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Home My WebLink AboutPlan, Tentative APPLICANT 12/11/2009 .Q VICINITY MAP Scale: NA NORTH RELIEF NURSERY SITE PLAN REVIEW SPRINGFIELD, OR DESIGN TEAM OWNER RELIEF NURSERY 870 S. 4nd STREET SPRINGFIELD, OR PHONE: (541) 343-9706 ARCHITECT ROWELL BROKAW ARCHITECTS, PC ONE EAST BROADWAY ST., SUITE 300 EUGENE, OR 97401 PHONE: (541) 485-1003 FAX: (541) 485-7344 CONTACT: LORRI NELSON, AlA, ASSOC. ASLA CIVIL ENGINEER BRANCH ENGINEERING 310 5th STREET SPRINGFILED, OR 97477 PHONE: (541) 746-0637 FAX: (541) 746-0389 CONTACT: LANE BRANCH, P.E. ELECTRICAL CONTRACTOR BUILDER'S ELECTRIC 195 MADIS()N STREET EUGENE, dR 97402 PHONE: (541) 485-0922 FAX: (541) 485-4055 CONTACT: STEVE LEUCK 'SITE CONTACT: IRENE AL TUCKER, ED SHARRI DA SILVA, ED of Programs , ....-.. ~ r ~ v ~ - "'~ ... , ~ ~ ~' --~ -- - .~ ---- ~ ----~ ~-- ~~'" \ I ....... , ------ '--- . ....... , " DRAWING INDEX G1.0 COVER SHEET G1.1 BUILDING CODE A1.1 SITE PLAN A2.2 FLOOR PLAN A3.1 ELEVATIONS L1.1 LANDSCAPE PLAN L 1.2 PLANT LIST C-1 SITE ASSESSMENT - SURVEY C-2 SITE UTILITIES C-3 GRADING, PAVING & STORMWATER MANAGEMENT E-1 SITE ELECTRICAL ... <, L Lopv t) ((elm - (J;Otfl sCtt~ ,R~'~ ~/ . J ,o{'-:L f>~ .~ I . Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.rowellbrokaw.com . PROJECT: RELIEF NURSERY . CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS JSSUED~ 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review - Cover.dwg DATE: 11.24.2009 . DRAWING: '~t 4 i COVER S_-I-=E G1.0 STORAGE 108 STORAGE 155 SF 300 CD SPEECH 110 EDUCATION 96 SF 50 @ UTILITY 105 STORAGE 54 SF 300 CD STORAGE 104 STORAGE 133 SF 300 CD STORAGE 118 STORAGE 94 SF 300 CD STORAGE CLASSROOM STORAGE CLASSROOM MEETING STORAGE 117 119 120 122 5 130 STORAGE DAY CARE STORAGE DAY CARE ASSEMBL Y STORAGE 70 SF 300 535 SF 30 158 SF 300 567 SF 30 166 SF I 15 174 SF 300 CD @ CD~ @) @ CD [] '. .....-- l' I \, -. KITCHEN 115 KITCHEN 488 SF 200 @ EDUCATION 135 ASSEMBLY 828 SF 15 @ CLASSROOM 111 DAY CARE 578 SF 30 @ CLASSROOM 107 DAY CARE 585 SF 30 @ CLASSROOM 106 DAY CARE 584 SF 30 @ CLASSROOM 101 DAY CARE 587 SF 30 @ r-',,-.~ t~-"~.,w.m.-., t. ~ . 'W!.l ,., HALL 123 BUSINESS 433 SF 100 @ LOBBY 137 BUSINESS 655 SF 100 (j) REC. 138 BUSINESS 138 SF 100 @ . .:.................... \ ~ . l :;- .1.....................................................,1'./................................. COUNSELING 142 BUSINESS 196 SF 100 @ IOBSERVE - OFF I 145 BUSINESS 169 SF 100 @ ~( OPEN OFFICE 147 BUSINESS 395 SF 100 o ~ I -'" /" \ \Ii', N'..................M......"....""..N....A- ~ t... COPY 160 BUSINESS 201 SF 100 ~- @ '\ :'d[fQ: . I f''''''", , : \ ? 'I J j , ir---" .. i I . " STAFF 161 BUSINESS 290 SF 100 @ OPEN OFFICE 167 BUSINESS 628 SF 100 (j) 1 -_ ---, r 'l!= ==:!!t II: '" L .,... I..I!. ,:.-.l MEETING OFFICE STORAGE VOL. OPEN OFFICE 166 165 164 163 155 ASSEMBL Y BUSINESS BUSINESS BUSINESS BUSINESS 120 SF 15 151 SF 100 118 SF 100 151 SF 100 241 SF 100 @ @ @ @ @ .@ NORTH CODE PLAN Scale: 1 II = 10'-0" ._--~ ---- I 20' I 40' 10' 0 40' CODE SUMMARY OCCUPANCIES PRESENT IN THE BUILDING: B: OFFICE AND ADMINISTRATIVE AREA OF THE BUILDING. E: CLASSROOM WING FOR CHLDCARE. THE CLASSROOM WING SERVES CHILDREN FROM INFANT TO 5 YEARS OF AGE. THE CLASSROOM WING SHOULD BE CLASSIFIED AS GROUP E AS FOLLOWES: ROOMS 101,106,107, AND 111 FOR PRESCHOOL AGE CHILDREN. TOTAL OCCUPANT LOAD IS 85 INCLUDING STAORAGE AREAS. 305.2 : USE OF THE BUILDING FOR CARE OF 5 OR MORE CHILDREN OVER THE AGE OF 2 1/2 SHALL BE CLASIFIED AS GROUP E. ROOMS 119 AND 122 ARE INFANT TODDLER ROOMS: TOTAL OCUPANT LOAD IS 39 INCLUDING STORAGE AREAS. 308.5.2 EXCEPTION - SINGLE STORY CHILD CARE FACILITIES WITH EGRESS DOORS DIRECTLY FROM THE CLASSROOM TO THE EXTERIOR, AND THAT SERVE BETWEEN 5 AND 100 CHILDREN LESS THAN 2 1/2 YEARS OF AGE, SHALL BE CLASIFIED AS GROUP E. BUILDING TYPE: SEPARATIONS: OCCUPANCY: TYPE VB - SPRINKLERED NONSEPARATED OCCUPANCIES (508.3.2) E (MOST RESTRICTIVE OCCUPANCY IN THE STRUCTURE) 260 14,902 SF ......:: OCCUPANT LOAD: BUILDING AREA: ALLOWABLE AREA: PER TABLE 503: 9,500 SF. FRONTAGE INCREASE: 7,125 SF. (506.2: 30' MIN OPEN SPACE ON ALL SIDES OF THE BUILDING) SPRINKLER INCREASE: 28,500 SF. (506.3: 300% INCREASE FOR SINGLE STORY BUILDING) [Qj [Qj TOTAL ALLOWABLE: 45,125 SF. @j @j LENDING 141 BUSINESS 193 SF 100 o ::LECT - SERVER 144 STORAGE 95 SF 300 CD BUILDING HEIGHT: ONE STORY WITH MECHANICAL LOFT IN ATTIC ACCESSIBILITY: ALL COMMON AREAS WILL BE FULLY ACCESSIBLE LAND USE SUMMARY OFFICE 146 BUSINESS 127 SF 100 @ LOT: 18-02-05-22-01400 PARCEL LOT SIZE: 101,387 SF. (INCLUDES 2 ESEAMENTS) ZONING: COMUNITY COMMERCIAL MAX LOT COVERAGE: NA MAX HEIGHT: NO MAXIMUM - BLDG IS 180' FROM NORTH PROPERTY LINE I ADJACENT LOR ZONING BUILDING SETBACK: 10 FT ALL SIDES OFFICE 148 BUSINESS 139 SF 100 @ OFFICE 149 BUSINESS 145 SF 100 @ STORAGE 153 STORAGE 44 SF 300 CD PARKING, DRIVEWAY, 5 FT OUTDOOR STORAGE SETBACK: ALL SIDES J . B OCCUPANCY OFFICES I MEETING ROOMS 7,704 SF E OCCUPANCY CHILD CARE CENTER 7,217 SF OFFICE 154 BUSINESS 196 SF 100 @ [ .f' TOTA_ B_)G. A~=A 14,902 S= ./ CLASSROOI\,;r ~ 51 ~ DAY CARE ...--- ~ 584 SF 30 - I~ ROOM NAME ROOM NUMBER OCCUPANCY OCCUPANT LOAD FACTOR TOTAL OCCUPANTS ROOM AREA C 11 Original subm\ttal- - Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.rowellbrokaw.com PROJECT: RELIEF NURSERY CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ,ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW PROJECT #: 804 DRAWN BY: PK Il.a.n. CHECKED BY: JR FILE NAME: 804 Site Review - Code.dwg DATE: 11.24.2009 DRAWING: 3 J _)1 \JG CO):: G1.1 L 20'-0" . EASEMENT .L 10'-0" ~t...BLDG SETBACK 10'-8" X 11'-4" TRASH / RECYCLE ENCLOSURE W/ ROOF - INTERIOR DRAIN TO SANITARY SEWER (ISOLATED FROM SURROUNDING STORM WATER ~ (.) CJca 0.... ...JW cow b , \ I ~ ~ - - =--t--~ ~ ~ CJ~ ~W o..w b .' 1t) -....- - - \ 5'-0".' L PARKING SETBACK PROPERTY LINE _ _ J _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ ~) ------~-~--~--~-------P::::::~~~N~-------4- 1-==-:.-:.---==-=--- - - - - ~ :=-j }:-\-~~I ------ - - - - - - - - - - - - - - - - - - - - - - ~I-vr --- ~~ ~ l I ~I - - - -""--""--""",,- I, I ,_ 1 - :: - - _ "'--"---__ I I ? 0 5' - - _ ----.---.-___ I I ~ ~ -,-- ~ ---- '""---- '-- - · ----~-----------':--4--~ ~-........ ~"''''''' ~ I ................ "'''''''::-- FIRE APPARATUS 9 1 ".........~. ACCESS ROAD AND ~ -....-.-.----.....), " ~ SIGNAGE PER 2007 SFC c:::> I ... k.. " ~~ ~_ - - - I .".."'" '\. \ ~\ ~ -, --:\ '. '" \ \ \" <?)) '...~..~ \ \\\ I Y . r '... ; II "~'\. \ \ \ ~ 9 111 k~\ \ \ ~ ~ jAY-"1 \,\ \ \ \ C ri ~\ \ \ \ \ SEE CIVIL FOR II ,., \ \ \ \ ; I "', ~ : J ; PARKING LOT e i I ,t ~. 24'-0. .i ~=~~EAND e II ~,. 2(}-0. .' ; II I FI~~~~~;K e -I: I I e OM i ~ lJ ~ I j -STORMWATER - C ! I . I TREATMENT AND 11 I ~ ~~~~~~~~~ POND C II II I 9~1: I ;8] ~tco~1 i ~ "~ eVil I .~ 7 8 ~ I ~ / C II I ~ e i: i ~ II I ; I ; C II j ~ ~ i I : e Din i I 14'-0. ~~'16 .1)" - IL: C I II . 16'-0" -bl n i.: I C ! II 1 I ~I~V J j I C 11l'8/ J 1~/ \ I \ I \ I \ I \ ~ ~. 7'-0.: I , ~ I \ 11 F~ I ~ ~ 01: vr-eURB! ~ ~ I I I l J I [] L_i _____~ III ~_____ n I n II 6 -----~-4"-----_.- v I v U , - ,-- ~ - - ~ -, e,---', ^ _ .J-...., '--!.m .-:--- "G\'I~Ci .: ~14:', ~(:' ;~;' " ' (Ci7,r .'., ~ I-zo.. . I- ./ (, ~ /' o ~ :5 ii: b ~ ~..."'^ _.j L..-- " ......... _.1 L,..- rO ~ 0.. t; ;( ~ en """t t 1 O'-O""""t t...1 0'-0" t.- PUE PRIV A i:E UTILI fY / PRIVATE PED / E ;IKE EA:r)EMENT r~:',<::>:~':>': I ":':'~"i~ <J3 J f ":.'." ',: " 1=; ~~.?':2:, 1 / . . ': ;. I f I I :1:10'-0" I EXISTING / ASPHAL T BIKE PATH \ " " " " " ) I / / / / I I I I I I I I I I I II I 'l " \ \ \ \ \ \ i I I I 1 I I I I I I I I I I I I-,l-~_ '~::"::'<::"":' 1 ..(, ..:.....:; "'::: J ~ .' ..l. ", " :. .... I:. ...... I I ~ EXISTING STREET ~ LIGHT - I~ 1\ I \ "- "- "- , -........~..) I 11 W ~I ~I W 0.. o IX: 0.. -: ..;I r' . 40'-0" ACCESS EASEMENT f I AREA OF ASSEMBLY @ END OF PARKING LOT \_--- POTENTIAL FUTURE EXPANSION ;"........-."0. .. [ ! --- FIRE ACCESS 300' MAX LENGTH 295' ACTUAL LENGTH I " I I, : U I, : I, : II :: " I >~ II .:":.' J) I :',i :'1,; . " :) .::~ ~ ...'.:,....; ~ ' : :, 0 ~~ r (4) BIKE RACK f...... 0 Y"'"'\ - COVERED ~] Y , g II j I "'t II I ! I I II I II I ! I I II I ! I I ~ I I ori I II I !.I · I; ~ I I I II II . II j I . I II II I 1 0 0 ~7 I 1(~.r~~'.':: 1.:;.. ~rF",', ;'1>: '>;..:'/>,~ I .~.~:k..., .. .::'t::.:.:~., '..<::.;.:~' I ~ .J' I 0 ~l 0 : 5 I (1) I D I fl D I Bli I "'t i 0" I: I D ~ j D - 24'-0" - I,' 16'-6" _~L '13'-6" J~t-16'-0" 11 I j D I II D - 18'-0" -rll-' o'-O~"""i- 18'-0" I.. II I D ~ b ~ '!W1~~~ ~. : ',: :: .'t'.: ": -', j! ";"::';::::;' II V I I I 1- ROOF I OVERHANG 1 I STORMWAT~R TREATMENl1 5 ~ lJ 24'-0" SIDEWALK 5% MAX SLOP IN DIRECTION OF TRAVEL - 2 MAX CROSS SLOPE , ~ /'1 b , ~ N c:::> r CURB BUMPER . OVERHANG """t t 9'-0" '1 t.... {~ . . ;;.,. I I J --- v. PROPOSED EDGE OF BIKE PATH , 42'-9" .{ 99'-0" ,- '( 7'~0:8'-O. 'C1;:-Ooo, (5'-0. \ S. 42nd S'11<EET 30'-0" I- EXISTING CURB CUT / DRIVE TO BE REMOVED - REPAIR CURB AND LANDSCAPING EXISTING STREET LIGHT EXISTING STREET LIGHT ~ ... lil \>(" '~'. .': " ..'p.. ~/7 ~ v p, .: . .// \""-a.a., <t., '4' ....... '4" " .:'//" . Ii1 ... I;:J w~ ~, ' .: v " . p /' / \ "'" 4J' nw ... . .:::. ().. !-;-, . ~... <f. :-:r . t.> :~. ::. :.. ~ :'..;: ::-:-. . .<< ~;.,.... . <-. ;-... .. :;.. ..~~ ::'. . ~ '" . /'. ..:: ~. ~" .::. . . ;:-'" ~:" . t.... .(.. .... ::'..;; --------------------------------------------------------( 16;1 ~ ~ ) . /. ,~). .' (;:- ;:,./.';> , ;< !jI<-. ~':- 4. . ;.:" .' :},::'- i< __, , ..:. -:; .-. , . ta- i! -- '. .-- -II- 31K= RAC<S .@ b ~ SITE PLAN Scale: 1 "-20'-0" ,~ ,~ ,~ ----, ---- i1It:~lIfi f 10' I 20' TYPICAL HOOP BIKE RACK LAYOUT SEE PLAN FOR LOCATION & # NORTH 20' o 40' 4'-0" *I" . t .." 2'-0" LEGE \JD --0- 0 0 -0 6'-0" SITE OBSCURING FENCE - TYP. @ OUTDOOR PLAY AREAS FIRE ACCESS AROUND BUILDING - --------- ROUTE OF EGRESS FROM PLAYGROUNDS DIRECTION OF TRAVEL @ PARKING I DRIVE MAG LOCK @ GATE - CONNECTED TO FIRE ALARM SYSTEM - WITH KEYPAD ACCESS COMPACT PARKING SPACE c:::> @) C D DROP-OFF PARKING SPACE CR ADA CURB RAMP PARKING LOT LIGHT FIXTURE D-o ~ CONTOUR-PROPOSED //----.............. " ,/ .......-._// CONTOUR - EXISTING ~ . ~J EXISTING STREET TREE .",,,,.- .....-... ') I ;...""",,\ (/ /',," ! " I ~ l l __ _.I \......# ) ,('. , "-'. J.. "../ ..., -.J l~-"" EXISTING STREET TREE - TO BE REMOVED PROPOSED TREE - SEE LANDSCAPE PLAN '':.;. . :1: :::. ~.i.' : :~.~.' :..:... ::~.', :.~... . . . .:'; ;;.:. .;";: .' '. I'. ...... . CONCRETE SIDEWALK, UNLESS NOTED OTHERWISE CHILD CARE CENTER 7,217 SF . OFFICES I MEETING ROOMS 7,704 SF e{ ~ ~ TOTA_ 3_)G. A~=A 14,902 S= PARKING REQUIRED PROVIDED CHILD CARE CENTER (7,217 SF) 1 SPACE /350 SF GROSS FLOOR AREA = 21 SPACES 1 DROP-OFF SPACE /700 SF GROSS FLOOR AREA = 11 SPACES OFFICES (7,685 SF) 1 SPACE/300 SF GROSS FLOOR AREA = 26 SPACES MAXIMUM NUMBER OF COMPACT SPACES = 30% TOTAL PARKING SPACES = 58 SPACES 58 SPACES 27 STANDARD SPACES 3 ADA SPACES 17 COMPACT SPACES 11 DROP-OFF SPACES SICYC _E PARKING REQUIRED PROVIDED DAY CARE CENTER (7,217 SF) -19 EMPLOYEES 1 PER 10 EMPLOYEES = 2 (100% LONG TERM) OFFICES (7,704 SF) 1 PER EACH 3,000 SF OF FLOOR AREA = 3 (25% LONG TERM) TOTAL BIKE PARKING REQUIRED = 2 3 SHORT TERM LONG TERM 4 4 SHORT TERM LONG TERM -VlPERVIOUS SURACES SITE AREA 101,387 SF SITE AREA INCLUDES (2) EASEMENTS 14.7% BUILDING FOOTPRINT 14,902 SF 7,435 SF 2,825 SF 31,998 SF Original submittal SIDEWALKS & PATIOS 7.3 % EXISTING BIKE PATH DRIVES & PARKING 2.90/0 1 1 31.5% 56.4 % TOTAL Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.rowellbrokaw.com . PROJECT: RELIEF NURSERY . CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR . CONSTRUCTION REVISIONS ISSUED:. 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804-Site Base.dwg DATE: 11.24.2009 DRAWING: S ::> _A \j I~.~ ") -- A1.1 I I I (f1~-_ -'k--_ I rul 1-- ;:il I -~ I I ~-.. <0 I I (~t--- -. L_ I .c;' I ~- I ~I I I I I I I ~ I I -' ,~~~~ ~ I I L II ~,~ , ,;~' '~,'""" I I ~, , ~~ ~~ ' ~ I I J, ~ , ~ I ~-~=-=- I I- I I ~::I -- i _~ I ~ ~t-- --I I c;'1 I - I I ~I -L_ I I' ~ I I I I I I I I I I I :: I I C I I I I I ~ I I I I I I I I I or.... I I (~)~-~. ./ I -~- I I I I I I I I ! I I I I 0 I I - I I I ~ I I I I I I I I I I I I I I = I c;'1 jsl I I I I I I I I I I I I I I I I I I I (gg~~- 60f-___ '_/ - /::~ \!?~ r;-~ #-!:.:.!!" ~<?) -~ #---_-27' - 1" I -___ II ------~--~:: 11" I --- --.V I I - .,..,--- 19' I ! I ----...:~ 1/2" I I ----- I "1\ \..~r 5' - 4"___ 1 ~~ I:.~= :::....~...i~..L~. - f '7J : 7" -r--"""\- t:{J 1- r;-"" ~ f----- 1 18' - 0" @ @ 18' - 0" ,-.................-...........................-.................~..........._. Aj ~: r-~ ~Jj _.......~.........'} t.. I I "'-- I-.....--_~-- I I I ~. ,/ .~ I I I ! /A~ 'Y I I ~-- ". ------ I --- 30 -~ '.0" -- ~~ ----------- -~ ---~--~ I I I @ ----.0 (;-'\ "-.3y r- f...-. i- I A3.1])4 L I -- 1 I ! '-- I '-----1 o ~ I "T r j . J.. :J ~ \ p,p""''''''''''~'(' , , -- -. :: (.V) I M "'"" , " M , b "'"" (--- LO) _J , " ~ TfiJ L_-J l> ~ ..,... (--:-) !=J @) C\I , c., C\I ~ ~ ---. ~~ I I I I / I IE7 ~ , , .J..:..:...::.::.~:q.:.:......:.....=. t:::.:...........~ 0:,:....::.......:. 0................... ....... .........................J , ''1\ , ~jl N , b ..,... , ,- ~ I: 0 I ~ b ..- I F-.. (.V) -....................... .....~ ".._.~ ,........@ @~ ex, f!J-" 1;11 @ OJ: C' . ,~ N - .,- (W') , Co <.0 ~ , (;3;\ , \::.~ /~ .. ..........-. .....- ......................... ....... .......................... ...... .....\,........~ ------~-- I' .il. I ~ o ~..~I I I I (1-.) 1& ---- ; ----- I I I I -------{20) .....:-/ .............,......1 I --i----- I I J I @ I 0~ :--~~~~- ) r;.5~ ~f) F.........=,\ A I I I A3.1 I '---J o 1 FLOOR PLAN 1/alf = 1 '-0" ('.~, eJ f6\ ~_J I -.:.,' ~. , , ,r. n r I_ . j I j . J--_.--~-;~?" ~~~~.~~:~~~ _.........-;I(!..........................................................................................................*............ ;! t!.................. (F) (<3) 7. L__..._....._.....__.._.......___.__"____ 33' -".~_~:~:_.._..__.~..___...___._."____._, ~._____..__.~_:...:.!!.~__ (0) (E) 12' - 61/2" ,..)~. 13' - 0" ...................71.'.. ('" "'-'\ I J I \..:.-/ (:) I (v) C\l A= ~: 't'"" ~, @ , [6\ , ~.1J <( A3.1 ~oov V=>= -_EGE\) .......;..........1 0 = = I C = ~ ISU:>pORT "c::~ COMMUNITY . ' . ~ I CO \liMON I C RCU -AT 0 \I AREA ; ,'I CLASSROOM ~ct Original Rowell Brokaw ~~reIli tects Iii Rowell Brokaw ArchitedS, P.(. One East 8roadway, Suite 300 Eugene,O~n 97401 Voi<e (541) 485-1003 Fax(541} 485-7344 www.fowellbrokaw.com PROJECT RELIEF NURSERY PROJECT LOCATION S. 42ND ST. SPRINGFIELD OR CLIENT RELIEF NURSERY REVISIONS i.......~.......i..........g~I~...........L..P~~9.f.!~!:I.!2t!....: STAMP PROJECT #: 804 DRAWN BY: PK CHECKED BY: PK DATE: 11.24.2009 RELIEF NURSERY DRAWING FLOOR PLAN A2.2 (6) (5) (4) ~ G) il\ I / / / il\ o / / I / ' ~ ;== 8< <, (; ~J~ l,,l~til \. \. \. (I J., I I l I I I , I' ,- " ,: ,::, ~ " , , , I \ 1 NORTH ELEVATION @ NORTH WING 1/8" = 1 '-0" @ ~ ~ @ o @ (F) i I ; , ..'.. ':: , , :' : ~ ,..,..-r:: , 'I I II I ~. , l~,l I t I ..... --r'1 I I 1""--"" I . 2 EAST ELEVATION @ EAST WING 1/8" = 1 '-0" (10) '-..../ G) (1"2) '--" Q (19) ............. (11) '-..../ ..", ..':..:.",: ',:". ',. ,..:::::::::::~~I_' , ,.,. , , ...:, ',':' ::.' .:, ":'.::, . .., ,., ....:'.' ',. ::. ~ f\ :,. ~:::::::::::':::::':::'::':'" ... ........., , I \ : : : : ~ ~ , ..... ........,.,.,." " I .. \. \. \. , / / / / / / I , \. \. . :. '. I \ il\ I I J il\ il\ il\ I I I I I ,,:..!~ il\ I I il\ I I il\ il\ I . .. . .n.. ,.. ., .... ." , I I L-- ~- r 4 SOUTH ELEVATION @ SOUTH WING 1/8" = 1 '-0" G) G @ @ :f T.O. WALL TYP. Ir\ 498'.... 3" \J1 T.O. SLAB ....... 488'" 0" \.J1 ~ 1 . , , \. \. " , / '., " / / I @ . , ~lll . .: . . ----=-1 - I I 1\ / \ / / / / I , \. \. , \. \. \. . , / / . / / I ------,------------- -"}- . / / / , \. \. \. ,'.,.., / , " ." ,.........,..........""." '... I' / " / \. / . ".. , ., . .." \. / \. / , il\ I I ,I il\ I il\ I I il\ il\ il\ . , ...1 6 WEST ELEVATION @ WEST WING 1/8" = 1 '-0" 1\ I \ (3) 0(2) G , . ~~~~~ Q -II !J" ,'. , \. \. \. , / / / I I =-- - ~ ~ =-====- I 1\ II \ . il\ il\ / T.O. WALL TYP. Ir\ - 498' - 3" 'l' TO. SLAB Ir\ 488' - 0" \]J T.O. SLAB 4f'\ 488' - 0" \J/1 CD -I T.O. TOWER WALL 4f'\ - 511' - 6" \J/1 TO. WALL CONF. ROOM 4f'\ I 499' - 0" \J TO. WALL TYP. 4f'\ 498' - 3" \J/1 l' (20) ............... ~ ~j T.O. WALL TYP. Ir\ - 498' . 3" " I.... , " ., ,. I I I.. . I I, T.O. SLAB 4f'\ - 488' - 0" \J/1 ,. T.O. TOWER WALL U 511'.6" - ,. T.O. WALLCONF. ROOM .:7 499'. 0" "'" ,. T.O. WALL TYP. .:7 498' - 3" - ~ T,O. SLAB _ ~ 488'.0" r - (4) Q (5) II' I I C~ T.O. WALL CONF. ROOM~ --..... ~~. _ 1.<5.W8499'. 0" ~ 498'.3" ___M _ 3 SOUTH ELEVATION @ EAST WING 1/8" = 1 '-0" @ G) ~i'" ~,... , , ',:." :' ',:,::.', ,~ ~ I l : : : : , ! . ~ ~ il\ I I il\ I I 5 EAST ELEVATION @ SOUTH WING 1/8" = 1 '-0" Q o @ @ L ------T.O. $LAB L'.. ---=---- --- 488' .0" I.J @ @ ,~ -~ t -. -- ----=::Jl T.O. WALL TYP. Ir\ - 498' . 3" "\J CD If! 1IIIIi II Iff I / / , , \. ",.. ..... ...' , \. . , . .:. . -- 1 -, _1__ ,. ,_ I 7 WEST ELEVATION @ NORTH WING 1/8" = 1 '-0" II' I -L 1 T.O. SLAB Ir\ _I 488'. 0" "\J Ii PROJECT RELIEF NURSERY PROJECT LOCATION S. 42ND ST. SPRINGFIELD OR . CLIENT RELIEF NURSERY # I REVISIONS DATE I DESCRIPTION STAMP RELIEF NURSERY DRAWING ELEVATIONS A3.1 I I I S00003'00"W 357.04 · ...,- 'Y-"'" ~ ........ ~ .. ........ ..~..... \ "\ I "\"\"\ "\ I / / / / / I Green Ash (2) London Plane London Plane ! I I ~ \ \ Green Ash \ \ \ \ \ ! I I I 1\ 1 \ " " " - " .. -......... ~ STORMWATER TREATMENT SWALE - SEE CIVIL STORMWATER . TREATMENT AND DETENTION PONu - SEE CIVIL Sterling Silver Linden (2) SterlinL Silver Linden London Plane London Plane ;00003'00"W I 12. 06 ~ K atsura ---I:Il=.;:- - - - ;;. ~- '0/' ~ '. / .v" '. '" 'j ~.f"...,.:1:1f\.. \ \ , " ,r ':-. -0. "'') '> ,P .~, t>\ ,,- .. i~ '" '\ --;-----}----- \ ;;0 - , ",' "'--/ I \ ~.../ '""^'"-_.J L.... /' -i' , \ ,-;.# \ I ,-,:;... ~ / 'N89:5?Z~(J6 "w 5.00 ::.. J' l l -.-...../ \/..?# l '( ~ / " l! ...- '-""-'-.... ! L/ f \ \...'/",;" 7 /' ~ / '....'" i1 ..../ ........_,,""'J t. ~ $ $ liI! \,..-7.... / \'"':/ ~ ',,- / ~.. _.J t_....... \,.... ?'" ,I < ;,./ ....."".. .--...1 1................. \,,,.......;>...- ,/ S. 42nd S'11<EET ~ ~ ~~v n i'\x> ~ ~ /I ~ . ~-. ----~<- ~ oq.4 4.4 ,/7 ~ ~ ~v 1// -If- "- " /,' > ~;:. ~ :(::. " ...... :;1' 4. , /. " " <> ;... (.. " . \ -- ZlfnI I~I Ii --- .0 LANDSCAPE PLAN Scale: 1 "-20'-0" ....~ _... I 20' I 10' 40' NORTH 20' o \_,...- 'w /" < /~~ t I ~ \(-~ Rowell Brokaw Architects ~';;:' *~ Rowell Brokaw Architects. P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.rowellbrokaw.com LEGEND - LANDSCAPE AREAS · All plantings are irrigated. · Provide installation, testing, balancing and programming of all irrigation system materials and components. · Provide minimum 80% head to head coverage, 100% coverage in all planted areas. · Provide backflow prevention device that meets City requirements. · Do not overspray buildings or pavement. · Conduct pressure test to assure performance compliance before backfilling. · Landscape Architect will observe pressure test and installation before backfilling. Make adjustments as directed before proceeding. · After adjustments are made, Landscape Architect will observe system operation. · Warrant system at indicated performance level for one full year after Substantial Completion. At no cost to Owner, repair and adjust irrigation system as required to restore proper working order at end of warranty period. Irrigation Contractor is not responsible for vandalism, lack of Owner's maintenance or damage due to extreme weather. · Contractor will provide shop drawings to Owner and Landscape Architect. ~ ~ ....... ...................... ... .. .. .. .. .. .. ..... . .. . . . . ...................... ... ...... . . . .... .... ... .,. . ................................ ... . . . . . . . . . . .. . . .............................. ... . . . . . ... . ... ... . . .......................... ... ..... . ... . . . ... . . . . . ............................... ... . . . . . ... . .., . . ... . . ... ................... ... .. . . . . ... . . . .. .. . .. . ................................ ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... /...'....-'--~, .~ t...\ ! '-~ \ I \ I i.* I \ ../ ~~i ~../. / ", A / .....................~l..,......... ....- -- ~... ')/\ ;" V " I \ ~ \ \ , ~ ....< A . .,./ ,~ .-1\.......... -.... .J 7 IRRIGATION REQUIRED SCREENING CONTINUOUS EVERGREEN HEDGE.. 6 FT IN HT. WITHIN 4 YEARS REQUIRED PARKING LOT PLANTING - 2.5 FT MAX HT 1 CANOPY TREE (2" CALIPER) & 4 SHRUBS (5 GAL. MIN.) /1,OOOSF STORMWATER PLANTING - REQUIRED FOR ENGINEERING 1 CANOPY TREE (2" CALIPER) & 4 SHRUBS (5 GAL. MIN.) I 1,OOOSF - AT PARKING LOT SWALES REQUIRED PLANTING - MINIMUM - LAWN PROJECT: EXISTING STREET TREE RELIEF NURSERY EXISTING STREET TREE - TO BE REMOVED CLIENT: Relief Nursery PROPOSED TREE - LOCATIONS ARE SCHEMATIC - FINAl TREE LOCATION WILL BE SUBMITTED WITH BUILDING PERMIT 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS .ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review-Landscape.dwg DATE: 11.24.2009 DRAWING: _andscaJe Pan L 1.1 Original NOTES PLANT LIST IS PROVIDED FOR REQUIRED LANDSCAPE AREAS ONLY PLANT LIST IS PRELIMINARY - NOT ALL PLANTS LISTED MAY BE USED AND SOME PLANTS MAY BE ADDED. DETAILED PLANTING PLANS SHALL BE PROVIDED WITH BUILDING PERMITS. NOT ALL TREES PROPOSED FOR THE PARKING AREA ARE ON THE LIST OF ACCEPTABLE STREET TREES OR LIST OF NATIVE TREES IN HILLSIDE DEVELOPMENTS. TREES IN THE PARKING AREA NEED TO MEET REQUIREMENTS FOR SHADE TREES AND STORMWATER SWALES. ALL STREET TREES ARE EXISTING. THERE ARE NO OVERHEAD POWER LINES ON THE SITE. Qty Botanical Name Common Name Size 'Spacing .Notes It<EES Acer circinatum Acer macrophyUum Acer saccharum - - Alnus n..bra CercidiphylJum japonicum Fraxinus latifolia Fraxinus pennsylvanica tMarshal Seedless' Plantanus occidentalis lBloodgoodf ~hamnus_purshiana Thuja plicata _lilia tomentosa USterlingf MuttitrLl1k I Clear trunk to 5f height _ __, Clear trunk to 5' height ~ . Clear trunk to 5' heiabL.. Clear trunk to 5f height ~ __, Cle~r trunk to [height , . Clear trunk to 5' height ~ lear trunk to 5f height 6' 2" cat 21t cat 2" cat. 2" cat 2" cat "-~ -'" 2H cat 2" cat 1 1/2u caL. 8'-1 at 2fl cat yine ~aple Big leaf Maple ~ar Maple Red Alder Katsura pregon Ash .~ ~ Marshall's Seedless Green Ash Bloodgood London Plane Cascara Western Red Cedar Sterling Silver Lindon ~ Clear trunk to 5f height " 1- SHRUBS 1M I I I I I I I ~_lMMII I ~ ~'~OA"^_" !\mefanchier almolia ,,_._ ."^_~OA'~'~~_'_~'~^"^ ~est~!0 Serv!Q~b~.!!Y~"^OA~~"^~,,_~~._"^~"^"^.:Lgal. "_'"^~ 6~r o.~~~ . .~.~~~ C istus ladanifer Crimson Spot Rockrose 1 gal. I 60tt O.C. Camus sericea 'Flaviramea' Yellowtwig D09-wood 1 gat 8' O.c. _m."'..~..~'~'"^" .9o[Dus ~~_q~~~~anti' > Is.anti Redtwi~l.~~od '~m..."'"^'" 'm~ 3 g~t,m~~....m 48:'9.~ ~"^'~,~"^'~_"^_,~ Comus sericea lKetseyP Kelsey Dwarf Redtwig Dogwood 1 gal. 24tt o.c...:--_ Daphne pontica Pontic Daphne 2 gal 36" o.C. M.1!1ca califgmica Pacific Waxlesf "i!}1[1e 3-9al. 8f o. C. _' Myrica cerifera 'Nana' Dwarf Wax Myrtle 1 gal. ! 36tt o.c. PhHadelphus lewisii Mock Orange 1 gat 48" o.c. J:)hysocarpusoQuUfoU~~Monlo', J?iabolQ, Ninebark . ~at 6' o.c~~_ Prunus laurocerasus 'Mt Vernon' Mt Vernon English Laurel 2 gal. 36ft o.c. Prunus laurocerasus 'Otto Luyken* Otto luyken Laurel 2 gal. 36u o.c. Ribas sar:!9ujneu!!t~.w..=.ww .B.e~FfQ.weIlng. Ct!Iant..WNN_____NU._. _v__1....9al.,=_ 8' o.c. Rosa rugosa Rugosa Rose 3 gat 36ft o.c. Satix hookeriana Hookers Willow 2 gal. 8t o.c. Sat!!< scoul~iana ,_..w_..ww_.w..v.ww_.m.NNNu__UN._WWU_w__w....~v...u. v9COY~[S \IY!!!Qw _w=__u__www....w 2 gat ,.~r o.C. Spiraea x 'Goldmoundt Goldmollid Spiraea 2 gal. 36ft o.c. Viburnum davidii David Vibumun , 3 gal. 36u o.C. ,...wu....w.. .vY..~ccin~.!df!tQQ!Ym.QQ.~!:ffi:...!2J~r~Y.:...v...w...w...v._..w....w.V,', .!11~1~:t..~!~!?~.rr.Y..._w...wv..m_....v...w..w...w.....wl..._v.w~...9~.L.w.w...w 'uw....29..:..o .c:.._w w....=..._vu~._..u_m..OWu....wM..W..._.w..w.....wmmu.. Vaccinium corymbosum ' Bluetta' Bluetta Bluebeny 3 gal. 48\t o.c. I Vaccinium ovatLm Evergreen Huckle~f3rry39~1. 60u o.C. 41 height GRASSES ~ Calamagros!ls x lKarl Foerster Carex buchananii Carex buchananii 1. viridis 'Green Twist' Carextumulicola ____ ...., Deschampsia cespitosa Juncus effusus _...MowN.m-.w.......,...J:~nni~~!um ~!QP~fHfQ!9~~ 'H~JJ1,~rrw_ Sisyrinchium beUim Feather Reed Grass leather Leaf Sedge Green Twist Sedge BerkeleY $ecfge Tufted Hair Grass Common Rush H~m~.~..EQ~!!]J~~I@ss Blue-Eyed Grass 1 gat 1 gal. 1.gsl. .....4ft 4" 4ft ........w.w..... ._...........1v..9 a I.. ".v.' 1 gat 321t O.C. 241f o.c. 24" o.C. . .16'to~q. . 181f o.c. 18" o.C. 321t O.C. ,_.......,.........u.._............I.....-..................."ow......._"'w.....uoW........,........................... gt1 o.c. PERENNIALS .. Achillea miUefolium .Walter Funcke' -. - Anemomejaponc~tHonorineJobe~ Echi~cea Pll'PLr~a 'Coconut Lime' E~toriurJ1 purpureum 'AtropLrpureumt Iris tenax llJPinus micranthus ,__w_= Perovskia atriplicifoUa Perovskia atripUcifoUa 'Little S~.irel _ B~beckja fulg.!~~~.._~____,_".._.._~__..,_,.,' "Sedum, tAutumn Joy Walter Furcke Yarrow ~ \Nhite J~panese Anemone goconut Lime Coneflower Joe Pya Weed Oregpn tis ~ Small Flow~red~Lue!ne Russian Sa~ Dwarf Russian Sage .,._ ~I~~~.~,~~.~~?ll! _ ,Autumn Joy Sedun 1 gat 18" o.c. ~1. _ 18ft o.C. 1 .Q!1. 18tt o.C. 1 gal. 36n o.c. _ 1 gat 18u O.C. 4Upot 18u o.c, 1~al. 36n O.c. 1 gat _ 24ft o.c. 1~..9~_ __J81~ . 1 gal. 18" O.c. I GROUND COVERS Arctostaphyllos wa...ursi 1 gal. 18ft o.C. Kinnickimick FERNS Adiantum~edatum~ ~ Dll'.2Q!eris wa iii chi ana _ ~<<<<,. "pg~~ti~lY'YDi.!!-!fl'l_ . Maidenhair Fern Wood Fern .. _u. S~or<;LE!!!l-._..~<<.. 1 gat 12n O.c. _ 1 gal~ 24U O.C. 1 nal . .'''''' 36~.t,. 0.9_. .~..._._,,~."m_~"~_ ..,.. .... "<<_<<u_,__<<,,,__<<<<..Jl:I<<<<<<~'. """ . .. ..' ",-,,-'-''''--'' ". BULBS .~'..m^...~...m~..'"N"f~m~.~~J~_q~.!!!~~I}>~m."".~"m^w"'., Narcissus 'Poeticus' Tulipa , , , ....m....d."m..Q~~'~~".."^...,.....">"".....mm....~.">d.,W"........mm^w....."."^.w"^....m.'..."^.,,~. '''m.~d....lm9..~I...m......w.........wm'.''.->>....._.....dm....".....m '............. Poeticus Daffodil Tulip c Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541)485-1003 Fax {541} 485--7344 www.rowellbrokaw.com . PROJECT: RELIEF NURSERY . CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ,ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.11.24 - SITE PLAN REVIEW STAMP: ~\'iD...A.#~.............. '...HN8.80.... ~ .. . ........................................................ ....,.\E.U.G.ENe.OR. E. G. ONa.............. '. '<t;..................................................~~ f~lJPO'\'0i PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review-Landscape.dwg DATE: 11.24.2009 DRAWING: P _A \J- _ S - L1.2 Rowell Brokaw Architects II LEGEND EXISTING CONDITIONS ~~ ~ <\\> N OO"OS'OO" E , i . ( . .. SITE BOUNDARY ADJOINING LOT RIGHT-OF-WAY EASEMENT CENTER LINE GRADE BREAK EDGE OF ASPHALT CURB FENCE WASTEWATER STORMWATER [i] ~ iii] em mil fim WATER METER FIRE HYDRANT JUCTlON BOX SIGNAL BOX ELECTRIC BOX MAIL BOX ELECTRIC VAULT TELEPHONE PEDESTAL WATER VALVE GAS VALVE WASTERWATER MANHOLE ~:4 7. O~, " , (He 1 . 'r' " / I Ii ~ ! . ! Rowell Brokaw ArchIt8cts, P.C. One East Broadway, SuIte 300 Eugene, O';:a'." 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.rowellbrokaw.com '( ... ": '\' -,.,. <..." \ \ ; l ........... -...~ j \ ''-., ---------,---- '\ I , \ \ \ ........... ...., / \\ '-... / // --" '-4l$;3~,,_~, _,_ '" \ \ \ ) \ ) \' EV rn I ( / / ~ ================ \ \ \ \ \ \ \ / e @ @ @ lQJ .I / I I -'--x- x~ x- x- x- \~~~ ~ ii' (E)~ '(E)~ (E)ST ' (E)ST / ,/ STORMWATER MANHOLE TELEPHONE MANHOLE CURB INLET TRAFFIC SIGN UTlLITlY POLE STREET LIGHT (150 WAIT HPS) STREET LIGHT (90 WATT LPS) GUY WIRE / -......-. ! f . (E)W (E)W (E)W WATER TELEPHONE OVER HEAD POWER UNDER GROUND ELECTRIC GAS I --- / -.-"'-..... T T OHP 'OHr E E - (E}G --- I / ) ..,,~/ PROJECT: ! / -r / I --- I I I { / ( I \ I J \ \ \ \ \ \ RELIEF NURSERY ,1/ ;1 + + (1)~ (2)~ :['11 )::> U) -i ! I I J ~~', --......--..." ~",,",~,..--..." BRUSH I ! I ! .: ..t. : ~ . : .,:; .....4 .:r:. ~".' j I i 1 CONCRETE SIDEWALK E / \ \ I I I I I ~ / CONSTRUCTION REVISIONS (.-.' '- j I I'\.i ) U1 :f-C !- ~ ~a TREE ON SITE f\ Is.? l:'" t \, / SITE DATA: FLOOD PLAIN BASED ON FLOOD INSURANCE RA TE MAP NO. 41039C1162 F; THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. TAX LOT NUMBER W'E.l"l."EAD PROTEC'l70N AS ILLUSTRA TED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE IS WITHIN THE ZONE OF CONCENTRATION TO 16TH AND Q. ZONING CC - COMMUNITY COMMERCIAL ! \ iP u.~ '_ _,_ '--- "]' -, I I j ! f l J "--... '"" / ....""'.. / '" .....-. / '" ~ I SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE AS FOLLOWS: (29) COLQUANO SIL T LOAM. THE HIGH WA TER TABLE DEPTH FOR THIS SOIL IS >6'. (76) MALABON-URBAN LAND COMPLEX. THE HIGH WA TER TABLE DEPTH FOR THIS SOIL IS >6'. I i I ! /t / I .:. (:ll t',.."t ! JfETRO PLAN DESIGNATION COMMERCIAL ; I 't>~ \ \ t\v / I J J J ~ U) -i J1A.J.STING USE VACANT I I f lrATB.KCOURSES THERE ARE NO WA TERCOURSES NEAR THE SI TE. BENCR1l4RK DATUJl: BENCHMARK IS A CHISELED "X" ON THE NORTHWEST BOLT OF THE RAILROAD SIGNAL ON THE NORTHWEST CORNER OF SOUTH 42nd STREET AND THE RAILROAD CROSSING ELEV.=490.72. BENCHMARK WAS SET BY BRANCH ENGINEERING INC. IN 2003 DURING A SURVEY FOR SPRINGFIELD UTILITY BOARD. THE SURVEY FOR THE SPRINGFIELD UTILITY BOARD USED FOUND CHISELED SQUAf?E IN TOP FACE CURB AT EAST END OF CURB RETURN AT NORTHEAST CORNER OF SOUTH 32nd STREET AND VIRGINIA A VENUE (ELEV. =478.76) FOR A BENCHMARK. NOTES: 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS, FIELD LOCATION OF SURFACE FEATURES AND AS-BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OFUNDERGRQUND LINES. 2. THE BOUNDARY SHOWN HEREON IS FROM COUNTY SURVEY FILE NO. 41420. 3. THE TAX LOTS SHOWN HEREON ARE APPROXIMATE ONLY. 4. THE DEMOLISHED BUILDING LOCATIONS SHOWN HEREON ARE BASED ON AERIAL TAX MAP PHOTOGRAPH AND SKETCHES PROVIDED BY THE LANE COUNTY SANITATION OFFICE AND ARE APPROXIMATE. 5. THE SEPTIC SYSTEM LOCATIONS SHOWN HEREON ARE BASED ON DATA PROVIDED BY THE LANE COUNTY SANITATION OFFICE AND ARE APPROXIMATE. OWNER RELIEF NURSERY, INC. 1720 W 25TH AVE. EUGENE, OR 97405 SPRINGFIELD PUBLIC SCHOOLS 525 MILL STREET SPRINGFIELD, OR 97477 500003'00"W 357.04 500"OJ'OQ"W i ~ \. 150.00 .\ CLIENT: ) , U1 a f-C Cx::l a \ \ \ Relief Nursery - I =i _ f ;> , f / \ J \,' /~ ..,.r'''' --....~ --- --484",:,,'"'' \ I <? i>:} '<I: I ""-, ! I I I .., -.. -.. ......~, ""' .... 870 S. 42nd Street Springfield, OR /' -- -.. ..... " ...... .. ,,/ """. ~........," '"" // ! ! \ /' ~-;J"/ ,-- -.,~ -"- ''\ ,.;J '\ .I .. --.-- -.--.._..._ ~r' ,~ /'""" -- --- -- -- -......... - --.. --- --- - - -- -485---- -:.- -- --- --.... """'-- '-.... ~/ ---- \ I I > <$> ~" \ \ \ --- /' / / -- -- \ -- ---/"\. \ \ \ \ ...; :...~ -- ~i8f}....'--- --''''''' / I ( , c:,,, __..__ 4e,'),~-' --,.. ,~/ _...--~ -- /- --" .-.-- ...~-- ...-.::;frJ ""'.. . -', '\. \., ---. ..-.;lS?"'" I I I I . Q ~ ....... ) j QD d .~ 0,) ~ en ~ - ......, f-- ~ ", -...... ........-- ....---.- ~....,'" '-... ....... ...; Q en ~ CI)- 0) ~'S =~ a $.ot Q lC) ~= l~ s 0....... ..l"- eu t.> 0,) a- "; l"- =s ~ g rn:!:en~e - <'", - '--, ---488.... --....- -~..- '..... "..~~.., )- '~'-., ~ .,- ... ~ ~ . .... ~ Q) Q) ~ . .... ~ ~ ~ -..- \. EX 10" P~ PIPE FL '"" 482.80 EX 10" PVC PIPE _'" FL'.... 482.62 . ~ Q Sj o Q ~.s ~o dO,) ..... c:.!:' ~ . Q.) d Q.)o d:a '6i> -2 d 0 rz:::I ~ ..c:: ll) (.) ~ de-. as . ,... ll) t:Q 0,) · $.ot : ~ : ~ : ~ ..- en . - '1> . .... t.> \ .I;< ; ( __ .183-"'- I I I I / h< )~ <. '-J I iU1 )~ ra ) ) ) ~ ) .. 10' PVT. UTlLlTY / PVT. PEDfSTRWI AND BICYCLE CASEMENT ,.Q'I () ~ cd ~ rl ~ ~~\ \. <\\> ~~ \.~ <\\> l"- l"- ""l:t' l"- 0) d o otJ~ C ~ ~ ~ t~~~ :3]~ , ~ 't.> l"- "'Cf f":4 = _ .. Q .C ....... ..!a ....... =. ~ ..... C"':) en _ CONSTRUCTION NOTES: o REMOVE EXISTING AC OR CONCRETE SURFACE. (z) REMOVE EXISTING FENCE. (V EX. 10'_ P.U.E. I - i j I 2 l G1 ; \ t< ) I <~J \ \ " \ " REMOVE EXISTING, GAS METER AND SERVICE PIPE. PROVIDE TEMPORARY CAP, AND MARKING STAKE DURING CONSTRUCTION. RE -CONNECT, SEE' PLUMBING OR MECHANICAL SHEETS FOR METER LOCATION. COORDINATE WORK WITH UTILITY PROVIDER. REMOVE EXISTING WATER METER & CAP EXISTING SERVICE PIPE TO, ABANDON. COORDINATE WORK WITH SUB. (V (V tV (z) (V CD @ @ STAMP: EXISTING TREES TO BE REMOVED. COORDINATE WITH SUB FOR RELOCATION OR REMOVAL OF OVERHEAD POWER. REMOVE EXISTING CONCRETE DRNEWAY. SEE LANDSCAPE ARCHITECTS SHEETS FOR REVEGETATION REQUIREMENTS. SAWCUT AND REMOVE EXISTING DRIVEWAY APRON CURB TO GUTTER BAR. MATCH EXISTING CURB AND REPLACE. PER CITY OF SPRINGFIELD STANDARDS. NOT IN USE. ~ < .... M r.:. Ln Q; g s ~ z 15 a.. I- z w ~ ID ~ t:: VI .... ,U t ~ ~ ~ ~ iQ ;:) Z IL. UJ !;;;;1 f ~ J EXPIRES: DECEMBER 3/, 2010 PROJECT#: 08-114 DRAWN BY: WS CHECKED BY: LB FILE NAME: RELIEF NURSERY DATE: 11-24-09 EXISTING ASPHALT BIKE PATH TO REMAIN. EXISTING BRUSH TO BE REMOVED. 1 DRAWING: SITE ASSESSMENT OF EXISTING CONDITIONS <> OHP ~ . EX STM Am RIMa 488.66 1s"'n. 482.60 12'~fl.. 484.09 12'1l. IN: E , 484.16 :U."'FL 00 S)~4S2.58 EX STM Col. RIM= 488. 78 12"FL OUT(W}m48-1,08 .2l ~ ~ ~ z ~ ~ ~ ;b 9- 00 o ~ N GRAPHIC SCALE 30 0 15 30 I I I .~ ,II II ( IN tl:.l:.f ) 60 ,ate C1 TAX MAP 18-02-05-22, TAX LOT 1400 "":'" "rFRAME & GRATE SWALE TOP=486.25~' /, RIM 485.75 .:. J: 1 SIDESLOPE ':~. ~ r-FRAME & GRATE OVERFLOW 485.75 ;t~~~'~ ~ ~;.~ RIM 484.75 6"X6'" .......... ,':; l . ,. ~. ;. " rSWALE ~7TOM=484.50 h . . '.. " Jj!jJ' ,'.... L " .. i .; t . , ',' " ,:~"" ' :.. 6 ..... . :. .. ~ "'.,:" " './ .... / - - 1a" ,., '. ~: 18" .'. ,J"" 6" ~::.25 ~.! .~. D, ...........;~ ~'l' ;~;..! "',',. )f'> :'. ~" l';. ....~.: '.' ~.:.." :l . [: ".', ....;.." ,:.:'. <~ .', ~Pf/~~R~> '.~~~~T~rwt~~:;V ". DETENTION OUTLET STRUCTURE ~' N.1.5. . 'rFRAME & GRATE POND TOP=486.50 ~' /,' /iRIM 486.00 ,\ .;:~,' " ,rrJ:1,SI,DE.SLOPE OVERFLOW 486.00 :.7.: ~ / .-..t.. · rFRAME & GRATE 6"X6" 7l ..:};~.z~rRIM 485.00 ?to I .:":.::y:::~>.;,~ rpfRMANEyT POOL 485,00 " . j ~"j;l::~~: L - 16" '" ,;;";;:~~ ~;:" :.'i~ rPOND BOTTOM 484.00 8 PW PIPE 1;} .'. Ill.::. "r" ^' If . >'. ", ,;',,, ,.:<.,<\?;:,..,.,...,. 8" IE 484.50 ~f~<~\~g(2~;i,:;~i>;~:~y'~(~i'~~i:I~r ' ,;:~ .;;::e' PIPE CAP WITH '," 'L 8'" PVC PIPE '" 2 1/4" DL4. ORIACE ODOT TYPE D INLET DETENTION OUTLET STRUCTURE 'B' N. r.5. TYPICAL CROSS SECTION STORM wATER QUAU1."f & DETENTION ::'"WALE PROPOSED PAVED,] PARKING (TYP.) A ~ I 1.75' DEPTH- NA nVE SOIL EX 10'" PVC PIPE FL = 482.80 EX 10" PVC PIPE ___ FL = 482.62 I I I I I I I I I I I I I I I I I I I I I + I,~ I (2) I I I 1 I I I :110-.1 p..:' l- . ~ " ,U: to: . .... .... t:- .. . :1>..: .....~... ~) ~ ~ ~ ~ ....... ( ~ ~ ~(~ \ \ , I I I I ~ - ---- --- ' /' ---- I/'----- ----- I @ / {} 'fr I 00 o 0 )- -@ 10' PVT~ UTIL/TY/ PVT. PEDESTRIAN AND BICYCLE EASEMENT I I I I -i ~ ~ 0: () I ~ ~ I ~ I 0 I -- 1 Gj I I I _" INV:484.50@ -/J ' '--.J' ~.. ( ,r r 1 1-- I 1 I I I I I I I' I , S=0.5%@ CD I- d 00 INV:485.50, @ @ I- @ 00/ lr~' , ,II, , , - _ INV:484.50!fJ\ 00 ~ D' 0 EX. 10t ~ P.U.E. x ~ <( tn l") Iii v r-:. S o ~ ~ z- ~ ~ ~ {E)ST (E)ST -24"-(E)ST. (E)ST 12" UTILITY 1'1!iRIFICATION (E)ST (r:)ST -(E)ST -24" -(E)ST (E)ST (E)ST . - (E)ST - - (E)ST ~- (E)ST s. - {E)ST . - (E)ST ~ST l\:) l; - (E)ST (E)ST (E)ST . 42nd STREET ~ C\J N U t ~ ~ a: w I:; (J) ~ iQ ::> z u.. w ::l f ~ EXISTING C. O. RIM = 489. 47 EX WW MH RIM= 487.59 altFL. IN (E) = 474. 29 8"FL. /N(W)=474.29 8HFL OUT(S)=474.22 EX STM MH RIM= 4B6~ 92 24nFL IN(N)=4B1.21 24"FL OUT(S)=481.20 18"FL. IN(W)=481.62 18"FL. IN(E)=481.62 LEGEND (PROPOSED CONDITION) . Rowell Brokaw Architects ww ww~ ww WASTEWATER LINE . ST ST~ ST STORMWATER LINE W W W W WATER LINE Rowell Brobw Archltec:ts, P.C. 'Fl Fl Fl FIRE LINE One East Broadway, Suite 300 Eugene. O. ~'~".. 97401 'E E E ELECTRIC LINE Voice (541) 485-1003 Fax (541) 485-7344 CLEANOUT www.roweIIbrokaw.com C L.IiI DOUBLE CHAMBER CA TCH BASIN ~ DITCH INLET 'DCAI DOUBLE CHECK ASSEMBLY IRPBf1 REDUCED PRESSURE BACK FLOW ASSEMBLY Ii] WATER METER ^ SWALE FLOW ARROW CONSTRUCTION NOTES: CD FURNISH AND INSTALL DOUBLE CHAMBER CATCH BASIN r 2A '\ FURNISH AND INSTALL DETENTION OUTLET STRUCTURE A PER DETAIL THIS '-:::::/ SHEET. @ @ <E) <E) u'11LITY NOTES CD 0 CD CD @ @) CD CD @ x @ x @ x 40' PRIVATE @) JOINT USE ACCESS x __ EASEMENT PER SURVEY 0) REC. 2009-008988 x @ x @) x <0 x @ x @) x Qi) x x FURNISH AND INSTALL DETENTION OUTLET STRUCTURE B PER DETAIL THIS SHEET. FURNISH AND INSTALL AREA DRAIN (JR SMITH MODEL 2315 AREA DRAIN WITH 3" OUTLET.) FURNISH AND INSTALL ~" SCHEDULE 40 COLD WATER P-TRAP PRIMER PIPE. COORDINATE WITH PLUMBING PLAN. FURNISH AND INSTALL COMPATIBLE FITTING AS INDICATED PER PIPE SIZE SHOWN. CONNECT TO EXISTING STORMWATER LATERAL. PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING STORMWATER LATERAL SHOWN IS APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. CONNECT TO EXISTING WASTEWATER LATERAL. PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING WASTEWATER LATERAL SHOWN IS APPROXIMA TEt FIELD VERIFY LOCATION, SIZE AND DEPTH. CONSTRUCT CLEANOUT AT CONNECTION POINT. WASTEWATER CONNECTION TO BUILDING. SEE PLUMBING PLANS FOR CONTINUA TlON. WA TER CONNECTION TO BUILDING. SEE PLUMBING PLANS FOR CONTINUATION. FURNISH AND INSTALL 3" ASTM 0-3034 PVC WASTEWATER PIPE 2% MINIMUM SLOPE. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. FURNISH AND INSTALL 61t ASTM 0-3034 PVC WASTEWATER PIPE 1% MINIMUM SLOPE. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. NOT USED FURNISH AND INSTALL 6" ASTM D-3034 PVC STORMWA TER PIPE. SLOPE AS SHOWN. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. FURNISH AND INSTALL Btt ASTM 0-3034 PVC STORMWATER PIPE. SLOPE AS SHOWN. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 FEET OF STRUCTURE. FURNISH AND INSTALL 12" ASTM 0-3034 PVC STORMWATER PIPE SLOPE AS SHOWN. FURNISH AND INSTALL CLEANOUT. FURNISH AND INSTALL 1-1/2't SCHEDULE 40 PVC WATERLINE. PROVIDE 36,t MINIMUM COVER OVER PIPE FURNISH AND INSTALL REDUCED PRESSURE BACK -FLOW PREVENTOR. APPROXIMATE WATER METER LOCATION. WATER SERVICE AND METER SIZE BY S.U.B. SPINGFIELD UTILITY BOARD (S.U.B.) TO MAKE WATER SERVICE CONNECTION TO EXISTING MAINLINE. FURNISH AND INSTALL 2tX2' CLASS 50 RIP-RAP PAD AT DRAIN OUTFALL. CONSTRUCT STORMWA TER QUALITY TREATMENT AND Dt.1 t.NTlON SWALE. PER PLANS AND DETAIL ON THIS SHEET. SEE LANDSCAPE PLAN FOR PLANTING REQUIREMENTS. FURNISH AND INSTALL 4 ,t DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SERVICE WITH FDC, DEVICE TO BE IN AN ABOVEGROUND ENCLOSURE MEETING THE REQUIREMENTS BY S.U.B. PROPOSED POWER FEED. SEE ELECTRICAL PLANS FOR MORE INFORMA TION. CONSTRUCT NEW FIRE HYDRANT (S. U. B.) 1. THE LOCA nON OF EXISnNG UNDERGROUND unLlnES ARE SHOWN IN AN APPROXIMA TE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTA nVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCA nON OF ALL EXISnNG UTlUnES BEFORE COMMENCING WORK, AND AGREES TO BE FULL Y RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTL Y LOCA TE AND PRESERVE ANY AND ALL UNDERGROUND unLlnES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERV1CE ALERT (USA) AT (800) 227..;.2600 TO INDICA TE EXISTING UnLlTlES A T LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUnONARY MEASURES TO PROTECT THESE U nLl TIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL unLlTY AGENCIES AND THE CITY HAVE BEEN NonFlED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 2. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCAnON, ELEVA nON AND MA TERIAL TYPE FOR ALL EXISTING UNDERGROUND UTlLlnES ON SITE, ACROSS THE SITE AND A T THE INDICA TED POINTS OF CONNECTION. IF THE EXISnNG CONDITIONS DIFFER FROM THA T SHOWN ON THE PLAN THE CONTRACTOR SHALL NOnFY BRANCH ENGINEERINGt INC. /MMEDIA TEL y. THE CONTRACTOR SHALL VERIFY THA T THE NEW UTILITY SERVICE WILL MEET THE INDICA TED PIPE SLOPES. 3. SITE PLUMBING SHALL CONFORM TO THE UNIFORM PLUMB/NG CODE AND MANUFACTURER'S SPEC/FICA nONS. PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL VERIFY THE LOCA nON, ELEVA nON AND MA TERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES THROUGHOUT THE SITE AND A T THE POINTS OF CONNECTION. THE CONTRACTOR SHALL VERIFY THA T THE PROPOSED UTILITY SERV1CE WILL MEET THE INDICA TED PIPE SLOPES & IMMEDIA TEL Y NOTIFY THE CLIENT REPRESENTA TlVE AND BRANCH ENGINEERINGt INC. OF ANY CONDlTlON(S) THA T WILL PREVENT CONSTRUCTION OF NEW UTILITY SERVICES AS INDICA TED ON THE PLANS. EX STM MH RIM= 488.92 18"FL. IN'N2= 482.86 12"FL IN 'W)=482. 04 12"FL IN(E)=482.68 24V1>FL OUT(S)=481.95 EX STf;/# MH RIM= 488.66 181tFL IN(N)=482.60 121tFL. IN(W)=484.09 12"FL IN(E)=484.16 24"FL. OU~S)=4B258 EX STM C.I. RIM= 488.78 12"FL. OUT(W)=4B4.06 . ...~ " / '.' : JA ~ ~ - . J' : ~ ': ... /. '.' .~}.'.~'.' {., !:.~.~:.:-'.'.'~. ::':; ~.' ~ '. ..~. .. .,>....:.::~ :':' :-...~. ~: ~...~....~ "4~~ -:':"'~,~' , " ~~': ~':~ : ,,:, INV:48J.50 tf4'\ \~q ~~ . f'l- S< .' (J) ti ~<J t r-r @ {} if . \ st;-~--"-ST-; . 'ST' /c'i INV:485.75 '..~'. :....---- S=O.5%@ > INV:484.25 @ @ Ilvv:'fO'f.L;) . ~ ... .\...~-~~- / Xx . m ; ~/-@) (.)/ ~m" /' (X~'<'1~1;~ : .J':;:l~~ 'ST ~~ 'SD 0 ~ 'ST ST 'ST, ~<'- l \...!.J./ ...... .,. .~. .' . '.", . . "/ \ '" S=O.5%~ ~-@I '. .. ~. ..' . .....'. c} INV:48J.OO@ 0V I 0<< '. "-..~:\..~.c}~ ti . : x . .19 / 14 INV:48J.87 INV:486.Q, I ../~. @, ~, r~, r x ______ . x..>(X " ~ I ~ I -=:::::--- \S'r . (x'XX Y ~ ~ ~-* ::: \ 0v/6 4' E,l(fSTlNG PUBLIC WATER UTILITY EASEME,>JT ~ - INV:48r 50:t @INV~O \T ~TST S~ST STST S1'.s; 5!fSTv stST ~T C.~~ . I (7EEL 2F47R'II/NST ~6849~4) I ) // . L CD '\ x ~ .. -----------------------\--;----------+2'-'j!Il\o-~~.----- M _____________-1__________ ;/---: n --.n.~ =~_._L ~_..:.x.c.._.~_______ ~ ". ' ~'. '. --....-,. \~' ".., .' t ' "". I ~ << . 4@"'''''4 : ~ ..;::.... "~ . l'::"." '. ,. '... . !4' .' . . . , 4>: I:a. .....f."'..... . <l. . 11>0' . ~....,. .,. .~, lll. <\" '.' : h' . ~.' .. . b. ~. . .'w <<""'. '. '.' .'. .... :.'. .,;..... ~ . ...........,..:.. ..:..",.... ......3...~:.~. .;.b.."... ',"'42>...1>.. . ......:. "~"".~' ..,..b>..... ",': .".'~'., "., ~ ....... ..t:.. :ll,. .~. ..~: Ik..:- .....~...~-:. ....f!.r".... ..:. ,: .... ...........:~ " :..... '. :".' .... .". . )." . . "" .' . ..... '4 lII<.. ~ t. . ~. 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EX STM C.I. / . ~ --(E)WW. ~ ~ @8,g ~ '-:' (E)WW-..o" -. c; RIM= 488.73 "U (E)WW- -(E)ww_ /':i\ ~ 12"FL OUT(E)=48J.83 'm ~ 1- " l' - (E)ST (E)ST (E}ST -24 t1 - (E)ST - (E): iT It G:) --. """' ~ n (1) I' ~ n (1) LlJ ,;;-' -================= .. ========liI~miI~",.,.", .~,=;:7'1======?\'<'!>' '~;"0=="1l ==-V=j--== ,=' , ==,==~ ,"1i=:==== ~ ,:--. ~.,f~'.-"":=:::::;:!, ,~ . ":::...======= " =========7', I " ;;,..; . .' -, "i$it= .... ..:-C-L.,.- i\ ", . J: ...." .-J' ",. .~ . <<(QW4"'121t ~_"'~'_d' {f}W-..,.-,-.~~_l.,~!l..{i}\ff_=.- {t:,. ,h:..~........._: . << ~)W"_~-' (It).w...12" ~ ' t(".~E}w....-._~w...,=~~."'"'~..'-7". ({f)1Ji'".,,,,,, ~. . '.~ .:..: ~. .... . . '. ", '. .'. ~ ~. ~ : .' :.. -. ... . . ." '. ~". . __' .' '/: ;. .., ";... -'.: . :...;.:. .... ;; -- ~ ~ :. :': ~,~..:..: . . ~ · '.' ~...,'..' ~ . '" .: . ~ . ~. . " ". -. '." ~ ri> '~.. ....-:.' . ~ .~' '. '; ;...~ ."..~ . 't.,;; ~ ~ : ' ~ ~ . ~ ...... " . · .'. .;.. : x'...::.:.. i ..:. .....~ > .'...... ~., <. '. . ..': >. .' . ' .... , :. . ~ .: :.. ) B ~ P.! '" z ~ ~ :; &, 9- 8 o ~ N -z . GRAPHIC SCALE 20 0 10 20 40 ..~ I I ( IN FEET ) PROJECT: RELIEF NURSERY CONSTRUCTION REVISIONS CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR . C,) ~ ....... ~ ~ .~ ep 5 en ...... ...; 0 en ~ <DC; c:r.> g.- ~ f:: ..... ~ 0 u:':> t:t t ~ C\2 os::: ~ SoOt'- 1 0...... ...t'- Cl>to.)eps- aI~=s.;g rI.2......enene "; ~ Sf .a o~ o ~ . ..+a) b.f) 0 d ep '1"'4 t.:J M . ~ ~ ~ 0 d~ ';D -e d 0 r:l ~ ..d ~ o cu d .... <<sE-t M · ,:Q ~ ; ~ ~ 1:> ~ E en . ~ .- to.) ... ~ ~ . ..... ~ (1) (1) ~ " ..... ~ ~ ~ rl " 1 CJ ~ cd ~ m (E) l"'- ~ t'- c:r.> ~ o ..+a)~ {]~~ en"C:fcr ~l~ ~ .S! ~ ~ ~ ~~ ...... ~ en _ STAMP: EXPIRES: DECEMBER 31, 2010 PROJECT#: 08-114 DRAWN BY: WS CHECKED BY: LB FILE NAME: RELIEF NURSERY DATE: 11-24-09 DRAWING: SITE UTiliTIES C2 Rowell Brokaw Architects II LEGEND SITE BOUNDARY ADJOINING LOT RIGHT-OF-WAY EASEMENT CENTER LINE EDGE OF ASPHALT CURB FENCE CONCRETE SIDEWALK RoweD Brokaw ArchIt8c:tI. P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice {541} 485-1003 Fax (541) 485-7344 WWN.rowelbrokaw.com =============== I ! i i x - x x ~x x \ \ j 1 . '.., : 4" . - ,:,:". . . .. i' '.A . 4' . \ ) , > CP <..:.) \ , \ ! . I .6tj ~:,.:==""""..~,:~,..' .-4B~~~254::K ,\. ~ , /AG<486.50""",~~6.50 r RIM: 485. 90 / / ~. . J\.J\.7-?\C'4/jl2.:...>d ~ . 486 / '", =- 86 .. . ... . ;. ,. .'. AC:486.35 I \ . 0'6~ / AC:486.441 "" -- . / \ - /f (]) /f- "'3- -- AC:486.~5\ : I r AC:486~55 AC:486.77 -* ' AC:486.58 - TB:486.2~~ - _ _ _ RIDGE _ V'"'~ _ _ "-AC:486,J AC:486."85_ ~ \ . \, 482 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I \ CONSTRUCTION NOTES: CD CONSTRUCT VERTICAL CURB I PROJECT: \ \ \ RELIEF NURSERY i ! I CD CD CD CD CD CD CD o \ CONSTRUCT ASPHAL T PA VlNG \ \ \ / CONSTRUCT CONCRETE WALK \ '. \.1 NOT USED \. " CONSTRUCTION REVISIONS CONSTRUCT STANDARD SETBACK DRIVEWAY APRON PER CITY OF SPRINGFIELD - CONSTRUCT STANDARD CURB CUT. CONSTRUCT STANDARD CURB AND GUTTER MATCH EXISTING, PER CITY OF SPRINGFIELD I " '\ Ip ~/~----=:::::- (/!S// ---- \ >~...~ CONSTRUCT 12" WIDE CURB OPENING WITH 2'X2' RIP RAP PAD .,. Co trI SEE ARCHITECTS PLANS FOR COURT YARD AREA. ..... U,) Ol r " PROPOSEDEARTl1 wORK QUANTITIES -, PROPOSED 40' PRIVA TE JOINT USE ACCESS EASEMENT PER SURVEY REC. 2009-008988 -- -- ,rCiY 2500 CU YARDS CUT 3200 CU YARDS FILL x j ,: I 700 CU YARDS FILL NET x CLIENT: ,\ -' /'\ NOTE: QUANTITIES FROM FINISHED GRADE TO EXISTING GRADE. I '\ AC:487.60J ~~D8 I Relief Nursery x 870 S. 42nd Street Springfield, OR x FIRE PROTECTION NOTES: I \1 1-' ,~ I I I I t I x 1. FIRE ACCESS ROADS WILL BE DESIGNED TO SUPPORT AN 80,000 LBS IMPOSED LOAD. 2. ~'No PARKING FIRE LANE" SIGNS WILL BE INSTALLED ALONG FIRE ACCESS ROADS. 10' PVT. UTILlTY/ PVT. PEDESTRIAN AND BICYCLE EASEMENT 1_ \1 I' ~ <( ! I Q ': () II <(, 1--16 I ~ I 0 l ..- i f\ Cj 1\ 1\ '1\ ~ ' "'" j ; "'" x x EX. 10' :- P.U.E. x . Q d ~ tlO .~ Q,) 5 00 ~ z i "1' '1 x ..-4 ...; 0 tI) ~ ti3 ~~ is (.) QlO ,... b.O C'\! o a Q) I So 5 ~ S Q..-4 .. r-- t.> Q) S- ~r--~~f:S rIJ:!:~~e ... bD ~ . ...-4 ~ Q) Q) ~ . ...-4 bD ~ ~ ,<1 C) ~ cO ~ rl 6 Xc . '-; (.) a 'a o..c1 o ~ . ~ ~Q .S ~ M . Q) ~ Q) Q d+1 .6iJ -t d 0 JZ1 ~ ~ ~ o as de!::: as . ,.,. l'n Q:l Q,) ~ ~ : 1> : .5 00 x. '........ x r- ~ 0) ~ Q ....b.O Q,)Q)r- Ef~f6 i ~ .. c::> "'l:fl ;3Q)~ ~~'Qr-- '"Cj ~ .~ -::4 .!~~~ ...... C":I tI) _ x .t1<. . t. ~. ":" : ~. ..~~. . "'. :'~ :'~ ,:~\ " . -". -......:....:..: ,~ . ::J:' ,~, ..: ""-~ . .. . . .... . ......: 4". ....... 4. ..:\I.. t;; . .' ..' JIb,.'. ,4 . ( . ~ .>-4 U ~ -- ---........- ~ . . ,;.'. .4.' ::"--'tIo.. ~ '6--~- . . . olIl~. "'. ':4 ~ - .: -- ...".....- '--.. "'- .......... = = = = = = -"'~.Jfcr1 ':== --- ....-r .~- -- ~ ..... ~~~..~,~.~..=;~:=..=.~ ~ ..=:.-==:.= --== -== --=='~;:: ':== === === ~...=:=.~;;;; --- ----==============~~ /' =======~===== EXISTING PUBLIC WATER UTILITY EASEMENT __ , (REEL 2247R, INST 9684924) '~8;k _~,_ __ ~ ".< ~ --. ~ STAMP: .-,- - --- -...,,- ..-..... .o""~ ~..- '- -..... --..... ""..."...... ....- --..... -, --. _. 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WITTlc:OF=> 1/811 = 11411 ~ea--u~1 E1.0 THIS DRAWING IS THE PROlE""cu PROPERTY OF BUILDtJ(l'~ ElE\#uuc, INe. FOR THE USE OF THEJR EMPLOYEES FOR THE CONSlRucnON OF THIS PRO~&;>QQ.lf.la~~~aJTRERS IS Not.AiLowm AND SlRIClLY PROHIBllED. COPYRIGHT 2009