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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/12/2006 LDR MJR MDR _DR ~ . LOR .... v1DR b ih C\J '\ b a) C\J ~~ 9 (Q .." ~ oJ? - -.. ~ ~, ~~~~~~iGN ~ ~ f . 60'-0' <:Q _I C\J t<) . , ..~ 9 o (J) ~-~: ---../ ~ ~W:/Aj19\ 9 - ~. /J "0V ~ - ~- .- ~ t<) .. ~ ~ 0 to oc1 .....- 8 ...- u <:Q ~ 0) ~ _I t"-.. ~ (...() b 8 CATCH 9 -' ~ (() BASIN 2 m ~ 0) 0 C\l u ~ t'--- ~ (() 0 ~u ~ ...- .. ~ ~ ~ b ...: OPEN SPACE -' ~ N . <:Q -' d) 9 C\J t"-.. o _I Q) ~ o _, ~ vlJR 9 <b N . . ,\GN b . -' I) t"-... '-\ '\ \ { . ~ '" T /'\ 61-0' 20'-0" 61-0' ~'b 'I ~ .- 12'-0" 72'..()" 20"'0" . , " 1 '1 @ A3 o _I $d r, y sour -I 42 \j J ASSESSOR MAP #17-02-32-33 TAX Lor 1701 SI--~ ~ _A \j 1";::201 LEGEND NOTE: EXISTING t"lKE HYDRANT ON SOUTH SIDE OF ASTER STREET, 160 FEET EAST OF EAST PROPERTY LINE ~ AREA STAND LIGHT iTt BUILDING MOUNTED LIGHT 133'-01 o <-- - _A '.J )SCA ~I \jG P _A \j 111;::20' j G' WOOD m:fE .... .-. ..... - ~ ~ /1 ~83t ~71i t _I /I ~ N N N C\1 4Zj~ rr'?1 ~t! J -- / ~H~ ::!~ o . /1 U )x m ~ .{/i "", 0 -t '-"I U f ;r: ~ I to-.. ~ A C\1 8 / I ~2) PONDEROSA PINE ~ ~ 1 ~~ t<) C\l ~ ( "--RED MAPLE NOTE: NO TREES WITH DIAMETER GREATER THAN 511 TO BE REMOVED 1.0 o ~ ~ ~ g. ~, " ?R:-SUBMITTAL R:C') ~ ~~ OCT 1 2 2006 ~ 4~ OF CS o *;) _A \.1--1 \.IG ,R' ~Q Jl~' = V1 \.1' :...-s \jOT:'~ ~ SITE PLAN ~ ~ ~ - 0, ;-<$U b1'Axf1rt.~ LANDSCAPING PLAN 1. ALL PLANTINGS USED FOR SCREENING AT PARKING AND PROPERTY LINES Y ~ ~ VICINITY PLAN TO BE EVERGREEN AND 5 GAL. MINIMUM SIZE TO MEET CODE REQUIREMENTS. I . ~ L\ n . . ~ "", ~~ ALL STREET TREES TO BE SELECTED FROM CITY OF SPRINGFIELD APPROVED ~~~.." ~ STREET TREE LIST AND PLANTED AT REQUIRED MINIMUM SIZES OR LARGER. JZ ZIGA TIO \J SY ST:' v1 JESC (J'?TIO \J J Q,f. ~~~ ~ 1. COMPLel e IRRIGA 110N DESIGN WILL BE SUBMI"I I eD FOR BUILDING PERMIT. -4J I. I (I."y'r A <:; - (1. .1 j~ SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE, SEPERATE ZONES FOR Q) QJ1.J.U4I\; q JQ.)I.)JA ~ LAWN AND SHRUB AREAS. AND SEPERATE ZONES FOR DIFFERENT SOLAR ~ @ - SHEET 1 OF 3 ORIENTATIONS. HEAD LAYOUT WILL MINIMIZE OVERSPRA Y ONTO P AVED SURFACES? -n 7 ALL LATERAL LINES WILL HAVE AUTOMATIC DRAIN VALVES AND THE MAIN LINE WILL ~ ()f';'- HAVE MANUAL DRAIN V ALVES. SYSTEM CONTROLLER WILL BE OPERATED ~ AUiOMATICALL Y AND EQUIPED WiTH A MOISTURE SENSOR DEVICE. AUTOMATIC IRRIGATION CONTROLLER TO BE LOCATED INSIDE GARAGE ATi ACHED TO fS..PLEX. I I I ".,. I I tn tn ~ : ~ J ~ ~ I _J I \ "-.....- '- ~ EST &) ~-z -r-J ~ \- ..... ..... ..., -~ii-. ~ , . , MAIN Sf (j) -1 I ~.;..-- J r - ~ , MOHA\ 'K -' I t DAISY ST ,.f' " JUNCnlN ' I B \. ~cll - .",-, . - .. ---_.. I I r- r- - - ~ - - _ _ ... ~~' /1\ .. - - ..... J---- - - - - - - - r-" " - I . ..~ " " "- - y; 1 ~ '- PROJECT 511 Y ... ... VIcr \JI--Y -;J _A 'J ~ ~ I NTS , 600m , 1000 ft - - - - RAILROAD at INDEX. SHEET A1 SHEET K2. SHEET A3 SITE PLAN/LANDSCAPING PLAN FLOOR PLANS/ELEV ATIONS DETAILS SITE DATA TOTAL SITE AREA; .90 ACRES EXISTINGZONING: MDR EXISTING USE: VACANT PROPOSED USE: MULTI-FAMILY RESIDENTIAL ASSESSOR'S MAP#: 17'{)2~32-33 TAX LOT #: 1701 STREET ADDRESS: 327 50U1li 42ND STREET SITE COVERAGE TOTAL SITE AREIt .90 ACRES (10Ofo OF TOTAL) GROSS BUILDING AREA:. 9[)72 SF (23.ell'o OF TOTAL) PAVING AREAS: DODD (3710 OF TOTAL) SIDEWALK PAVING: 4,428 SF (11% OF TOTAL) PARKING PAVING: 10,366 SF (26'0 OF TOTAL) OPEN SPACe 1,662 SF (422'0 OF TOTAL) FRINGE SPACE: 2.0695F (5.1<Yo OF Tor AL) COMMON LANDSCAPED AREAS: 3.501 SF (8.9'fo OF TOTAL) REAR YARD LANDSCAPED: 6.952 SF (17.65'0 OF Tor AL) PATIO AREA5 (411 CONC.): 1~14 SF (3.33'0 OF Tor AL) *LANDSCPAED OPEN SPACE ADJACENT TO PROPERTY LINE, I.E. BElWEEN PARKING AND PROPERTY LlN~ ETC. ZONING: MDR = 20 UNITS/ ACRE OCCUPANCY TYPE = R-2 NUMBER UNITS: 18 PARKING SPACES: 28 COMP Acr: 35'0 X 2'7 ::: 9(7.5'X16'-611) REGULAR: 66% = 19(9IX181)M MADA PARKING: (2) 91X18' WITH 6'X18' LOADING AREN 25 SPACES 2 REQUIRED LOT AREA: 39.368 SF /45.500 Sf N .90 AC. BUILDING Lor COVERAGE: 9,072 SF, 26'0 -;J _A \JT ~ 'JG _EGE'J) BOTANICAL NAME COMMON NAME SHADE $ STREET TREES - (2" CAL. MIN. SIZE) ACER RUBRUM IRED SUNSET RED MAPLE ... #.. ~.. .. .. .. . I'. .. .. .. . .. .. . .. o ~ Q~ LAWN " .. .. .." .. ." - ..... ~~~D~ BARK-Q-MULCH BIo- ~~\. \ \\~~ SWALE ~-:-__-:" -__<~ ORNAMENTALTREES-0SS~WM ACER CIRCINATUM VINE MAPLE CONlrt.R TREES - (6'.-pj Hr. MIN. SIZE) PSUEDOT5UGA MENZIESII DOUGLAS AR GROUND COVERS ARcroSTAPHYLOS UVA URSI 61 WOOD FENCE KINNIKINNICK (1 GAL) .. . ~ - . ." :~: :':~~':'~ :~-~.w:#.:~~ SHRUBS - (2411-3611 Hr. MIN. SIZE) ABEllA IEDW ARD GOUCHERI EDWARD GOUCHER ABELlA AZALEA 'EXBURYI EXBURY AZALEA CAMELlA JAPONICA CAMELIA CHOI5Y A TERNAT A MEXICAN ORANGE E5CALLONIA IAPPLE BLOSSOM1 APPLE BLOSSOM ESCALLONIA ESCALLONIA COMPACTA COMP ACT E5CALLONIA EUONYMUS ALAT A WINGED EUONYMUS HIBISCUS SYRIACUS ROSE OF SHARON HAMMAMELIS MOLLIS WITCH HAZEL LLEX AQUIFOLIUM ENGLISH HOLLY LLEX CRENAT A CONVEXA JAP ANE5E HOLLY MAHONIA AUQUIFOLIUM OREGON GRAPE MAHONIA REPENS CREEPING MAHONJA MYRICA CAUFORNICA P ACIAC WAX MYRTLE NANDINA DOMESl1CA HEAVENLY BAMBOO PHOTINIA GLABRA JAPANESE PH011NIA PIERIS JAPONICA JAPANESE PIERrs POL YSTICHUM MUNITUM SWORD FERN PRUNUS LAURACEAUS 'OTTO LUYKEN' () I I 0 LUYKEN LAUREL RHODODENDRON RHODODENDRON V ACCINIUM OVA TUM EVERGREEN HUCKLEBERRY VIBURNUM TINU5 ISPRING BOUQUET' SPRING BOUQUET VIBURNUM CONCRETE SIDEWALK NOTE: PARKING AREA MAY BE ASPHALTIC COt\'CRETE E9 2. \'V7.n1l . J ~ ~ g. 5- ~ P-4 ~ ~ ~ ~ e < ::s -.. u < ~ ~ ~ ~ ~ Ei: R .., ~ ~ ~ U oo~ -., ~c ~ ~~ ~ QO)~ t;:1 d a ;:c t-L...t ~ l'J ~ U E--t J:J.:l ~ ~~ ~~o ~ ~ " ....... ~:3 '-0 ~JJ..:I~ --...1 Q~c · ~ J:J..:l ~ C'.I ~ u~~ ~ fc5~~ O)~H ~ ~~~ 00 OJ 00 ~ o .~ ~ .0 ~ ~ t) ~ '1j cu 0\ cd b ~ 0000 ~]~ ~~o t/ ~~ l'-I'.J v .................-\! I ~ 5~ .0 en bJJ . ~ t... .S ca(':lJ-4 ~rrJ~ PROJECT: 0604 DATE: 10109/06 DRAWN BY: JRlAS DESIGNED BY: AP REVISION: Al ~ 'I ~- 28'-0" .-. . -- 1~__i:5o-f'.STO~ 9' DINING ROOM _ ~I' III J , I I ./ t.s:> o -71 Ur.r~~}9<(M ( '. ~\:3'-0IlL' . ,1 1 rf ----~,,-- . k ~- --J-KITCHEN:~ PATIO SLAB (:8-== ~ 1 :t "It. fl . ------ l "vt CLOSET -- 9!J - !~ _ 1 ~r - - - it l. - - - - 0-0 - - - -.h mylu - ,I r u -- g{3 - - - ,J,2'-ot ~ CLOSET:.._ '_L j 1 - \ ~~. _-1_. 1Jl"1 "-~ Il:J--I_~-_. :'1 ~ rf==-KITJ~f~~' PATIO SLAB ( ., 3'-0" --------," 0' I~ -I L rr.+-r ~ 1'----, o - ~ -UTILITY ROOM t_,~ = DINING ROOM - _ ~l I ,~ I I -~ STO -\ 9 ~ _wlol ,(...() f> r - - -l - - - "1\ 1 r " ---- - ,. , ., -:1?-' -~. '~j~~ - ~.\- '~ " ~ --- ~ D "----l " DINING ROOM_ ,/fIll I I I l~ STO..,/ ~ o _~TIL~~ ~9~W1~ 1 "0/ - . ~ - " ~~ ..Q. ,I 3'-0'1 __' '.'1' " r ~..., ---- \. ~~ _ -KlfCHENh ~ PATIO SLAB r-J[3= . ~ ! ... 'l~CLOSET : =-- _ I :i L____9_Q____~ ---- r---'" 00, J" . 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( ~-- - j ~i8-- I r7==- I.~ -- l::.L:-: b .1 ~ , .. 9 ~ I ~ LIVING ROOM r ~ ) ~ :y J ) j ~ D o 9 ~ r-l LIVING ROOM Lf , ~ o ~ DINING ROOM o ~I ~ 'I \ 1. ",~,_o~ \~------ \ ! ~ l J LIVING ROOM b -' ~ I' l ) ~' ? J ~ . o 9 ~ b -' ~ D '\ D ,.., ) m , ;tI ( ;f~' PATIO SLAB L, '-ll. 31_0"~ ,.('.)1\, 1 r -~. ~. .., o -~-~ +- i..,. <;> ~ "-.- . STO \ <:Q L ~I- - r l- '/i -- p - .:, J .J , . ~.~......, l' ~ )' I ( \ , ~/_"'-/.. , ~ '=l<ST '= _Oo~ ':J ~A 'J 1I811=11-011 5-PLEX r I I It II --- ---- ----- rr~ I] : 1 l~~~~~:::j - ~=1~.~ -I l~~~~~ ~~~~;j=1" :L:,-~- I: l' '1'::1 =T I i~~._~! '. {~~--~{ tl : -In!~ J: 1~L..lill~ FJ l:, ~cl[_ ]i~~-' ~~. II ,Ji ~ "li~ I l~ ~ I- - 11/ -'\ 1 '-- ' ~_____________________________________________________________________________________;URCO~QITIONER-TYf FRO\j-- :'_EV ATIO\J if Ii 11 jl 1/811=1'-0" 4- flEX UNIT B g I (6) 101 ROOF VENTS I 30 YEAR ASPHALTIC . , SHINGLE ROOF SYSTEM -TYP d, g g Q 8 g I (3) 8" BATHROOM EXHAUST VENTS J g g g g .. ............J.l.. 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( . --'I \ ) I I ( \ BEDROOM 9 ~ I~^~ - CLOSET- ~ t ---,~ \ :.CLOSET..: ~~~" ~ o -' $} .\ BEDROOM J "j ( \ \ :..,--- i ::CLOSET d I.~~- \ \ l (2'-0' I . , I . \" \ ._ lr 4"';,-,('\ ~. - -CLOSET - ~ \ ~-' L~ ~I u"""""" " { ~-, ~ \ :=)-0 .~/ BEDROOM ~ 1- --r BEDROOM )6t~~ I l_.___~__ ( ~ t----'- - -- ~--'--' ~---- .-...--~-......;\ \ :.CLOSET.: "-_ - -CLOSET- - \, ,21-0: '~~--- - -.-. LN~; 1 1 . \..r- I) ! \ "-- '. . ,.../ ~~o BEDROOM -BtnfF- Jl1:tT ( '. , .. 9 ~ ~ , 9 $} \ BEDROOM ~ ( ~ .l"_'_'o:- \ \ ::.CLOSEf..: l~ 'V'9 o~. t I ,2'-0: \ \ ~!~\-'q ~. ., ~ - -CLOSET- ~ !--N ~I r7 o ~I $} :=_L_O _/ BEDROOM -rn1- I ,BJ\ ~ 1 =:1=11 -,: f (, - <--;--- '-. - r-- ;--;.., --,',---,'-- ------..::-.;--...... ~'-..... \ , J \ -.,--. ---....; t BEDROOM , , , . 28'-0" . . s' :.CO \J) '= _OO'R ':J _A \j 1/8";:: 1'-0" 5-fLEX 1X2 6A I I t.NS 411 NOMINAL TRIM @ 16" OIC -TYP @ ATTIC VENT -iYP 41 12.-......-..... '\ ~__/-I1Z -...----~12 14. ~- \ --~ I ~ HA~-~Io1~~~,- _________________ ._, TYP ~ ==_.::___-=-___-=-_~-==-----=----=-----------------= ~ I l::===__--==--~-----~=~-----~=--------------------=I == I - - J.______________________________._uu:_~- J . S I JE E _ :V A-~O \J . 4X6 CO~~~ PORCH 1/8"=1'~01l 4 & 5 flEX ~---------- "; 12 -. : ~I~ ~:~::_::::::::::_~:::::::::::~:::~_~::::,::==-~ , , =..-::.; , ~~b::=::::::::=:::=:::::::::::::::::::::::::::::::::::::::::::::::, ~l I L ---==-=- j , L _ ..J t.. _ _1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ..J ~ -0 5- ~ ~ < ~ ~ :t ~ ~ ~ ~ u ~ Z Q ~ g ,..J ~ S~)-- -- '-VA---O -' =- =--=-. \ 1/8"= 11_0tl 4 & 5 flEX . 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Jlj: t_,: ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - c - - - - - - - - c - - - - - - - - - - - - - - - - - - - - - - - t - - - - - - - - - - - - - - -J- - ~'~ - - - - -' - - - - - - - - - - - - - - - -' J i 3AC( E_.::VATIO\J IN~I~~~~:~E~R~~~ :'~~~~L)~~ 11811;::11-0" 5 flEX :::; ~ R .., ~ ~ ~ u (X:) ~ "I' '" C ~ ~~ .. ." ~ ~ O~K ~do~ U~ ~ \.!J ~ ~~~ ~~ ~~o ~~Q ~ ~~\C ,""1 C3~~ ..~ ~ ~ ~ ~usa~ ~ <=> re-.c K ...... ~ ~ ~ ..-I \0 ~ ~ ~ 00 CJ') ~ 00 OJ rJj = o '~ .0 ~ t ~ \u ~ 0\ CO ~ ~ OjjO \ '1.,{f) bO ro'\J~ ~cGo ~~.-a ~.~'aJ ~!i~ .~ 0 b.O \ 1 Cf) S J-4 ~ · f-4 cO N P-c t , Cf) (f) PROJECT: 0604 DATE: 10/9/06 DRAWN BY: JRI AS DESIGNED BY: AP REVISION: SHEET 2 OF 3 A2 \ \ PIT OR BAR-RUN . MATERIAL (PJ' MAX) w' a~ ~ 59w< · N=~@ W~::)l:L ~t<)~~ · !? ~ _ \\~ 6" MIN.. OUTSIDE . 61\ MIN, , . . ~;~ . 6~$:Q~ ~C\oU)fi: to&JLi15u.. ff\ n.n SURFACEA5 PER PLAN " a W.....I Gd <(LL \L::.L ~~ Oln <.) ~ w t:5u.. <nO::! <ww .C\ In ~~w 2:\-\L - ::)" ~O>'>- 2'.,(/' MIN, , .. ~EE CIVIL ENGINEERING PLANS FOR PIPE 5IZING, FLOW ELEV A nONS AND ROUTING '\ ~ w ~ a\- oow< al:r:~ W=U)w <n~::)~ w t()~~ · ~ u~ \L <( (7\ -y ;;IICA - T<:'\JC - )~- A~_ ~ 1"=1'-0" 2'-0" 2'~0" 61-0" , ' J ' ORe --2'0 5LOf 'E ~111211 BATT WI \1 ~ CORRIGATED ~~ S - ". I'" "',,, ~ " ~ ~17f~ A6ERGLASS / / . 10 ~ 71-611 '. 00 -;0 '4X8 D.F. A3 ;r ~ NO.2FOHC <L, 00 ~V/l ~~2) 5/8 X 5 LAG _ ;/ SCREWS (HOT DIPPED OR 2X4 P.T. BRACE~ / STAINLESS STL) TYP @ END 3/4 (d THREADED BOLT WI-/' OF 2X4 BRACES NUT & WASHERS & AXL::. D F 31/211 X 6" P .T. BLOCKS ["'T. ~ .. BTWN 2X4 BRACES ~~~OL. V/ 1'_0' SIMPSO~ ABU46-rYP 'l~ ~' /' . ( ~? " ') {6\ 31<:' COV~< E_'=VAT~O\J . ~ 3/8"=1'-0" . i .. 1 11/2" f4 GALV IA// FENCE PIPE WI WOVEN FENCING _cp51-G1}- r 'n I I ~7~" .. .. r ~ ":....- ~ ,. r'i,i ~ , X , .")( ">I' ':II .")t ~ i ...",'X ~ Y ~ "",!- "x \~ )( )( x ')( )( ':tl SIMPSO~ ABU46 +~ ~ ~ 4X6:~T.COL-TYP 1 ~~A3 ~/ ~~ 8)..- ?AS S""'O"='AG'- . 11 ,- ,:. A3 1I4l!;:: 11_0" 10'-0" , . CORRUGATED ABERGLASC "'" .. -2X6 JOISTS -4X8 D.F. SLOPED ROOF ~ @ 1611 OIC I NO.2 FOHC ~{) ~u...~....... H......r.. ~ _.. H.... "V;;:, ~ l~!~/gATT @ 2~.. ~ :JIMPSON I3C46 ;;2" 9'-2 112" 51..{)" .. ! ~ \..: SIMPSON. ~:_'T ABU 46 \, ::! . , . ,I + ~" eil 4X6 P.T. POST-TYP ~ ) - > .. . ~%!- '--./ -t 1 ' I ~ \iV G) "--='AS S"-O?AG'- 15 ,- ,,:. A3 11411= 1'-0" . NOTE: SLAB DRAIN AND TRAP CONNECTS TO ~~.Y 1 J~F r4" CONG. WALK I 6" 1'0 SLOPE v . > . -. CONCa CURB 8U CRUSHED ROCK. 95'0 COMPACTION (s) fu CONCa SLAB WI #4 @ 2'-0" OIC E.W. II<" i.h ib ;.:!.. ~ . N '-" NOTE: TEST ROLL COMP ACfED ALL FOR 80,000 L6 AS PER UNIFORM ARE CODE 0922.22 G) ~;=~: 9'_0n 7'-0" I 11-011 .' , . ... . "'-'II [() ;.:!.. .-JZj t71 .... @ 0-0.1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ Ll1-0 ~------------------~ 9 <..0 ILl ILl @ , \ l, CONe. SLAB WI #4@) 1611 OIC E.W. '-" . G 31 (= COV:'< ;;I _A \J W 3/8'=1'-0" 111-4" . . , , 8' /-.' 8" ,~ 10"-011 .. . I I I - - - , 1 l2..J 1 L (1(;\1 \!:V /': I ~ 9 \0 d) I - - - - - - - ~ ~" \ ~. - /@ ~ 1::: D~: GALV. FENGE PIPE WI WOVEN METAL FENCING 4" CONG. 5LAB WI #4 @ 16U OIC E.W. . f12"\ --<AS -R=C:'?--ICA _? _A \J . W 1/4"=1'-0' NOTE: 1) CONG. STRENGTH 2500 PSI W/5" SLUMP 2)SLAB DRAIN AND TRAP TO 4'1 ADJACENT SANITARY LINE. 9'-2 1/211 :!: VFY CLEARANCE WIDTH REQMT FOR TRASH CONTAINER : ~ .... J.x x .x x .x x x x X x.x X X. ;;( ~ ~~, ~xxxxxx X X ~~ - ~ X;<~ xxxxxxx xx;<)<x'Xx ~~ X:~X~xxx }<)( << ><0 ~' X )(XXXXXX)( X Xu i X'X ')( X'x X xx x xx x x x~ W^ ./( " X ^ ^ x ;x ^ x x ;I. ~xxJ<..r ~xxxxx~:......., , ~: >< xx X')(xxxxx Xi ~>'Y ~~y l( ?S(< x ")( ')()< >< >< >, ?<<<X~ ~, : ....-- , 9 10 5 ~ ~ 1/2" GATE FRAME TYP. I' I '\ 1 I I I I I I : : I I : : I I I , I t...l I , L...J I I I I I I I I , , I I I I I : : I I 1 I I LJ I I L ...J lJ :3/4" SLEEVe ! 211 INTO PAVEMENT r;3\ - <AS - <:c ~?-ICA - . ~ _:.V A-IO \j ~ 1/2"=1'-0" I I \ I .. . --{'-- ---{'-- ~es l:L- ~t ;q- l) UJ I UJ-I 4: Li1W b U) -' ~~ 0) t< .-Z frj~ >3 CHAMFER CONG. EDGED ~.. 14" SQ CONG. PEDESTAL I i I _ _...1 I J" ~ C\l I ( I I L ~ .. ~ t.. _ _.L _ JJV_ _ J, l<). .. 13\ JG--?O -E 3'-3" SQ. ' ~ 1/2"=1'-0" . FINISH GRADE FOOTING ON 4" MIN. OF COMP AcrED ROCK () 9-6" '. y ~\lJ n ~..- / ROOT BALL 1:,' ~=:...- -J /) -- / (:3) SUPPORTING ~ 1/ 411 CONC STACKS ~~X~l: ;I~o't=G -=. _ 't---- ---r J m '. ~ ~ SIDEWALK TREE WELL .~~ 0'..011 MAX ~ . ~ 51-0" MIN 9 t<) . .. 2" W""-'="='= S'=C"-"'O\.I 8 ,,__ - " ~ A3 11/211;::1'-011 Nt) I r:S: 1) 2" DJA STEEL PIPE WI P5-2 SEMI-GLOSS ' P AINrED FINISH (2) COATS - BLACK 2) BIKE RACK PLACED ON 411 CONG SLAB WI 511 THICKENED SLAB @ A 60L TS OR ON TO EXISTING SIDEWALK , 4 112" .. ~ 11/4'~ ' 11/4" ;:::: # !-J f J t...-.; , -' .; ~-:C I - . -0 O' =" N o ~;::: o :: "'" . \ '. ~11/411 DJA. PIPE ~ ~ )~ 1/~: @BASE PLATE ~ ~ 9 t<) ---0 3" ~'-I~ .~' ~.t I ~ 1-. , , 1/2" DIA X ZI' AB. ~ 4112" X ~ 1/2" X WI VANDAL 3/8" STL PLATE RESISTANT NUT-TYP " ~-i 1 I 1111 . ! nil , . > . . i+ ~ _OO? 3~<:' ~AC( ~ 3/4"=1'-0" 4'-7" , ! 71-4" ,;' .r-PRE-P AlNTED . 11_4" /' -: 24 GA GALV. CAP . /' /2" CMU CAP W/ -=--------< / 2" OVERHANG ~ ..it-"1 @ ENDS ~PLIT FACE ~ CMU-GREY .. ~ROUND FACE / CMU-MOUNfAlN /' .. BROWN Ie . t 1'-411 4'-8" . t N --==- ~,", ~ ;::: '- ~~. ;::: C\l t"-, \ ~ ,~, t t<) 811 ,; 8" ~ . . 07\ ?ROJ:'C- S~G \J :. _:'V A-:O \j W 1/2"=1'-0" r-LAf~?BF~ > LANDSCAPING . ' V ARIES, V ARIFY ON SITE PLAN W'o SLOPE > ..v \,/ ~ 'J- . . v -:' .: : . v':' ': : . v -:' ' : .. ; . , .. .. . : ': ,:~' :' ',:: : ': .:'~' :' ::: : : :"~' :' . :,' :-.:' ~:'.~.. :-,:. ~:'.:: :- '"t -: ' : : . v..: . ~ .: : . v:: -: ': .- "~' :' ',..: :.: .\' :' ',:: : .: .\" :' ... . :-. :' ~: '. :.. :-.:' ~:' : . :-, ': : '\ "4J1 CRUSHED ROCK 85'0 COMPACTION f4\ SI):.WA_< ~ 11/2"=1'-0' . r L~ \ PARKING WllHD.M.V. DISABLED l'KRlVlll. ONLY VIOLA TERS SUBJECT TO TOWING UNDER ORS 811.620 AND FINE UP TO $450 UNDER ORS 811.615. ~ ~ V AN-ACCESSIBLE '" , (6\A)A='A<<bG S'~G\J ~NTS / '\ - ~= _A\J= \10 :)A~ < \JG " ,/ Nu I t:: ARE LANE SIGN TO MEET SIZE AND Lt I I r:RING REQUIREMENTS APPROVED BY SPRINGAELD FIRE MARSHAL ~=r <:. -A \J ~ S~G \J ~NTS PRE-PAINTED 24 GA~ GALV. CAP ~ ~ .. /~-P) SIMPSON A:b5 WI 2X6CEDAR ~i.<t ~~Ei:6:~-w~~ ~:~~~ MATER~L-TYP CONT. SILICONe .:' '( I 1 : CALK " I.' ': ~'l I : : I -,: I 1,' Pi'CMUW/(4)#4VERT~ ~.~ I .' & (2) #4 HORtZ ~:. I "; I I,' ,'I . . : " t .t :' 1 . 1.' ::.~ t ';. :: 1- : 8'...8" X l'-4Jl X 81~ ,::. I I,' FOOTING WI (2) #4 ::'" I .\ ~ J-l : , _. _ L _....: ~?<OJ~C- S:G\J S'~C-IO\J ~ 3/4"=1'-0' 7'-11" . ' CORRUGATED ABERGLAS:t\ SLOPED ROOF j ,~ ! ~ II II \I \I II ~ 7.~61. \ n' \ ! II' 4xe JOISTS @ 16" OIC ..~. 2X4 P.T. BRACES /1112" BATT U~,~ / ~SON n~r: ~ 4X8 D.F. NO.2 FOHC 7'-0" , ' ~X6 D.F. I:::. P .T. COL. -TYP ~ ~ ~ elf) .~ y - " ~'" -_/ 6' 4t-..-.. ~ ~ \ . '-I' . ~ '''- r.. j \ <:Q 0'\ 3~ <:. COV:.< :. _:'V A "10 \J . W 3/8"=1'-0" to ~' ~:.~. A - ". OO'oCOMPACTION-TYP 3/411=1'-0" AT ALL SIDEWALKS (ADA PARKING SIGN SEE DETAIL 91 A3 181-0" 6'-01 4'-0" CORRUGATED ABERG LAS 5 WI 6d GALV NAILS WI NEOPRENE WASHERS @) 8" OIC rX2 6A~ @ 1211 OIC ~ \'" C\l 1/1 1/( -vr J " J ~ 31/41lR ~ I: 6".. 1'-0" -'" 11/2" . \' FRONT OVERHANG (]) ~~1~; V1 \J CA ? 4'ICONC SIDEWALK W DETECTABLE WARNING STRIP 6" X 101 CONGo CURB POURED \ 6" I WI SIDEWALK \t .' \' \ '~ ~ , $2 - . ~ , , , 11-tr- ,:'\ .' , ", .1 b .1 10 SLOPE 1:12 > /"'t -\, - " (...() ~ 5'.0" ,~ r"SL- ----I : } I MAl NT AIN 611 CURr;-!1 I 5'-01 TI-tEN SLOPE I I TO LOWER LEVEL I I I I I I I I I I I I I I ~ I I I I rf''-, I : 0~: I I , I ,_L_______...J b -' ~ ~ ~ -, '--, 9'-011 . . 51/2" 10d GALV. THRU 2X2 D.F. P.T. BArrs @ 16" ole ~ t: ~ # \ ,/ /(2) SIMP ~ A35/JOIST l.u/" ~,-4X8 D.F. ~ ' "NO. 1 PRES. ~ , TREATED ,.'" ~I 6" t ~IMPSON I3C46 11/2<1 , ; BACK OVERHANG ~ r4X6 PRES. TREATED 5/PJ' fIJ X7'~ ~ ;-SIMPSON ABU46 EPOXY 60L T \ I \ ~. ~T ~ I , , n ZOO . \ r .. . 1'-6" SQ 1 5" CONCRETE PAVING AT PARKING LOT WI 811 CRUSHED ROCK @ 95'0 COMPACTION ..... ".. 6'-on 6" . . ~ .. ." 61-0'1 /' -1'-0" (]) <:Q l " '" "1!' . , ~ SLOPE 1:12 <( 9 (,0 on (...() <:b r:]-O" ," r---- ---, eo , . ~' , . I I " I~AINf AIN 6" CURB: " ~ I 5'-0" THEN SLOPE I I TO LOWER LEVEL I I I I I I I I I I I I I I I I ~ I I I? I : C~ : I I I I L_______...J. 61-0" 9'-0" , . CD ~~~"P A< (I \JG & 51 )=W A - <<A v1? ~ ~ ....... ~ u 5- ~ ~ -< ....... ~ ffi ~ ~ ....... U ~ Z 9 ~ J,tJ ~ " ,Q t!) ~ ~ :--; ~ U 00 '" t-... H ~ ~~ ~~:--; ~ Z ~ OO~ ~~~ U h~'- ~~ ~ t-.1 0 ~~O ~ ~ ~ '-0 '"", ~E:l~ --.~ ~~ ~ ~~~~ --C ~~H' ~ 'O~~ .~ 00 V) ~ CI:J OJ r:J:J ::J o .a ~, .0 ~ I ~ u~O\ Cd ~ ~ OJ:jO .'1 en ~ Cd "'C ~ r:J:J~O ~~rci' ~~t-'C 6 ':i=J .~ ::;\04-4 · 0 co '. I en ~ ~ .....c ca~J-c [ l~~ PROJECT: 0604 DATE: 10/9106 DRAWN BY: JRI AS DESIGNED BY: AP REVISION: ~ t:} ~ o ~ DETAILS :c ~ < ~ ~ ~ t:i \~ ~ @ SI-J.~ET 3 OF 3 A3 j I ......./'. ',' " " : EXISTING ARE /: ;HYDRANT J I i' -. - - -0- - ...... ...... " a ......, ~ j N .,.- ...... ~ ......, ,: ", ...., " ...... ...... ...... " :-'1 / / '.' .' .' .' .' .' .I', /, I : f,."W <', ,;:::f' ;:::;. , -r I - = '. ..IJLUEBELLE WAY t. 0:::::::. /\ . -: .~ C) I J r \f ,~, / . .... {. \ .' '. '_~ AJ .",. ."'Y". \L ..~..: ", . '<=-_ . " " H" :: :ri' , . . '.. . . . ..... : ..- . .. . -- '. ,~..... . .... ~, ..~ S' . .' d J.. ,. " .......' .: -: .. I.' 1 ~ . "--- . IC: . .t. '- ~ .... "" .. . 1m . '" \ ,'4 ~... '. . . , \ ". . .4.. - -r- ....~ .~ !:,!\:j8: ~. ...... (,~ . ~.~. 484 --------- r:: ~ - " . I . ..... ..... ..... ..... .... ..... ..... ~. .... , ; t ! ~ . ; .,' , . '/ . L...... ' .' ,,- '3- " ~ .,{~ / ,/ / ./~ ,ti , .~' E-t .00 "C r:t .' C\l .~ J , .... ( . . 00 .. J ...... ....... " ..... ...... " ...... ..... ...... I I. r -. , "10: ...I .; . 4' ",BLDG B ~ ,BLDGC ,tb :- FFE=485.00 . ,,,,. ttt.=485.00 ,,3061 Sf'3, . . ~ ." : .~'. .' in . (, \ . i" , f. -i . \. _ '.../ · , , , /:2.38 (~..: : / I,.;. ,,' "l .;.:: .'.; ~~.,---- /;'l>I;..... ,~r 44 i. .l...ft'. ,~.::' .r..~ /t. '.- - .. '." ." . 40: ...... . ... ". 4 . ~ ~...... , , . ':' .'. . r r . .' , '. . . ' . ,. , . '.:.. . .' - . . :it : .":. . .'~ . ..,... .a.. ~.' :. '. ,~. .' .' ,,":" . c.. . .~. .... ." ..\. : ..... .' 4..... ~- .' "f . N ' . . ... . .. .. - " .. '4 Q'" ' .... .. '" ... '" . . ... /'/ :.: \~) >. ;~ f. .. '<IIl-"'1/lA'. 1. s~~' '0"': :;. '.~, <~. '.' .5-0.2~." -' \~. " '::4:1, . . ,.i.~:.....>: ..To..:. ' ~ '.i "If . . _ :., ~ - .... .,'. ." I ( ~ "" 4 ~ UK - /. . _ ~'_ ,'..;. , .;.s ,/ ~. 485,25'," ~h. 'ie · ~II:", '~~ .~~:,. . " ','- BICYCLE r ()485.1/~...... .' 'aI'.h, '"r"'e.. . .... .. ..~.:. . Te.. .~., . .-. " ........... ~.. . '. \~ .....;.. '4.....::,~.:..: .~.~..BICV,CU. ~.' iiADlIlNG .:~C. ",: '..;;.' ,": ": ':~. ~ :"~ . . .< ". , .. '..' .' .~.,. '.' "A'~"" ". .~ ~.' . -':.'. _____' .~.a. ~'., 484,69rl' ::.: -' 484.M r~ I< ~~':,~ ~ . u' '. , :/ ~:~~1; ,,~: '~ ~~ .J.~~ ',., ~l. PARKIN\> " . ,. EX. TC" ", /' ow :r.B1~;; ~";.: ~.~ I ,~ ~. :':~: :.86 ':: ~ (> ~ I'\~ ~bl + TC. ': :~~.~3. ~~;.~ ......, ;:'1'"-, .:., , .;:.. : ......,. ,~ . ,".'.. +" "f .' t'" - JO!Z ~. 8 8 8 \ ~.78 R=3.0' R=28.0 ,.:.~, ....!... '-:- s! Jg ~ ~.'\1~0 LF0 " , ~.OO -,,~i4 \R=3.0.J " , 0 TC~ 28 LfCi) /' ".': :;.. .~ . ~~,~' ~7~ ~~ -R=50.0' '~IBI ' \ ' ' R=3.0' 75 Lf0 ~60Lf · .~ ' '. ' ,. ~ N T4'. ;/ 484.58. . '.~ e. i 41i85~52' ~c .45 . 0 '0 I to :~ ':-" . '--= .- 0- j. t BW 483.81 ",. , " t "r' GRATE R=3.o-- · R=3.0" ~5,58\ R=3..0 .1. . . ...., . "'" 285 SF~' .~4.6 ~ '~' 4 ,54 SF@ ~ . ~4'jg/'.j:. @ .~5.00\ ,8. ~ 1 ~~, ,?~..:._..._R::~~~'\; '93'SF~ ..\.. t ,485.75/ \485.-15' \485.75 \,::::.J 296 LF (2) · ~ 'TC TC 10.490 SF@ TC LDGJ. ffE=484.57 484- 'J'~ . .. , ..1. . .. . . . 1 .' ... , . . '. :t' .... '.t:, . \ - c. - [E1 ~ ~ SCAlE: 1.=20~ 20~ 0 - 20' I, 40~ , C) CONSTRUCTION NOTES 1. CONST EXTRUDED .CURB AS PER DETAIL REFER TO SHEET C4~ 2. CONST- MONOlITHIC. CURB, AS PER .DETAll.. REfER TO SHttl C4. 15. CONST 2.5~ AC ON 12- 'CRUSHEDROCK. 40. CONST 4.' CONCREfE OVER. 1- CRUSHED. ROCK. 41. 'CONST 6- CONCRETE' OVER 1. CRUSHED ROCK. SO. . CONST DRIVEWAY APRON AS PER CIlY OF SPRINGAElO STD~ DWG' 3~ 19~ .57. CONST ADA COMPlIANT ACCESS RAMP. . .97. RELOCATE EXISTING SIGNS AS DIRECTED IN' THE FIElD. . . 444. 'CONST BIO-fILTRATiON-SWAlE AS PER DETAIL REfER TO SHt.t.J C4.. LEGEND SF = SQUARE fEET LF = .UNfAR ttl:.f BW =' BACK OF WALK ,fFE = ANAL .FlOOR .ElEVATION FL = flOW UNE Te = TOP' OF CURB' LEGEND OHE EXISTING . OVER HEAD ElEe.. GAS. . EXISTING GAS PHN .EXISTING, .PHONE UNE 12\V EXISTING. 'WATER UNE [WI EXISTING WATER METER Q9 EXISTING WATER VAlVE .0- EXISTING ARE HYDRANT S. '8'WN. EXISTING WI\:) I t.\VAI tJ( 5'"::> I t.M. .@ .24~SD '., EXISTING. STORM., DRAINAGE SY:>>ltM <C) . EXISTING ClEANOUT @ EXISTING. AREA DRAIN. ml EXISTING CATCH BASIN . . lEI EXISllNG TELEPHONE. PEDESTAl A ~ bOClJo ~ t.( ~ ~ IS!:: 00 (( ~ (.) ~ ~. ~~ ....... ,,0 E o~~""o o~. ,-- It) CJ N" 0). '" ui CD It') .- W NIt: . t: . 0 10' 0 :;:)~~oaE U) ......... 'lilt' "'C ...... c: "":9,*~g . . tf) LaJ It) . "'It' O. . u:'-"anfn o C) .. '-"0 oZ ~ ...@ IX) 0:.0 ~ ~ t")a.:c&..a:O (J) 0.. ltl . CI). ()) (J) ~ ~. 0 b)' 0 Q) ~ ~ ~ <':) cd ~. ......-I P-t ~ b-O _0 ~ ~ -> ~ ;;b "i-) .. cd ~ t:\-t t3 ~ 0 0 ..........-.... o. .~ u b-O ~~ Q)' ~ t3 ~ · ..-t C/) r-c t3 ~ cd ~ ~ ~ "'" ~ ~ CD Q). .~. ~. · ....-t ~ .Q) 00 .~ .~ ~ ~ .R. ~ V) t3. ~ ... ~ I' II ~ f;) -:.- I .... () '?,Z I' t). ~ a 3 Q: If rn Q r;;.. . ::E o (I) ~ >= CQ t.Q Q Q ~ ~. '90. ~ .~. ~ ~ :;.: !i! ~. c:Q Z ~ Q' ~ o .... UJ ..... > ~ SH~~T C~ of 4 LEGEND' ..... ..... , ~ SCALE: ,11=20' -0- ~: 20' 0 ~ "If &: ST STRUt;rul\E TABLE EX. WW'MJ1 ,.... . WN CO #4" '. 8- fllN (N)=475.26 .6- Fl .OUT. (W)=479.18 S- FL OUT (S)~474.9t RIM ElEV.=484.9:f: .RlM ElEV=483.90 C> . .CONSTRU\;]:tON' NOTES EXtSTING ARE HYDRANT ..... j ...... ..... ~ .....~ N ." , J :i? t ..... ..... ..... , \ i' 1 I. i l I , ,p/' ;:::. :.../ .'.1 .' .' .' I .' -' .'....., &'W' EXlSVNG.. OVER HEAll ELEe.. BLUEBELLE'WAY OHE GAS. .PHN. 12\Y 3!4'W S 8"WW ' G' a-wN · (@ 24"50 ' @' 24"sr ' EXISTING GAS EXISTING' PHONE UNE . . EXISTING WATER UNE PROPOSED WATER UNE lWJ . . EXlsnNG WAItt( M!;..tJ( Q9 EXISTING WATER. VALVE: . EXISTING . FIRE. "HYDRANT EXISTING' WASTEWATER St~ltM ':, PRO~OSED WASTEWAIt.t< St:>ltM EXISTING. :STORM ..DRAINAGE.' .SYSTEM. ;,: J: N - ~ "' t, , 3 ..... ...... J, , ~ , } . II PROPOSED STORM DRAINAGE SY:'Jt.M (C) . EXISTING ClfANOUT. . o . PRO~OSED. ClfANour . . (jJ EXISTING AREA DRAIN o . PROPOSED AREA .DRAlN . l!!! : EXISTING CATCH' BASIN IE] EX15!lNG TElEPHONE PEDESTAL .~ ". ...... ..... , ,/ L.....~ ., ..... . -.;- ......... l/fA' :to< , ~ , N ...- 3 , :r , , .....r , , j ..... ..... , ~ i . i . . CB 12 97. REMOVE EXISTING POWER POLE. 444. 8" Fl OUT (NE)=482.44 .240. .CONST STD. .W~It.*ATER MANHOLE. .-450. GRATE ElEV.=483.94 .250. CONST WASlEWAltK ClEANQUT AS PER DETAIL REFER TO SHt.l:.1 C4. 478. CB 13. 260.. 'CONST ,TRAP .DRAlN ,AS .PER DETAIL ..Rttt.R TO. 8~ Fl OUT, (NE) =482.48, 'SHt.t.J C4.. 479. .GRATE ELEV..=483.98 279. CONST .- PVC W~lt\YAlt.t( PIPE, ASTM D3034. WITH . RUBBER GASKET' JOINTS AND TRACER" WIRE. . ,480. ST CO #1 2BO.. CONST 6" PVC W~It.\YATER PIPE. ASTM 0303.4 WITH: . 6- Fl OUT (W)=482.73 RUBBER. GASKET JOINTS AND TRACER WIRE. 481. . RIM ElEV.=484.28 281. CONST 8" pve WASTEWATER .PIPE.. A$TM' 03034 WITH RUBBER GASKET JOINTS AND' TRACER WIRE. . 482.. ST .CO #2 400. CONST STD. STORM DRAIN MANHOLE. . 6" .Fl OUT .(W)=483.58 410. CONST ~HOLE W/STORMWATER .MECHANICAl' AUtI(. 510. RIM ElEV~=484.90 412~ CONST DUAl.: CHAMBER' CURB INlET AS PER DETAIL REttt< TO SHEET C4. An61 440. CONST .AREA DRAIN AS PER DETAIL REFER TO SHEET . 10. Fl. OUT (5)=481.07 C4. .GRATE ElEV.=482.50 . CONST CLASS 6" ROUND ROCK' OUTFAll .~ I KUCTURE. CONST STORM',ClfANOUT AS .PER DETAIL. .'REFER TO SHEET C4. CONST 6" STORM DRAIN PIPE. f5TM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONSl 8" STORM. DRAIN. PIPE.' ASTM D3034, WITH. RUBBER GASKET JOINTS AND TRACER WIRE. CONST 10" STORM DRAIN PIPE, ASTM 03034 WffH RUBBER GASKET JOINTS AND TRACER' WIRE. CONST 12" STORM DRAIN PIPE,. ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. CONST 12- ClASS Ill, ASTM C76 CONCRtlt.. CULVERT. BEVEL ENDS TO .MATCH 3:1 SLOPE. CONST "*" WATER tAt-Itf'<. WW, MH' It 8" fL IN (E)~47.4-.12 . 8- FL IN (N}=474.62 8D' FLOUT (5)=474.52 . :RIM ElEV=484.4o. VNl. UH 12 6# Fl IN (E)=477..36 s" Fl OUT (W)=477.26 . RIM ELEV.=475.59 . WW .CO. .D5 6- FL our (5)=480.05. RIM ElEV.=485.0:l: TOil 4~ FL OUT {N)=479.42 RIM ElEV.=485.2f: ST MH #1 12- FL IN '(E)=480.42 1 S'. Fl IN (N)=480.42 15- .Ft OUT (5)=480.32. RIM ELEV.=484.35 51 MH 62 . . 6!' FL. IN (E)=480.9'1 10. Fl.IN (N)=480.91 : 12. Fl OUT (W)=480.8.1 RIM ELEV.=484.28" . ~. co. WW CO #1 6# Fl .OUT (W)=478.78 RI..r ElEV.=484.84 ww CO 12 6# FL our (5)=480.10 . .RIM 'ElEV~=484.6:1: NOTE:. . THE . INLET . AND .OUTlET OF THE 12" .CULVERT SIW.I.. BE CONSTRUltltU @ FLOWUNE OF DITCH. . CON:> I KUCT St.lIlING BASINS AS PER DETAIL ON SHEET C4 AT INLET AND 'OUTLET 'OF .PIPE.. hJ X o .~ (:) CO #1 WW CO #3 8" Fl OUT (N)=480.83 I EX WI MH . 6" Fl.OUT (W)=480.67. GRATE ElEV.=483.81 ;/ '@ST CO'5 RUA ElEV.=484.9~co~ I. rl' ... 14-3/4"W J 10-3/4"W .., In '3/4"- I .:~. RD \.: .~:': ~. ';;: .~. ~'j. ., ':"'N. ~,"< 'L .~ '......-L \rl .';)q J( " . .1 IFF. F::iI:' v F..q-. ~ ) ~', ' · 3/4-W ." - . . v jJ: v 'j: .:t. r ......... v " . .., . , " . ,. CD......... v N......... ... en' t") . ... v t") ........ 0 t") . . ~~78~ 85 LF./' 4 0 t") "It' :::::. "lit; ~ 0 ~ CX! <0 ~ N N"" Cl:! 1m' '.. .". . Pi t"i r, ~'@ ~ .-, ~ ~ q 'ci "lit; g w ".4 . .. ':ct= 0) ~ m ., 97.q. 0 ~ O,.q. , (450) I ,. ;.. \ . '=-- 4"WW Fl=480.02 JI . . ' II !:; II 97 ~ / II !5! 2!, ~ ~ \WI' CO f}t ~~50~ Sf CO 3 450 , ..... · :'C . Ii' U ~ U ( ....I 11 L&. n LI.. ,I ' ~ :;.~: 3/4-" .Rl1_ -- , ~.:' Ii! . Ii . La.. Ii ~ Ii RD . ~ . ~ ~ :1" ~: . :-~. :.~'. . lE~ fi9 ~ E ~ ~@ST .OJ oE 0 ~ 0 ( ~ ~ 0 E I 6lI3/4'!W. wk. ~a: ' .' ?= : ~.. .l .q. &1 .- . ~.. ~ ' 't" .' t~ c:: I . - -..;f- c:: 11 . . .WW co #2@.' .;-- .'. q. · ~ , I ..... r. ," .. - " ....J '4' \ ' ... J .,e::. . ' . 0. co " "... ~ 4"WW FL-47907 I 9. ' ,. . ,.~ ft': .. J . . r!!. ~ " · .: .... ~ ....1. ..,; .. - ~, - - , '; .': I . . ,,- ~ ';-1' '- _~. ;. - "L., . --L- . .r; . . ... o~.... ;!::; . .- ~ I".'" ,,,i,... "*, .: . ~ 4-WW FL=480.43 ' .!n ~ -.. .3/4"W ., RD · · ~ .-,. \', ....,.. ~.....: : ~ I~' .... " '.-'. ...... ". .. h'- ". '. : I'. . .. · . .... . . ..... " ,: ~.t : ~U - -I':' . DITCH.: ,~.~. ~~ L.r (.-:=>> ')\&:F (:l80) ~,.~: :;"~:~~" . - ~- oo~:;:\ 911 ; l~~~ ~ ;-;- ,'~':: ,:" . F ~~ ~~~ Lf@)'" ~. . '" . - . R.=482.00 . - ".~. 470 '" t- nnw " : . , '4 ../ "-'" '5-1. : -:-,>, - ~ S~ 1.00% 1': .... ., BM.K OF 18 I~. _ ~ 4'WN FL=478.63 · - .~,;. ...' ,--,.,J- .UU-A '--" ,/ .'. .60..: .~ . '.... '. " ' . ........ '... 1 :......-;.. 281 5=500%....... . . 1:::::,..... ... . ~... . ~ .'. " '.. : · .... ;:. \. '. ... ~:-:1 ~ -:or-- L C\ 3 @STMH #1 ~ ...." · 3/4":W @'ST t.lH~': :. " 'I~:~.' I \ A) ~B> : :.~' ':. " '-27 U'482) .lo. ~~ .l..i . :.' , pi c ~ 412 . , 410 : . '2.~' . - . ....: '-.:.:.; ~ ~ ~ · - e ~. fr 52 LF 279 j., ! . 4"&11.. J:1-4776 . ~' : - . . . . ~ 8 fL- 444 ..' "'~" S=l.00X I. I . I Wft. ~ - .. .' ..... ' f:l, 4 482.,38. ' - , . .~ . ,,' ~ . l '. ~ . , . ~ a.. . ~ 32 IF (~ ~..#. . ~ ,,;. ,..: RD , '. E; I.;;.j" . . . ,', ': :, ....., .':J "@. 5=0.50%~ . · . :;.. , 3!4"W . - ..~ . ~ ~':: @78LF1'2Sf .~. . , '8! : Sf@)@ST CO R~ @~ LF . /~YNi6 C~ 1f1 @j.\..!I..STCO 12@.:t< .,-.. co A- ... 5=0.50%.. 5~1.00x 5-1.00% ot-. ." '. 6"WW FL-47988 . ... 00 '4\ ~ ~ I 8"WW.. .Q c c 5"WW ,t "':" · -. ~:~::! ~~ \CB~ h j \~"'~.3/4"W...~ \~~ 1 . '4-WW Fl.=480.05 ~.' .: · \ . RD .. 00 I' '... ! \ " . \ ...'.. - .<; \ \ ,. , c. \ YNi t.lH h.@ \ 127 LFS=2.00% @ WW MH a @ \ 71 LF 5=2,00% @ \.'" \55 LF 5=2.00% @ lJ \ '" 21 LF @ . is TO 11. ~ 5=2.00% . ~ . tr . [E) ~ 00 . I 20' l 40' I ! ~ . b.O fI.l 0 '..Ej fU ~ 1l. .! c~ 8 S:S'OO O~~ .~ s::: o .CO , J .,0 JIIIII- ,.....,0 e. 0......0)1"")0 o ,q. ,.....,. It) (J .NI" en N ui' m I I').e ~o: g J,'o =>>o""'ooE (f) ..........,q."g .d'-..........g ~ ~ ~.- c::: en w It) ,q.' 0 . . i:i: '-"" U") 0) . a C) W '-""0 02::z ..0 oo.iEo~~ , t"') Q.;. r' t.&: 0 UlQ.. . ~. rJJ -,.-I' .:;... $-I o. ~ $:I 0:$ ....... ~ ~ .1") ........ ........ . ..... .1") ~ CD .~ . ..... 00 CI) Cl) fI) ~ o .-e: ~ ~ ...0 >t 1:3 t3 ~ 0 ~~ t3 f/) t3 ~ "'" ~ .~ ~ ~ t3 ~ ~ o t)) Q) ~ o ;r.,. ~ ~ o U' Q.) ~ ~. '"tj .......:a Q) .~ ~ ~. .~ ~ ~ ..... ,.... ~, I ..... 0 ''( :z; ,.... 0 ~"a ~ g: "& II . .- . .~ ~ >: :c m tQ ~ ~ M ~ ...J ' ~ I ':I: :E' (3 '0::: 0 ..... .:i= (I) . ...:.: ".. :;.;' a:l to ~ 0 ~ ~ ~ u. ~ ~ en 5 ..... en ..... > ~ SHI:;I:;' I' C2 of 4 ... ST STRUCTURE TABLE Sf MH 61 '.... ......... . '.' .....-.CB'#3...-....' 121t .Fl IN (E)=480.42 Sit FLOUT (NE)=4S2.48 151t FL IN (N)=480~42 GRATE ElEV.=483.98 15~ Fl OUT (5)=480.32 RIM ElEV.=484.35 sr CO 61 61t FL our (W)=482..73 RIM ElEV.=484.28 ..... .......0 E o.......~",o o......~tt)~ t'oI....... "'," ('.I fn CD ,." .E '~.SJ,o ::>25~QJE (I) ..............."C __ C ...,:ov-;:-gJ (I)rd&O~o -"-'U")cn o .~ .. "-' "0 02: ltJ ..@ co 02 5~'::;: . , ,." Q. ::I: lA: 0 . (1)0.. g , ~ ~ CD S.S co. 0 o is! 51 MH #2 6- FL IN' (E)=480~91 10. 'FL :IN (N)=480.91 12" FLOUT (W)=480.81 RIM ElEV.,=484.28 Sf CO #2 61t Fl our (W}=483.58 RIM ElEV.=484.90. I} j - ~ ::;. "),,/,,i . .. ".. ff . . . AD61 10. FL OUT (5)=481.07 GRATE ElEV..=482.50 CB #1. 8" FLOUT (N)=480.83 GRAlE ElEV.=483.81 SC4lE: 1.=20' 20' I, 20' 0 - 40' I .BI,U:EBELLK 'WAY CB 12 a.. FLOUT (NE)=482.44 GRATE ElEV.=483~94' ' ~ LE'GEND EXISTING OVER HEAD fLEe. EXISTING GAS EXISTING WATER UNE EXISTING. WATER Mt.Il:.R EXISTING WATER VAlVE EXISTING FIRE HYDRANT EXISflNG Wk>It,\vATER SYSIt.U' .EXISTlNG STORM DRAINAGE SYSTEM .EXISTING ClEANOUT EXISTING. AREA DRAIN EXiSTING CURB INlET. EXISTING ~JKEEf UGHT EXI5nNG 1V PEDESTAL EXISTING, TELEPHONE PEDESTAl EXfsnNG GAS RISER EXISTING GAS VALVE .UTll .GAS ST CO 15 \. :::::::- "- t , '. , , ~'l .. . ..., . . 4 ~i " . :. ." .' , ..... .~ . .n:' ".j*;" ','" '.. ,~:"" ....~,.....b. &. 4 .' ..., ., . ' '. Jt-:' . . , ... ,... . " --t... : I \.~ .8"W . ...:..:l ..: "n- lfl f.W) Q9 -0- CI)' Q) CI) ~. o .-c:'. ~" ~ ..0 :---; '". " ." . . ". - . ' Im "" ... 4 \..~' . .. --.... -. :!:.. . ~ o t)), Q) ~ o ST co 13 (~ <b :~ ( ~ ~~~. CQ $:I o .. I I "... ed ........ ~ CJ ,....... ed o CD .~ 0 bO~~ ed ~ ..$:I v e..-f C/) ~ d ~ ~ s ~ J:-I '0 ~ ~ 00 .~ ~ 8 ~ -II- . Sf _:0 .14 '. :..:J....{'. I ;....r... ot 'j :. ' .~ ...:' .~... · r-.. '. . '..". ~ .... 1 tJ~ ~ . :. . . I... .. : \ ::" ':' .: . t ,'r' , ~ bo · , .. 7' . " . . ... :".. . .. ..' .' ..' . .. ..... bo" . . . ... .. . to' '. :.:.., :.. "'... . , . ~ "": . :'. '~". ...:.: I'~ ~:4~": ~.., I' ' ' ~~_ "4" ~ ....,..:-. .. : . I ..~.bo. ..; .' ,~...: ' ~ . ":. .~.~~ ;:..~.f..;. ~. .~. ~~~~<':"~""'2~' ....:..~. '~:rb1 ~:J;':'~;":':': ::<J~: - CB ~ - -. ~ . ~. V .. ';,- u.... ~ . .... .....!< . ~ . r ' .' . .., - Sf co ~ 6-Sf e -a"WW @ -24.50 ...!.. . ~',.' . '. r.:.-: )- ".' .m::' ...\. .., . 1. '.- ' .. ~b. I . ... (). ,. . ..;.'", ~ ~.' : .... . . " .,. . . ":" ::. ..,'. . .: . · ...... .. . ~ .r ea.. . . " . . ....... .,' '. . , . :~ . ~ ~)".. ~((... , . . Xl,,': ~ <- ': 11-: "":- . 4Il...... ' ( ). . 4' .'. · ..... ....:. . b . ,,:..: bo '. , . .... ..f t;:J.' , . . .. . ~ '... ~ '. ST MH ~. '. ..' ': ~4 ~ ~' . ..... '2 . (~.; 3" . .~.. . ... ,1J . ---:-;: -. ',.. T ..io.~. ..:.- . 125T- '~ .~ I (C) - .' .~~ \ \~. lQ] * III rEl ~ 4,' - :. t ~ ~ '.. 'f. ~. . - ~ ~ "'f..;) ~ o t...) -.' - : '{j d ~.. /. L':. '- Sf UH ~ I ... \ I. . ~;~ :~ .. 'II , -~j ':"'" / / / f'r ,I. - , C>> ~ t3, ~ .A... . . ' ':< .~ Sf co #l. , ': ~ iY . ~ . to. ~'.... . u;-: E-t '~ ~ ~,' E-t tI.l "C r= C\! ~ 6-51 1'.: . . \CBR Storin System Narrative: , , , \ CB ,~ , . ,4:' ~ .' ~- P= ~ ~~ .4 . . It"". J The proposed storm droinage system is designed to serve the proposed' development . The storm system consists of catch basins that will collect parking orea drainage and lot runoff. this' flow will be conveyed' through a piped system. The eost port, consisting ,'of 54% of .the ,parking -'area, .will flow.into .the proposed ,bio-swole 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 pert~lium products from the runoff prior to the flow entering the public. drainage syste.n within S. 42nd Street. Preliminary Drainag~ Calculations (Rational Menhod): ., .. ~ . "ti ~ Q) .~ ~ ~ .~. R.' V) \ , ~ , .~~ ~' \ . 00 ,~ /. , , , , , , ,., / ._~ . .. I, .. , , , ~, lJ I: :c 00 0 Project Site' Area = 0.90 Qe. Runoff calculated by use of the Rational Method where: Q = CIA . Q = runoff .in cfs . C =. runoff' coefficient , I, =, Rainfall intensity. in in/hr A = runoff' area in acres ....J C ~ "'Ct N. ...... II ....j ::J: ::E co ...... lit S D::: C 0 tr) - 3: (I). I :;; ~ ... 0 ~ ~ a1 I"") Z e >: ~ I fj! tQ " 0 ...... {j ! ~ ~ ~. ~. ~' ~ ~ rn ~ 0 Q.. ~ Calculation Variables; Existing Condition runoff coefficient = 0.35 Developed Condition runoff coefficient = 0.90 (impervious area). ' = 0.70 (composite coefficient 'for impervious 'and landscape oreo) Rainfall Intensities: 2: yr t = 1.60 in/hr 5 yr I = 2.15 io/hr 10 yr I == 2.80 injhr 25 yr ; = 3.45 in/hr Water Quality I = 0.25 in/hr Colcutatlons:, .Existing : QZ ~ (0.35)(1...60)(0.90) = ,0.50 .cfs Q5, = (0.35)(2.15)(0.90) == 0.68 cfs Ql0 = (0.35)(2.80)(0.90) = 0.88 cfs Q25 = (O.35){3A5)(O.90) = 1~09 cis . HYDROSt.!:>> UIX REFER TO' ARCHITECT'S . . PlAN . FOR Pi.ANTlNG INFORtAATlON, VI . PIPE SIZE ; . PER PLAN . ; . ... 6' MINIMUM lOW. FLOW CHANNEL ,REFER. TO ARCHITECts PLAN FOR PUijfiING lNFORMATlON 3 .l 6. MINIMUM ~ .... - cJi ~ ..... !'!a > ~ in N Area to Bio-Swale = 0.13 ac. (C=O.90) Area to Piped System = 0.77 QC. (C=O.70) (Bio-Swale}Developed: QW = (O~90)(O.25)(O.13) = 0.03 cfs Q2 = (0.90)(1.60)(0.13), = 0.19 cIs. 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 cfs TOP' STAGE (NORMAllY' DRY) . 1- 1 '0.05% OR GRtAltt<. SLOPE FOR DRAINAGE " , .....:.. . 3 . St.uLlNG BASIN,,@'.25' SPACING 6' LONG X 2-. WmE REFER" TO ARCHITECT'S PlAN FOR PLANTING INFORMATION '; : , () Z . I OUTFlOW' AS J PER PlAN SHAllOW.' MARSH' (6~ TO 12/ ' REFER TO ARCHITECTS PlAN FOR P~NG INFORMAnON . ~ AREA DRAIN, 6- ROUND' ROCK OUTFALl. ~I KUCTURE SHE~' 1 ' C3 of '. 4 System Summary: The water quality flow within the vegetated swate is 0.03 cfs. the treatment 'system has 0 length of 142 fe~t and peak water quality flow velocity of 0.31 fps, thus giving a .contact time of . approximately 1.6. minutes prior to entering the piped system. With a required' contact -time ,of '9~O minutes, we will, add. rock check dams, and. additiom;Jl. vegetation to, sloW' the water velocity and achieve a contact time in excess of 9 minutes. . .100' MINIMUM. ..... D~~AINAGE C~1ANNEL SECr:'=ON N,T.S. " {l) bO ~ ~~~ "3. Q) ~ CIJ..i 3 @dC'l.l o.~~.. i i I J!II'- ! , ...... 0 E ol'~""8 ~itcn~ui r.rJ' w.O) J.,'7 'E . .....' t-. o. t.t) o. .~ ~~::~~ .... ~ 0 ; ,....... c o .(1) irlao ;.,~ ~ r;: ........ an en a C) ..........0 t oz~ u@' CX)ii:o~15 ,. ,." a.. :c LL:. () <no.. (I). ~ s:= o rn ....... o ; . HYDROSEED MIX REfER' TO ARCHITECT'S PLAN . FOR PlANTING' INFORMATION HYDROSEED MJX REttJ< TO ARCHITECT'S PlAN FOR PlANllNG.INFORMATION lOW flOW CHANNEL Rt~tR TO ARCHITECfS PlAN FOR . PlANTING. INFORMAnON. SIDEWAlK AS ~LOW 'flOW CHANNEL REtt.t< . PER DRAWING TO ARCHrrECfS PlAN FOR . 5=2.00% . PlANTING INFORMAnON ..... . .-:...: ~... ",.. .- ......,... . -.,. , hI!. f. :.. ....... ...1 ..; ,,'. ~~. ;. ~-:.~.: :~.:.~..~.,; . ~ ~. .~': :i; PIPE SIZE_ PER 'PlAN 6'. .MINIMUM , /- AC PAVING AS . PER DRAWING ___S=2.00~ . . _.. _.. . ,. 'I t.:" ". t . ... .... ...... ...- .... N. ... ... l~"": .., } ~~~~:'''F~~ . .' " . .. .: .... .:t.d" . 6' MINIMUM ... .... .... in N TOP STAGE (NORMAllY DRY) l' 0.05% OR' GREATER SLOPE FO~ DRAINAGE 3 J'l , ;Itl . 3 SEITUNG BASIN @ 25'. SPACING 6' -lONG X 2' WIDE REFER TO. ARCHITEcts PlAN FOR ~6" ROUND ROCK PlANllNG INFORMATION OUTFAlL STRUCTURE ..'~ ...0 OUTFLOW AS / PER PLAN SHAl.LQW . MARSH (6" TO 12j. REFER TO ARCHITECT'S PLAN FOR PlANnNG INFORUAnON 'f/) (J) CI) ~ o ..-e:: ~ ~ o ::---t . . ......2-... BOrrOt.f . AREA. DRAIN ~ o t)) Q) ~ C). 10' BIO-SWAlE .... ..... , 1 00' MINIMUM ... .... SECTION A- A N.T.S. DR'A~NAGE' 'C~1ANNEL SEC110N N.T.S: Ct:J. ........ . ..... cd J..;) . .CD ~ ......... .S: . ...... o TOPSOIL MATERIAl LANDSCAPE AS PER PLANS ,EXTRUDED CONCRETE CURB CLASS 3000. - 1/2" CONCRtlt. AC PAVING SURFACE SHAll BE ' . clEAN AND FREE or' All FORBGN MAltKfAl , ......s~ : BEFORE APPLYING.' EPOXY. >>~~~~ -6~ :~~f~~~i11: . / . SURFACE AS . PER PlANS ~"t((i.~~~'~~~~~'~ 'i'~~)>>>~~~~~ . ~, ""f...) ~' ~ .0 ,C,.) . '(:3 "0 ~O ~~ o f/) o ~ "" ,~ .~ ~ ~ o N / ROUND GRAlE II It II f 18- ~'J,C-~ .. .... ~~~~~~ 12" MIN. V />y,.". " (,,-// OUTlET PIPE A' . :~IZE AS .p~ PlANS _ l 'Q) ~ t.4 UI ...............-..c ~:t,~- /)fi:,~ 7'hv x<~~~~ #~/~<: . COMPACTED CRUSHED ROCK f.S' 'PER 'PLANS ~ ~ Q) .~ ~ .~ ~ 18" BEll & SPIGOT ~ C76 Cl III :: .~ 3*' MIN~ ,-- -~ ~ co t MONOLTHIC CURB/SIDJWAL1 N.T.S. . STANDARO FRAME ~ ~OVER S~RFAC.~G p~ PlANS: . CONCRt.It.BASE~ . NOTE: SEED DISTURBED SOIL TO: PREVENT EROSION \ ~~~~~ E~:rRUDJD CONCRJTE. CURB DETAIL. N.T.S. .. . , STANDARD PRECAST CONE, STRENGlH EQUAl TO. . ClASS lIJ CONCREJE SEWER PIPE. . AU. CONSTRue nON JOINTS SHAll..BE. MORTARED. . AREA DRAIN" DETAIL N.T.S. ~ ' co t N . STANDARD. STEEL FRAME, &..COVER . GROUND lEVEL ~',.. , . r MEClMlCAl. PLUG . ~-~~':. ..,. .:' ~~~- . · i . . ~ -l ., - " NOTE: SECTION TO BE POURED. . ~ : - - SO THAT A MINIMUM COVER OF 4~ . \. '. . EXI~ ON.~ ~RF~ OF p~, . . ~J ~ .-WIN, . . ' . 4 ....IN ...J .... ~ t:: J::: u -J ::I: ::r: I: ~ 0:: 0 ~~ ~ 3: tn J ).: >.: ~ 0 I ~ ).: a:a tt') Z m I t ~ at Q 0 ...... ~ ~. .~ bl ~ ~ f2 o' re C/) !if ~ &l J.t1 0 ~. u {SOUD PIAlE UD (m~~ 1 . "1..1111.11 HIIIII'II1I~ . , . ~\:::;'\". . \:::=:~\\,- , - . --\\\::::=. . . :-:\\1 \,. . ,\\~1 . a"ROUND GRATE DRAIN-RITE W / 4 n OUTLET 'j 'CONCRETE PAD . SLOPE' TO GRATE ' i..:.~."'.:.. .1":. :,.,ll' -:"~.'.::'...:,,; ..~' .:...;.~ ~. ~.: ~:~ '" :. "!:: : .:.::' .. . --.... .. . ~,!. ,,-.. ,\r . ,. ... ~. .. .. .. .... .- ..'.. ... .- ... . ~ ~ . _"f' '.. - -.-. s: ~ ~. .~% ~z ::E 12" . TRAP 'WI HINGED UD tlulNG.16 NEEDED '. '. I TRAP WI' HINGID un . 53-1/4.X 29-1/4- 10 GA. ~Itti. CATCH. BASIN . ~ . WITH 24- SUMP de FOSSIL ALTER INSERT. ASPHAlT . COATED INSIDE AND OUT. :/ . '\7. '=' j v; PROVIDE SMOOTH CHANNElED BASE 0U1lEJ . PIPE 24- ; SUMP . l i . . ., .: ~.:.. PIPE lYPE AND. SIZE '. :.~:'W AS PER PlANS', . ...... . .. . ;.-..- . .. :.:;~. :::: t' EXTRA lENGTH TO EXTEND . ~.} ~ z ~..: ~ ~. ~ELL B~OND CONCRETE ... ..... ... ..} . .. ........ ..... ...\. .. ... .. -. ~JII: . .1$:1- ... .41/s .iI "::::::/II=SIIIJJ!~111 ':-:;IIIs::m;JJ- . P~OVlDE :-SMOOm l1VEl BASE 53-1/4" 3- I . , OUTlET ElEVATlONS'AS - . SHOWN ON PlANS TRAP ;, 4"PVC WASTE WA I t:.R SERVICE LINE I \ II CX) flOWUNE OF .PIPE ftS PER PlANS CONCREIE . BASE 3000 - 1 1/2. ~ Q CI). .... > ~ ..... 4IlllC I ....i;~~~...;~...:IIl....:~.~. ~.. ..t1."!~':H:~"~'r~~... . .-..c . ......-....... ........ ~. ",."~... .... ~~~~~~~~~~~~~~~~~. ~i~~~~".~~~$.~N1~~~ MECHANlCAl PLUG . THAS~.r ENCLOSURE~ THAP DRAI~~' .' .. 4':"9-' . ... N.T.S. ,STANDA1D MANHOLE D1TAIL. N.T.S. CLEAN .OUT DEr_1A=~, N.T.S. ,_)UA~., CHAM.BER CATCH. BASIN~ N.T.S. SHE.h;' I' C4 of 4 . ! -:....-.