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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/22/2006 : \ : ,I-"~ EST ... :~j~ ~L--- ~-~ I 2 ~ ~ lii ~ lii _ -\ PROJECT SITE I 1 -~~~- I I -- J 1-:- - I r I E~ - r- I ~N~ --". ~~~ __~_~u~~___ I-~~'I j ~~---'--l---------' .lU.. ,~<n VICINITY PLAN ,i .~ 1L r-1~\ vA \,;9 LDR LDR (~ rW(XK)FEta MD~-~ - -!Ktn- \-0f0f, -: ~~AA: ~:-IK-% T? ~ ~ ~ I~I~'~I~ I N I I I I I I I I 1 ~~L'vrl,y,: F-i,~,."j:"..: 1'!,j..,,:C~: ,.\......,.':...(~',.. ~:"., .", 1',"Y""v".h'il ,~,;~, l~""'~' 0,,"';"""" _ _; ,..,',...,."."..,',..,",.......,,( ~I ._.__.n'H' I ~ _:j.'~;~,t;r;;!\~~miJj~1\I~m--.~, C)~~:. NOPAR~ 9 POLEUCiKf 1,~'4"6" .::':\',::;:;'j..::':i" "",\'':,,,',,,>":::, . .~ I FlREZONESIGN N"'@III _ ~ ..,i",~", ,'",r', ..' ",.,..- ~". . ~ '. JlL :t;!dW;;t:: iff:\i~;~:!'.:;;d . -' -' I ~ 60.0' A3.. - : .., ," ',.,:'Oc'""...:. 'n,.,','.,' ";"l"'!.' ] I - ~r~'W(j1~: l~ifi{. ~ I ~ 1:;' . )'~,if;,j(ftl~,~ lil::~P~~~~ }~.) ~ , . ':':'~".;:;:\~O'l.~ .JY:\.~'.~;..'( I 1 "0'1- ;;~"i,:.~:::':,.;,;/ :'.,!;",jl.;/;~t;:' ~ ~~' L~iii~~~, I __""'''''''''''''''"'''('''',':.."". ,?) 0,..... L _ _ _ _ ';}t::i}~\; ~Hj:;:<t;l;r,"\. ~ Cl) '-OC : ~ - -1~;i~~!)()j;~~ t.;~~;~~~f~~:;~ ,,' ~ _ _ I ~ ' ~ ~ ~~~~ : POLE; hi Ii{ :~;:ft:iC\;,hf: tii;:/:ilt:~1;t '1 ' ," , ~": l'- 1-fl1,,,, P L 7. I ",;..I"~ \~.. ,', rl~ ..' ".,.. ,\~\.(' \:;>"\. ""..?';J; \ I I ' # r .- \. :_ _ !-~~~;~~~'~q~~-1' J ~,~ In ~~~2~~AINERS I POLE I(i\ ~ ~_~ ., STANDARD 1.5 YD EA '. I r" . ....'.:;.. , '., ''""t;;'" ,: ,; . LIGKf COMMON ~ ~ r8 I (0 WIll-J (1) 32 GA CART ,7 ~L'''~ "1-"'" !,'""!,...,,,,, .', OPEN SPACE N I" FORMIXEDGLASS ,JA<vJ.'1' : 15'0''' g;;i';:F~~;;J;{;~\:j.,:;'~,;;;:.:. ~ ~) :~ ~j 'y-:t ____ RECYCLING &flfIWl' W/61C?SSIDQEPW^AllLOK "!~i-' '";\:'.,~>~,i,'~<5:,,;~',~:~;;;,,._ ~'" I(~ ~" 0 ,-I '. UTILITY TRANSFORMER :-'" ,:"', ;,"'"';''''' ',;,.; . ( '" C>J.......I W/l0 CLEARANCE ONnJE I '....l~.I'."',,,..I1<'."",.I~ I \ '1:) '" "' ACCESS TO 'I:;':' ~~j.""::'. ~. ~J~~""'.~I-f..~;:., .fl, I . 2 4 - STORAGE ,r - - - "i.m, """;", '"1'."" f"-' , '. '~; 10 A3 "'-1.......... EAST SIDE TO ANY UNIT5-TYP ~ -" .7;~:;;:~M~lfu{~~i~;01'. ~.) ::" -~ In N ~ ~>. .......... _______ LA7,NUDllSUCTYAPING J ~ l ,;~;.. ,l,':...."f.v'?J A. :-:. -~~*.~,';u. j '6'-0' ~ I J['" :<:';,~;~~.::~~ ';':<:;X:.,:':.:} ,,( C>J . I EASEMENT 9 I I ;:(/';'I'~'.}~~~~(; {[.,::~~~;::~~;>:{,/:.. . 4'-€: ll'.Q" . 16'-6" l ~ 24'.0" l 'jSl6" ~.1 :-5'.6" ~~)' Jlltl~t,~ ~ ~ :~: ~f ~POlEUG~ NCE@ I r ,'"","!"n'.", :.../,"',',.....,.. '''.' g C>J ~ I I4-BII<1[ ~ . ~ --J. 0 SPACES 8'._',,3"0''' ~ ::Jp$ ~ JJ\! + , ",..',"..':',<'.,.,.'c..:: ':,"';::,"1.,;':,'1,'" ,. ... ~ ~\;. ~ b~~~v~~ <;> . ~ -- - '~l' .:::;' "- 'BLDG MOUNTED LlGKf -:: -@ l 1~"~ II I · :::J, :'l~y \J,^J,,: 1l-1 d "~~ofC01~j MD:!: ;?X(f~~f~~;~gl..~Jlf~i~ "~~ 1@1. is;) I ,.;. '..;""("~",.,,"" :;~,,~:,,:"';'t'tfJI~ ,,:;\,,;~f":':',,:,,;,) ~::'i!/:,,,,,,~'i")'\~> t 7'-0: c:, fo.. N : : i::;~~\\if!.)~:; ,g;.~09\jf.~k;' rrf~;t0~S~~';~i~~; jG&1t~W)~~t; , _ 4'. J" I' <t ~ 6'WOOD 1 ./.".\\',....'./;1:,- ",'/l,~'. J'1..'-\I~I'.-.~....'~-I/\'-:.*;;'1o.'..,~",f- ",,:,'.,~-'.' .,/!! I I I];' ":~.:~~:s~::~'{;.:~.\ 3 !.~, ';f:' ~*l, 1",':;. .":.~,.:,...;;..~I:'./.:...<}.: :,r-;., .~f, .'\~. ~\: ." I FENCE TYP- ' '. ',,')"" ". ""I''''~:' p ~v /, ."Yo." ".' ~.,""\:i'i,;.',\' ,'.;",':, ." ;i"";:' ,::.[.;, ' t ~ - PRO JECT' ~~~;~ u_'C. . ':N::"""'@ ~"'''% , , jf ~ .:~___ 1 ~"i 9/ - W,t~O 7'UTILI~'~ ~~1trJl1fij~~~l_~-~ """~- ~7i.. EASEMENT J" I'" '\ 'J'/ihm'T MOUNTED " . ~ ~ 12'-0" ~ 1'l.M~ ~ ;' 30.6" 18"6\'(10\ \!:V Ii rtf^ 1M1lfUfJ~ . (6) REDMAPLES /lfJI" f' WOOD FENCE t/ 133'-0" , , ; ~ J: 0 ~}i ~ ~ ~, ~==n ~~ 'j1 r= 1 ~~ ~ >r-e WOOD FEIGE ~- (1 , ",: 1 ~ I :._-OOOWOOD ,,- """ . n .-.n.~_.. -- 'ii ~:' y; 3 SHRUBS /1 LDR MDR UNITD ~ N 3 SHRUBS 'I' (t) ~" ~ ll-JIS AREA OF CURB TO BE PAINTED RED WIll-J "NO P AR~NG FIRE ZONE" IN 4" HIGH LETTERING .~ In /ntlfl k YItI1 dttUJI/Y IIt/f 0' 4/J'k_ r3) RED MAPLE --I , , I, \ ;~~ ~ <t) j~~'~'\' JttnI ~re . D jfb~ ( ( I)'\! ~ ::;zJ, 2) DOUGLAS ,1/ I 9 AR -J:;li I' ~~j7' ,,~~ 9 ;:21L '~., II' -,- /1 !2 ~~ @-- -I. " -';:2 A3 \' ~' ~~ ~~ ~ - - V""--- (2) SHRUBS W/4' MARTURE 3 SHRUBS ' I ~ HEfGHT IN 2 YEARS N ~:' NOTE: CLIMBING VINE TO . , BE PLACED ON EAST Nn - v' 1 & WEST SIDES OF C>J :-. ; TRASH ENCLOSURE WITH 7' MINIMUM 24" HEIGKf AT _ 1 , )11 n PLANTING , !) (3) RED MAPLE 1 1 ~~'51 lanM/1"-' uf1,lrk ~ 1 'Z ~(//. 5 ::: ft! 10 tV ~I" (I M1'~ 4fJd) o - ~ DOGWOOD , I')j)' ..... '- 23'-3"R \0 - 3 SHRUBS ~ o ~ .q- o ~ tI') ~ tiS ~ " 1l1~\~~ V ,'I '; MDR / VINE I MAPLE UNIT A I - '-RED MAPLE :1 '--DOGWOOD RTH <-' . 6'-6" O/C JOINTS TO EAST ~ ~XP ANSION JOINTS <0-' ~ \\ 9 o \0 t l;; /i~f:~rf:;;tl I B. UNITC /' e;/' 0 (t) rn SOUTH 42ND o 42"~'1 r , r-XI J ~ rn ACTIVE RECREATION AREA (13'X23') 299SF +/. UNIT 13 / -----.:~ - (0 9 l0 ~ ~~ J p. _ ~I .~ 1~\q,2R . TYP \. ~ . -, 10X42\" I . 6'-6"0/C ,r JOINTS TO ~ I~ WEST 4?1111? ~~ TYP , 0\ 9 ~'Z m "'-- 4" CONCRETE SLAB WITH 4" COMPACTED QUARRY ROCK BASE AT SIDE WALK AND COMMON OPEN S PACE AREAS o o ASSESSOR MAP #17-02-32-33 TAX LOT 1701 NOTE: 1. TOWNHOUSE UNITS ALL HAVE BACK P Al10S OF APPROXIMATELY 70 SF COf\'C. SLAB WIll-J ENCLOSED STORAGE UNITS 2, 6 FOOT WOOD FENCES AT PROPERTY LINES AND YARDS AS SHOWN 3. PROJECT SITE IS OUTSIDE OF FLOOD PLAIN & FLooDWAY, . """""j;;1 "'- ":'<;~ I , 5'.6" I l' ~ ~2N~P~2~ OPE1~"=~! ACE AREA "--V ACTIVE RECREATION AREA " LEGEND 18'-0" 6'.6" I ( 12',( , .1" SITE PLAN J;!O AREA STAND L1GKf 1"=20' 1ft BUILDIf\'G MOUNTED L1GKf NTS 0: . 600m , 'OOOft ~llROAO INDEX. SHEET Al SHEET K2. SHEET A3 SITE PLAN/LANDSCAPING PLAN FLOOR PLANS/ELEVA1l0NS DETAILS .BITE DATA TOTAL SITE ARu.. 39. 36BSF ~ !30AC EXISllNGZONING: MDR EXISllNG USE: VACANT PROPOSED USE: MULl1-FAMIL Y RESIDENTIAL ASSESSOR'S MAP#: 17-02-32-33 TAX LOT #: 1701 STREET ADDRESS: 327 SOUll-J 42ND STREET ~ ~ R 0 h' S U 00"- ~ r-.....N ... :i ~ "ti~ ... r-..... I ... OO)~ - tJ ~ ~:<"- ~ OO~ l>: 0- ~CJ~ N ..; U h~'-- 0- ..; ~~ - ~ ~ o-JO ili i:J... ... 12 ~ ~8'C z U N ~~~ ..; ~ O~a - ~i:J...C",'l u ~ ..; UCJ~ ;;;; z 025"- 0 i== lC)~--- ..; .~ ~o.,~ ~ ,..J 00Cf}~ '" ,..J ..: MAIN ST .BITE COVERAGE TOTAL SITE AREA: ,90 ACRES (100i'. OF TOTAL) GROSS BUILDING ARu.. 9.072 SF/ FLR (23,B'Y. OF TOTAL). ON GRADE: GROSS BLDG ARu.. 1B.144SF PAVING AREAS: DODD (37% OF TOTAL) SIDEWALK PAVING: 4.42B SF (11'Y. OF TOTAL) P /,R~NG PAVING: + 1o."pB Sf (26% OHOT AL) TOTAL: 14.194 SF IMPERVIOUS SURFACE - 7,000 SF EXISllNG SITE IMPERVIOUS SURFACE 6,944 SF NEW IMPERVIOUS SURFACE 1.662 SF (4.22'Y. OF TOT AL): PRIVATE OPEN SPACE, B.OO5SF L 4.536SF REQUIRED COMMON LANDSCAPED AREAS: 3.501 SF (B.g'{. OF TOTAL) REAR YARD LANDSCAPED; B.005 SF (20,3'Y. OF TOTAL) PAllO AREAS (4"CONC): 1.314 SF (3,33'Y.OFTOTAL) OPEN SPACE: "LANDSCP AED OPEN SPACE ADJACENT TO PROPERTY L1NE,I.E, BE1WEEN P AR~NG AND PROPERTY LINE, ETC, ZONING; MDR = 20 UNITS/ ACRE: ,9 ACRE = lB UNITS OCCUPANCY TYPE = R.2 NUMBER UNITS: 1B F ARKING SPACES; 27 (~~ " COMPACT: 33'Y. X '" - "9(7.5'X16'.6") REGULAR: 66'Y. ,~ 1t..\3'X1B')" "ADA P AR~NG; . . \\ 9'X1B' WITH 6'X1B' LOADING AREN 25 SPACES 2 REQUIRED LOT AREA: 39.36B SF /1.:::560 SF .. ,90 AC. BUILDING LOT COVERAGe: 9')72 SF. 26'Y. BIKE SPACES: B I 'pLANTING LEGEND BOTANICAL NAME ... COMMON NAME SHADE $ STREET" r "EES - (2" CAL MIN" SIZE) ACER RUBRUM 'RED SUNSET RED MAPLE \ ORNAMENTAL TREE9,.. (AS SHOWN) ACER CIRCfNATUM VINE MAPLE , CONIFER TREES - (6'-6 ~,., MIN. SIZE) PSUEDOTSUGA MENZIESIl PONDEROSA PINE ~ o o ~ 1'/'~m:,~":1 I'..,.....,. ;~:i.l."..>< LAWN I.~.. :;':'.:":'1 . . . , . GROUND COVERS ARCTOSTAPHYLOS UV A URSl KINNI~NNICK (1 GAL) SHRUBS - (24"-36" Kf, MIN, SIZE) ABEllA 'EDWARD GOUCHER' EDWARD GOUCHER ABELlA AZALEA 'EX BURY' EXBURY AZALEA CAMEUA JAPONlCA CAMELlA CHOISYA TERNATA MEXICAN ORANGE ESCALLONIA 'APPLE BLOSSOM' APPLE BLOSSOM E5CALLONIA ESCALLONIA COMP ACTA COMPACT ESCALLONlA EUONYMUS ALATA WINGED EUONYMUS NOTE: NO MORE THAN (5) TREES WIll-J HIBISCUS SYRIACUS ROSE OF SHARON DlAMETERS GREATER THAN 5" HAMMAMELlS MOLLlS WITCH HAZEL TO BE REMOVED LLEX AQUIFOLlUM ENGLISH HOLLY LLEX CRENA T A CONVEXA . JAPANESE HOLLY MAHONIA AUQUIFOLlUM OREGON GRAPE MAHONIA REPENS CREEPING MAHONIA MYRICA CALlFORNICA PACIFIC WAX MYRTLE NANDINA DOMESllCA HEAVENLY BAMBOO PHOTINIA GLABRA JAPANESE PHOTINIA PIERIS JAPONICA JAPANESE PIERIS POL YSllCHUM MUNITUM SWORD FERN PRUNUS LAURACEAUS 'OlTO LUYKEN OTTO LUYKEN LAUREL RHODODENDRON RHODODENDRON V ACCINIUM OVA ruM EVERGREEN HUCKLEBERRY ~IBURNUM llNUS 'SPRING BOUQUET' SPRING BOUQUET VIBURNUM ~ID-SWALE .SEED M~ PLANTING REQUIREMNETS NOTE ) ALL PLANTlNGS USED FOR SCREENING AT PARKING AND PROPERTY LINES TO BE EVERGREEN ANQJW.AL. MINIMUM SIZE TO MEET CODE REQUIREMENTS, ALL STREET TREES WBE St.Lt:v I c:f) rKOM CITY OF SPRINGFIELD APPROVED STREET TREE LIST Ar:,.' PLANTED AT REQUIRED MINIMUM 2" CALIPER AT PLANTING SIZES OR LARGER. 2. DROUGKf- TOLERANT LANDSCAPING WILL BE USED ( V BID-SWALE GRASS TO BE PROVIDED BY HOBBS & HOPKINS LTD. C-., I . r fl'I-.l>r.. A -PT-825 BID-FlLTRARION DWARF GRASS COVER MIX T I u... VVrV! IRRIGATION SYSTEM DESCRIPTION ~~ ~a.J 1. COMPLETE IRRIGA1l0N DESIGN WILL BE SUBMITTED FOR BUILDING PERMIT. fVo. Date Received: SYSTEM WILL PROVIDE HE/,D TO HEAD COVERAGE. SEPERATE ZONES FOR LAWN AND SHRUB AREAS. AND SEPERATE ZONES FOR DIF-FERENT SOLAR ORIENTATIONS, HEAD LAYOUT WILL MINIMIZE OVERS PRAY ONTO PAVED SURFACES \ 1;':;'.7,1.; 20~ ALL LATERAL LINES WILL HAVE AUTOMAllC DRAIN VALVES AND ll-JE MAIN LINE WILL HAVE MANUAL DRAIN VALVES, SYSTEM CONTROLLER WILL BE OPERATED Original Submittal AUTOMAllCALL Y AND EQUIPED WIll-J A MOISTURE SENSOR DEVICE. ~~e~~D~ BARK.D-MUttti' / / ~~ALE ~~~" ,,~~ 6' WOOD _ _ _ _ _ ) FEf\'CE ffi CONCRETE I SIDEWALK NOTE: , PARKING AREA MAY BE ASPHALllC CONCRETE j ~ W>rII jde - -- n tJ 1fy ?/~ (of q pa.r 2. AUTOMAllC IRRlGA1l0N CONTROLLER TO BE LOCATED INSIDE KEY GROUND BOX WEST WALL OF UNIT 13, CJ) a; 00 ~ o ~ ~ 00 o " ~ ti ~ 'ij (1) 0\ eel ,lj ~ o Cf) 0 H'ijbJJ ........-l ~ (1) eel N ~ ~~O Z...c: .. ~'ij ---] g] 'Cf)bJJ ~ H t.... '.... eelN~ ~('1J~ !'ROJECT: 0604 DATE: 12/21/06 DRAWN BY: JR/AS DESIGNED BY: AP REVISION: '" o o .... Z o lJ ~ ~ u. lJ Z <2 "- CIl g t:: SITE PLAN is LANDSCAPING PLAN ~ VICINITY PLAN ...-.t:/, ~ 7&Jtl/l~ / ~z.. 5 /);fCJ#tltf-~~t7r3 <2 :>-. 0- S @ SHEET 1 OF 3 A~_ -$ 22'-10" -$ 171-411 -$ 22'-10' -$17/-411 f 28'-0" t f 28'-0" t o IfKIDr- _.-: [- W 1- 0-: STO = DINING ROOM~~ ./ Ii 1 I ,/ ~ 110 i7=UTILITY ROOM n--'" I~-.....rr II L .L II ~~ 3CO"+ 110:9 i~~ ==KITCHEN; PATIO SLAB fll I ~ I I ~ I I ' ~ I , ~ CLOf?~T~ _ _ .. 9_Q _1_ .. I 1'" i - - - 11 0 0 ~ y{c-~L~~Er---g<3-,-- "~ ~I !J I I ~ fU I I :rI 1, [~~K1TqtEN- PATIO SLAB 3'-0"L I1HMiJ I 'I Ir-r- -\-- .II I I 11 JII t-...\ -UTILITY ROOM lL__,~ = DINING ROOQ.... "" III I I I I I STO \ 5' Il~ ----t1GJ - p- ~ ~ ( ) BA~ BEDROOM jF~~ I -- ~d' ~ ~ =--CLOSET=-= ~ I=-=CLOSEr.--: 2,.J 71 D DINING ROOM ~ t. - ___ U'-P---f- we rtf STO ) ~ UTILIfi ROOMI - , I r"""./'/ ~ IL_~ ,I I I I~K!:.f^1Ili 34_0tl L 1 ~ BEDROOM I I LIVING ROOM I ll~: I KITCHEN II :1"1 I ~ l~ CLoSEr : 0 1 I I I I I ~ ,. - - - 1. - - .. - b-~ .. - - j ~ J II I J'y'l. - - - r - - - - 9-8 - - -12'-01' CLOSET : 0 I M ,A. ~ liD ' I ~ ) lUll ~ K1T~~ / - PATIO SLAB 9 ~ LIVING ROOM 9 ~ 9 ~ i'-. r-"':::: I ~ I :rI PATIO SLAB D ~ 'c:: r- CLOSET- - - ~ 7 c \ 7 ::.CLOSET ..: ~ ,c:: - - D [I LJVl~fOOM I 9 ~ 9 ~ -- LIVING ROOM II II J 0 lL/' BEDROOM =~~~ DINING ROOM UTI~f~ROOM - J I 1'-1 II Ie I"'Jl\ I ~ W 0 ~L I_I .::...:...01--- 3'-0"1. 1 L. _ STO ""\' ~ UHMi ~ BEDROOM ( n ~~SV ~---~e~D - p- - DINING ROOM - 5TO/) ~ O~uriLrrY Rbd~ r'.... _~ II " ~~ 3'-0" l. 1 1"'1= I ~ KlTCHEN~:::: t:: , PATIO SLAB I:~ f!i! J ~ :::r=- ~L~~~T ~ _ .. .. _ g-'6 _ _ - I J~~L~~~i :--ug<3-,u ~~ 1::0 ~ II, I ;1l 1, t -KITCHEN;'::; PATIO SLAB 3'-0"L II. 'Ii 1 I f1. HM1 - ,-, II T I~ I O~UTILITY ROOrv;- L - ~'I ,....J III I I ;'.j- '\'\ ~ I'" STO .....'\ ~ ~GJ-p- <:( ~ I LIVING ROOM I DINING ROOM ~ r- - .-: m - 0- I-"-'-'O~uriLrrY ROOM- _~~ 'I , :- ~ tHrll,A \ =-CL05ET-= N -= c 5TO J ~ ,.' ~ r/ 3'_0" L 1 flT~ K1rCHENf~"" PATlOSLAB :'l :::r=: 1 ~Lf~~T ~ - - .. - g_g _1_ .. _ ) \ -,~L~~~i :~u-g<3-,u'~ \j:~t I~J I D'KlTCHEN7~~ PATIO SLAB .1: i..: ~ 3'-Q"L 1 L, STO '~'\ ~ <,Q LIVING ROOM ~ ~ o ~ 9 ~ ...-- lL/,J 0 BEDROOM -r BEDROOM BA~rt i o o - - ~ 7 c ~ 7 ( ] ~ =-=CLOSET-=;:: 2,-01: :;V- 1 ::.CLOSET.: ~ ,c:: - - o o ! I [ LIVING ROOM /'/ 0 BEDROOM =~~~ ( ] I [ LIVING ROOM 9 ~ b ~ ., -- Il~'\J - .... O:UTIUrr ROOM- DINING ROOM _ I l'-J II I I ,.'t ~Gl- P.. BEDROOM o - DINING ROOM FIRST FLOOR PLAN t 28'.0" f SECOND FLOOR PLAN ]YLw ~m-g<3u- ~~ I-A \J:!: I' n I I I ~ '_ L.._ .6 i / PATIO SLAB b _1 ~ - 7 o 1/ 8lJ= 1'-0" 4-fLEX 4-PlEX ,. ", ~ \\, /' 1/8"=1"-011 [ 3'-0'4 I. 1 '.'1_ _ sro 0,\ g ~ ~"( . ~1/ ~~~ -or- I I 01 \ II _I '-.11 II ~~--r(~" p- ~ ~ 1'1 f~t,t~. 1'5 \ql 'f. · '?~ FIRST FLOOR PLAN 118"= '1-0" 5-PLEX 2'-(" 1.2 12 ~~ 4r- ......1!~...... ---,4 ~ -- nrr ..... ---,4 .............. J r-....... .............. r-....... -""" ........ ..- - ...... i""--.. .........- ......r-,. - ~ .... 4f-, D DO D OJ ~ - - It II II II II II II II II 11 ::[]] - - II ODD - ~DDD - -[] - - - - - - - - - ~U:: - - - - - - - - - I . - - - - - - - ,0: "'- ,0 0 10 0 - = III / r=; I lJl III , = I-- III , lJl III I ~ _ _ _ _ _ u _ _ _ _ _ _ _ _ _ _ U _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ j_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U _ _ _ _ _ _ _ _ _ _ _ _ u _ _ _ __ _ u _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J -$ 221-10" 12 12 ~ ~ ...... W -. ---'4 4r- ......1 ~I~ ...... ---,4 ...... ,.- . . ...... ...... ......",..... 1E r-....... .............. i"'----.......... ..........- 1 ............... r- .- '" i DO i i E II [][]] - ~. D [J[] === ODD - ~ . ."_d __~ U - U .. -- . - gO - - == - - - - - - - t- - - " '0 0, " Il ""- "'"II - = I III = , III '\ - , III , III I '-- 1'- 1'.4" FRONT ELEVATION BUILDING FIRE 5 flEX EXTINGUISHER 1/811=1'-0' & CABINEr..TYf L____________________________..________________________________________________________}UgCO~DITIONER-TYp FRONT ELEVATION 1/811= 11~01l 4..flEX UNIT B g Q ((6) 101.0 ROOF VENTS 30 YEAR ASPHALTIC \1 SHINGLE ROOF SYSTEM ...TYP Q,j Q Q g g Q Q (6) 10/ ROOF VENTS r<3}8IlBATHROOM EXHAUST VENTS J g g g ,rj 30 YEAR ASPHALTIC (3) 8" BATHROOM 221-10" SHINGLE ROOF SYSTEM -TYP EXHAUST VENTS g Q gtl g Q g g ~ g g g g 11'-4" TRIM 1'-4'~ ~ DO DO DO DO ...rYP , - I r r In I C II jrn~ n " ~rn~ ~rn~ Dffi- = - D ~ Ii m, D - - D - --- - liIL r- - - --- - - ~ ,-- - - - - = - - - - - - - f- - - - r-- - - - f:: = - - ,..... - - - - I-- f- - f= - I-- f- - 0:: ~ """" f- - - ~ ~ """" f- - - I-- f- f- - - - ; r-- I I / ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - ~,- - - - - - - - - - - -.J- - - ~ - - - - - - - - - - - - - - - - - - - - - - ~ -$ g g CD /1~ ':/ -$ DOl ~ ---4" NOMINAL ~~ -- @JWINDOW ! .. DO DO I ~ ~ D ~[]]t= ~dU~ D _~ 1\ I / 1 I \ ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - ~,- - - - - - - - - - - -,J- - - ~ - - - - - - - - - - - - - - - - - -~I-~~NAL iR~ BACK ELEVATION IN~I~~~~~E1~;;~ @CORNER-TYP - D ~[]O]~ t :-==f1~ ~ A7 ;::::=. ~: D ~DD - - - - - - - - D ,. 1 - - = - - - - - 0: - - BACK ELEVATION 2 NOMINAL TRIM @ INSIDE CORNER - TYP 1/8"= 11-011 5 flEX 1/ 811= 1'-0" 4-flEX UNIT B ( ] I , I ~ 6A" 1"'1 BEDROOM 1- -1. BEDROOM r'~~ ~ .' 'C: ~ ~ d' "= f- CLOSEr- ~CLOSE I - - .~ =-CLOSET-= ~ =-=CLOSET-=-= 21-0l ~ ;fr::::. :;V ~ 1 I ... -- ill ill / 0 ilL V BEDROOM ~ BEDROOM ~~~T1 ~ 9 ( ) - ;::.CL05ET.: ~ =-=CLOSET-=-= ~ ,c::: J =-;;,7 V C -- I / 0 lL....... BEDROOM -r BEDROOM BlATI- ttf ( ) =-CLOSET..: ~ =-=CLOSET-=-= 2'-ol ::tv -= :;V- ~ 'I I ...-- II II / 0 U- ".. \ BEDROOM ! BEDROOM ~~~~ ~ 9 ( J =-CLOSET-= ~ I=-=CLOSET-=-= ==-v A:: :7YV ..... - / 0 \ ,,;i;i-~r-'! .JKfJ()!vI U- /' . ,......... -. BEDROOM BAn- I I 1 ( ) t;> ~ 9 ~ <:( ~ 9 ~ 9 ~ l 1 28'-0' J SECOND FLOOR PLAN 1/8"= 1'-011 J 0 -fjf<.. X 2- 5-f'LEX '; Z,d 1X2 BATTENS @ 1611 OIC - TYP 4" NOMINAL TRIM @ ATTIC VENT -TYP HARDI-PLAN~ lAP SIDING TYP 12 :::.::14 ~ f-... ----- ----.----.---. -~.=~=-~:.----:.:.:::=:.--------=---.:::=-- ---.--=----===. r.:".: ---- __-===--'_. I ===~;~~:::~~~::~;~~:::=~~~~~~~ ~ :.::~--- ~::-~=-c::-.::-:--==-~=::~----..=-.::--~-:--=-c-=:.-= ~ ----..:=::::::.::.:-.:-.::.====------===-=::.======.::.:==:..,:::==---='===- r:= SIDE ELEVATION 4X6 COLUMN POR01 -TYP 1/811= '1-0" 4 & 5 flEX ~ ..._,_:.::===.=:::::~=='::===:::=..:.-=-===:::==::====.:-.::=====--_-.::::-=: - ----~---- -- -----.-.-.-..-..-....----...-..-- --..---....---.-..-..,.,.....-..--..-------.........-----.-,....---.---..-............ , ---- ~-~ l... :- _t_ _ _ _ _ _ _ ...... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .J SIDE ELEVATION l C.?::~ I 1/8"=1'~0'1 4 & 5 flEX -... ~ u 5 ~ N -< tl.. -< ~ :z: ~ u -< ~ -... u ~ Z 9 f-c t5 9 J.t.1 ff ~ ~ R N' S U ~S ~ ~~ N QC)~ ~d5~ t-!-.t ~ CJ ~ UN~~ ~ :s~ ~ ~ Q" ~ ~~, \0 ~, C5~~ l~ ~~<jl ~u~~ ~.~~~ ~ 0) ~ t"-1 ~ ~B5~ 00 OJ 00 ::; o ~ ~ 00 E-4 ~ P1j~S\ cO gj J:: OJjo ~cnbJ:> CO '1j ~ rJJJ::O ZcO N " ~"'O ~~Q) ~~tr:t ~ObO J-( Cf) .6 C\"i~J-t "N 0... t--I ("f) en PROJECT: 0604 DATE: 12/21/06 DRAWN BY: JR/A5 DESIGNED BY: AP REVISION: \0 o ~ 5 ~ ~ 00; \ 9 a u. (J Z ~ P-.c C/) ~ u ~ FLOOR PLANS 5 ELEVATIONS ~ -< ~ <t: ~ (J ~ @ ~ SHEET 2 OF 3 j I A2 1'-11" I, -1 CORRUGATED ABERGLAS~ 11/2" BATT SLOPED ROOF J / .' 'iM~~:'-'----r--~1I ~Ii-'-MU(,' ~ / ~SON ~. 7.'~6" _' n, \ "t: ! '-2X8 JOISTS @l16" OIC n ~ 4X8D,F, NO.2 FOJ-C \ \ PIT OR BAR-RUN . ' MATERIAL (8" MAX,) : n~ ~ ~ o C;>UJ\.') . N 0 ifi UJ 2'.0' MIN. w s:~~ . ~l()t'LG ' tI.. U\.') -<: ), / ~'i Ol1\ <.J CONTRACTOR TO SUBMIT SPECIACATIONS ON STAIND LIGHT AXTURE AND ANCHORAGE BOL TIt\'G SYSTEM TO COf\CRETE PEDESTAL CHAMFER CONGo EDGE SURFACE AS PER PLAN ~4" CONGo WALK [COI\C' CURB OIER COMPACTED QUARRY ROCK , 6" , \~ 1'Y. SLOP~ i ~ \. J ~ ~ -. (4) 5/8" fJ X9" GALVANIZED MCHOR BOLTS >.l ~ ;,- l3hi ~ UJ-l ~+ uj tM o -UJ ih ;: Ol - t< _Z ~~ >3 ,-8" CRUSHED ROCK. 95'Y. COMP AC1l0N LANDSCAPING- ' - -LAtf~NF )> V ARIES. V ARIFY ON SITE PLAN 1'Y. SLOPE )> I "- V) h U ~ ~ U ~ ~ N ~ ~ ---. ~ ~ '-- COf'.... r---..8 ""'H r---..I ClO')~ ~Zf'.... 00;:::;- ~l'J~ h~'-- ~O~ I-..:) ~ ... ~8'D --C:~'<::i-I Cl~O ~~C";l Ul'J'<::i-I OZ~ Ln~---' ~~~ COV)~ 0" CONG. SLAB WI I #4 @l 2'-0' OIC E,W. " - 'J' 2X4 P,T. BRACES UJ 6l's.... l1\ .... <UJUJ .al1\ ~tfiUJ :;:5~ ~o\\.. T'()" NOTE: VIBRATE CONCRETE TO ELIMINATE POCKETS OF UNCONSOLIDATED STONE-GEMENT MIX. <D - -(<- --\"-' _I @ A3~ ~, r--;, " ,\' '1-:.':: ,'1';.': : ,'1';.': . . - . . . " .: : . '1,<', .: : . v::. .: : ~X6 D.F, kc P,T. COL. -TYP ,:,,'~':' ',': .':..'6:';'....: :::"~': '~': :-: .:.:~.:.....: :.:....~.:. ',' . '. . .". '.' ...", '.' " " ~,'. '. . ~. . <I . . .' . r 11'::.',:' .:.: ........ . . ;,- in -.------ "'.( ~~ --SEE CIViL ENGINEERING 81~~~1 ~ - 6" MIN PLANS FOR PIPE SIZING, . . . ',' FLOW ELEVATIONS AND 1 loR ROUTING :::/~ :z' \.') UJ -- ~~Qte ::>:aolflr , a....l-~ '-.OUJW::)ll... ~ if) " ~ 1 'P' " - rr~'~ ~ '\..H l>'1 l>' 1(, ~- , i? 1I Lr J. k V' ..N ~ "l: ..Il T r ... ~1 14" SQ CONG, PEDESTAL 6 5 0:: "" N -< "" -< - o :I: :I: ~ ;1; u ~ U -< ;g z o 8 o ...J ~ ti: 6" MIN. ~i5' ::>:<>. ~ UJ Oln .' @ A3y 1-L/ }6:, CD ~!~~. COVER ELEV AnoN I2l UJ - al- ES C;>~-<: UJ:U)~ tfi:S::Jot UJ ,<) '" \.') ~ u~ <>. -<: $ .r' CRUSHED ROCK 85'Y. COMP AC1l0N ANISH GRAD :r N .;;! I I I -(4) #4 E.W, 1'-01/2" I 7-2" I "-01/2" t ,II 1ft II II ;,- I I I-;-~ 2 ,-__.L_J~'__J_ ~. l<)' ',- '" ~~ \s) ~' -=-' ~' --=-- FOOTING ON 4" MIN. OF COMPACTED ROCK NOTE: eoNC MIX: 3500 PS1 5" SLUMP CD ,;!.~~T POLE .1. 1'.21/4" ,I, -~ NOTE: TEST ROLL COMPACTED ALL FOR 80,000 LB AS PER UNIFORM ARE CODE 0922,22 G) 1~~;W ALK G) ~~;~ ' G) ~PICAL TRENCH DETAIL 3'-3" SO. c 10d GALV. THRU 2X2 D,F. P.T. BATTS @ 16" OIC ORRUGATED ABERGLASS WI 6d GALV NAILS WI NEOPRENE WASHERS@8"0Ie cp 9-6" +1-" 2'.()" 6'-0" 2'-0" ~ ~ ., . . J2>~~ '?/=~! ~7'-6" . - .. ~. '4X~ l' -~ NO.2FOJ-C ~ ~ .. 771 ~ "--(2) 5/8 X 5 LAG " SCREWS (HOf DIPPED OR 2X4 P.T. BRACE&-" " STAINLESS STL) TYP@END 3/4 fJ THREADED BOL T W~ OF 2X4 BRACES NUT & WASHERS & 4X6D 31/2" X 6" P.T. BLOCKS ( ,F. BTWN 2X4 BRACES :~~OL I' 9'-0" ~) ~)y ~ ~ d~ (3) SUPPORTING ~ / 4" CONG STACKS NOTE: SEE PLANTlt\'G - 'l ) N PLAN FOR WIDTH OF ==l ..--j _ ---- SIDEWALK TREE WELL ~'f. G'-O" MAX ~ 5'-{)" MIN 51/2" , ""'\ /' rX2 BATTt 12" OIC ~1/1 l/T 1/1 t 31/4"R-L 1'0. 11/2" I /I. 6". 1'-0,," -:1- 7'.0' 1'.0' , /(2) SIMP ~~~-~, A35/JOIST I -'-,/ ~/ ;4X8D.F. \ k'" . 'NO.1 PRES. ~^m^TED 6" I SIMPSON ,( BC46 t;> (<) e J l') " PARKING WITH D,M,V, DISABLED PERMIT ONLY VIOLATERS SUBJECT TO TOWING UNDER ORS 811.620 AND FINE UP TO $450 UNDER ORS 811,615. Z' . _0 121.. '1 , - 11/2" <:;> \s) ~------------------~ ~------------------LtJ FRONT OVERHANG @ BACK OVERHANG 1'.0'" '-----, , r4X6 PRES. TREATED 5/8" RJ X7"-\ t' - rSlMPSON ABU46 EPOXY BOLT \ / \F 'j SIMPSON IIW 46 .lYP \ ,I L' 0- . '"0 ~o A3 ---I '~ "- ../ V AN-ACCESSIBLE 'l. """" 5'AIl WI #4 @l16" OIC E.W. @ ~ ., '\ r 1. 1'-6"5Q t io G)~~A PARKING SIGN C;) ~~;.~MN CAP G) ~;~; SECTION NOTES: 1) 2" DIA STEEL PIPE WI P5-2 SEMI-GLOSS PAINTED FINISH (2) COATS - BLACK 2) BIKE RACK PLACED ON 4" CONC SLAB WI 5" THICKENED SLAB @ A BOLTS OR ON TO EXISTING SIDEWALK G) ~1,~,;. COVER PLAN_ G) ~!~.; COVER ELEVATION, CJ) a; rJ'J ;:i o '"E ~ 00 o I'.... f-; ~ "04-10\ ro ~ ~ ObO ~Cf)b.O ro"d~ ~~O ZN ... oo::::ti"d --- r:S ....... l:: ~ J5 ~obO H Cf) ,S rol'....l-! , , N p.. ~ ('I') Cf) 12'.6" 12'-0" I. , 3" , ~ ' SCOPE 1:1 5" CONCRETE PAVING AT PARKING LOT WI 8" CRUSHED ROCK @ 95'Y. COMPAC1l0N I. 41/2" ~ 11/4'Lt tJ1114:' r -0 0 _ J '~:.. o ~. 'l' ~I 0 - f1/~: @BASE PLATE ~ 4"CONC SIDEWALK W DETECTABLE WARNING .STRIP ""'" r SLAB DRAIN TO SANITARY 7 --- '--j W r-?'Y. SLOPE~ ~ .t: 4Xl0 NO,2 \,, - FOHC TYP, U !/ 2 6'-0" 6" I. , . ' /11/4" DIA PIPE ~ ~ FIRE LANE ~ ,I I I " ~'~>.- A 85'Y. COMP AC1l0N - TYP 3/4"=1'-0" AT ALL SIDEWALKS I i ~ ~ ~ 10'-4" .1'-6" , [' "-:"-11/2" RJ GALV 1/ ~ FENCE PIPE WI WOVEN FENCING ."'()' ;,- '" NO PARKING .m 5'..0' 't' f .M.k ' :><x 9 1<) xx: ~. ~. ~X6P.T.COL-TYP , ~ '... $< SIMPSON-'\ ABU46 \, " , L-/ ---0) ~ .. I DRIVEWAY J' PAVING ~~ I I M1 , , 11" .I- 11" .f ~ .....1' 13" 1" In I , }' .!- @ \.. .../ \s) "- , 'R- --- - " ' . \ ~ ~ ~11/2" D~, G~LV. FENCE PIPE L 4"CONC.SLABWI WIWOVENMETALFEI\CING #4 @ 16" OIC E.W, C) ~~r~SH R:~~~~~~~~~P5IWI5"5LUMP 2)SLAB DRAIN AND TRAP TO 4" ADJACENT SANITARY LINE. ADA PARKING SIGN SEE DETAIL 91 A3 I NOTE: ARE LANE SIGN TO MEET SIZE AND LETTERING REQUIREMENTS APPROVED BY SPRlNGAELD ARE MARSHAL H 4'.7" Zl ~ 18" VEHJCl ( OVERHAN<~) -.......:...:--- l'ROJECT: 0604 DATE: 12/21/06 DRAWN BY: JRIAS DESIGNED BY: AP REVISION: 4 1/2" X 4 1/2" X 3/8" STL PLATE 1/2" DIA X 3" AB. WI VANDAL RESISTANT NUT-TYP ~ FIRE LANE SIGN \!!:J NTS CD t?"?! BIKE RACK G)~:~,SH STORAGE. ~ -"- b if> <:;> , _ \l) ,. I.O;:D 11'.21/2", VFY CLEARANCE WIDTH REQMT FOR TRASH CONTAINER t I' ~, " 5'-0" '1' 3'-6" 11, 5'-0" ~ -r~---~--~ r--4----~ . ~ :~~- ~ ~ PRE-PAINTED 24 GA-...... GALV. CAP """ '~ " ~3) SIMPSON A35 WI 2X6 CEDAR--..... j /' ScREEN FASTENERS --.., _,~! INTO 2X CEDAR DECK CONT. SILICON~ '. '10~; MATERIAL -TYP CALK ;:'1.':. ~r~ ;. I I.: 8"CMUW/(4)#4VERT-..... ;: I F; & (2) #4 HORll. ~ ~ ' '; '.: I '( ;: 1 ~I:: ':' 1 '-:' .'( .' H~~ .' r." ,.\ I :". >1 \s) \:... , \s) , " ~ <~J) 5 ~"V l? tj; ~ . g~ !!l . u. l? Z C2 "" (/) ~ U ~ DETAILS o 0:: -< ~ "" -< "'" :I: l? ~ I 8 Date Recfj}/nd:SHEET 3 OF 3 I ~~2."L / e -3"(EDGE OF CONC,) ,I' ~Xl0D'F. NO.2 Fore 11/2" BATT@l , 12" OIC "- ~~ 7'-6" ~ 2..1 "--- 'i l' '----sIMPSON BC46 7'~4" CORRUGATED ~ 3\ ABERGLASS '-.: ' ' SLOPED ROOF ' "" 00.. ;<,.---.... ~ ~ ~~ ") i " _./ ,(' t i ,~ /fRE-P AINTED L "-4" X 24 GA GALV. CAP . /" r2"CMUCAPWI ./ /' / 2" OIERHANG ~ 1/.." @ENDS ~PLlT FACE e CMU-GREY ..---GROUND FACE ~ CMU-MOUNTAIN /' BROWN e 12'.0" -~ '. 1 1 I I 1 1 SLOPE 1:10 I I 1 I 1 1 1 I 1 1 I 1 L _ _ _ _ _ _ _ ~ 4'-8" 1'-4" -2X6 JOISTS @ 16" OIC '- b if> ~1 N I, ~ ~' " " " " ~A- ~ N ~ ~~ 9 10 ~ <D ~ 11'-2112" =- 5'-0' ~ J l<) b ~ ~ 4X6 P.T, f./ POST-TYP f, " 'I " ,iL ----.J pC;=1 =) '~11/2" GATE FRAME : i j : lYP. J:: 1 l' 'I u I I L .J l'~\ , , I"l , , 1,,1 I:: I I'll u I 1 L .J ,~ I r~ I SIMPSO~ ABU 46 ~ L-- 8'-8" X 1'-4" X 8'~ FOOTING WI (2) #4 \ ., "\ 3/4!ISLEEV~ 2" INTO PAVEMENT ~ . (;:;') , 9'.0' ~ ~~P ARKING X~~LK RAMP if) ~ \i9 _._L___ 9'-0" ~ A3 G) ~~~.SH RECEPTlCAL ELEV A TlON C) ~4~~JECT SIGN SECTION G) 1~~~JECT SIGN ELEVATION /~ ~~~,SH SN:~~~~~N AND TRAP CONNECTS TO \!!:J SANITARY LINE Original Submitta _ ~ o (;g- -- -- - " (~; , 0.0 (~- =: ) tr; ,) ~O, ) 1.3 ( .== / , \ il I " I I ~, I I I~\\ II ~. /~ I HIlJJt- . l I -1IllliIli: - ,I -- "1 - ': :. W.. < ~~ N"~ ~,.".:L--: 1.8 \tY~~~ '0.7 '<Y -,~ :. 1'0- 1.2 r: l.E ~(1.5 , , I,-----je . 0.8 10.9 0.9 . "1.5 1.2 ).7 ) 0.4 ) 0.1 o . 0.0 . 0.0 . 0.0 . 1.7 . 1.2 /P. . 0.1 . 0.0 . 0.0 . 0.0 . 1.9 . 2.0 I II . _ __ _{J , I C: I I Ci r' ~ -. -., 10 D' , , , , . 1.1 . 1.2 " I.' ==0.3 :0.3: , I I . --=-< - - - -..J . . 9 1.. <; . 1.3 . 1.1 . 0.:' . 0.0 . . 0.0 . 0.0 . . 0.0 0.0 . 1.3 . 1.1 . 1.6 . 1.0 \.8 . 0,9 i . I Cj.4 . i C!.7 . 1.4 . 2.5 I . 31.0 .-, 0.9 . 0.6 I. I 0.4 ! . 0.7 . 1.6 . 3.1 .j , .3 ,0- 0_6 . 0,6 . 0.5 . 0.6 . 1.4 . 2.6 I , '3.4 - 0.6 . 0.7 . 0,5 '0.5 I . 1.0 . 1.6 -.0 I If-"": 1 /~ / '. .I . '.f-r-G~ . 4 . . 0.6 0.7 ~ . ~['l~. 0.4 'Z..3 .4 I' 'S2 '0.~~~5 . 0.8 -'il I I I , _ _ _.l _. _ , I'~~ "Ai? :',' I · ,"""34 '34~ '10 j ~ '-.~~-,:--~~~~~~ \.0' '0.2l~. . 0.0 . 0.0 . 0.0 . 0.0 . 0.0 . 0.0 MAC1515-M , 1= 6" DIRECT ELEVATION ~ POLE HEIGHT= 17' 1~'~1! BASE 'HT.= 3' If..W5l . 0.1 . 0.0 . 0,1 . 0.0 . 0.1 . 0.0 . 0.1 . 0.0 . 1. ~~r . . 0.9 0,7 .(~ O. Z....... 0,5 '0_~iY.6 . . 0.8 . 1.2 . 1.5 . 1.1 . 1.2 . 0.0 . 0.0 . 0.0 . 0.0 . 2.1 . 2.9 . 0.1 . 0.1 . 0.0 . 0.0 : B- : ~I~~ ._-~ /. /~ / __ '1" '--0-' I . n " ~': - .9 .. 2.0 \ .0 'n.8 .. 0,6 0.7 \.0 . 0.9 - . . . ~ . 0.8 0.5' 0.9 ! ~r ,/ O. 5 0 . 4 ~ o. ~ . 1.7 . 0.7 '0. j I . I O.~ . 1.4 . 1.0 . 0.7 . 0.6 . 1.1 . 2,4 . 2.8 . 0.9 . 2,4 . 1.7 . 0.7 . 1.1 '3 J 8 I .Jo .J. 8 , . 0.1 . 0.1 . 0.0 . 0.0 . 0.0 . 0.0 . 0.0 . 0.0 . 0.0 . 0.0 . 0.1 . 0.1 lot Illuminance Values(Fc) Average =1.62 Maximum =6.1 Minimum =0.4 Avg/Min Ratio=4.05 MaxiMin Ratio= 15.25 I Luminaire Schedule I Symbol Qty c--Ij 3 ~ 14 1 Label 1 MAC515SBL 1 LPR507 I r------ I I I '1 1'-1 I-}- II . 1.2 . 1.2 1- 'D. J. 1~ Q A/~ jm. ~to),\ ' t ". " ~) . VlJ-..-b---l 1.0 -.h-.!-t ~J -2.1 .~" ~:-;-:~ ~ : 11.:8 ) : : , , , , ,D D. .._____.1 / . 1.1 . 1.0 '- . 0.9 .--.... (, "- l- ,3 ),3 . 2.0 . 2.4 Ii, 'msl -a mtI. :2 I~~ . 3.3 . 5.0 . -.- / 2.0 (- ~ o ----- . . 0.3 0.1 . . o . 0 0.0 . 0.0 . 0.0 , . . , 0.0 0.0 " , . 0.0 . 3.4 . 5.2 . 0.0 . 0.0 -.-.- ~-=-_.. , -(~) . 2.1 . 2.5 . . 0.0 0.0 . 0.0 . 0.0 . 0.0 . 0.9 . 0.9 . 0.0 . 0.0 . 0.0 . 0.0 FIXTURE MOUNTING HEIGHT - POLE MOUNTED: 20' AFG BUILDING MOUNTED: 17' AFG PROPOSED POLES MEET 120 MPH SUSTAINED WINDS Illumination results shown on this lighting design are based on project parameters provided to Ruud Lighting used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying compliance with any applicable electrical. lighting, or energy code. . 0.0 . 0.0 . 0,0 . 0.0 ADDITIONAL REQUIRED EQUIPMENT: ' 3 - RE STEEL POLES, SINGLE MOUNT) ~BL-12 (BACK LIGHT SHIELDS) Arrangement SINGlE SINGLE Lumens 1 LLF I Description 16000 10.800 1 MAC1515-M (150W HPS, WI BLS) 6400 I 0.800 I LPRW507-D (70W HPS) RUUD LIGHTING 800.236.7000 USA <www.ruudlighting.com> 905.671.1991 CAN Date:12/6/2006 I Scale: 1 "=20' 1_ Layout by: MARK JANAKY Project Name: LARKIN TOWNHOUSES (#28020) Filename: 61206GE1 MDJ.a32 ---- FOOTCANDLES CALCULATED AT GRADE USING MEAN LUMENS L Date Received: /7/;;Z; ?~~S . 0.1 . 0.0 Numeric Summary Label CalcPts Avg/Min MaxiMin N.A. N.A. I AVQ I Max -t Min 0.94 I 6.1 0.0 Original ::'ubrOit~f11 I I ! 1 I i i I I I I i I I I I I ,! i I I I I 1 I I I I I 'j J ! I "1 i I " :1 j :/ I I j I j j I f I i I i ! I I I I .-" . LEGEND . G + rOHE- -0- lWJ . . ASSESSORS MAP 17-02-32-33 TAX lOT 1701 .. . r FIRST ADD TO SOUTHWAY LOT 5 BLOCK (9 I . == ~.:, . , .4 \~\)t::i ,\v - SCHOOL g . N89'29'J2"W 252.69' -55 a: FOUND MONUMENT, AS NOTED FOUND RR SPIKE, AS NOTED BOUNDARY , CENTERUNE EXISTING POWER POLE, OVERHEAD UNE &- GUY ANCHOR EXISTING POWER POLE W/!RANSFORMER EXISTING WATER METER EXISTING TELEPHONE PEDESTAL AND UNDERGROUND PHONE UNf @ EXISTING WASTEWATER UNE AND MANHOLE EXISTING SIGN . EXISTING MAILBOX EXISTING ARfA DRAIN EXISTING BUILDING . EXISTING FENCE EXISTING UNDERGROUND GAS UNE EXISTING ROADWAY - EXISTING CURB EXISTING SIDEWALK ADJACENT LOT UNE EXISTING DECIDUOUS fflEE BLUEBEUE 'WAY. ~, ',4.., :',{J..,.. ,'" .. ';.. , ~J' , . . ... " ' . . . . It ". . -. . . . . .. . ./'. . ,.DH3---'" , .. ~~tt, ~ ,\'v ~ \ ~ ~, ~ ~ '-> ~ ~. ~ ~ ~ ~ ~ 143.59 TL 40179 SF \ \ \ \ ~ .~ it, ~, .g :J! ~ ao> WILLOW. e , I ,! i I ' ~ '. "J~\)f::J ,\v (,1 .r 20.00 .,. I S89*59'19W 3.87 ~ 2.33' N, O.59'W ~ ~ tt,\) ~' 'J 55.00 H/W ~f::J~ ,\v \ro~\) ,\v "J~~ ' ,\v . c;::) 0') '~ ~ ~ ~ tt) "- g :c: J.87'N, . 0.34' E JJo II ,~~~ ,\v ... :5 ~ ~ ~ l 55 MNiHOLE /007 . RIM ELEJI=484.65 Fl IN(N)=474.11 rND RH SPIKE MARKING THE ESE COR OF THE R. HARPER OLe No. 57 99.55 'bf::J\) ,\v 41.27 <::s. ~ ~ ~ g b b' 20' , 0 - ~/ // ~~l}, ,\v ~~~ ,\\' 0.36' E ~f::J tt, .,\v N SC4lE: '.=20' 20' II 40' I CI.! krl. $0.. ""'" co C) .8 ~ 5i' ~Q)t:.. ell .a ~ @ d r./.2 Or:z=:1~ .~ s:::: o CD. ........ o ...... ,......0 E o!;;t:~t')o ~,......O)g) . 0) I t').- ~ Nt ~ ~ g~',E ~ ~ci";- tni!Jan;;j: ti:'-"'Il)m o C) .."""0 O~ ~ .. lXla:o~:'" to") 0.. :J: u: , .. (I) a. . (;) 00 · ..-t t: o ~ ~ oj ........ ~ ~ Q.) S.. CIJ. CD. Q.) rn r.n < Q.) ~ . ..... .00 ('J) (J) CI) ~ o ~ ~ ~ o ~ ~ t3 ~, 0 ~~ t3 CI) t3 ~ "" ~ .~ ~ ~ t3 ~ lL 3403 p1a69 005.... IfP'" t,.p.CE\. 2 <0 o . '7 ~ " t ~ ~ ~ Q g: ~ >: ...:: ~ >: a:Q ai ~ "' a Q Z ~ ~ ~ _ u ~ ~ ~ Q Q U ~ o tJ:. Q) t:-.. a ~ ~ ~ o U Q) ~ d ~ ~ ~ Q) .~ .~ ~. .~ ~. (.) ~ a.. ~ ~ ~ ' ;.., ,_., c.u tx: SHEET Cl of 5 t 75:#::~ / .......\ II.'\. ..... ~\' .... .... ..... ..... , , , , , , , .... .... I , ~I-I , I , ,~ ..... ~l ,p. .-,,-y ':[~ E-t / / / /' r-l. ~ Q:; &-t' CIJ. "0 a:= N ~ I I I I I i I I I I I , , :VJ . : I , EXISTING ARE / ,I HYDRANT , : I .... : I : i=1 : TI : II : I : I .... , // // J // // /: )0 6~ '. :-71 = = BLUEBELLE ;AY I ~ -1 _v ~ I i I I I ! . i \ I I I . i . j I . i i i . 1 . I ! : i I I I . I . ! I ; , I I i . I I I ! . j , , .... .... .... , , .... .... , .... .... ..... , ..... .... ..... ..... -~ = 1Il N ...- J I i . l I I , I . j . i I 1 I I I ,\ I~ I I f ~ / ( ~ :':] 1 ,,: ::... .:--i. >1 I': ',"~ ~ C~' ..... ,:306~ SF. ~ . ' , .. ,~~, ' it-> . ...:::v uLDG A ' · · ' ~ .. ..f ~ _ II U AR? ~ .1.1, ..p- . " . ~t.I. fl FfE=484.57, c~'.- [:,1.,., J I I ',:.' , :, J -, .._____ ,&'.-,./ ~ Ii, "~,.I . I~,,:'.""~ / r,. " l-' ...;,. , lot:.: 7"'~ . . .--~ .~' .....:.:~, .,.-./' .. · to, I II ':. :: .' ( .,\.....' ~.. , .~ ." '.. ,: ',' '. ~ -:: - ,,' .' ," '~ ' :~ :~; . ~i;' Ii' .. ,.' .. :":~': " \'\ \ .. ....,' J:::,...".. '~::':I-:' ',' I / ; .., ~ ;...:.. . ....... I ..,.....U.L;Jl'o .", : ,..', /,.1 ~: :UiL37ft' \....., )/",)...... . ..... . VI ~'J. ~ '- - . ":-: WIn. ."Wlll J;' -)..J J ..':4. I \ \.1" ( (~"'/''n. AN\j UA ~ 0 J ~:-:!'"~ : . f- ~,l.. :.~ - /) :.485,25" "-= '-- --/ '\ III \ ~" '&/. ~ '.tl.. '. '-: BICYCLE "" n~5..1'!4',,",~:,"J.4'.b.'~'4:'~'b."" ".C: .....:.........TC... '... '........... ....4.. ~~: ...~......:.. ~...:: :': ':"EllcvC~II" 484.69 'i; : AR"'- "",- PARKINGI1 . ;~~)P"~.~ '"; '; . J : ' · : ~ /' i, ~r ~;'1~' , : ~~,"~ "~ .,~ ~'~ ~/' -: . ; ~ ':A' . ~<::~:; I EX ~c '- BW 484.81 1 lO 'jo' :4' ~ ~ at') '..~ Te : ~ ?I~I ~ 9 rr1 ~~ rrll + 484.53 '.. ~c .. '~...' V lTC" 8 8 . cO. ,,-; 484.86 .:, ~! ~ ~ Isa:I ~ Isa:I TC;.. ;. / ~ , I I\. ,~.... ..,'~.\ '.':' - .;..',-l4 R=3.0' tr~ii4 R=3.0' (T~"r+,~8 I 08 8 . '78128~=3~O' R=2/8.0 . .,,';';~'::':'~~I U)o..o 00, 0;' R=50.0' ~ ~ J \' R=3 o' 75 LF 2 . .l o '" . ~t Il?' ~ 484.58 II -"=". & '" ~ \1485.45 · 2 60 tF · ";"'~, ':', ff ~ 41, V BW ~ ~ ~ R=2': S j k;2.o' 485~8'- ','.-" t , ' '. GRATE _ R=3.0' '" · - R=3.0' · ' '", , ,.J" + !.. 051.52 -~" '-- 4855:11 Te \ I I. l,4 ~ I~ 41 50 ~4.64'Y ~ ~o.: ~ ~T' jC; . '; TC~L + ~ 484.731/ .~;~. ~5.0\ ~ 8 ~ t '\ 'ri'" / \ R=28;O'\ CD ,EX. TC . " \1 20.0~- _ ~ , \ J I l~ ......... 93 SF 40\ 296 IF .1 485.75 485.75 +li4C85.7S/ T485.751 1- ~ Te Te 10~490 'SF 15 . C \171 SF:@ ~ -<p- ~ I I - :; l - <\1 i : \ \ 3 \ j; \ .. \ .~ @lD - J . . ntli .. . . "i ..~ ". . ....-':". ..--.. . '/..' /.. . . . I .- '.. ., . '/ ...:~ [P 4' ~ 9 IC . 4 ,\ _,l". ~ m !~'~ ~~ .:. r-.- .- ~, ~\ 11~' If. . I . (l)""," ,; - ...- 481~. A:-:.)- . .00 \ \ 485.75 . 'Te .r" -- 484 , , . . .BLDG D FFE=484.90 . F , .. , ~ . . '"T- !' . llt. ]-' i f-- r- I----- ~ ~ . . 1,,: . \ N - SC4LE: 1 -=20' 20' 0 - 20' I: 40' , $ ~ CONSTRUCTION NOTES 1. CONST EXTRUDED CURB AS PER DETAIL REFER TO SHEET C4. 2. CONST MONOUTHIC CURB AS. PER. DETAIL REFER TO SHEET C4. .15. CONST 2.5" AC ON 12" CRUSHED ROCK. 40. CONST 4 It CONCRETE OVER 1" CRUSHED ROCK. 41. CONST 6*' CONCRETE OVER 1" CRUSHED ROCK. 50. CONST DRIVEWAY APRON AS PER .CITY OF SPRINGFlElD STD. DWG 3-19. 57. CONST ADA COMPUANT ACCESS RAMP AS PER ARCHITECTURAl DETAILS. 97. RELOCATE EXISTING SIGNS AS DIRECTED IN THE fiELD. 444. CONST BIO-ALTRATlON-SWALE AS PER DETAIL REFER, TO SHEET C4. .,", , .LEGEND SF = SQUARE FEET If = UNEAR FEET BW = BACK OF WAlK FFE = ANAL FLOOR ElEVATION FL = FLOW UNE Te = TOP OF CURB reI LEGEND ,-- . OHE- EXlsnNG, OVER HEAD ElEe. GA$- EXISTING' GAS PHN - EXISTING PHONE UNE 12"W - EXISTING WATER UNE IWl EXISTING WATER'METER Q9 EXISTING WATER VAlVE . EXISTING FIRE. HYDRANT e---aw ~ - EXISTING WASTEWATER SYSTEM @--24"SD- - EXISTING' STORM DRAINAGE SYSTEM ~ EXISTING ClfANOUT tD EXISTING AREA. DRAIN ~ EXISTING CATCH BASIN IE] EXISTING TELEPHONE PEDESTAl Ol bOrn~ .EI ~ ,~ 13~i~ CIl -60 a e;s::OO Or::r;l~ -- ,.....0 E o,.....~~o O"'II:T'~lO N...... CD N . CD 1..,,- LU N I t:: · 0 It). ::>Q::,..,co (1)0 v' ~ ...- ,...: 9 .q-,~ (l)wU')-ct- ,..., G: '-""$.- . -~ .. LU o~:z:.. ooa::o~' rt') D... :x: 1.1.: # .. (/)0.. ..., ~ ~ o CD. ........ o 00 . .... ~ ~ o ~ CI) (\) CI) ~ o ~ .-e: ~ ~ .~ ~ 0.0 0 ~ ~ . ..... ~ ~ ~ ~ g ------ 0 ~ bf)~~ ~. d ...... CI) .-c d' ~ ~ ~ '" ~ 00, . ~ .~ ~ ~ d ~ ~ o t)) Q) ~ o ~ ~ ~ ~., o. C,.) Q) ,~ t3 ~. "'d ~ ,Q) .~. . Cof:.,.') . ~ .~ ~ ~ ~ :2 o (J) <0 o t <II- 0 ~ z rtt .. ~ ~ a Q s: ~~~~~ :c ~ ~ ~ U~ ~ ~u CIl Q ~ ~ cJj 5 ...... en ..... > ti1 ~ SHEET C2 of 5 t~/Z1 , I I 1 i i f I I I I : I I J I I I I ;:1 II f I f )J s!\V ~ = = BLUEBELLE ;AY I EXISTING ARE ,HYI)RANT I ..! I I I ! : I , i , 1 I I LEGEND OHE- GAS- PHN"- 12"W- 3/4"W. EXISTING OVER HEAD ElEC. EXISTING GAS EXISTING PHONE UNE EXISTING WATER LINE PROPOSED WATER UNE l I 1 , { , i , ! I l I I I J i j .! , ' EXISTING WATER METER EXISTING WATER VAlVE EXISTiNG FIRE 'HYDRANT EXISTING WASTEWATER SYSTEM PROPOSED' WASTEWATER SYSTEM EXISTING. STORM. DRAINAGE SYSTEM. PROPOSED' STORM DRAINAGE SYSTEM EXISTING CUANOUT PROPOSED CLtANOUr, EXlsnNG' AREA. DRAIN, PROPOSED AREA DRAIN EXISTING CATCH BASIN EXISTING TELEPHONE PEDESTAL i I I , I I 1 , I I I I I I j I -\ j I '1 .1 I I I I I j 510 410 E-t' r.l ~ E-c. -00 '.. :'1:1 d C\! ~ -cp- ({I, I ,I Wll & ST STRUCTURE TABLE, EX. ,waN MH WW' CO #4 an fllN (N}=475.26 6~ FLOUT . (W)=479.78 , , 8- flOUT {S)=474.97 ,RIM ,ElEV.=484.9:1: RIM Elf.V=483.90 CB #2 8" FL OUT (NE)=482.44 GRATE .ElEV.=483.94 CB 63 ,'8-, FL OUT '(NE)=,~82.48 GRATE ELEV.=483.9,8 ST CO 61 6. FL' OUT (W)=482.73 RIM ELEV.=464.28 240. ,250. 260. 279., 280. 281. 400. i 410. 1 '412.. 440. ' C) CONSTRUCTION NOTES' ww CO 63 6- FL OUT (W)=480.67 RIM ElEV.=484.9:1: @ Sf CO#\ I WW CO 15-@ .. ''''''!='''.. .. ' . ,,' \ 14-3/4"W I' ' ,,", "'. , " ' "'~O"'3J4-W"': \, .',.' .. : l~ :'" ' 1....:-.. ~ :.~ l. ~ ":6 ,..,... I ;;:. .~. I (': .....:- . .---. ,I ,( . 4 ,RO n >' I ~ ~. ' .~ .. =e ~ ' i= ~ ' i .. ...' , =/4"W -' ~. : 10 ~ ~ ~ ~ . ~ al ~. ~ ~ .'" .::!: g ~ ..;' 478 85 LF ./. I ~ .., ~ .., ~ ~ ~ .., ~ ~ ~ .., g ~ .., g Wf:: ~ :3/4~"WWR=480'~~~~~;~~~>~ ~I! r ~~~~!;~~IP~ p! ci r! cirCO:'/~~Sf~:3<45Q) .'. == II :.: ~ L '~ ,.', !t: '.q- n: I ~,n: I " ',., ww' CO 12' 250' ~' 0 . I '4" ""./ ., ~ ~ . 4"WW R=479.07.;- '. '. J _ .. .. J , _ . , : -;:Of' .... :", · 1 .: '~.I I~,',~,,,, t> ;, 4"WW R..480.43 .' ~-' - 3/4"W' RD. · '" .":' \ ,;. ~,':.~_.- ~ ~... "-" '.-: ~'~"" :.,~ ~ ,". .- \. · "." , . " ..'.., ".-: i,~ ~'374."W :., , DITCH, .,~ ~ ~~ :..' r't;\ '-~ : - ~ \'" · ,'., <~ : ~:. '~.~..~~' ww PO ;;"-~\ nn II:" ,.... ~" R4 I ~ ' /'........ ~ ,...:,.. .'4 .' r' , "0'LF " , " .. \.;, : f ( . It\. 00 IJ F.. -...., \ oq.. Lr , - - -" '" ." .. W.J Io\n ) 4. 7Jiil 1 _ '.1 XII I ~ -,.:. p:......., _ . 479 ' . '. '....- ' FL-482~OO I . y, I" \. ~ I U ~ f"" nn_ ","ou J .V'..:.' .\. \..., itA "...., "-.: J ~:- I.UU7a '- ../ :n ~ ~. _I-"'~ ' .5-1.00% 'BA~ KOF 18 .. - 4'" 4WFl=478.63 '. ~ '" , ~ ,"'- .."'.."v '--'" .: .lllo...: .t\,' . \ 'N, " . . _" ~ " . , I" ~"~ .;: A"'IIUf FL 48014 ~,...., ::O[ . t . . "\;' .... .., Co ,1 .. ~ . X \ . .. · a' ... .'.. · ., " . . . .... on' . WAIt.R MEfEJ'S", '. "":@>78 If .R~ ~ C~',' ,". " .. :.. ''':: '~:4"'''1tt)'~ h;;482141.:........ :,'~. .! : .....\:.1t".f{,r=482.2.1....~ 4": ......,., :~ "1:~ :"3/4"'''''' . .' 28,1 .......... . . . .. . !- t;; " t L. , · . . . '. . to '.' -, ", '. . " / ........ ' iiii 'I,. " I ~ ~ " 5=5.00%, ,. "~":!"4 ~ \ ' ' ,.:t ... ..b.: '\. :" / wv ,--- '~ CB '#3~, ST uH, .H'l i:' 3/4"W 400 ST MH .=.....' '- ~~~, ;.':i1ij. A) 611:;;Q\ " ". '\ 27 UI::::;48!f') ,. ~-' Ir1 ' ,;. Ii ~12 M tf ~ " 12' 1'., ~... ~ . ....,~ ' ~ " '.. . : ~ I IQ:I" :...) 52 LF ~ I l.' 4"WW R ,477. - .,,, ~ ' :, ~ ., . ,', . .. .. ~ .. . 8 R= 444 .. ,':-:-;;; " .5=1.110% 279 , " -,~ ~.. ",-.' '... ., - " ~ .: 'L~ ".:.32 LF " ~ ~ ~ 482.38., .' ";,' ~~"Ww R= I !!l': .. ~ ::.. 5=0.50% ~ :;:..:...... 374"W . ~. :lI '!', ~78LF J 12"sr 'I!' . IIflI 86 ,i:-t47B\45() ST CODl~ @~'~O% /' \WW6~ 61 250 j..., ~Sf CO 12@ r 1~ ~~~ 5~0.50% \ ... ~ 8"WW ~ CBD2 5:1~ .~" ~. ... .. -. 6"WW~ .. \:, ( ': 6~~=479.88 I ~ 412 CB #~ ~,~c~~ " ., \ \ _ ~;;v.w,'FL=480.05, \' I '\ J.. ~ I \WW MH 111 240 \ 127LF 5=2.00% 281 240 WW MH 1#2 I \ \ 71 LF 5=2,00% . 280 . ~ 14 IF 279 ' DO 0' H. 5=2.UU" 260 TO .1 00 I, WW MH,,' 8" Fl IN (E)=474.7i ,8. FL'IN (N)=474.62, '8" FL OUT (5)=474.52 RIM ElEV=484.40 WW MH 12 6-' FL IN {E)=477.36 8" FLOur (W)=477.26' RIM ElEV.=475.59 WW CO 61 6- Fl OUT (W)=478.78 RIM ElEV.=484.84 ww CO 65 6" fL OUT -(5)=480;05 ,RIM ElEV.;:;485.0:l: : -i TO #1 4" FLOUT (N)=479.42 RIM ElEV.~485,2*,. ' ST MH 61 ' 12" Fl IN ,(E)=480.42 15" FL IN (N)=4B0.42 15" Fl OUT (5)=480.32 '.RIM -ELEV.-484.35' ST MH ,#2 6" FL IN, (E)=480;9'1 10lf' Fl IN (N)=4BO.9 t 12" -FL ,OUT (W}=480.81 RIM ElEV.=484.28 ADHl 10. Fl OUT (5)=481.07 GRATE ELEV.=482.50 , Sf CO #2, ,6" FL OUT ,(W}=483.58 RIM, ElEV.=484..90 \~. ,~ i I r \ i ~ J \ '(:- .. . : '" WW' CO #2, 6- Fl OUT {S)=480.10 RIM ElEV.=484..6i: EX. WW MH CB #1" 8" FLOUT (N)=480.83 GRATE ELEV.=483.81 i:.~ ....:... . .:./.y.::.,,:..:.,.:.:.::'.::';....:.:T I r . .' . .. . I,....... . " . ul. .. . I' II 97. ' REMOVE. EXISTING POWER,' POLE.. CONST STD. WASTEWATER MANHOLE. CONST WASTEWATER ClEANOUT ASPER ,DETAIL , REfER TO SHEET C4. CONST . TRAP DRAIN /IS' PER DETAIL REFER TO SHEET C4. CONST 4- PVC WASTEWATER PIPE., ASTM. D3034 WITH, RUBBER, GASKET' ,JOINTS AND TRACER WIRE. CONST 6" PVC, WASTEWATER PIPE. ASTM D3034 WITH . RueBER GASKET JOINTS AND, TRACER 'WIRE~ " CaNST 8" pve WASTEWATER PIPE. ASTM 03034 WITH RUBBER GASKET' 'JOINTS ,AND' TRACER WIRE. , CONST SfD. STORM DRAIN' MANHOLE. CONST MANHOLE W/STORMWATER MECHANICAL FILTER. CaNST ,DUAL ,CHAMBER CURB INtEr AS PER. DETAIL REFER TO SHEET C4; , CONST AREA DRAIN AS PER 'DETAIL. ,REFER TO SHEET C4. ~~. ;., '7';' 'k' '" ,',' "::<~-3i4-W.": I I\,~' f; .;..~ .~ .. ~ ~ \ 55 Lf 5=2.00% 280 N S(,ALE: 1 ";:;:20' 20' 0 20' - II 40' , 444~ CaNST ClASS 6-' RO UNO ROCK OUTFAlL STRUCTURE~ 450. CONST STORM CLEAN OUT AS PER DETAIL. REFER TO SHEET C4. , 478. CONST 6- STORM D RAIN PIPE. ASTM 03034 WITH RUBBER GASKET' Jor NTS AND TRACER WIRE. ' 479. CONST 8- STORM. D RAIN PIPE. ASTM 03034 WITH RUBBER GASKET JOI NTS AND' TRACER WIRE~ 480. CONST 10. STORM 0 RAIN, PIPE" ASTM 03034 WITH RUBBER GASKET JOI NTS AND TRACER WIRE. , 481. CONST 12>> STORM' 0 RAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOI NTS AND TRACER WIRE. 482w CaNST 12" clASs III. ASTM C76 CONCRETE CULVERT. BEVEL E NDS TO MATCH 3:1 SLOPE. 510. CONST *If WATER M ETER. , lJ:] r '. I ~ - ~ t-- !" . lllo ]-' ~ - - , --...- " f, -;-- ~ j~: . .~ '. \ - 1:0 ~ bJ) co c:> .s J-f ~ it .... CI) c..., -(1)'> :3 s:2 I... (/.) · 6b '::J a ~ 00 Orz:1~ ~ fI.l ...... .....c S t: rJ:J. 0 .-c.::;a 0" ....... 1'0 E o ,..... ~ 'I"') 0 o~(J)&O . NS; I ~. ~~~J, , :;:) 0 t') CD E ' (I) """'~ ......- ,C: ...; 9 ~ -;:-. 0 (f)LLJU')~ - '-'" 1O ot5 ~,-,- o:Zz" ~s:~~o (/)a.. ~' a$ ...-t ~, ~ ~ . ...... .....-t · r-t ~ P CD ~ . ...... 00 ,C/.) ~ CI) ~ o ~ ~ ~ o h ~ ~ ~ 0 o ~ ~~ ~ l/) ~ :<; ~ ~ .~ ~ ~ ~ ~ NOTE: THE INLET AND OUTm or THE 12- CULVERT SHAll BE CONSTRUCTED',@" flOWUNE OF DITCH~ CONSTRUCT SEITUNG BASINS AS PER DETAIL ON SHEET C4, AT INlET AND OUTlET OF PIPE. ~ o c') l\) l--. o ~) ~ ~ ~' ,0 t..) Q) ~. rj ~ '"t.i .-...;) ~ .~ "~ .~ ~ ~.. V) CD 0 I :;;: - C5 ~ ~ :>: t'lz tQ ,.l t = ~ al Q ~ ~ ~ ~ f.d a {.JI . ~ ~ g: Q UI , .. , tij ~ ..... en ...... > ti] , a:: SHEET' C3 of l'h~~ I ! I I 1 I : I I 1 1 I . I ,I , I I I , I .I / I .I l I Ii. l ;BLUEB~;A; '.1 ~ --- --- ~ , E-t ~ '~ ~ E-t, tn , --c d c\!' ~ . en. I I I I I , I \ \ I I 11* \ \ 4, ~ 4" '<f ~ .4 ... .<f . m ,. ~ ~ I':. -,. .:.. ~. I ' jJl ~; I ., ~ ) - - I .' :. . '" .- <If ~..' I- ~,... 1--; S1 MH 111 , ' I \~ .... , ..... :.- . . '/1 ~ ~ I~:"~ ... .. . . ~..;:, ~.' /1 /~ If I, . ... . J 1 go o. I, II ST STRUCTURE TABLE , 51 MH #1 . 1 t' FL IN {E)=480.,42 15- FL IN (N)=480.42 15" FL OUT (S}=480.32 RIM ELEV.=484.35 ST MH #2 6" fL IN (E}=480~9" 10" FL IN (N)=480.91', 1 t' FL OUT (W)=480.al RIM, ELEV.~484.28.. CB #1 an FL OUT (N)=480.83 GRATE ElEV.=483.81- CB #2 8" fL OUT (NE)=482.44 GRATE ElEV~=483.94' ST CO #5 \ J) " -f- ,. - '" o : , .~:: .l'~ ~o. . ():. ' -, CB H~ /~ HYOROSEED MIX REfER TO ARCHITECT'S PlAN FOR PlANTING, INFORMATION, lOW, flOW' CHANNEL REfER, , 'TO ARCHITECT'S PlAN' FOR O PIPE SIZE PLANTING INFORMATION . PER PLAN I " 6' MINIMUM~ IAI / '. I TOP STAGE (NORMALLY DRY) ::=J 1 0.05% OR GRfATER SLOPE FOR DRAINAGE 3 SmuNG. BASIN @ 25' SPACING 6' LONG X 2" WIDE REfER TO ARCHITECT'S PlAN fOR PLANTING INFORMATION: 6. ROUND ROCK OUTFALL'STRUCT~RE , ,SHAlLOW MARSH {6" 10'12j REFER TO. ARCHITECTtS' PLAN ' FOR PLANTING INFORMATION 100' MINIMUM " CB #3' S"Fl OUT (NE)=482.48 GRATE ELEV.=483~98 ,ST Co. #1 6" fL o.UT (W)=462.73. RIM ELEV.==484.28 ST Co. #2 '6" flOUT (W)=483.58 RIM ELEV.=484.9o. AO#1 10.. FL OUT (S}==48l.07 GRATE' ElEV.=482~50 .. "I .... .. ] ~'. ~:~l ,,,. S' ..' 4" I .. , .., -,- -II- I lo.:' '.,..' J "^- . ,..- - .., '.., '" ~ .... .. '., ..,. '.' . , : '" ..., :.', .:" ,. m CB 12 ".' 1 ": ..:~ , . ..' .' ." .. ~ .. ,..... .... .' I.':", &, J ',' ~. 6"sr ( ,ST 0 64 I . . f;l,: .~ ...d .. ~. . .~ l~"b. I,.. .1 I f,' , . . . . << . . I ," '.. ., '.~ .. ,;~ .' I it . . .-: .1 ST CO 13 Il~ i~ ! ' , I;',. .' ..... J' .: ""-' .J ,. -. ..,. .' '. . ':. . .. ..... ......:~,," . . ':~~:;:.:~.:: ',: " .,'J) ~...;... : b.. =~, "~. ' "'~.::~~:~. ~ " ..,,:- ,..... ," " / - f"'~ Srco,l'/ ~ ,,' ".. ~ ~ ' '\ ~ ?f DRAINAGE. CHANNEL SECTION NJ.S. -I . , , OUTFLOW AS ' PER PlAN, .... , . . .. 'CB 113 . .. ~ . :r- ::'l ,i ~ST CO 12 ).. '- '" - 6"Sf. .. . ... ~\ Icoo.. 1 it> N I F ~, .. ,. , . b. f:::=== I"" ~ . ~ '!> 4 ' b. ~: ~ I-- .- r--- .. .' , : . ~ I i=;= .... ~~ I '[f] - I.. .20' 0 - LEGEND UTll- GAS- 8'\'1 - [WI Q9 . <S>--a'VIW - (@-24~SD- (C) Il' [Q] * III [:eJ ~ System Narrative: iE:O bO ~ .= ~ ~ ~~~ rIJ .a 3 E1~oo O~~. N ~ d o CD. ...... o --- f"-o. 0 ,e O~~~O ~ ,.... 0) t(3. 0) t r-I) ~ ~~~U\ ~o~CX)E (J) ............". .._ I:: .....: 0 v ,-... 0 tn ...J ." .- LaJ~..q. o G: ~.- ~ .. o~~ .. 000:::':0>< t") Q.. :r; ~ (f)Q.. ~ 00 ..-4 t: o ~ SCAlE: 1 "=20' 20' , 40' ~ . . I' .' ~. "... . , "":: . . . - . : ~,~::,:; ~.. ".rt- (): ",. ~. ".' · '... .~. .4' .~. .. ~'.:bo': . ...., ..' l:i. . .. : _ . , . ".. '. tit. to . .. tit. ST MH .;':" ~:: t:;:t; 1\ 62, [' (~....,,: ~ ......... '. ; -, --!" ..' .... - . ..... . ,.' '.... .. ~,': '---= ~ . '.", ~~' 12'ST. . "/~. "U' ..'~ . " ~ ,~ -.., ' ' ",,~" . '; '4' -:;)) ~ '" . . .~ .~. '.. .4.'... b.. ... ," : ,.' 4... r;.~ .., ~V ..:: i ~"', "..,~ ...~.:...._. '.~~'~. ..' ":~'~. . .., '.. . . .. : ... .. boo I'~: EXISTING OVER 'HEAD ELEC. EXISTING GftS EXISTING WATER UNE EXISTING WATER METER EXISTtNG WATER VALVE EXISTING fiRE HYDRANT EXISTING WASTEWATER SYSTEM EXISTING STORM DRAINAGE SYSTEM EXISTING ClfANOUT EXISTING AREA DRAIN EXISTING CURB INlET EXISTING STREET UGHT EXISTING, 1V PEDESTAL EXISTING 'TELEPHONE PEDESTAl EXIST1NG GAS RISER EXISTING GAS VALVE CI) (J) (JJ ~ o .-.c: ~ ~ o &... 'C:3 t3 CJ) ~ 0 b() 0 ~ cd ~~ ~ ~ ....-4 C/) cd t3 ~ ~ S "" ~ .B ~ 00 .~ ~ ~ t3 ~ CD. ~ o . ...... ~ cd ....... ::1 c:.) .--t cd C) The proposed storm drainage system is designed to serve the proposed development. The ,storm system consists of catch basin~ that will colfect parking area drainage and lot runoff, this flow will be conveyed through 'Q piped system. The east port. consisting of 54% of the parking area, will flow into the proposed bio-swale to an outlet which will treat the, runoff prior to dischargeing the flow back into the piped system. The west portion of, the development will flow through dual chambered, catch basins with filter media to remove pertolium products from the runoff prior to the flow entering the public drainage system within S. 42nd Street. . Preliminary Drainage Calculations (Rational Menhod): Project Site Area = 0.90 ac. ,Runoff calculated, by use of t,he Rational .Method . where: Q = ,CIA. o = runoff in cfs C = runoff coefficient J = Rainfall' intensity in in/hr A = runoff area in acres .. ~. C ~ Q:) ~. o ~r) ~ ,~ ~ o t.Jt. l\) ~: d "";1 "'tl .....::. . (U . '. ' ~ ~ '. i:. . '. ~ ~4 V1 ' co 0 I ~;; - 0 ~ E=; , ,.,., Z ~ en I t ~ ~ ~ ,.... :c .~ Z ~ a ~ 0 g: &J Q Calculation Variables: Existing Condition runoff coefficient = 0.35 Developed Condition runoff coefficient = 0.90 (impervious Qrea) = 0.70 (~ompo5ite coefficient for impervious ond landscape orea) Rainfall Intensities:" 2 yr I = 1.60 in/h'r' 5 yr I = 2.15 in/hr 10 Y.f I = 2.BO in/hr 25 yr I = 3.45 in/hr Water Quality I = 0425 in/hr Calculations: Existing Q2 = (O.35)(1.60)(O..90) = .a.50cfs 05 = (0.35)(2.15)(0.90) = 0.68 cfs Ql0 = (O.35)(2.BO)(O~90l' =-,0.88 cfs' Q25 == (0.35)(3..45)(0.90) = 1.09 cfs ~ o ~ en. ........ > '~ Area to Bio-Swale = 0.13 ac. ,(C=o..90) Area to, Piped System = 0.77 ac. (C=O.70) (Bio-Swote)DeveIQped: 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 Q25 =- (0.90)(3.45)(0.13) =- 0.40, cfs SHEET C4 of 5 System, Summary: The water quality flow within the vegetated swale is 0.03 cfs. the ,treatment system has a length of 142 fee~ and' peak' water' quality flow velocity of O~31 fps, thus giving a contact time of approximately 7.6.minutes prior to entering the piped system. With Q required contact time of 9.0 minutes, we will add rock check dams and additional vegetation to slow the water velocity and achieve Q contact time in excess of 9 minutes. 11.~'~ I PIPE SIZE PER PlAN 6'.MINIMUM~ TOP Sf ACE (NORMAllY DRY) ::=J 1~' 0.05% OR GRfATER SLOPE. FOR. DRAINAGE J SEITUNG BASIN @ 25' SPACING. 6' lONG' X 2t WIDE REFER TO ARCHITECT'S PLAN FOR' . . 6" ROUND ROCK PLANTING INFORMATIO~ . OUTFALL'STRUCTURE HYOROSEED MIX', REFER'TO. ARCHITECts PlAN: fOR PLANTING .INFORMATION LOW flOW CHANNEL REfER. TO ARCHITECT'S PlAN. fOR PlANTING INFORMATION .I~ OUTFLOW ,AS PER PlAN' . I SHAllOW MARSH (6" TO 12") REfER TO ARCHITECT'S' PlAN' FOR PlANTING' INFORMATION' , loot MINIMUM DRAINAGE CHANNEL SECTION, N.l.S. ... EXTRUDED CONCRETE CURB. DETAIL N.T.S. SOUD 'PLATE,UD,{BIKE PROOF . STEEL GRATE OUTLET PIPE TRAP WI HINGED UD FftTlNG AS NEEDED , , TRAP W! HINGED UD , 53-1/4"x 29-1/4" 10 GA. STEEL CATCH BASIN WITH 24- SUMP & FOSSIL '. ALTER INSERT. ASPHAlT COATED INSID~ ANI) ,OUT. OUTlET ElEVATIONS AS SHOWN ON PlANS I 53-1 4" 'DUAL CHAMBER '. CATCH BASIN N.T.5. . I I I I I I I 1 I J 1 . , SURFACING AS PER PLANS 4" 3000 PSI , CONCREll: . 2" ',COMPACTED 'CRUSHED ROCK , UNDER SIDEWALK 6" X .6" #10 WIRE MESH COMPACTED CRUSHED ROCK. ' AS PER PLANS MONOUTHIC CURB/SIDEWALK . ,N.T.S. GROUND LEVEl STANDARD STEEL FRAME & COVER ' MEC~I~ PLUG ' NOTE: SECnON: TO BE' POURED ~ SO THAT A MINIMUM COVER OF 4- , . . EXlSlS ON All SURFACES OF PIPE. . . . 4--MIN, , 4-MIN . . :-: ~.: , PIPE lYPE AND SIZE ; .. ~. . AS PER PlANS. :....~. .. .. . . .. ... .::.:~~~.. [EXTRA lENGTH TO, EXTEND. . . ;.} ; ~~'.: ~~. BEll BEYOND CONCRETE . . .......~.... ............... . ............ ". MECtMlCAl PLUG CLEAN OUT DETAIL, N.T.S. 1 SURFACING PER PlANS , 1\ AC PAVING AS PER 'DRAWING. lOW FLOW CHANNEL REFER TO ARCHITECT'-S' PlAN FOR PLANTING INFORMATION. to N STANDARD, FRAME & COVER I: t.O I N ,STANDARD PRECASl CONE, . STRENGTH EQUAl TO CLASS III CONCRETE SEWER PIPE; All CONSTRUCTION JOINTS StWl 'BE MORTARED. t- , :r ~S2 ~~ ~,z ,::E , .. .... PROVIDE SMOOTH CHANNElED BASE. 3" flOWUNE OF PIPE'. ASPER PlANS CONCRETE BASE 3000 -..1 1/2- 4~f,_9. , STANDARD MANHOLE DETAIL Nol.S. rn bO ~ .5 ~ ~. -EQ)~ CD.~ S ~~oo Or:xl~ .... I' 0 E: o,......mrr') 0 ovl'aou N""'" 0') N u,' (J) I t"') '.:' LtJ NI":' t:: 0: ~ to, E. :::> 0 .-.. co : (I) .......... V '"t: . 0 ...... ......... c:: l--t-.ct'-c (J')wtOvo G: ~ &t) ClJ O. C) · .'-"'c o~ ~ .. @ co tr ~ .... ,.., a.. ~ LC C (I) 0... b' HYDROSEEO MIX REFER TO ARCHITECT'S PlAN FOR PlANTING INFORMATION, ~ = o rn .--t o CD. -..-I ~ ~. o ~ 5=2.00% .... : .l'~ ',~' 'I. ~;. : :':'" .'. J1' , ~ ..~ ",."~ ',' :/~- ;:' , . .... . .. l BO~OMJ 10' BIC-SWAlE SECTION A- A N.T.S. CI) Q) f/) ~ o ~. ~ ~ o ~ ~ ~ ~ 0 o ~ ~~ ~ CI) ~ ~ 't3 .' ~ " .~ ~ 1;) .~ .~ ~ ~ ~ ~ ~ ~ ~ o t:)) (.\) ~ o "L . co ..- 3- MIN. 00 ...-I . ..... cd ~ CD, t::l .....-4 -> . ..... o ~ ~ S o CJ 18" 12'" MIN. (.\) ~ ~ CONCRETE BASE NOTE: SEED DISTURBED SOIL TO PREVENT EROSION AREA 'DRAIN DETAIL 'N~T.S. 8nROUND GRATE DRAIN-RITE wI 4" OUTLET ' ,CONCRETE PAD .SLOPE TO GRATE U) 0 I .... 0 ~ ~. :;.; ", z r!- t :J: ~ &Q ~ a ~ i ~ f ~ Q 4"PVC WASTE WA TER SERVICE LINE TRASH ENCLOSURE TRAP DR'AIN N.T.S. ci.i ~ ...... fa > ~ SHEET C5 of