOM' APPLE BLOSSOM ESCALLONIA EUEKA HARD FESCUE 15% ESCALLONIA COMPACTA COMPACT ESCALLONIA WILDFLOWER AND FLOWER SEED MIX; EUONYMUS ALA TA WINGED EUONYMUS DWARF YARROW, DUTCHWHITE CLOVER, HIBISCUS SYRIACUS ROSE OF SHARON SALINA STRA WBERRY CLOVER, AND HAMMAMELIS MOLLIS WITCH HAZEL SWEET ALYSSUM 25% LLEX AQUlFOLlUl\I ENGLISH HOLLY THIS MIX IS DESIGNED TO FORM A YEAR LLEX CRENATA CONVEXA JAPANESE HOLLY ROUND GREEN COVER, WITH LITTLE OR NO l\lAHONIA AUQUIFOLIUl\I OREGON GRAPE IRRIGA TION REQUIRED. STARTER FERTILIZER MAHONlA REPENS CREEPING MAHONIA IS RECOMMENDED BUT ADDITIONAL MYRICA CALIFORNICA PACIFIC WAX MYRTLE FERTILIZER IS USUALLY NOT REQUIRED. NANDINA DOMESTICA HEA VENLY BAMBOO MOWING IS OPTIONAL. SEEDING RATE IS 1.5 PHOTINlA GLABRA JAPANESE PHOTINIA TO 2 Ibs, PER 1000 SQUARE FEET, PIER IS JAPONICA JAPANESE PIERIS DEPENDING UPON SLOPE. POL YSTICHUl\I MUNITUM SWORD FERN 2. ELEJ.r~ DE I ,A WN- THIS ECO.LA WN ~IIX 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 OVA TUM EVERGREEN HUCKLEBERRY PRO. TIME FLEUR DE LA WN, DEVELOPED AT, VIBURNUM TIN US 'SPRING BOUQUET' SPRING BOUQUET VIBURNUM OSU, IS A LOW MAINTENANCE FLOWERING , ;3 ~~.D BIO-SWALE SEED l\IIX. LAWN. IT REQUIRES LITTLE OR NO MOWL'\G, NO,' ~, .(~.\'-l-' IRRIGATION AFTER ESTABLISHMENT, & NO ::';:;8 ~___ ,:v CLIMBING VINE - (24"-36" HT. MIN. SIZE) CLIMBING VINE @ FERTILIZER AFTER ESTABLlSHE~IENT; SMALL i I '-? CLEMA TIS (CLEMATIS ARl\IANDII) FLOWERS & LOW.GROWING STRA WBERRY "" ~ J4.J PLANTING REOUIREMNETS NOTE CLOVER COMBINE WI A SPECAIL VARIETY ~ f. /c;x:; OF DWARF PERENNIAL RYEGRASS. .' . : 1. ALL PLANTINGS USED FOR SCREENING AT PARKING AND PROPERTY LINES . TO BE EVERGREEN AND 5 GAL. MINIMUM SIZE TO MEET CODE REQUIREMENTS, ~ I ALL STREET TREES TO BE SELECTED FROM CITY OF SPRINGFIELD APPROVED f]j . STREET TREE LIST AND PLANTED AT REQUIRED MINIMU1\I2" CALIPER AT PLANTING SIZES OR LARGER. (J) 2. DROUGHT- TOLERANT LANDSCAPING WILL BE USED ti 3. BIO-SW ALE GRASS TO BE PROVIDED BY HOBBS & HOPKINS LTD. tJ .PT-S25 BIO-F1LTRARION DWARF GRASS COVER MIX a 4. ECO-LA WNS TO HA VE ADEQUATE ONGOING MAINTENANCE (2 MOWINGS MINIMUM PER YEAR & ADEQUA TE ~ IRRIGATION DURING LA WN GERl\IINA TION) IN ALL LANDSCAPED AREAS. N 5. GATED DOOR WAYS AT 10 LOCATIONS WITH PAD LOCKS, SEE SITE PLAN. ~ ~ ~ <9 SHEET 1 OF 3 \ ~~::r-~ EST _~ r j i ~ IL: r l I ~ :r'ROJllCfSITIl I I - - 1'\ MAINST _1C:-4~--- MOHA"K I -' I, r IlAISI'ST ~NCTI'N , -r M'-' j -'~.- --__~:.. C-l _--_ - - - ..... -----~- - ~ ' ==:J ~i, .. .. _ > 'I ~J .. :.J----, r- 4 , J .-. - VICINITY PLAN NTS 0- , ~ 6UU m I tHOU n - - - - RAILROAD INDEX SHEET Al SITE PLANILANDSCAPING PLAN SHEET A2 FLOOR PLANS/ELEV A TIONS SHEET A3 DETAILS SITE DATA TOTAL SITE AREA: EXISTING ZONING: EXISTING USE: PROPOSED USE: ASSESSOR'S MAP#: TAX LOT#: STREET ADDRESS: SITE COVERAGE TOTAL SITE AREA: GROSS BUILDING AREA: PA VING AREAS: SIDEWALK PAVING: PARKING PA VING: TOTAL: 39, 368SF :: .90AC MDR VACANT MUL TI.F AMIL Y RESIIlENTIAL 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 BWG AREA: IS,I44SF (37% OF TOTAL) (11 % OF TOTAL) (26% OF TOTAL) IMPERVIOUS SURFACE EXISTING SITE IMPERVIOUS SURFACE NEW IMPERVIOUS SURFACE (4.22% OF TOTAL); PRIV ATE OPEN SPACE, S,005SF ~ 4,536SF REQUIRED COMMON LANDSCAPED AREAS: 3,501 SF (S.9% OF TOTAL) REAR YARD LANDSCAPED: 8,005 SF (20.3% OF TOTAL) PATIO AREAS (4" CONC.): 1,314 SF (3.33% OF TOTAL) *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'XI8')* *ADA PARKING: (2) 9'XIS' WITH 6'XIS' LOADING AREAl 25 SPACES 2 REQUIRED LOT AREA: 39,36S SF 143,560 SF = .90 AC. Bl'Il.DJNG LOT CCVERAGE: 9,072 SF, 26% BIKE SPACES: 8 - OPEN SPACE: 4,428 SF + 1 r4}~~ ~f . 7.1151l SF 6,944 SF 1,662 SF PLANTING LEGEND - 0 BOTANICAL NAME COMMON NAME SHADE $ STREET TREES - ACER RUB RUM 'RED SUNSET (2" CAL.MIN. SIZE) RED MAPLE ECO.LAWN I ORNAMENTAL TREES - (AS SHOWN) ACER CIRCINA TUM VINE MAPLE 0 CONIFER TREES - (6'.S' HT. MIN. SIZE) PSUEDOTSUGA MENZIESII PONDEROSA PINE ~ I GROUND COVERS ARCTOSTAPHYLOS UV A URSI KINNIKINNICK (I GAL.)I JRRIGA 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 PA VED SURFACES ALL LATERAL LINES WILL HA VE AUTOMATIC DRAL" VAL VES AND THE MAIN LINE WILL HAVE l>lANUAL DRAIN VALVES. SYSTEM CONTROLLER WILL BE OPERA TED AUTOMA TICALL Y AND EQUIPED WITH A MOISTURE SENSOR DEVICE. 2. AUTOMATIC IRRIGA TION CONTROLLER TO BE LOCATED INSIDE KEY GROUND BOX WEST WALL OF UNIT B, PU~tf',~/.::::7'?; ft NAl SITE PLAN JUN 1 4 Z007 Plmner: p~ , , r.J) Q) r.J) ::J o ~ ~ o ~ ~ tl ~ ""0 <1) 0--. (lj Jj ~ o fJ5 0 H"'do.Q ~ cEj <1) ~~O Z fi :Sl' __ ..-.1 <1) ~5f.o ~~'E ~~& '" PROJECT: 0604 DA TE: 12/21/06 DRA WN BY: JRlAS DESIGNED BV: AI' REVISION: 4/4/07 : '" ) ) SITE PLAN LANDSCAPING PLAN VICINITY PLAN A~_ -,~ co b.D ~. ~ CJl 0 .~ ~ ~ ~.~ ~. @ 'S:: 00 9~~ ... ......0 E ,0 ...... ::?! tt') 0 o .q. en an . N S; I f:::.- ~.~. :::>O::t')~ (I) ,0 ~ "C ..~ c: t-=O;..........O' (I)-JLC)........c LaJ~V ......,G: U'>_ -(!.> ..-"'0 O;;~..@ mo:: X ~o..~~ V> 0... N ~ ~ '0 CQ ........ o en . ..... ~ "-t' o ~ , SCAlE:' 1.=20' , 20' 0 - 20' ., 40' I FIRST ADD TO SOUTHWAY .. . I r ~ LOT 5 ' ' . .. BLOCK (i) , ,~'\:j'\:j -.-. , - '\~ , . . f . .' ., = 4t &3 g N89~9'J2" 252.69' ~ -~ Q:; .~ BLUEBELLE WAY ~ '~ : . . , J ." : : SCHOOL ('J) Q.) CI) ~ ~ 0 ~ 0 Q) ~ ~ 0 ~ ~ cd ;3 ......... 0 ~ h ~ ~. ...., ~' ~. ~. ~ Q) '0 S tj u ~ 0 Q) r.D. ~ r:n. ~ r:, ~ d Q) tj r.D. ~ r.D. CI) <: tj :<; Q) i; Ii ...., 'l:3' . ..... "" ~ 1, ~ I 00 t>> n .~' i; ~ I': ,; ~ -n ~', r .~ .~ H ~ R.' II ~ V:l, H f: d ~ ~/ ~ LEGEND . FOUND MONUMENT; AS NOTED 0 FOUN(J RR SPIKE, AS NOTED BOUNDARY +, CENTERliNE ] EXISTING POWER POLE, ,OVERHEAD UNE cl- GUY ANCHOR, ' -0- EXISTING POWER POLE W/1'RANSFORMER (WI' EXISTING' WATER JJEJER . u:Ji P EXISTING TELEPHONE PEDESTAL AND , UNDERGROUND; PHONEUNE, 8"WW 8 EXISTING WASTEWATER UNE AND MANHOLE ~ EXISTING SIGN 0 EXISTING MAILBOX ' "~ EXISTING AREA , DRAIN 'fiJ EXISTING -BUILDING X EXISTING FENCE GAS, EXISTING UNDERGROUND ,',G4S, UNE EXISTING ROADWAY - - EXISTING CURB ~ [] EXISflNG SIDEWAlK ADJACENT LOT UNE 0 EXISTING DECIDUOUS TREE " ',4." ::4' ':, ',"'.. " '.:.. , :.4.,:, ,~ .,: ".,' , ~. ~ . ., . . ,4., ...... ': '. ' , ' ~'\:j~ '\~ ". . . " "., .. ~ . " , ' . , . ~, .. ". "'. " ' " "'; " ' " .~' .. . ,~. , --- , ' '. ' " ~ , " .'...~ . . , ",:'---- '-... ~ '" --- ~ '" TL 1701~ . 2" . : 41.27 , . .' - l,k'\:jf}, ~ ,\\' \\' ~() "" \ \ \ \ ~ ~ ~ Rcq :' ~ t:zq, , ~. ~ c;;:;s !Wi ~ !-u ~ ~ b ..~.I ao>> WILLOW it: .2 ~ b 40179 SF ~'\:j~ '\~ 99.55" ,v) l5 143.59 N 0-15'00. E 7.00 , 3.87 , 2.33' N, ~ ' O.59'W . Jt t'O 55.00 R/W {o~'\:j ,~ (:) 0) 351 ,~ ~ k&J <:::) J.87' N, ~ Il') '0.34' E --- ...... g '::C: ,~~~ '\'v S89-59'19"W 589-59'19" NOTES: 1. SHEET C1 OF THIS 'PlAN SET SHOWS EXISTING UTILITIES AS Tt:lEY WERE AT 'THE TIME OF. THE SURVE.Y WORK. SHEETS C2. 3 &' 4 SHOW EXISTING STORM & WASTEWATER ,SYSTEMS AS PER CITY OF SPRINGFIELD IMPROVEMENTS TO ,42nd ST. PlANS, COY JOB, # P20457. ~"J'\:j'\:j .\~. 0 m (.) :::E :::E <0 ~ 0 0 0 (f) I ~ ~ ..... 0 ~ f: >4 CQ "., Z tI: ~ 0 a.1 r!., t 0 ,~ lXl Q :J: ~ ~ td 3 ~ .. ~ S u ~ 0 fIl is ~ f ~ en Q 0.36' E ~'\:j'\:j '\~ ~'\:j'\:j ,\\' ~'\:j f}, '\~ . '1,'\:j ,~ \} '!:J~ ' ,~~ 3 ' ...' 340.' p1B69 ,\.0 2005"" I.Pp~ pt.!tCEl- 2 . ,~ o ..... en , ..... :> w a: II . ..... ~ ~ ~ ~ lss MANH~LE #007 RIM ELEV=484.65 FL IN(N)~47i 11 .'~> . ~" FND RR SPIKE MARKING THE ESE COR OF THE R. , HARPER' OLe' No~ 57.. SHE'ET 'CI of 6, I~/ .- ,', ' , ASSESSORS/,MAP ,17~02-32;33 TAX LOT ,1701 II -(:)- .' I I I " I , I .... . 1/:: ~:ci A~/ II! II II 1 11 N' II I III 11 II I II I I I i I I 6"W l-d' I II ==_./ l' - .,,; I BLUEBELLE WAY .4J. ST'_~ I ~.Il , ,\111 '=, = = ,/ 1 i, I .\:: I x "'; .. N I A ~ T, II 111i2SF . , . ~~. \ II ~~,.r/: I 4 I~ I ~~ I I ; II I'" ~ = ". " ,. I ~ II rl II; ,~d ;- P~U~E. .. ....::' I ---r= ~ -'- ......< ~ f ..~ . cl.~~ II II \11 ~:: ~,::1 ' II' '~'. ~ .. .J~-=~. .~I~ g" .b:j -::"~ II ~ dl ~~ :::. J)~RTn) ~ r ~~G B II ~. '-- -~~-= r3-;: '484~ ~~n1I~r IJ I ":"~ A . 0' ,485.00 B -= 1 II I \t i- II Il.", 1 . FFE=484.57 ." .:'. . :.1 L- . <: LDG C , I ClO. 1"_ I . t I _u .'" FFE=485 00 -I~ I T II: ',. x -. r: ~<I ==p'~.f ~':- - ~nl- - 11 I)' · U.lQ~~ II ,I I :~:. li~~ ~.::I\!.f">~"~:l@:':T":~~'~"~'~'''''::'''~~-~~' 1-1 ~4R'''Q -=-1 -=== . t::H . . o. ;' ... . .' .' . · - / ~ '.1 _lf7==: --"I I 1Ft ~I .. II l . ,~. It' . ~1~1~" -:J1 _ I - ~ <.:' . ti1i'f mil .......,:. ";-U'L"r.:::~ ~:. ~~ '. '::":'::0 .'. ;.;C.r..> ,~/. " ~444) Jf!'~ /" ~' .~'~ I ,.AA-4 : 1I BICYCLE _ 1M" , ~~. ' " I '". .0'.. 'Y\' --:~ L!-'. ".fl i ' 11 ~ EI 4.:.~ 11: I L- ~G [ 'l8~;1.7 ..' . ...' , -? ~J ,.;. . · .... ',' ..jl"r;::- =:;;:--u.L . , .~.), \. ~... .:" ~ ,,~ -,......, .. .": -It ,e . '.' ~ .tR.t : ~ :.": ...;..' ~ :-.::' '. '. ..., .....-.r... ....' '. '48s.:i', ':. j\ ~~...x..~ in' ..n ~ ..,j,.J'" .: : ~>". : I":r-! . b I :I .il I rl BW~ 48445 l' . "~ .. _.:...-r.... I ---"'14.'...1' 'r .,..., ~ . -: ",":. 'ID' Soli. '-~~~.;.. .-::~ '- D-J...I~'!>: '0 . 'J ' ":"1' I r---.J . .~ il lu:t.~':':~J' ..II~:-J."~~':::~ ';L,c!),'~~~'~ij'i I i;., ~L I/~~r,;::~';~~';~'~r'" ""t'r .>.,;'~'~':. ..~~~J1::~~.~'..'~~j~ -" ':f. .1 ~ rrll' " . ,_.' (.) I ' . . '. (.) I- I- ~ '" " ,.. ~." .. ' . E-< . S ).., . .... '.: \':; 1 . ~-~' 'f4' if ~ ~"Q --" ~ . . ~ evc i., 11 00 II "CI ~ N ~ v~. '-J ,.483.81 TC ~ .@I 1 20 LU' .~". + 1,8 1.8 11rI1~~ ~+ 4845 '. 48 rt: .1 ~.- I 0- L"'" <, f'JJG.0 SF GRATE . b R=j~, -V~., \ ~ ~ .. ~ ~. TC4.53 BLDG D ~. 1 ~ I I ~ 41 50 ~ ~ mIL ._~'~\ j\ 1ft ~6 LF ' R-233" W'. ,.- . 11 !' . .u;.' .: L.M- I ~.N i IWI~ 483.9 1 20 LL . ;:j'. . - 2 484.78 - ~3.0' -. ; . ~'. Jr. j FFE=484.90 'W 00 , I I II... .: I - "'-" ~=3.0' G:~E ~ I J Jg 5 R=3.0 20 LF TC 28 IF ~' .}"- ~ I II. . '.. 484.58 ~4.6471"" l- I I I .0 !? ~ (ii! TC .45, 1 1 J; . .~' I :.:: .1 ~ IT II l + R 23.3' I :r 150 LF . . --.. -1-- I I. 11'1 \ J: .... II I . I II II . . 1 ~. ~5.7~~485.75 \ -l~=r- -L ..J I L- . ..Ij~ I II I II ,171 g~ 10.490 SF 15 i~5.75 ~.~ I 'f\:. 'I;: = ----:~- ~_ \d 48.5.75 - TC~. - 131 LF - 1 " II /I II II II II II II II II Ii f I I ......" 484 - ~ - ~ - [E) I- ~~ - - C) CONSTRUCTION' N . 1. CaNST E OTES TO SH XTRUDEO CURB AS 2. CaNST EET CS. PER DETAIL REFER TO SHE~NOWTHIC CURB AS P 15. CONST 25" cs. ER DETAIL REFER 40 C -'- AC ON 12" 41- . ONST 4-. CONCRETE- CRUSHED ROCK . CONST 6" OVER 1. · 50. CONST D~CRETE OVER 1.g:USHEO ROCK. 57 . SPRINGFIELD -~io AP~WON /is PER g~EgF ROCK. . CaNST ADA COMPi1ANrG 3-19. . 444. C~~~~:~ DETAlLS~CESS RAMP AS PER REfER TO SHE~T~5~-SWAlE AS PER DETAIL. LEGEND SF = SQUARE FEET LF = -UNEAR FEET BW = BACK OF . FFE = FiNAl WAlK FL = FLOW U~OOR. ElEVATION TC =.TOP,OF CURB LEGEND ELE- -GAS- PHN- 12"W- (WI Q9 . e--8~ - @)-24"SO- ~ fp W [EJ EXISTING OVER HEAD flEe. EXISTING GAS EXISTING PHONE UNE EXISTING WATER UNE EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WASTEWAJE R SYSTEM EXISTING STORM ORAl NAGE SYSTEM EXISTING CLE'ANOUT . EXISTING AREA DRAIN EXISTING' CATCH BASIN EXISTING TELEPHONE' P , EDESTAL b1) ~ s:: co O' ~fU~ r:jQ)CD ~ t::'~ ~ -lib S odOO Or.x:l~ ~ s:= . ~ w 0) ~ t"') .E ~ F---.O f ~. -0:: LOO o ~ ~o""~E r.J'J..... ......... ---JI 0 ~9 ;,,-..0 ~ ~ (J}wLO-S:: oq~ '::'e- ozw co-zu@ ",..,B:~~ (/)0..., (/) .~ ell ~ S ] ~ ~ .~. .;3 ~ 0 -1""'4 h ,> cd '"t3.a>. P-4 ~tj ~ .............. 0 0 r ~ . bJ) ~ ~ '...J ,"" ~ fII-I ~ m . ..... u ~ ""C (J) ~ cd tj ~ ~ ~ ~ ""~. _ 1""'4 · c"l 00 ~~ . -.:-. ~. ~ .~ ~ ~' ~ .~. tj' ~ ~ o t:))' Q)' . ~. <::) ::E o (/) f: :>.:.. a: >: f,'Q ~ ~f,'Q 00 ~ ~,~ < !:2 () ~ en ~' o ~ 0 SHEET C2 of 6 II I! n . l' \: I: H r I I' [: ~ ; L I: Ii I: i I' i: i i d P . {' I, Ii il \l I: ; " I ~ j, 1; I, {' I: " j' If P i n ~ ' ,: H . i ~ j' r I ~ :; t: l. ii I; I' Ii j: , I: i' i' Ii r l; . n p i! n I' :: " n I ~ ! ~ 1 ~ If Ii l' H Ii ! ~ : ~ I ~ :f I ~ ~ ~ ,; p if H I' It !: ~ . P H n """... I I , I II II II " II II J II ~. , II' II II ~ ! I~, , 6"W /' == ~ BLUEBELLE ,WAY 51 WW .CO #3 6" Fl OUT (W)=480.67 . . RIM ElEV.=484..9:l: II EXISTING, FIRE HYDRANT .' WW Be "ST 'STRUCTURE 'TABLE EX. WW MH WW' CO #4- ,8" Fl. IN . (N)=475.26 6" FLOUT (W)=479.,78 Bat FLOUT (5).=474.97 RIM ElEV..=484.9:b. RIM ,ElEV=483.90 'CB 13 8- Fl OUT (NE)=482.48 " GRATE' ElEV.=483.98 CJ CONSTRUCTION NOTES . ,CB,#2 8" fL OUT (NE)=482.44 GRATE ELEV:.=483.94 97., REMOVE EXISTING POWER POLE. 240. CONST. 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 411' PVC WASTEWATER PIPE. ASTM 03034. WlrH RUBBER GASKET JOINTS AND TRACER WIRE. 280. CaNST 6at PVC WASTEWATER PIPE, ASTM' 03034, WITH. RUBBER GASKET JOINTS AND TRACER WIRE. 281.' CONST 811 PVC WASTEWATER PIPE. ASTM ,,03034 WITH RUBBER' GASKET. JOINTS AND TRACER WIRE. ' ,400. CONST STD. STORM DRAIN MANHOLE. 411.' CONST CATCH BASIN W /STORMWATER . MECHANICAl ALTER . AS PER DErAtL.. REFER TO SHEET C6 412. CONST DUAL CHAMBER CATCH BASIN AS PER DETAIL REFER TO SHEET C5. 440. CONST ARfA, DRAIN, AS ,.PER DETAIL. . REfER .TO SHEEr C5. NOTES: 1. THE ,INlET, AND OUTlET Of THE ,12- CULVERT SHALl BE CONSTRUCTED @ flOWUNE Of, DITCH. CONSTRUCT SETTLING BASINS' AS ,PER DErAIL ON SHEET ,C4 AT' INLET AND OUTLET "Of PIPE. WW CO #5 6" Fl. OUT (5)=480.05, ' RIM ElEV.=485.0:l: .~ 1 r bf r , WW',MH '1 4" fL IN (SW)=477.46 . 6" FlIN' (E)=477.36 8" FL' OUT (W) = 477 .26 RIM ElEV.=475.59 1 :I: Q. TO, 11 4" FL OUT (N)=479.42 RIM ElEV.=485.2:1: . Sf CO'H1 6- FL OUT (W)=482.73 RIM ElEV.=484.28' ww CO 11 , 6at FL OUT (W)=,478.78 RIM ELE.V.=484.84 ST ,MH .#1 6" Ft IN (E)=460.91 10. Fl'lN (N)=480.91 1211 FLOUT (W)=4BO.81" RIM ElEV.=484.28 ST ,CO -1/2 6" 'FLOUT (W)=483.58 , RIM ElEV.=484.90 ~, w WW co, #2 . '6ft' FL -OUT (S)=480.10 RIM ELEV.=484.6:1: , ADHl 1011 FL OUT (5)=481.07 GRATE ELEV.=482.50 , CB #1 8" FL OUT (N)=4BO.83 GRATE ELEV.::::;483.B 1 I , j I 'LEGEND ELE ~ EXISTING. OVER. HEAD ElEe.' GAS- EXISTING GAS PHN - ,EXISTING PHONE LINE 12"W- 'EXISTING WATER UNE 3/4~ PROPOSED WATER'UNE lWJ EXISTING WATER MffiR Q9 EXISTING' WATER' VAlVE ' . EXISTING ARE HYDRANT. " . "'PROPOSED FIRE HYDRANT _ EXISTING WASTEWATER SYSTEM " ... ~ ~ 11 II II II' 1 2. EXISTING' STORM &. WASTEWATER' SYSTEMS ARE' SHOWN PER CITY OF SPRINGfiElD IMPROVEMENTS TO 42nd ST. PLANS, .cnY . JOB, ,# P20457. N ---~ ":----~ e--s'WW - G--8"WW @--24J1SD~ @)--24"ST, ~ PROPOSED WASTEWATER, SYSTEM, EXISTING STORM DRAJNA.GE SYSTEM PROPOSED STORM D~NAGE,SYSTEM, . , EXISTING ClEANOUT PROPOSED CLfANOUT EXISTING AREA DRAIN " ,PROPOSED. ARfA,DRAlN EXiSTING CATCH BASiN EXISTING .TElEPHONE PEDESTAl I I "'" N SCALE: '.=20' 20' . 0 - 20' II 40' , 445. CONST ClASS 6" -ROUNO"'ROCK . OUTFAlL. STRUCTURE. ' 450~ CONST STORM ClEANOUT AS PER. DETAIL REFER TO SHEET C4. 478. CONST 6" STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKEr JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPEj ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. , 480. CONST 10ft STORM DRAIN PIPE.' ASTM . 03034 WITH RUBBER. ,GASKET ,JOINTS AND TRACER WIRE; . . ,481. CONST 12ft STORM' DRAINPIPE, 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 6" C900 WATER UNE. 505. CONST 12"X6~12" TEE. 506. . CONST 6" GATE VALVE. ' 507. CONST 90- BEND. 508. CONST FIRE HYDRANT PER SUB STANDARD. 510'- CONST * It WATER METER. (E] F '. , ~ - ::-- i- !' ra. l .i - -...- - . .. ]. .~ . ~ ~ gpcoo .~ ~ ~ . ra ~ ~ ~ .6h ~ oS:::. o r:a:l ct;3 . ~ ~ 0, 'CJ) , ....... 0, rn. . ..... '~ ~. 0, ~ ,II -0- II II II II , II' II, II II II /I II 11 \ 111( , EX. VNi MH ~y,/( Y lid I .' ..\ II z II 450 'ST CO #_5 . I WW CO J!5'25Q\ I: 10 BA ~K OJ 14 ~ . \ ~ ' , . ' ... ".. . .. .. . '-YWJrFI'r~ ~. .\~4-3/4"W :/~\J'"i : ~ >-1 I 1.:......:.~:0;.3/4"W ~":.: I 1.-,.2' .~.... ,1..'-'" r<.::/4'W~ ~ ..,:::-'L .. !i.. ww co , 250 ./ co'~ '-.. 0 ,..., ,,' ~ :.' ~ ' 8: .~ tf) ~ V I"'l ' ; ,. . 4"WW Fl=48D.02 - - . -t- 88 LF ~ . 11' d It g! . I sr CO 13 @ ~ Ia . I ~ .4 II .,,1'\.. . ,I II. ~:::... .... 3/4-vi RD I. ~. ~~ . . ".~' . Y~...,_..:. 4: ',' ........ '. ....-.......= '~.b.. , ~~.'..... \.' "" ...', '.." ': ' .' 21'; ........ '!~O :u " '"'~. - OITiCH' ( ~ r / '~ v u u ". ~..4 .~., .: ~. ./ \ 'It ~ '.t.:", '. ~ ~~ 374'W ' ~ .' '/./ \ ..,\14'.." .4-...~-Lf. ..... --.--....\ ^^ It'"' ,...........",'\. n.." -- "'I ,.~.". 10 LF Fl=48200 . ",\ ~ '~ -. . \ Ril I J; ,- ........... " ",' . ,..'. Ifll vUE I"\~I"\\ \;;I;;;lU r iI...,e' '\. u-r LooI E ,.,,~^ '\ )II; ..~., ': .:; '. 479 -I II ..... ........... I\\.:.:" ~s;tn1 .'YJ;,.~. '. '. .":~' \\.:..'1t 11. \..~",vJ \......,.1 C'.1nnO'J'\.........."'~ ':-,' ....--;, 5=1.00" r;~ 1.1 ~...-:- 4"WW Fl=47863 . .l, \ ~=IIrUZ. X '/ I /. ,.".. ,~ '.' : '- \ IT-. -- -- -- .x . . 4~ -- ....;;; II ~ ~ :, ~R Q,riEf S, :"\.11' . :', : ~ . ~q -@78 LF .~r - c ~ ~.: .' ~" ~, .' ': .'. '''12~' FL~482~14.1 ~. ~. ~. ". ; .~<i :. . A: ~~. : ,. ': ~ ~ : \"'12~' ~=4~.2.1.. !,~ \', 4 -I" ~. ..:... -:. ~ .'" I. ~.- ': ~ 4"WW FL-4BOJ4 ' II " '. 281' , ~.' :. . . .. . ' ....... '. . M lIIII:::. ;; 3/4'W /I ' ., /11.. K '"... 4~~S,~%~ ~,,~)~:'a \ N>1I1"44(p . >';:':"?".~: '\38 U'--' "V - -:;--;i CB'1I3@ II LI ' , ~ 3/4"W '1 T', ~ :.d......~ ~ . 4.~ '. '4" ~ ~ .' )., 52 LF .(279) .. 2ci9"21FL,,4B0.'SI1 :~..' '> 4~ ~=~~~.~, ~; _~,,': -4'. "- .~:' '~. ~.'~,: ~'.::'w . ~ ~ ~ . :;2~B@; ~~. < . RD4iw,'~~ If / "'~, ", ,,' '. ..,.: .,., " . . , ,A~ -........ '\. 32 LF '480' ~ 374'W - II . '~~ 12-sr . ' ' ~ ~ S=O.50%~ " 6.ST. " ~. 6"Sl . .:.~ . ,'I ' .. . . "'-:"\66 LF ./. . ..'C3 II ~ '-86 LF -t47R'\~ Sf co 111/' P85 LF / WW CO 11 250 . !;( t. .......srco 12 450 ,~~ ~!/5=1.00% 0' 8"WW 1\ 5=1.00%~ ~ ~5=1,OO%t).WW_\.. ~,:., ~:. 6"WW FL=479.88 ~ -. \ \ \CB 1128 "r\ \ - 'r ~ ,..: 3/4"W :: ~8.IFl~'74r Q.> @) CB #~ \. .. I ~~~ -.. ~ ~ . ~ ~~ FL=480.0S II . _ rll . :' .' J \ '.\\ ..-nn.... , \ 61V I I \ \ \ ,:. 4 . '" \ ~~05 ./' II \,,6 LF 5=2.00% 281 240 WW MH 111 I' \. " \7,1 LF. 5=2,.00% 280 . / 507"\ \S5LF 5=2.00% 280 j I 11 :~ 279 14 LF .. .' ~ \. HOLO HYDRANT MIN, 506 .:: . 'Iii .b II it . 5=14.00% 260. TO 111 245.LF 500 . 3' FROM CURB II II r !! I l I: I '~ .cO ........ .P-t '~' ~ . ..... .......-t' , . ..... ..~ '~ CJ) ~ . ..... 00 C/j Q) fJ) ~ o , .-.c: ~ ..~ o &--, ~ d ~ 0 ~..t d CI) d ~ "'" ~ .~ ~ ~ d ~' ~ o t:.l) Q) t-- '0. ~ -f...:) ~ '~ o U. l\) ~. ti ~ ~' .....,;) ~ .~ . ~ .~ .~ ~ ::I: 0:: 3: (f) :>: ~ Ii :>: a:l ~ ' ~ r.Q Q Q ~ ~ I ~ :bl. Q Q U c}j Z o ...... fa > LxJ IX: SHEET C3 of 6 I: I 1 I j e:o ,i.t bO co e:> .0 .... ~ ;;.l Q)' C..., ~Q).> ;;l a I' oo. 'r~ = da o s:s __I~ O~~ ST STRUCTURE TABLE 51 MH D 1 6~ FL IN, (E)=480.91 10" FllN (N)=480.91 ,12" FL OUT (W)=480.81 RIM ElEV.~484.28 CB 63 . 8~ Fl OUT (NE)=482.48' GRATE ElEV.=483.98 ST CO #1 ' 6" FLOUT (W)=?482.73 RIM ElEV.=484;28 S1 CO #2 6" fL OUT (W)=483.58 RIM ElEV.=484.90 ...... .....0 E o......~t")o ~rt(7)~ . en I 1")> ~ Nf -ci~lOE :::> 0 .-" to (I)_~"Ct't: . ...:9 ;~o (I) 1.&J lO v' 0 c;:.........lt)(I) o C) ...........- o~ ~ ..@ (X)~O~- t')Q..:cu:O 000.. N CB #1 8" ,Fl OUT (N}=480.83 GRATE ElEV.=483.81 ~~ ~ o CD. ....... o 00 . ...... $-I J-I '0 ~ I . /., . ==~/ ~ BLUEBELLE ,'WAY II I II II ,\ II If III II I If II II II II .. . :;. II' /II II' II II III I I I CB #2 8" Fl OUT (NE)=482.44 GRATE ElEV.=483.94 ADH1 10" fL OUT (S)=481.07 GRATE ElEV.=482.50 ST SCALE: 1"=20' 20' 0 ~ 20' ~ 40' I LEGEND EXISTING OVER HEAD ,ELEC. EXJSTJNG GAS EXISTING WATER UNE EXISTING WATER METER EXISTING. WATER VALVE EXISTING fiRE HYDRANT EXISTING WASTEWATER SYSTEM EXISTING STORM'DRAlNAGE SYSTEM" EXISTING ClfANour EXISTING AREA DRAIN EXISTING CURB INtEr EXISTING STREIT UGHT EXISTING 'IV PEDESTAl EXISTING TElEPHONE PEDESTAL EXISTING GAS RISER EXISTING GAS VALVE UTIL- GAS- ST CO #5 \ \ ~~ '.. ..4. ---:- == ~ " '4. - ... " I ~ ': J to t- ",1 ~ :tl., . .. .' "1 . " ...... :4. r~ N~~ ..' 4 . . ...... .. . 6: ..' Ii' I . f, ... .. , ., : ...~ ":. - ,. 1....2: I.' . . . . I ;,. , . . 8"W - ~ . 4 ". .... . 11 II II II II lWJ Q9 . e---8~ - @--24.SD- (C) .1}' . fQ] ~ II] [E] ~ (J) (J) CI), ~ o ~ ~ ;3 o E-.... ~ d C1) ~ 0 b.O~~ ca .~ ~ = d ....... f/) ca d ~ ~ ~ '" .B ~ ..1""" · ~ . \"I..J. ~ ~ d ~ ,. ~ r (' '11 ST co 113' (, ~ I:"! : CO 114 \ I. '~_', - oJ I ,: .'...,.1 I. :..1 "I .. , .' " ...... .:-- ..-......=- . ..~ '1'" :)I~'~.. .. .... .. '. . . ~ · .~ ... ' ....;.,. .. .' '. ~" ::.-~ ~ .... ...,.~ . ....,. ,....g': ' .' ... ~ ~I\\'.:".~ '.' ....411 "" . ..r;~ _' ~J~~ ~'=d>: ....~.: . ,)./ } .' -. . , .- . . . 7' \ \..... -::I(J ':'-;. . . . . : /~:. .', .... ., '.' ',,- " . " . '. ~ .......~:....... -: .;. ~.... . ... .' . :;;;. .:. .... ~ ~ :: '1 I/'~Y:~.:;>>:J.: . :" .'~ ......~;~.~01.;t~ ~~~~ CB'3 ~ . ~. 4,... ..:. ~ ~ '1S2:J .' ,~. - ... I ~ '4 l... 6~Sl .. .:. ~ ~ . 1-.J~ ~ST CO 111 ~ .~: t ~'ft ,-sr CO 112 .. .., ..' '. iN ., '. :>. ~ ~ ::. : A . " ~ o tl) ~ ~ c '., f-f--. "- I .... f-~ ~ -II- f: '.. tl.'~ ." ~'~'., II .' t'I. ('" . 4 ~ it '.. 00. s:: 0' . ...... ~ ca .......t ' = CJ , .......... ca o I .j '..: I .... :., . .~ . ...-:- ., l '. .~'.... to . - ~ - 4' J.: .. .. .,.. '. . ". .,' . ..,~ ' .t#. .. .. .. '. . () '. ' 'ff.4.. .rr; ". .~ ..~.: . .,~II, - ( ~ . , . . ~ ... .. .', ~:. . ... ]: ':. ~J;:.~=1 ;\' '... · . . '.:4 .,'. .~( ~ ~ -' . : ." ~ : .A '/' ~ J/!i ~. ~v 'I;w " \ ~ STMH, ~ 111 '. 4' I ~ - .. .~ 'II II II II ~. II r::I ~. '~ II . E-t en "C II ~+~..,. C\1 R ~ 0 II t';) . en II ~ II II II II If ,I --: .' .- '. :' is . .~ 4 : _ i- . . llo ~ ~ ~ ~ o u. 1 4 .. lk-: ~ "" ." - .... ,,0 ~~, ~ . ", '. <; " .' .... . II . '4~: I...." II ..,. fl.' :-. :~ c... .. II. ~ ~:' 'II .. ~ . ~ I.... ..... .... .:::?'" f: ~ · ~,~ '. . ". II 4 d II II " II I ~ 12WSr. 6ltST '\CB 112 ~ \,~ C>> ~ ~ ~ .. Storm System Norroti'Le: l.~ CB H~ ~.. .-;'.' 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 part, consisting .of 54%' of the parking orea, will flow into the proposed bio-swole to on outlet which y!i11 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. Preljmjnary Drainage Calculations (Rational Method): \ ~ ~ ~ .~ ' ~ .~ ~ ~ ~~ I I I I '''~ / -- I , I , ! i \\ - z r I I I ~ I I I I ! 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 <0 ~ a t :>: .... () !51 s:: :>; 7 z t5 = I:Q, ~ t:Xl Q " t :E; '~ ~ ~ a ~ ~ !i! ~ If u {J} u Calculation Variables: Existing Condition runoff coefficient = 0.35 Developed Condition runoff coefficient = 0.90 (impervious area) = 0.70 (composite coefficient for impervious and landscape area) Rainfall Intensities: 2 .yr I -= 1.60 in/hr 5 yr f = 2.15 in/hr 10 yr 1= 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 efs Q5 = (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 efs . HYDROSEED MIX REFER TO ARCHITECT'S . PLAN FOR PlANTING INFORMATION lOW FLOW CHANNEL REFER TO ARCHITECT'S PLAN FOR . PLANTING 'INFORMATION 1 ' -, T in N t~ cij 5 ....... en ..... > [J;J 0:: Area to Bio-Swale = 0.13 Qe. (C=0.90) Area to Piped System = 0.77 ac. (C=0.70) (Bio-Swale) Developed: OW = (0.90)(0.25)(0.13) = 0.03 efs 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)(O.13) = 0.33 cfs Q25 = (O.90)(3.45)(O.13) = 0.40 efs SHALLOW MARSH (6" TO ,12") REFER TO ARCHITECT'S PLAN, FOR PlANTING INFORMATION' 6" ROUND ROCK OUTFAll STRUCTURE SHEET, C4 of 6 System Summary; The water quality flow within the vegetated swole is 0.03 efs, the treatment system has a length of 123 feet and peak, water quality flow velocity of 0.31 'fps, thus giving Q contact time of approximatelY' 6.6 minut,~s priQr to ent~ring th~' piped: sys.tem. Witb a. re.quJre.d: c.onta~t time of 9,.0: minutes, we will odd rock check dams and additional vegetation to slow the water velocity and achieve a contact time in excess of 9 minutes. 100' MINIMUM DRAINAGE' CHANNEL" SECTION'. . N.T.S. - >>~~~y-:? '1-ooo-6~ ):.:~.~:,i :'f / ' ,,' , " " " ~ ,~ . :'.~.;.; t IJ ,II......... .....-6--- ....... ~~:.. r~ // // // // ////// // // // // // ////////// // h , ~'~~~'~~~'~~'~~~~~~~'~~"~~~"~~'~~"X~~~$:~~~~~'~~~ .t;.~~~~~~~~~~~~:-::'~~~~~~~'\~~~~~~~~~~'$.~~~~~~~~~~~~~~~~~~ /~"&(~ ~"&(~"&("&(~ . '7~~~~~~~~" I I 1 j , j I I I 1 1 ! J I l I j i I I ,TRAP W/ HINGED' UD FITJlNG ~ NEEDED OUTlET PIPE I 1 I j I OUTlET ElEVATIONS AS SHOWN, ON PlANS ' HYDROSEED MIX REFER TO ARCHITECT'S PlAN FOR PLANTING INFORMATION 3, LOW. FLOW CHANNEL REFER TO ARCHITECfS PlAN FOR / ~~ ~~ PlANTING INFORMATION 11~. I" 6' MINlM~UM~ " It\l / .., TOP STAGE (NORMALlY DRY) . ~ .... V I' ,If .- " A "~ .)A~:; :~~ ,'Ot., .,_! ~ :::.J 1 0.05% OR GREATER SLOPE FOR DRAINAGE ~~ ^ J<;.....,;Y 3' ,.... SETTUNG', BASIN- @. 25' SPACING 6'.'lONG X 2' WIDE REFER TO ARCHITECT'S PlAN FOR PlANTING INFORMATION ARfA . DRAIN , SIDEWAlK ~ ~lOW flOW CHANNEL REFER . AC PAVING AS.~. PER DRAWING . TO ARCHITECT'S PLAN FOR. PER DRAWING . 5=2.00% PlANTING INFORMATION a- , , .... ... ". ,.. .~. .. , . ~f." .;. .'.". ....fI#~ ~~ ..~...::. :..-:.:.::~...._\.,; , .... ~ . . :. ..:.. '/'~!V 'R", "l: .'. .' ~..'lO '.. ~ ~ ~ "o...~~A".IK1'~ ~, ~t ~ ~ .~ , . ..'9lo. .... ~ "" ~ '" >.7 ~R./JfT~ ~~ ~~" 3 1 ' . 11 ~~ " in ~ N '" r:6' MINIMUM:Tl. ~<\. '.' ~ 'v~ (), _ ~~, I " ~ ~, r'\ I ',~ ~ .J;; 11'/';.1' ~ J )1~ 11, 'L ~,~. - V'" "U' ~ "A< ~v -7 " 'Ii T "'-~ '/A"=~~~'~ J "'i'- ~,_ ..."..~~"",""Y"-~ ' OUTFLOW AS PER PlAN 6" ROUND ROCK OUTFAll STRUCTURE SHAllOW MARSH (6" TO 12") REFER TO ARCHITECT'S PlAN FOR PlANTING INFORMATION- 'WIo.: .,.; . 100' MINIMUM DRAINAGE CHANNEL SECTION N.,T .5. TOPSOIL MATERIAL LANDSCAPE AS, PER PlANS EXTRUDED CONCRETE CURB ClASS 3000 - 1/2" CONCRETE. AC PAVING SURFACE SHAll BE ClEAN AND FREE OF All fOREIGN, MATERIAL BEFORE APPLYING ,EPOXY. SURFACING AS PER PlANS __ .J::." __ .... 'SURfACE AS PER PLANS, COMPACTED CRUSHED ROCK AS PER PlANS EXTRUDED CONCRETE CURB.DETAIL . NJ.S. MONOLITHIC CURB/SIDEWALK.. N.T.S.' '\ . / .~ ~. !~~~~ f ~~ .~ .~..t r-, 25- -- . }~. STANDARD 'PRECAST CONE, i.... . ;:. STRENGTH, EQUAl TO . ...'" ..;~. ClASS III CONCREfE /~. ~:.: SEWER PIPE. · · ~;~ AlL CONSTRUCTION' JOINlS t.} ;~ SHAll BE MORTARED. ~ .~ .f~ ;. ~~ ...~.~' ;.: ..' 42" , ..~ ~', ~ '.. ~~ . :!: i.-.- \. 1" , . SURFACING PER .PLANS STANDARD FRAME & COVER ;: <0 t """ SURFACE AS. 7 PER PlANS ~ . J.1ff!1J.~lf ~~~ --' ~~ r' SOUD PLATE UD r BIKE PROOF " " " STill GRATE 11111111.,11111111 ~ , ~\\~\ "~~- \~~\' ~ ' TRAP W! HINGED UD 53-1/4.x 29-1/4- , 10 GA. STEEL CATCH BASIN ~ WITH' 24>> SUMP" FOSSil' , ALTER JNSERT.' ASPHAlT COATED INSIDE AND OUT. ..' ,," .':..':..~ ..:...~.. . . . .. .. . . . ;..: .; . ~:. : .. .... . .... .. :.. : ..1Ii.. _: :.. : ...... .. . ". ...... .~ ' ........ " . 11- . ... . . . .. . ~...: .: . ;..: .. . .. . .,.. .. . , ... . .. . ... . .... ~ ... ..... ! "~:~N~;;:::":. , 1,/:: ~ : '.: '.; .:~; :1: ' . I STANDARD STEEL FRAME & COVER GROUND, LEVEL ~ I' I MEC~ICAl PLUG . . ~~~, . .~ ~~~~ " : 1 so THAT A MINIMUM' COVER OF 4- EXISTS ON ALl SURFACES OF PIPE. ' ~, ----, - 4tfMlN /j..: : It '..., f/!L= ' ~~' f fJl "-"" ' "~~IIIS!:f,fl!1 , ~111S=1JI_ !' PROVIDE SMOOTH lEVEL BASE , 53-1/4" _ - l ~~ r l .~~ .;': . .~ ~1 .I? ~.t ; '" "1: .... ~~4 ,. }J V-YORTAR \:~ . .:: J(~ ...?,t ';:" '~ =r f ' .L ,~~ -, ......'...7:::~~~:!~::. - , , ,... ...:.-,,:.~.;..ttl.~a.r_~ ' ,..r.\.::'. ......r... . ".;'~; .....~. . "..4Il. ....I'J...~.. #~... .~. ,~...:..;....f.... ......,.':....: .~.:. ~.;.~;.:~~.:~..~ ~;. !....[. ~ L . J -:. ~~t.~ r;. :-. . FlOWUNE OF PIPE ...t;.....~..:. ,,:..:.';:.:.~i.-:..;..... ~"~'~~'~" ' s: "L[ ...,..:..},....:. ~...:"~...~.~..~.\... ex;) A~ PER PLANS ' ~\~...~.. I .,S: ).r:~.' a;' t~.. ,...... :~..~ ':i...h:' '!. n.;J 11 .'...,.....:f'.. ,...'...... .. ;.,. . =:.\...... . ': ....~ '" ...".... , .....1'4..~.:~:..;,...;..; ~..~:... .(..~,~~::..... , CONCRETE BASE J 3000 - 1 1/2-. .. . 4'-911 , '~ ~ '~ ~ .~ :Z ::E ~i' .:. i~ ' ". ;;- ~.-. $. r- PROVIDE SMOOTH ':.~ ' CHANNELED BASE sf" ....~ ,4... , .11 .~ .. .""- ).' ~ '" ' V . 4-MIN ~, - [.: ~.~ . . .. 1...-' ; ,..~ ; ~F-PIPE lYPE AND SIZE :.::1~ AS PER PlANS. . .. . . .of ~5 ;~~~.. [EXTRA lENGTH TO EXTEND :.~:~f}j:~ . BEll BEYOND CONCRETE ..:......:.......) . ............ - 24- SUMP '-- 3" , s:- 1::......-..... ..... f.. ... ...._. .. ......-, ,. ~ ~......:........:........ 4_... .:......:...J t ,~~~~~~~~~~~~~~~~v ,~'~~~~~4~~~~~~~~~ . MECHANiCAl. PLUG DUAL CHAMBER CATCH BASIN N.T.S. CLEAN, OUT' DETAIL NJ.S. STANDARD- MANHOLE,. DETAIL . . N.T.S. ~ : . ......... 1'0 E ~ 8~~:ri8 N ~ en N "," 'I"^ (7) . t"). c: '1.1. W N J .... ,.... . r-t t::: n: 0 to, ~o P-f ~. :::> 0 t") co o .... (I).. ..........q-. r.J) ,~ li3~ ~~"g r-t ~ 0 ~ '::" e..!!l .0, o~~x"~ ,. ~ 8: ~ ~~ (1)0.. M ~~.' 8{~c}J ~ .~ ~~ ~~~ :z; t ~ ,~. 1B:~f:l ~ s ~ flj' Qi~~~~~ % ~ ><:' ~c, ,ld ...J ~ ~ ~ ...J ~ ::2' <oJ:;' ~ ~ 3= ~ o ' 'J ..- I ~ :>: or- 0 S ~ :>: CD '?':Z; ~ ~ 0 g:) I:Q Q' ..... G :l: 'z ~ ~ ~ Cil ~ ~ " a ! - () Ul w Q s: &l ~ 0 - HYDROSEED MIX REFER TO ARCHITEcts PLAN FOR PLANTING ,INFORMATJON 5=2.00% .. .. ...." "',- -Je lit, . .. .!.;:..... ,.' . ...~~.. . . .. .... .. . ~ .: ....~. ......." ....1 ".... 1: ...:J . ...... ~.. t. ... . . . :~; ~~~ ~ .... ~).~ /AY/>>" :.... ~:"Ii:'5l ~ v ' L BO~OM J '}.;I' Y.. ~i' ") ~ \06 ~ y~~ ~ ~ ~ 11' BIO-SWALE SECTION A-A N.,T.s.. " - L 'V II II ~~.t~ ~~ :(~- 7/~~ ~ ~~ ~~~~ . //~ %--~ ~~x~~~~~~~ 18" _ v~~~~~ 12" MIN. ~~~ ~,~ ~,' ,...../ " OUTLET PIPE I- _ SIZE AS PER PLANS / ROUND GRATE II '(I II' 'CD ........ · ....c cd ~ C1) r=l . ........ . ...... > . ...... o 18" BELL & SPIGOT C76 CL III ::a - - . , 'CONCRffi BASE~___ , " ~ - R ~ I 3" MIN., l--f-I ~ .... NOTE: SEED DISTURBED SOIL TO PREVENT' EROSION Co T AREA DRAIN DETAIL N.T.S. - 8nROUND GRATE DRAIN-RITE WI 4" OUTLET ' r CONCRETE PAD .,SLOPE" TO" GRATE I }..;...:.....~'..'....il..~..;.~.~:....:.. _~....,.. ... ....:.. . ...... ....:. ~- ... _..: 'I..... "'....:. . . .... .t, ,. ., ....."...:........_...:.......... . - -..... . . .. . 4 "PVC/ = H II - TRAP 4"PVCJ D WASTE WATER SERVJCE LINE ~ . TRASH 'ENCLOSURE ,TRAP" DRAIN, : N.T.S, rii ~ ~ !a > w IX: . ~ {~ (<<ff . CIJ bn ' ~ Ei .~, ~ ...... Q)~ Q) "'3' <J.) m.a ~ So C'I'\ o s:s.,~ O'r.:z:.l~ (/) ~ C/} ~ o ~ ~ ~ o &--. ~ t3 ,~ 0 ~~ t3 (/) t3 ~. '"t3 ". (>> '" .~' ~ 1;) .~ .~ ~ ~ d' ~ ~ o bJ ~ ~ <::> ~ ~ ~. ~ o t.:> Q) ~. d t-4 SHEET C5 of 6 I I I I I I I I I j j I 1 I j I I I .....,. CIJ bOmf3 :8 fi1 ~. .'"3 Q)' ~ m.a :3 s:: So 00 o S::_b> O~~"'Q ---- .......0 E o!:i=~~) 0 ~.......cnJ ~Iui en 1":. .~ W NI.... t:: 0:: S! U"j oE ::::> 0 "'.1 a:~ (f) "Ct', - ...-.. I: .0 --, ..... -J ..q. -. c::' en l.&J It) ..q.. 0 ' i:i: ......., LO ,en o C> H ..........13 l.&J O~Z ..: CO a::: X rr)Q..~~o (/)0... , I ~ ~ o 00 .......... o 00 . ..... .' ::.-. ~. o ,~ ~. ..' . " .. '. . . .... .. -' .: ,:,,' i I ;';'-~:--'_._--';'< '<-;-.>... . .; -. .. . . ...I....ern ":"R~~aNG~S.~;' .:. sroRUAI...' ... ...-. ,,' . :'< ':' "MINIMUM' '., O~':., .' , . ;',' " :~fa~:,' , ' .. :-.:~.;"",:,:'~R('P~"'" .:, : :~',,',..'.:'~ ,."~ '" '.,,' , '. B" ' " ", 7. '-,' 8~ :9ON~CTQR,'. : :. -' . ',. ,. , . ..: ," . .- ,.'..,. .... ",' , . 'f', ~. , ", ~ . '. .. "". , .- GENERAL :'NOTES::,,>'- " . . . . "," .- 'OUTLET ,''-:,',.,-:..' ,', .. :IJ,'.$lOIUfL1iI"8Y.;~WA1l1f~ INC., PORI1.ItND.,ORE<;Off,8O,0/548-~'7. ' ,":.'.~~E'~.8,:(S~)".',,' . ';'2.)'CATCHIMsI,. .Musr".'-SP't..i.'IL,: .":,:.'.,:,',..., ,::'.,::"...,..., ~",'::'.., :-,;:,','... :,,'. .' : ':>,J.)~ EXfERNALJw.o.III) C:OUPUNQS'lO .',PRCMDm' BY ODERS.;. ...,.', >.: .' , .. " : 4-),'. fU1(JIJl[CouPuNG.'lO"8EUSED ,M<ti.t:r a OutLEr."FERNco'OR ENGINEER' APPRCNED.- ....'--:' 1.J-'PEfWEIIR SUllO 1E"PflMDm IW:CONIRACIOA~, .' ,,": ...' . ,.' ,', ", ',. e."':stORMFI.1IR'_':fE.GU&M ~':'RO~lflO OPERA11OM I:IIJ'~ ' "A' . '" " ',.::aMHUM...f'ORDtrMS.,' "', .' :"Y',',, ',,-",', ',' ".';. ::" ,';' ",' ',,": ' . ". '. . '. ,," , " 7,).CAtCItBAS1N 8JORIR.TER,SlRUClUIW. SPI~S:~', ','.' .' . ' , 0> ,', .~."E=..r..AU. SUllf'MD' .. .. , , ." ' , IIItIf' WEJGHT::' e:so UL ',:.' > . . " , , , INLEI' GRAlE: " ," :DUCI'R..E lION";":' " , ,'.,. ~ .,~;~ ,', "~~"",' .:,':':, :.'..,.' CD s~ ~f. II . ... ri . JI I . ~ .,' . . " ~,. , '.. " .' ..,I ',: I CI) Q) CI) ~ o ~ .~ ~ o &-.t ~ ~ '~ 0 ~~ ~ CI) ~ '~ "" ~ .~ ~ ~ ~. ~ . :.. 0 < ", ' . . . ~ ;:.'. -." '" .. ': , . ~~ 01 t)) Q), ~ <:) ,.,,'. " , . . '.,.. "., '.' .. . .... , .: .' . . " , ". .,.. '. . .; . . '" ..... . . . .. '.' .' '.. ' . , .. " ......IJ.~o~,~r.:..,.. +' .:: ~ " . '. . ..: .. . '1'....... . . . . . ... . '." . 0 .' . , ,'''LET APE.',' ',' ,:,', "".',:$1U8,'(OP.~~~) ",:: :,' , ' ' ' . . + . - .. . "..... .' .( < ", ,""SOLlO"UD', . ., " '," '"" -- ,,>:',:"", ':.....,:lNLET ,GRAtE.,. '. " .. , ' , . . . ~' '. , :' i" '. '; "~'. ", ~'. + " ,__. .... ';;." '..' . . ". . . . :,'," :-:: CATCHBASIN STORMFfLTER' - 'PLAN VIEW,: ':' ..... ...TA.', ' ,-- . , ,....: ",', .' ..;:' ." '. .' .:', . '., ,,' . \. ....' ,'. , . .' ...". ..... ; '. ~. .' ~. .. .,'.' t , '. .' I ,., '. ~ '. ";',' .' ' . . , : 00 . ....... , ....-t . oj ~ (J.) ~ ..--t · ..-t > . ..... o ,II' .,::" :a:,:i"n . ,"~ .....lll Is: I I CIty ~ "a I ~~l' . i! 2" ... I"..: '",' . . .0' ~, ""f-,.) ~ o \:..) , . , "~'. ..' :';. '. . , ' I.' .,' .." '. '; l' . .'.': ." . "",: ,. '.::' ':. , . .' ' . . ..-'. .... '. , .... . '. ~. ..' ..; '.' . .; , . . .'.., " .',. .' .' " . " ; ~ . , , . ~ .' .' . ..' " . . '. ". ", . M' ..... ." ," .' , .." .t . '.' '. ".1 '." .:.: . '.. '. : ',', PSlUElER SLAB, ','<:"" " , .. ",.... ", , " ..~', 3,000 PSI CONCRETE .., . " '.. " '. ;.::.', :(8Y :cct4~~):' .... .... -,. ....:.I:....![ry .r-I........~;-RlU.;. ".:, ......... .. , ~ ,.. . . ,.~-:... ' . '.. . '.,. .- . . , , ......., ' .. '. ,," . '.... ' '2~" REiNFoRCING BARS" ' , .,~IN,~~~~I~d' >..... . ....(BYC(IN~TOR)<.. ..... .,: --r .' '. . . ',' ,,".:. 2'-3 3/4- '. ' ''', ,,' ., (2.3'),' ' (>> S ~. I I j I i I I ! , , ;, ':,' . .' .' . .; :.' . :.. . , ".,. 'lj .........:) (\) .~ ~. ~ .~ ~ ~ .' '. " . ' . , , ',' ,oVERFLow',:.:' '" ',waR CRESr, " .. flLlER .. " 'QlMfSER ..' . ,': INLET." .. .' ,,' , , . . .' , : 3'-9-' .. ,', '," , . 1 ~ '.'.' 8- GUlLET' PIPE'" . . SlUB ,(ITD)' ,,'.. .. " ,. , . ",:":.-"V~IES ' 'Y:' . FILlER., QtAMBER :: ' ,'-5-' . . .... .., , . ~ 4." ", /' " ' CLEANOUT OPENINC:, " '.. :' ..,~:, ',.': ":~". , , ", 1ft ,CMRfLOW WEIR " .,'" t ." ....' ",0 ___+ : '.' . ':".,....' . . , , ' OVERFLOW,' "':', WEIR Mm.. ' '" ,'. :..." ":,~M':", '..':'" ,",: ",OUlLET'"" " , , '. . . . ~H~ ~.RMF1LT[R ~ SEC110N ~tw. .... .' __~ . " .. ,',21_1. . .. :. , , .,' '; ;,.. ", ' : ~.:. . 0' ...... I.,. . .'. .' I I I I f I .., .... " . , ':. . ~ . .. ,': :. '.. . .' ..... '. , -- " , .'. .' . '. .' . . . . ." . . .... ".:."' .... ., CATCHBASIN,'SlOaMFtLTER :'-' SECTION', VIEW' . ::'.,' """ :",...,..', '. .'." ILT.. ' ,'.', ,. . , , '0 .... .' .... .' ..' . ' ""':'~A-~"::: .',.. '.' '.' ",', . ''t. ,... ~': .... .' ... " .... .'. . . .... '." .' :.. . 't.: < " :. . ~ '.' '~ . ' .. . . . '. . '.' 0" ~ :' '.' . .. : , . ........ IIAIM......, .:. '. ": , '.', .' 81arm1Dter. .' '., ' .,".... ~.": ....'.... ""--.' . ., . '.......,....,.... ..-....' :, , .' .......-uN, A8 ~ VA ,..',..-..~:.~~:.,....',..',. " . . '. '. "* " II to...... ~ ort') I .- 0 '( Z ......'E-c U .. f!j ~ 0 o 8: -I :J: f2 ~ ...:.: ".. :>: ' ~ot;J ~ ::;.; en a3 ~ t.Q (;.) 0 =: > Z ~ ~. ~ ~ 9 u :( = fa ~ M Q Q u .,' '-. :. . \ : ~ , ..... !a > [iJ ~ I I SHEET (:6 of 6 ',. 1 I I I 1