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Home My WebLink AboutMap APPLICANT 7/11/2008 (2) PeaceHealth Medical Group Nurse Midwifery Birth Center 353 DI=ADMC)ND FERRY RD. SPRINGFIELD OR, 97477 PROJECT TEAM SCOPE DESCRIPTION 03.14.06 OWNER: These construction drawings are to illustrate the tear downlraizing of all the existing structures , well house and removal of some quanity of existing asphalt parking surface on the property. The new structure will be built of wood frame construction with a height of 1 story. The overall building project square footage is 4022.5 S.F. PeaceHealth Oregon Region Director, Land Use Planning & Development 123 International Way Springfield, OR 97477 Tel:(541) 686-3828 Fax: (541) 335-2595 Mobile (541) 912-9281 Contact: Philip Farrington Design-build electrical, mechanical, plumbing and fire protection documents are to be reviewed by PeaceHealth Representative, Jim Werfelmann prior to permitting. All permits should be secured prior to the commencement of construction. ARCHITECT: Anderson Dabrowski Architects, LLC 1430 SE 3rd Avenue, Suite 200 Portland, OR 97214 Tel: 503.239.7377 , Fax: 503. 239. 7327 Contact: Jon Anderson, AlA, Principal Contact: Brett Leibbrandt, Project Manager Submittals for mechanical, electrical, fire protection/alarms, plumbing, door hardware, casework, and finishes to be provided for review and approval by the Owner and Architect prior to order or fabrication. All work to meet PeaceHealth requirements and building standards for this facility. Any questions regarding product standards or procedures should be directed to PeaceHealth representative, Jim Werfelmann or the architect. GENERAL CONTRACTOR: Anslow & Degeneault Signature Homes 1953 Garden Avenue Eugene, Oregon 97403 CCB# 49169 Tel: 541. 484. 0070 Fax: 541. 687. 0646 Contact: Gordon Anslow CIVIL ENGINEER: KPFF Consulting Engineers 115 S.W. Fifth Ave Suite 2400 Portland, OR 97204-3628 Tel: 541.684.4902 Fax: 5030274.4681 Contact: Matt Keenan PROJECT DATA STRUCTURAL ENGINEER: Nordling Structural Engineering 6775 SW 111th Suite 200 Beaverton, Oregon 97008 Tel: 503.924. 5901 Fax: 503. 924. 5903 Contact: John Nordling, PE JURISDICTION: City of Springfield Oregon, Development Service Department Springfield City Hall, 225 Fifth Street Springfield, OR 97477 Tel: 541.726.3753 Fax: 541.726.3689 Birthing Center 353 Deadmond Ferry rd. Springfield,OR, 97477 LDR 4057.2 S.F. LANDSCAPE ARCHITECT: D.L.A. 474 Willamette Street, Suite 305 Eugene, Oregon, 97401 Tel: (503) 683-5803 Fax: (503) 373-0313 Contact: David J. Dougherty A.S.L.A. Contact: Nicole Ankeney PROJECT ADDRESS: ZONING SQUARE FOOTAGE: OCCUPANCY TYPE: OCCUPANCY LOAD: CONSTRUCTION TYPE: STORIES: PARKING B Occupancy OREGON DEPARTMENT OF HEALTH Less than 49 occupants Oregon Department of Health 3420 Cherry Avenue NE, Suite 110 Keizer, OR 97303 Tel: (503) 373-7201 ext 22207 Fax: (503) 373-0313 Contact: Bob Losch Robert.Losch@state.or.us Type VA - 1 HR. Rated - Fully smoke alarmed 1 - With Mechanical Attic 1/300 sq.ft. Min. = 14 parking spaces including (1) H.C. van space Compliance with OSSC Energy Conservative Requirements is by Prescriptive Path #1 Thermal insulation is as follows: Floors: R-25 Batt. Exterior Walls: R21 Batt. Flat Ceiling: R-38 blown in Sloped Ceiling: R-30 high density batt. Windows are aluminum cladd wood, low-E coated with min. U Value of .40 Exterior doors: are aluminum cladd wood, low-E coated with min. U Value of .40 Ducts are insulated to R-8 Structure framed using Advanced Framing ENERGY CODE COMPLIANCE LOCATION PLAN -- DRAWING INDEX C) Architectural Drawings A1.0 Cover Sheet A2.1 Site Plan A2.3 Trash Enclosurel Bike Rack details C1 Civil Notes C2 Site Assessment C3 Utility Plan C4 Grade Plan C5 Horizontal Control Plan C6 Details C6.1 Details C6.2 Details A3.1 Floor Plan A4.1 Building Elevations A4.2 Building Elevations LA-1 Landscape Plan E-3 Lighting Photometries Plan Scale SITE PLAN - Q) Scale nts AREA OF WORK DEFERRED SUBMITTALS Mechanical Drawings To be submitted separately by the design-build subcontractor Electrical Drawings To be submitted separately by the design-build subcontractor Plumbing Drawings To be submitted separately by the design-build subcontractor Fire Protection Drawings To be submitted separately by the design-build subcontractor APPLICABLE CODES 04.01.07 All work to meet current federal, state, county, city and IADA codes and regulations. 2007 International Building Code 2007 Oregon Structural Specialty Code 2004 Oregon Mechanical Specialty Code 2005 Oregon Electrical Specialty Code ~ f 14 Cd (]) ~ (]) U. cd (]) ~ ANDERSON DABROWSKI ARCH ITECTS LLC 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com AlL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LLC. ANY USE. REUSE, OR DISCLOSURE OF SAID PLANS. REPRODUCTIONS, IDEAS. DESIGNS. ANDIOR AFtRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC. IS PROHIBITED BY lAW. PeaceHealth Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD S~PRINGFIELDJ OREGON 97477 Submittal Type Revisions: Date: 7-01-08 Scale: AS NOTED Project No.: 07155 File Name: XXXA1.0 Drawn By: BDL Checked By: JMA Jurisdiction Approval: 2005 Oregon Plumbing Specialty Code Date ReceivE9d: JUL 1 1 2 All Oregon Occupational Safety and Health Division Standards Original Submittal Anderson Dabrowski Architects, LLC, is not responsible for ensuring the accuracy of the square footages listed on these contract documents. For legal or leasing purposes, final square footages should be verified by others. This project must meet all current, applicable and accepted versions of the IBC, ADA, UFC, NFPA, OARs, etc. National Fire Protection Association 99 1999 2000 National Fire Protection Association 101 j)R~20~~ 000+1- p(?a(~ ~ ~ NUv~ M\.du) t feJtrJ -e>\Vtr] ~ S ~ 'PfBV\ -r.e1.--+anu~ 2002 National Fire Protection Association 13 Sheet Title: COVERSHEET S.heet No.: A1.0 ~o.o DEADMO ~-- 4'3!> 4< 4 UNDERGROUND LINES o . 0 0 . ~'QLN" TELEPHONE _ CURB CUT AND REPAJR T@tHCH E(lSTING SIbE'WALK #\REA 0.0 t{Rf'R60 0.0 0.0 - - 4< PP WITH UNDERGROUNDO .0 UTILITY DROP 24' o Evtg. 0 ~xQ Q~~IO ~PQ + ~ PQ 4< . 4< b.o .J2..JLro-2..:.Q.. 1'til-- ~PQ PQ PQ FOUND 5/8" IRON ROD- :i~o.i i' + +0. .5 0.2 -'--'--'--1 0.0 0.0 0.0 r.o 0.0 J. BUILDING ~ SIGN : 0.0 0.0 b.o i.o 0.0 I PP o . 0 jii .i. 1, \]" " 0.0 1\., {L6 0.5 11 1 0.0 0.0 1.9 (}A .1 0.0 0.0 1.1 't, ~ 0.0 0.0 :> : 0.4 ~: 1\ ., 0.0 0.0 t) : 'to ^ :J : 0.2 0.4 0.7 0.6 1.4 1.1 1.6 0.9 56' 1.0 1.1 1.3 0.7 1.0 1.5 't J .. ,t. ~ '.0 0.0 Luminaire Schedule Symbol Qty -0 4 · 4 1 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 0.0 0.0 .0 ~., 1. _ tJ A ~ 1 0.0 I {L2 0.0 0.0 0 0 ~: 1. \} A ,i rJ.o 0.0 0.0 0.0 0.0 0.0 0.0 ~, i', ,... \, ...(, t\1 . ".", ..... Filename ~ UCM-H3-FTG-175MH.IES CB12-R-42-CO(WHITE)-XX-IOOMH.IES Label H3 B Arrangement SINGLE SINGLE Lumens 14000 9300 LLF 0.720 0.720 Description UCM-H3-FTG-175MH-ARM CB12-R-42-CO(WHITE)-XX-100MH 0.0 0.0 0.0 ~., {}" 2 "'" . "I" ;) r ;t 1. ~ _ tJ A ~ 0.0 0.0 0.0 1\, Calculation Summary Label CalcType Units Avg Max Min Avg/Min MaxiMin Description PARKING LOT Illuminance Fc 2.09 8.2 0.0 N.A. N.A. readings taken at grade Spill Illuminance Fc . 0.24 4.8 0.0 N.A. N.A. Readings taken at grade '0.0 1}" 6 {L 7 2.5 0 2.8 TRANSF. 1} It 't ,.. :1.1 .:.. " li lL 7 Phr~ MOUNTED SIGN AT MIN.T-O" . t, 6 2.0 \) It... 0.0 0.0 0.0 TAX LOT 2200 '0.0 0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 '0.0 '0.0 '0.0 o . 05' 1L1 1,., , I lL 1: 0 . 0 I ~ 435.50' FINISH FLOOR 0.01 0.0 BIRTHING CENTER SQ. FT. 4057.2 I o . 01 '0 . 0 b.o! 0.0 0.0 0.0 '0.0 '0.0 0.0 '0.0 '0.0 0.0 0.0 .0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 .0 '0.0 '0.0 0.0 i? Co crt) 0.0 0.0 0.0 0.0 '0.0 ?\ : 0.0 1. .- \J .. " {)'1 {L 6 {),.2 ~\ iJ A ~ t, \, . ..(, 't ,.. 1.. ..(, t. .- lJ ^ ,"j 1.A 5 t)" 4 tJ.4 t, '~ l) A 2 !JA :i 'I;. lJ ...J.. .~ 0.0 'b .0 'b. 0 'b. 0 .,. 0.0 o.oj 0.0 '0.0 I '0 . 0 : 0 . 0 '0 . 0 I '0 . 01 0 . 0 ^o .0 I 4< 0.0 I N90000'OO"E '5l"?6: " 1. PARKING LOT PHOTOMETRieS PLAN C) SCALE: 1" = 20'-011 0.0 0.0 ,..d ~ V' . 4 cvJ a) ~ a) ~ Q) ~ ANDERSON DABROWSKI ARCH ITECTS LLC 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LLC. ANY USE, REUSE, OR DISClOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS. DESIGNS, ANDIOR ARRANGEMENTS WITHOUT THE WRI1TEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC,IS PROHIBITED BY LAW. PeaceHealth Medical. Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 7-01-08 Scale: 1/4t1=1'-O" Project No.: 07155 File Name: XXXE1 Drawn By: BDL Checked By: JMA Jurisdiction Approval: jUL 1 1 2 Original Sheet Title: PARKLOT-PHOTOMETRICS Sheet No.: E3 ~ 9 ~ ~ ifi :t: ~ ~ ~ z () 1: I \l) Z 1: in GUY ViIFtE STAt<fS AS SPECIFIED - EVENL. Y SPACJ (2) EACH ORNAMENT AJ../CONIFER 1'RfE (9) EACH SHADe TREe 4' SL.OPE TO GRADe REMove 6URl-AP FROM TOP 1/6 OF ROOT 6ALl.. MU1...CH AS SPECIFIED (2" C~ AT "1"Rl. z ~ 1: PJ..ANTING SOIL. SUB GRADE COMPACTeD TOPSOIL. (6aoVi ROOT 6Al..L.S ONL. Y) NOn: MARt<. THE NORTH SIDE OF THE TRa: IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SI1'E ViHEN evER POSSI6L..E. TYPICAL TREE PLANTING SECTION SCA1...E: 1/.2" = 1'. ADJACENT 6UIL.DING OR EDGe OF PLANT 6ED ~ SPACING "D" 6" O.C. 6" O.C. cr' O.C. 12" O.C. 15" O.C. ROVi nA" 2.6" 5..2" '.e" 10.4" 16.0" SPACING "Dn 1e" O.C. 24" O.C. 90" O.C. 96" O.C. 4e" O.C. ROVi "A" 15.6" 20.e" 26.0" 90.0" 41.5" @ :~IJNDc.ovER SPACING DIAGRAM N.T.S. PJ..ANT eCHE:tiUJ..E: I KEY I GTY.1 BOTANICAL NAME TREES ACe 2 ACP6 2 COE 2 PY'cc. 1 St<. 1 ZSV6 4 I COMMON NAME I MIN. SIZE I COMMENTS 6' ht. 1.15" cal. 1" cal. 2" cal. 6' ht. 2" cal. Acer circinatum Acer almatum '61ood ood' COrnus 'Eddie's Vihite ViOnder' P rus caller ana 'Chanticieer' Stewartia koreana Zelkova serrata Villa e Green' SHRUBS AJ 1 Aucuba japonIca VarI~ata' Gold Dust Plant 5 ~al. matching, full AZE 1:2 AZalea 'Everest' Everest Azalea 9 gal. matching, full AZNR 1q AZalea 'Nice Red' Nico Red Azalea 2 gal. matching, full A:z.S 6 Azalea'Stewartstonlan' Stewartsonlan Azalea 9 ~al. matching, full CT 19 Choisya ternata Mexican Oran~e 5 gal. matching, full, staked DO e Daphne odora Viinter Daphne 9 gal. matching, full ENC 1 enklanthus campanulatus Redvein EnkIanthus 5~al matchIng, full EUAC 9 Euonymus alata 'COmpacta' 6urnina 6ush 5~al matchin~, full EUF 19 Euonymus fortunei 'Emerald Gold' Emerald Gold Euonymus 9~al matchin~, full FAJ 2 Fatsla japonlca Japanese Aralia 5 (;lal. matchIn~, full HEP 5 Hebe 'Patty's. Purple' Patty's Purple Hebe 9 aal. matching, full HS 9 Hibiscus syriac.us Rose of Sharon 4' ht. matching, full L.EA q L.eucothoe axillarls coast L.eucothoe 5 ~al. matching, full, PIF 6 Pieris Forest Flame' Forest Flame Pieris 5 aal. matchin~, full POM 1e Polystichum munitum SWord Fern 9~al matching, full RHD 9 Rhododendron 'Dora Amatais' Dora Amatais Rhododendron 9 aal. matching, full RHJ 11 Rhododendron 'Jean Marie Montegue' Jean Marie Monte~ue Rhodo. 5 aal. matching, full RHP 5 RhOdodendron 'PJM' PJM Rhododendron 5 aal. matching, full RHS 6 Rhododendron 'SCintillation' SCIntillation Rhododendron 5 aal. matchlna, full RHU 6 Rhododendron 'Uni'lue' Unia.ue Rhododendron 5 gal. matching, full SAR q Sarcococca ruscifolia FragrantSarcococca 9 ~al. matching, full SkJ 6 Skimmla japonica Japanese SkImmia 9 ~al. matching, full SP JL. 6 Spiraea japonica 'L.ittle Princess' L.ittle Princess Spiraea 2 gal. matching, full VID 24 Viburnum david if David Viburnum 5 aal. matchin~, full VIT 6 Viburnum tlnus 'Sprlna 6OuGluet' Sprin~ 60uquet Viburnum 5aal matchin~, full 6ROLJNDGOVERS AND PERENNIAL.S ASF , Astilbe 'Fanal' Fanal Astllbe 1 gal. matching, full AF 12 · AQ,uilegia formosa Y'iestern Red COlumbine bulb lar~e DF , Dicentra formosa Pacific Bleeding Heart 1 ~al. matchin(;l, full HO e Helleborus orientalls L.enten Rose 1 ~al. matchin~, full HEPP 22 Heuchera 'Palace Purple' Palace Purple Heuchera 1 gal. matching, full HGS , Hosta 'Gold Standard' Gold Standard Hosta 1 gal. matching, full OJ 12" o.c. Ophiopogon japonlcus Mondo 6rass 6" pots matching. full RUC 12" o.C. Rubus calyc.inoides Rubus 1 ~al. matc.hing. full '--- be'.:) ~ .----- .---------- .---- -------- -------- DEADMOND FEF<J<~Y--ROAD ~" ------ / PROPOSED LAViN EVL1'-----,---_____ __- :..:'::..r.: '.~~~: :::.... ~': '1'.3/" :".:' :: ;:.....:; ::: ...:::~<.~~-:.:....~::..:~~.:. ".:'. ~'.' <:IV:..'~ .~....: :. '.: ~.~,.~.:' :~l:)'.. v.,.. .' ..T.....;..-.-""~,........,t;.i-.. '. . ..... ." ." . " .'. ...... .' '., .:L rr~,.... ;\..... ....:r...~. .oNROD-~(. - '" "'~ \~SID&lALK 1 -~>~"<'~~""-~- -- , ICV \ I \ ~"~ 1 I \'1/ 'l1 ...., · #57 \ \ \ ..... ., 38" FIR \ -..v \ \ sf .. <': I ~ \ \ ,. .' , 0 0, -..v ,,\'--.... 0 #61 '. .4;. '~ I #56 \ -..v \ .~ 0 #59 22" FIR .. ,... .' ~: 36" FIR \; : ~\ 0 ~~~ FIR \ 12" FIR #:0 > .. :.' · ~ #55 \ '" \ \ 14" FIR '., 'I '~ 3611 FIR 0 \: ~r\ (e) DR~Y TO 6E REMOVED '~.4>> \ -..v \. AFTER~NsmuCTlON - SEED . " I \ \ -..v, DISTU ED AREA ViITH MEADOVi " .: .4 I \ '\ MIX ..' · ~: \ ~ -..v \ ~ : #49 \ \, -..v -..v\, C -<)tJ>s"-.. ~ #48 14u~lR 0 \ ' ..v ~ '-.. IQ] '. ., 5" MAPLE 0 . #54 \, \, (E) NATURAL.. ~ I 22" FIR ", '" \ TO REMAIN ~ .:'... #46 . 0 0 '\..v '- -..--J \ 30"FIR 0 /' >)...... ,...::<:,:~:<l I #53 '" ..v ", \..~ ..".... ~ 1 30"FIR ", ", .- \.:.;.... #470 T~ ~ I '<',..v ~', ~.:.:./.'. 8" MAP~. ~>. \ 0 *,..v '>l>- '- V::" : 4" 1 VID ~. ...)Jl i \ ~~? FIR "":, --:_ ;'~------~.Ll'it~/ ;<.~ 3 AZE. 3 VIO f<'J..: A.i. \ :-.. ;.,.,. d. ,I~ ...___ ", . I ~,...___.... ! 1 '- 'V --_ 'V .." ~ Y .' '.. r ,~ 5 ' It___ I . \ '- '- '- ~ ---~I ENe, .. '..' ,,~ --" . MJ::T"'" / ~ l'! '~r '-~'- ~R - 'V ...~...:. '" · ~. ~S SPJL ~i /6lI~. {,: o #38 '~ V-ID -..v i lQJ .':' ~.. ~'V 28" FIR I I L 40" FIR ~. >:.:;: J ~ \' .r 3 VIO 1______ #37 -~~~ JEJtJ--:~:~L~a6 ~ _~ : #36 ~"MAPLE ~ ~"\./ t .------~ ~ I 34" FIR 0 --0....________ '\ S EtJAC , ~ f, 1 -------------.. r : \ \ )..?~ or:: 3 RHO--------------.- ~ I ~~~ FIR 0 \\ '\ · :):/1 0 ~ .1::.<< .\:~I'~ 1 ZSVG ~ : TRANSfORMER~ . A..;~;1' S AZE. ~ ! ~~~ FIR 0 \\1 a' RHJ ~. v .~::. ~.~. ; ;;~~ ___ ~ , I · ~~ ". ".l i' :3 VIO / \! \ ;: ~~u/~.' .~~. ~I"~,: ~~~ .------: i \{ \ I . r:: Xi.' ., .~~~~~s~..... / \ \ i. . '.", rt:;'I...I1 ~ \ ..... ". \, I ' .,.. :..:J . <1 .!!!', _A-~;7j~ ~ I \ ';:: \ I ... .".:t: 1 ~ Y\_/ ..............,.........................,;....... V. 'I \\ J!&i' v S RHJ \~~. .)k}..: .~~;r: ~ \\ \ O~~?FIRC _ .', .,~.,.~)~~y~.~:?~~\::;<~i:.~) ,3EUF ~ I \ A1W ~'." ..; .I . ~..."'\h -'f""'J;t.". ......, '.' ~.~'~.. "".__~... ...... , .. 1....\ ~. '"~ :CL.I'<=' ~w"",., "'!iei!~a '. ...' . " . .. . .' . .'. '.... t:.l ...r ~r- " ...., '.. ... \ \ .f .':. '.1 M~r'D'~ :~~i'''I'~ "'''lIeIiC'''~ '..:~-',' :~rHG.. .'~ .'.. ~IY"9 POM:...:,~..HGS'~ ~I'~~~~-' i~~~_~:~::~~:~- \MA5S1N6.~TOREAT~APE ~.. ...,~~ .~ ~'''''^''~\iX;T.l~ . f\ '.~ \ I ~\P'=~== ....~' '1(?!;; ~;j ... ..l~~F--.3 VIP j.Af::I..... ~,1)?;:..=.lt 'S, · ~'>: '\ I' \ 0 #2~ ,:: '~~'1..' .'. ;oc; 2 C,T - S RHP j / S PIF II 2 RHP/ 'I-f. ~ :. ':: ,4~:~ . \, \ 30 FIR S AZE .. ::. '. L~ 0 . · I 1 e,l' .::i ~ '411" . \1 \ 0 \\ O#420~FIR 6HEPP.c..>.~... 11RHJ SD 2VIDI 9RHU ?'<l. ~ ....~:.:. , , \ #28 i AF : .. ..2 J '. . ..' ':/. ." ~ , ~ 6:8" ~E 0 :c~." .' :.." 2 CT c::{ POM po ...<1' :/....4. '9'.SK... ." \ ~ + 1 EUF . ." ~~ :4' ~~ . LL ~~.<' "./: 1?~~q . \ :1 \ (E) TUAAL~ 1 ACPB'.~~ ~.~ -V~I""."_ ~ ~~~ ~~.::::: ,~<<' \ \ ~ t:)CMAIN ' :. <.. .~. ~ tI ~ .t:. II .2 CT \. ~ ~.' ..... . ......... .... '\\ II \\#27 '''f>\~ 0 . a~::~~\1~'-.'-'.1 3 ~.5_ h-..~..y~'V ~~ :~:'.,.'.'~':: \ \ 24~FIR \ + :r.:,.;,~ 2 VIQ 1 AJ ~."'~.rr~~: >. \\ \1 \ \ i"..: : , ./ 2 FAJ ;. t -r.,;.).; " .,~"=-~,,, , 1 \ ~ 21---- . + " , /i:r..... / " A!(:j:.,: ~ \\ \ !~~? F~~~ FIR ~ ~i:E 0 ~.~..'. -; ---~ ::: \~i~;r{':'1: i~. · -~: \\ I \ ~ ~48" 0: ~u. 9 OF j 6 EUF + \ I "" ~ fmMLoCK.--~; 'S1'\ 1 Ac.G / .............., ~ 0" ----- "'" \ ! : 0 #~~;;s.~~ \ '" C i \ ~ \ \ ~ (E) NATUm AAEA I . ..---- I ~ ,\ "..." ~ '~a.?, TO' MAIN ---....,.\ / :~ SUNBU$ LOCUST #14 \ ~ \,To -~ --.-/ , I I I ~ .~ TRAN :'./' !.' ....,...~ /' '.' ... ,:>:: :.~':'.' .' ." . . ? .:' .:'. .:: :'::; / / ~ -- --- -7 / J_ / / / .-::::::=;? '-"" #66 2811 FIR 0 #67 30" FIR 0 #65 1411 MAPLE o #68 C 1211 MAPLE 0 (E) NATUAAJ.. ~ #50 TO REMAIN ~ 811 FIR 0 -..--J #1 () o 4611 FIR o NEW6'TALL I WOOD FENC~ AND GATE I , __=:1 -.\ --..---- --- -- \ \ \ ~ ~ , " ,-.----- S€j1~.J------------ VISION CL.EARANC,E TRIANGLE 6UIL.DING SIGN o #70x 38" FIR I ~ #69x : 34"FIR 1 ."~,, IL. 9AZE 9 RH-I 1VIO SVIT J...ANDSGAPE 6UIDE1-INES A. SOIL. PFtEPAAATION L..AY'iN AAEAS 1, FINISHED EL.evATION OF SU6-6,ASE TO BE e" MINIMUM 6EL.0Vi FINISHED 6RADE. 2. TIL.L. SU66RADE THOROUGHL.Y TO A DEPTH OF e" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.. 9. PL.ACE e" MINIMUM OF SANDY L.OAM OVER TI1...I..E1? SU66RADE. ADD 15-5-10-10 FERTIL.IZER TO TOPSOIL. AT A ~ATE OF 20 1..6S. PER 1000 SF. ~OTO-TlL.L. AMENDMENTS AND TOPSOIL. TO A DEPTH OF &-10" MINIMUM. NOTE: NATIVE SOIL. MAY 6e USED AS SAND"( L.OAM PROVIDED THAT. IT HAS A L.OOSE, CRUM6L Y COMPOSITION AND IS NOT COMPACTeD. SU6-6ASE AND TOPSOIL. SHOUL.D BE DRY DURING INSTAL.LATION AND <$oRADING TO PREVENT COMPACTION AND FUTURE POOR DAAINA6E CONDITIONS. IF NATlVS; SOIL. CHARACTERISTICS, AN APPROVED SANDY L.OAM SHOUL.D 6E IMPORTED TO THE sn*E. PL.ANT BEDS 1. FINISHED EL.EVATION OF SUB-6i\SE TO 6E 1e" MINIMUM 6EL.0~.FINISHED 6RADE. 2. TIL.L. SU66RADE THOROU6HL. Y -ro A DEPTH OF e" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.. 9. PL.ACE 1e" MINIMUM OF TOPSOIL. OVER TIl_t..eD SU66RADE. ADD 4" OF OR6ANIC MA~IAL. AND 15-5-10-10 FER1'1L.IZER TO TOPSOIL AT THE AATE OF 20 1..6S. PER 1000 SF. ROTO-TIL.L. AMENDMENTS AND TOPSOIL. TO A DEPTH OF e" MINIMUM. 4. PROVIDE 911 OF SHREDDED FIR 6ARf< MUL.CH OVER Al..L. PJ..ANT 6EDS. 5. PROVIDED"SPADED ED6e" TO SEPARATE LAViNS AND PLANT 6EDS. 6. PLANT MA~IAL. 1. PROVIDE ONL.Y HEAJ....THY, FUU. PLANT MATERIAL. AT SIZES INDICATED. 2. PL.ANT SU6STlTUTIONS TO 6E APPROVED 6Y LANDSCAPE ARCHITECT. S. PJ..ANT LAYOUT TO 6E APPROVED 6Y LANDSCAPE ARCHITECT PRIOR TO INSTAU..ATION. C. SEEDING 1. APPL.Y SEED AT RATES SPECIFIED 6Y MANUFACTUFtER. 2. CON~TOR RESPONSIB1..E FtORo MAlNTAININ6 SEEDED AAfA THROUGH ESTABL.ISHMENT. 9. RE-SEED ANY AREAS AS NECe:;SARY TO ACHIEVE FUU. HEAL.. THY TURF. IRRIGATION SYSTEM REGUlREtw1ENTS 1. IRRIGATION HEAD LAYOUT - HEAD TO HEAD c:.ovEAA6E. 2. SEPAAATE ZONES FOR LAViN AND SHRU6 AREAS. 9. SEPARATE ZONES FOR NE AND SY'1 EXPOSURES. 4. 1e" MIN. GOVER OVER ALl.. MAIN LINES AND 15" COVS<. OVER AU..LATEAAL. L.INES' 5. 24"X1e"X12" DEEP SUMP UNDER ElAGH VAl..VE. SUMP TO 6E 9/4" PEA 6AAVEL. L.INED ViITH FIL. ~ FABRIC. 6. 9" SAND 6EDDIN6 6eL.OVi AU.. PIPES. ,. ISOLATION GATE VAl..VE 6eFORE l:ACH AUTOMATIC CONTROL. VAl..VE. (N16GO T-119 OR APPROVED) e. MANUAl.., 6RONZE DAAIN VAL.VES I~T MAIN L.INE L.OVi POINTS. Cf. SPRINt<.1..ERS - AAIN6I~ 1006 HE,.l\DS OR. LANDSCAPE DRIPL.INE TU61NG IN SHRU6 AREAS AND AAIN61~ 1004 HEADS IN L.AY~ AREAS. 10. AUTOMATIC CONTROLl...ER TO 6E RAIN 61~ ESP-MC. 11. AUTOMATIC CONTROL. VAl..VES TO 6E.AAIN 61~ PE6 OR r:NX SERIES. 12. VAL.VE BOXES TO BE ACCesS (AMETEf<), 6REEN L.IDS AT L..AY'iNS, 6RO~N L.IDS AT PL.ANT 6EDS. 19. MAIN L.INE TO BE SCHEDU1..E 40 PVC. (C) I AIIIOCI HC!"'"'\~c (11:.1 HT) 14. L.ATERAL..S TO 6E CLASS 200 PVC.. - 1-r'W~ I-V\,;iil'_ ~ M~ET 15. su:eves TO 6E SCHEDUL..E 40 PV<::'. (6" DIAME"J"l:R) TO BE PRESERVED TO - 16. MINIMUM PIPE SIZE 9/4". SCREENING REGUIREMENTS ..X ~~ ;l ;:;~: C ADJACENT HOUSE ~ L.OCATION -/ :;':'"..,:-:.:::. NOTE: PRESERVATION OF 1-AUREL HEDGE PRECLUDES SPACE FOR TREe PLANTING S 1.EA bA.7NfO<. seUF SSAR S SfcU 6A7N1;? 1 AGG S.SAR 5AF n SLEA c:J PQM ~AN~ecAPecove~~e · SI11; =41, 6C1C1.4 SG FT · DESIGNED .LANDSCAPE, exlSTINGJ...ANDSCAPE 4 NATURAL OPEN SPACE = 61.9% SG FT PJ..ANTIN~ ~e~EN~ o EXISTING TREEESTOReMAIN (~ITH CALIPER SIZE AND SPECIES - SEE EX. TREE SUFltVEY) PROPOSED DfECIDUOUS TREES EXISTING SHRUB MASS OF<. HEDGE TO REMAIN (0 ~ ~ EXISTING SHRUB TO REMAIN PROPOSED SHRUBS PROPOSED U~N EJ ~ . PROPOSED MEADOY'l MIX GROUNDCOVE~R (OJ) GROUNDCOVE:R (RUC) (E) EXISTING FOR SITE REVIEW ONLY Landscape Plan I 64 EB o 4 8 16 32 SCALE: 1/16- = 1'-0. NORTH ~ ~ . t C\$ (1.) ::r= (]) u ~ (]) ~ ~~\ST&^ ~v 279 ".~ .~~ t-4 David J. Dougherty E-4 \ OREGON! 0]PE A~& ANDERSON DABROWSKI H ITECTS LLC 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ALl IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS. LLC. ANY USE, REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS. DESIGNS. AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS PROHIBITED BY LAW. Peace Health Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 07-02.08 Scale: 1/16" = 1'-0" Project No,: 07155 File Name: Drawn By: NMA Checked By: DJD Jurisdiction Approval: SITE REVIEW ONLY NOT FOR CONSTRUCTION JUL 1 1 Sheet Title: Sheet No.: LA-1 TOP OF UNIT STANDING SEAM METAL ROOF ..t:: ~ ~." .u..~ cd (1) =z:: Q) u cd Q) ~ CONTINOUS ROOF VENT :: ~ (t) 9' TOP OF PLATE -- ~ DD 9 0) :: :? ...... 435.44' TOP OF SUB-FLOOR ------~- 434. 4' GRADE DASHED LINES REPRESENT CRAWL SPACE FOUNDATION fr - -=-=# --======4=== . _L_j=l-===========#====-===--=======~===========_===4===tf==-~f I I I I I I \ L__--l 6'-011 16'-6" 10'-611 27'.0" 4'.011 4'-0" ANDERSON DABROWSKI ARCH ITECTS LLC @ J @ @ @ @ 70'-0" SCALE: 1/4" = 1'-0" 1. PROPOSED EAST ELEVATION CONTI NOUS ROOF VENT 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503)239-7377 Fax: (503) 239-7327 www.ADarchitects.com mTI -T---r-"'- I I _ I AlL IDEAS, DESIGNS, ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS. ANDIOR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC,IS PROHIBITED BY LAW. I: ~ 'I"" 9' STANDING SEAM Mill PeaceHealth Medical. Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: I: o _, I: 0) 0 -' ...... DD 435.44' TOP OF SUB-FLOOR ~-- 434. 4' GRADE Date: 7-01-08 Scale: 1/4"=1'-0" Project No.: 07155 File Name: XXXA4.1 Drawn By: BDl Checked By: JMA -.-------------------------- ------------Li-l--------li--L--------------~-- -----------~-I -L--------L1-~----------------- I Jurisdiction Approval: 22'_0" 7'-8" 11 '_0" 9'-40 16'-0" 12'-0" JUl 78'-0" Original Sheet Title: PROPOSED _ELEVATION 2. PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" Sheet No.: A4.2 = o .' 0) b ~ .s ~ f ca (l) =r: a.> \.) C\S (]) ~ CONTINOUS ROOF VENT ~ ~ TOP OF PLATE TOP OF UNIT DD ODD -----00 I w______ L____ 435.44' TOP OF SUB.FLOOR - -=.-c:--~==_.._-,....--,-_.,-. -,................--...----.-==.::--- _--- 434. 4' GRADE DASHED LINES REPRESENT __________ CRAWL SPACE FOUNDATION I I I I I I I I I I I I I I ~ 1.., - - - - - - - - - - - - - =4- 1.., - - - - - - - - - - - - - - - - - - ..J -L,.... - - - - - - - - - - - - - - -..1-l,. - - - - - - - -- -. - - - - - - - -r+r- - - ~ - - -' - - - - - ,J.f- - - - - - - - - - - - - - ~f 1-1___~_________ 1-1------------------L-.J----------------.L..J..----------------- I ___________L -----------___L 12'-0" 44'-0" 18'-0" 10'-0" 12'-0" . ANDERSON DABROWSKI ARCH ITECTS LLC SCALE: 1/4" = 1'-0" 1. SOUTH ELEVATION 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com TOP OF UNIT " WOOD COLUMN VENEER STONE PLINTH STANDING SEAM METAL ROOF 6 AlL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LlC. ANY USE. REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS PROHIBITED BY LAW. METAL CHIMENY CAP CONTINOUS ROOF VENT PeaceHealth Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 91417 ~ ~ C}I N .!L Submittal Type Revisions: TOP OF PLATE ll: o .. ' 0) b ..' '''It DD DD b ..' ..... b ..' ..... Date: 7..01-08 Scale: 1/4"=1'-0" Project No.: 01155 File Name: XXXA4.1 Drawn By: BDl Checked By: JMA 435.44' TOP OF SUB-FLOOR II: o ..' ('I') L__--' I I \ . 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II: <0 -' &0 F.O.F. ~@ <r- ROOF DRIP EDGE ABOVE r F .O.F. = o .' <0 ~ F.O.F. 7 ~ LEGEND ::@ DUPLEX OUTLET =t FOURPlEX OUTLET ". ........ -@ SPECIAL OUTLET <l COMPUTER OUTLET ~ TELEPHONE OUTLET $ LIGHT SWITCH $0 LIGHT SWITCH DIMMER (N) DENOTES NEW (E) DENOTES EXISTING CD THERMOSTAT @ KEY NOTE <€> WALL TYPE, SEE A 1.1 C:=J EP ELECTRICAL PANEL OFFICE 106-09 ROOM. NAME ROOM NUMBER NOTE: ELECTRICIAN TO LABEL EACH OUTLET USING A LABEL MAKER WITH 1/4" HIGH HELVETICA TYPE. KEY PLAN (9 ,.d ~ ~ . ... ... 4 cd d) ~ t1). U cd t1) ~ ANDERSON DABROWSK I ARCH ITECTS LLC 1430 SE 3rdAvenue Suite 200 Portland, OR 97214 Tel: (503) 239..7377 Fax: (503) 239-7327 www.ADarchitects.com AlL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC,IS PROHIBITED BYLAW. PeaceHealth.. Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 7-01-0S Scale: 1/4"=1'.0" Project No.: 07155 File Name: XXXA3.1 Drawn By: BDL Checked By: JMA Jurisdiction Approval: JUl 1 \ 2 Original submittal Sheet Title: FLOOR_PLAN Sheet No.: A3.1 ~ '2f' A'\ "2/ OUTlET STUB (SEE NOTES #5) ~ 6" OVERLAP ,'.1>" ,.",' ',' . " ...,'" \.., ,'. ~ .. ;. .. 't> . ~ , b . t> : '. ~" t> '4 ."~ '",." 't>' ,,' :~, . ' ' ,"'.. : ': ~ .' . ,:t.. .', ~ t> 'r.' ., b . h. 'l... .. WEIR WALL ---.... : b" b: ',,:~ ". ~ . PO, . I I .',~ I I '. It> .. , ..' ~ . '~ : /~,,~ ~ b'" .~ ,/, " " " " '" ~ (~~~l) b . . 1>.' ' . , \J./ t> "'\.,, " , I' , '-II ',~ ,t "\ ~ '\ ~ !\.)37 --.... -- , t>.~ b ,." " :"'1'~ ~~ SCUM BAFFLE ------ . ..-.. . b ,. . 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AND OTHER U.S. AND fOREIGN PATENTS PENDING @2006 CONTECH Stormwater Solutions ..~~u...r..uCb) ~~~I" ii ..~= II STORMWATER -____ - SOLUTIONS~ DRAWING STEEL CATCHBASIN.STORMFIL TER PLAN AND SECTION VIEWS STANDARD DETAIL - 1 CARTRIDGE UNIT 1 contechstormwater.com DATE: 11/01/05 I SCALE: NONE I FILE NAME: CBSF1-8-DTL 1/3 I DRAWN: MJW I CHECKED: ARG <'\I ill () m <( I- 01 3: -0 -+-' -0 0) <'\I ro r--. / I- o --' CL / o <( () / l..... Q) -+-' C Q) () I ..c -+-' .~ m (1)1 ::J..c ..:s.~ o 0 o Q) m:!: <(I Q) ~g mQ) E9- 0...0) 0)<'\1 Oro .. r--. tOo -+-,1'0 0/ r--. roo 00 ..........<'\1 ~/ ..........0... r--./ o / -0" Q)O -+-' -+-' .. o~ n::i.l: Q . . 4110 OPENING" PERMANENT POOL --. ELEVATION ' T .. t ~ "C'- T '\I b t io o ,...; - - --- 5" .....- --- 5" ...... r- -...... ~ ~ ;(:~5 045 __ 2' L-.~ ] IE=PER --- -~ P~N INSIDE OUTlET ~)TUB I 2' -0 1/2" I (5EE NOTES 4* 5) r-- ~ 2"0 OUTlET PIPE OUTSIDE FROM UNDERDRAIN 5TORM DRAIN 51ZE ~ PER P~N 1-CARTRIDGE CATCHBASIN - SECTION VIEW. CD . ~ LIFTING E't'E (TYP OF 4) . - . .. y ~ 1- ~I' ~ ~u ~ ~~~~~ITION n~~I~ I-'~} .- CARTRIDGE _ J ~, ~ 5UPPORT .. ~ "C'- '-" -L 1-CARTRIDGE CATCHBASIN - SECTION VIEW ~ ~7 @2006 CONTECH Stormwater Solutions "~~U"'E:'"u<!D .~~I" ii."~= II srORMWATER SOLUTION'Soc THE STORMWATER MANAGEMENT Stonnfdter@ U.S. PATENT No, 5,322,G29, No. 5,707,527, No. G,027,G3g No. G,G49.048. No, 5,624,576, AND OTHER U,S. AND fOREIGN PATENTS PENDING DRAWING STEEL CATCHBASIN STORMFILTER SECTION VIEWS STANDARD DETAIL - 1 CARTRIDGE UNIT 2 contechstormwater.com DATE: 11/01/05 I SCALE: NONE I FILE NAME:CBSF1-8-DTL WATER QUALITY CA TCH B.ASIN (1 CAR TRIDGE-DEEP) N. T.S. 2/3 I DRAWN: MJW I CHECKED:ARG GENERAL NOTE5 I) 5TORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORT~ND. OR (BOO) 54B-4GG7; 5CARBOROUGH. ME (B77) 907-BG7G; ELKRIDGE. MD (BGG) 740-331 B. 2) FILTERS TO BE 51 PHON-ACTUATED AND 5ELF-CLEANING. 3) 5TEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL P~TE. 4) 5TORMFILTER REQUIRE5 3.05 FEET OF DROP FROM R.IM TO OUTLET. INLET 5HOULD NOT BE LOWER THAN OUTLET. INlET (IF APPLICABLE) AND OUTLET PIPING TO BE 5PECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5) CB5F EQUIPPED WITH 4 INCH (APPROXIMATE) LONG 5TUB5 FOR INLET (IF APPLICABLE) AND OUTlET PIPING. STANDARD OUTlET 5TUB 15 B INCHE5 IN DIAMETER. MAXIMUM OUTlET 5TUB 15 I 5 INCHE5 IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE U51NG FLEXIBLE COUPLING BY CONTRACTOR. G) FOR H-20 LOAD RATING. CONCRETE COL~RI5 REQUIRED. CONCRETE COLLAR WITH QUANTllY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7) ALL 5TORMFILTERS REQUIRE REGU~R MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELlNE5 FOR MORE INFORMATION. 1-CARTRIDGE CATCHBASIN - TOP VIEW .11\ \V STEEL CATCHBASIN STORMFILTER TOP VIEW, NOTES AND DATA STANDARD DETAIL-1 CARTRIDGE UNIT . , -CARTRIDGE CATCHBASIN 5TORMFILTER DATA 5TRUCTUREID WATER QUALllY FLOW RATE (cfs) PEAK FLOW RATE (< I cfs) RETURN PERIOD OF PEAK FLOW (yrs) XXX CARTRIDGE FLOW RATE (15 OR 7.5 a1pm) 15at'm MEDIA TYPE (CSF PERLITE. ZPG) XXXXX RIM ELEVATION XXXJ<X' PIPE DATA: INLET 5TUB OUTLET 5TUB CONFIGURATION OUTLETCC INLET WQCB X.XX I.E. XXX.XX' XXX.XX' DIAMETER )0(" XX" ~OUTLET ~INLET 5LOPED LID 50LlD COVER NOTES/SPECIAL REQUIREMENTS: YE5\NO YE5\NO INLET GRATE ~ ".\:4., . ,. 4 ~. ..' .' . . . '. ~ ~ '. <1 , ': <1 0'.0 <1" '4' '4~. '.4 ',4, , . <1 ' : ',' ';;.. , . ' ~. .~ ' :.' '.~,' , , .' .,' 0 <1', ~"" ,6. ,,4<1...., 4:' ,>? "~'4 ,,' o , .<1 , ..' 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MANAGEMENT Stormfllter@ U.S. PATENT No, 5,322,G2g, No. 5,707.527, No, G,027.63g No, G,G49,048, No. 5,G24.576, AND OTHER U,S, AND fOREIGN PATENTS PENDING DRAWING 3 3/3 I DRAWN: MJW I CHECKED: ARG /IIJ1lJ Consulting Engineers t201 Cbk Sbas( Site m E~ ~ 97401 (541) 684-4902 Fax (541) 684-4909 Denver Eugene Los Angeles Pasadena Phoenix Pottland St Louis Sacramento San DI9{JO San Francisco Seattle Tacoma ~ ( cd (l) =t (]) u C\$ (]) ~ I EXPIRATION DATE: ANDERSON DAB.ROWSK I ARCH ITECTS LLC 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS, DESIGNS. ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LLC, ANY USE, REUSE, OR DISCLOSURE OF SAID.PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR ARRANGEMENTS WITHOUT THE WRITIEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS. LLC, IS PROHIBITED BY LAW. PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 . Submittal Type Revisions: Date: 7..1-08 Scale: Project No.: 07155 File Name: Drawn By: ALB Checked By: JW Jurisdiction Approval: JUl 1 1 Original Sheet Title: DETAILS Sheet No.: C 6 .2 Q NOT USED N. T.S. J05-/\ HARD SURFACE LANDSCAPE AREA WA TER TIGHT PLUG 24" SQUARE 3000 PSI CONCRETE SLAB WITH ( 4) 1 /2" ~ X 9" ANCHOR 45- BEND PROJECT BOLTS 3" ABOVE SLAB FOR ADJUSTMENTS. WYE BRANCH PIPE DIA. 6" MIN. FRAME ..& COVER INLAND FOUNQRYOR EQUAL No. 202 STANDARD CLEANOUT N. T.S. 3to-/\ NOTE: 1. GRADE TOP OF GROUND FLUSH WITH RIM. 2. INSTALL CATCH BASIN AT END OF SOAKAGE TRENCH SLOPE TO TRENCH (EACH SIDE, TYP) ~ )fk)fkX )fk ~ ~ /~~ S!f TOP SOIL ~ ...- <D U m <( l- Q) ;: '"'0 ...J '"'0 ()) N co I""-- / l- o -.J (L / o <( u / L (1) +-' C (1) U I .!: +-' .~ m (/)1 :J.!: ~:::: () 0 0(1) mI <(I (1) >-g m(1) E9- o..()) I""--N Oco .. I""-- 1.00 .....,1'0 0/ I""-- coo 00 ""-N ...-/ ""-a.. 1""--/ () / -0" (1)0 ....., +-' ,. o~ CLLt: WRAP DRAINAGE FABRIC AROUND DRAINAGE FILL, ALL SIDES, 6" MIN. OVERLAP (TYP.) DRAINAGE FILL SAND FILTER LAYER G) NOT USED N. T.S. 305-/\ FRAME & COVER SET FRAME TO FINISHED GRADE IN PAVED AREAS GROUT FRAME IN PLACE 6" RISER INITIAL TRENCH BACKFILL UNDISTURBED EARTH 4" OR 6" SERVICE CONNECTION IF REQUIRED. PLUG WITH GASKET IF END OF LINE UNDISTURBED EARTH /-30"7 RIM= SEE PLAN 12" SQ. GRATE COVER, NDS#1212, GREEN 4 " ATRIUM GRA TE*, NOS #76 SUMP BOX, NDS#1225 INSTALL DEBRIS SCREEN IN BOTTOM OF BOX W/4" HOLE FOR OVERFLOW INLET RISER*. CUT an~ HOLE IN CENTER OF BOX INSTALL 4" OVERFLOW INLET RISER UP THROUGH a" HOLE IN BOTTOM OF BASIN*. CATCH BASIN WI OVERFLOW INLET Q SOAKAGE TRENCH N.T.S. Q CAST IRON BODY ~ d Q) ~ Q) U c\S ~ ~ I-- 4" ----I SANIT ARY DRAIN N.T.S. 3to-/\ I EXPIRATION DATE: .6/30/ (:) cr I ANDERSON DABROWSK I ARCH ITECTS LLC 1430..SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS. DESIGNS, ARRANGEMENTS, DRAWINGS. AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LLC. ANY USE. REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR ARRANGEMENTS WITHOUT THE WRlTIEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS PROHIBITED BY LAW. PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 7-1-08 Scale: Project No.: 07155 File Name: Drawn By: ALB Checked By: JW Jurisdiction Approval: JUl1 1 Original Sheet Title: . DET AI LS III'!1:IJ Consulting Engineers tifJ1 D:Jk 5n:e( ~ ~ E~ 0e{pl974Qf (54'0 684-4902 Fax (54'0 684-4909 Denver Eugene Los Angeles PssadensPhoenlx Portland St Louis Sacramento San Diego San Frsncfsco Saattle Tacoma Sheet NO.:C 6.1 BACK OF WALK, BLDG. FACE, OR OBSTRUCTION (U.N.O.) 6' (TYP. BOTH SIDES) Z 5E 10 A 1:10. MAX. Nix -r-<( ':':::E (0 ~ I-^ ;. ..I SEE NOTE 2 I DEPRESSED CURB AREA _ EDGE OF RAMP TO BE FLUSH WITH AC PLAN VIEW SECTION A-A BASE MATERIAL COMPACTED SUBGRADE NOTES: (APPLIES TO ALL RAMP AND DETECTABLE WARNING DETAILS) 1. CONCRETE SHALL BE 3500 PSI. 2. PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 2' OF THROAT OF RAMP ONLY. ARRANGE DOMES USING SQUARE IN-LINE PATTERN ONLY AS SHOWN IN DETAIL SHEET, C6.0. 3. DETECTABLE WARNING COLOR SELECTED BY ARCHITECT. Q WINGED CURB RAMP N.T.S. 4 STD. CURB 6. 6' MIN. 6' ---j r6' B. O. W. 1: 12 MAX. a ~. OX .< N::E (0 1: 12 · MAX. @@@)@@@)@)@)@@@ @@)@)@@@)@@@@@ @@)@@ o@@)@@)@ @@@@@ @@@@@ en w 0:: ~ STANDARD CURB WHERE SHOWN ON PLAN 5.5' MIN. SIDEWALK. (U.N.O.) 2% ... '4" CONCRETE SIDEWALK AC PAVEMENT STD. CURB ~A.C. PAVING EDGE OF RAMP TO BE FLUSH AT ASPHALT TRANSITION CURB EXPOSURE o (() () CD <( I- O! ;: -0 +J -0 m N ro I"- / I- o ---1 0... / o <( () / L Q) -I-' C Q) () I ..c +J .!:::: CD C/)I ::J-C .Y::::: u 0 o Q) CDI <(I Q) ~g CDQ) ELf Q..()) (ON CC() .. I"- LOa -1-'1") 0/ I"- roo 00 ~N ...-/ ~Q.. 1"-/ U / ~O -I-' -I-' .. O~ il:LL PLAN VIEW CURB RAMP TO BE FLUSH WITH ASPHALT 6.0' (TYP.) 'I SUBGRADE SECTION (J;) MID-BLOCK RAMP N.T.S. . ,4. _' lIS ." . .... .~. . . .. . 4. 11' t . . . '4"., .' A ..' ...... . 4 . .. ..... " 4. 4., '4~~ . A NOTES: 1. CONCRETE SHALL. BE 4000 PSI. 2. TRANSVERSE SLOPE SHALL BE 2% TOWARD THE CURB, UNLESS OTEHRWlSE NOTED 3. MAXIMUM CONTRACTION JOINT SPACING SHALL BE 12 FEET. 4. PROVIDE SCORE JOINTS EVERY 6 FEET ALONG TYPICAL SIDEWALK AND PROVIDE 6'X'6 SCORING GRID AT LARGER WALK SECTIONS. 5. PROVIDE LIGHT BROOM FINISH TRANSVERSE TO THE LINE' OF TRAFFIC. CONCRETE SIDEWALK N. T. s. 205-D,OWG SEE PAVEMENT SECTION COMP ACTED SUBGRADE " NOTES: 1. CONCRETE SHALL BE 4000 PSI. 2 TRANSVERSE CONTRACTION JOINTS TO BE CONSTRUCTED AT INTERVALS NOT · TO EXCEED 12 FEET. ST ANDARD CONCRETE CURB N.T.S. 203-C-OWG ~2.5" AC SURFACE COURSE ~~~~;r~~1Y~f.~~~'fl;1i;.'f~~N.m,~!;~~~~'f~ , .:0.00 c .o.~o.oo '" ., _ ,0 c .0 .00.00 C1 .00. o o. 0 c)O 0 .00 0 . 0 {)o 0" 0 () ( .00.000 0 .:(:"400 ( .00"00 (I C1 .:0.00 (I 0 "0 ) 00.:0.000 .00.00' 0 0 ":0.000..0.:0"000 ..00.000 .0 "(10 () o. ,.00 '..0 .00 (100 .0 .0' : .:0.00 :~o .:0.00: .(10 .~o.(1 o~o .:0"00 :~oo COMPACTED SUBGRADE 12" OF E3ASE COURSE STANDARD ASPHALT PAVEMENT SECTION N. T.S. 301140_7,OdtO,dwg III II' DISABLED PERSON SYMBOL SIGN WITH "VAN-ACCESSIBLE" RIDER (WHEN APPROPRIATE) (OR 20-68) EDGE OF LINE STRIPE OR PAVEMENT LEVEL MANEUVERING SPACE, SEE DETAIL 7/C7.4 ~ t C\S (I) ~ (I) Q C\S a) ~ r ~ RAMP l- NOTE : ALL PARKING LJ . .. STRIPES 4" WIDE (2) COATS . Wl WHITE H.D. TRAFFIC PAINT f (PRISMO OR EQUAL) en HANDICAPPED VAN ;.. .q- L SYMBOL OF ACCESSIBILITY ON CONTRASTING BACKGROUND WHEEL STOP AS SHOWN ON PLAN EDGE OF LINE STRIPE OR FACE OF GUTTER 4" WIDE PAINTED PARKING STRIPES. HANDICAP STRIPES DIFFERENT COLOR THAN STD. PARKING STRIPES NOTES: 1. MAX. SLOPE OF PARKING AND MANUVERING AREA 1 IN 50. HANDICAP PARKING STALL:S N.T.S. J EXPIRATION DATE: 6/30/(> 1 ~ ANDERSON DABROWSKI ARCH ITECTS LLC *1.66" MIN. 2.3S" MAX. $I o ~ I.L. o z..J o~ F<( frlf!: 0:: c /' """ r ~ L 1430SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503)239-7327 www.ADarchitects.com @@ @@@ @ @@@@@ @@@@@ L-RAMP WIDTH VARIESJ CURB ALL IDEAS, DESIGNS, ARRANGEMENTS. DRAWINGS. AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS. DESIGNS, AND/OR ARRANGEMENTS WITHOUT THE WRITIEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS PROHIBITED BY LAW, TRUNCA TED DOME RAMP TEXTURE PATTERN NOTE: 1. DETECTABLE WARNING TEXTURE TO BE GREY, AS APPROVED BY ARCHITECT. PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 @ RAMP DETECT ABLE WARNING TEXTURE N. T.S. Submittal Type Revisions: Date: 7-1-08 Scale: Project No.: 07155 File Name: Drawn By: AlB Checked By: JW Jurisdiction Approval: JUl 1 1 2008 Original Submittal Sheet Title: .D ET AI LS I11'!1:lI Consulting Engineers f2(J1 Oak StEle( &ife ~ E~ ~ 97401 (541) 684-4902 Fax (54t) 684-4909 Denver Eugene Los Angeles Pasadena Phoenix Portland St Louis Sacramanto San Diego San Francisco Seattle Tacoma Sheet No.: C 6.0 -- o L{j () m <( I- O"l ~ -0 () .!: Q) N ro I'- / I- o -l 0... / o <( () / L Q) +J C Q) () 1 .!: +J .~ m 001 :J::S ~- () 0 o Q) mI <(I Q) H () >'0 mQ) 0... EI 0.. Q) roN ~ro HI'- lOa +Jl'0 0/ I'- roo 00 'N ..-/ '0.. 1'-/ () / -00 Q) +J +J .. o~ (LiZ -- - - - - -- - Rnw _\ - - I I I I I I I I - - -- -1 R.O.W./ -- -- -- -- -- -- -- -- -- -- -- J b " Co ..q- CONSTRUCT NEW D /W PER C.O.S. ::s IU. Drc--3 24 REMOVE EXISTING I DRIVEWAY ~ \\ /tl / / DEADMOND FERRY RD '-" .'\. r-I-- , , 588-16' 40ttE 17C f2.:j .. '~::::~" ::,. 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''!!\~' ;9 1 .~ c:'d (1) ::c <t) u c:'d <t) ~ --- AC PAVEMENT CONCRETE TRASH ENCLOSURE PAD CD t EXPIRATION DATE: 6/30/ (:)'1 ANDERSON DABROWSKI ARCH ITECTS LLC 1430SE3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239..7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON OABROWSKI ARCHITECTS, LLC. ANY USE. REUSE, OR DISCLOSURE OF SAID PLANS REPRODUCTIONS, IDEAS, DESIGNS, AND/OR ARRANGEMENTS WITHOUT THE WRlTfEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,llC, IS PROHIBITEO BY LAW. PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD,OREGON97477 Submittal Type Revisions: Date: 7-1-08 Scale: Project No.: 07155 File Name: Drawn By: ALB Checked By: JW Jurisdiction Approval: I'JORTH SCALE 20 0 10 20 40 ~~I.I \ 1 INCH = 20 FEET jUL 1 \ 2008 . 'na \ subm\tta\- Ong\ r _\ ./ ~ / r - - -- - - #57 W 38" FIR ::> 0 0 a.. #56 b 36" FIR " I #55 36" FIR 0 I ~ ConsulUng Engineers f2()1 ~ ~ !!Ute m ~ ~ 97401 (54lJ 684----4902 Fax {54'Q 684-4909 Denver Eugene Los Angeles Pasadena Phoenix Portland St LouIs Sacramento San Diego San FrancIsco S8att/(J Tacomtl Sheet Title: HORIZONTAL CONTROL PLAN Sheet No.:. C5 .0 o ...t o OJ <( l- 01 3 -0 -0 01 Q) N CO f'. / l- o -' D- / o <( o / L (1) -I-J C (1) o I ..c +-' .~ OJ (f)1 :::s..c .:::t.~ ()O o (1) OJI <(I (1) >-g OJ (1) E9- 0..Q) ON NO) .. f'. l.{)O +-,1'0 0/ f'. COO 00 ""'-N ...-/ ""'-a. f'./ () / -0 .. (1)0 +' -oQ) (iLL: I I , I ~43S DEADMOND FERRY RD 4?!5~ Ci- I I FOUND 5/8" IRON ROD o #56 36" FIR #57 38" FIR o TP 435.00:1: MA TCH EXIST. TP=435.50 0#61 22" FIR TP=434.87:1: MATCH EXIST. TP=435.37 #67 30" FIR 0 o #70x 38" FIR FOUND 5/8" IRON ROD 0#59 12" FIR 0#58 32" FIR o #60 14" FIR #68 12" MAPLE 0 I J o #69x 341'FIR #55 36" FIR 0 o #50 8" FIR 0 #54 22" FIR o 0 #53 30" FIR #49 #48 14" FIR 0 5" MAPLE 0 o #39 36" FIR , I 0#38 28" FIR TP=434.62 #35 28" FIR 0 RIM=433.52 #34 38" FIR 0 0#29 24" FIR ~Q) TP=434.01 ~ ~ 0#22 3011FlR . 0#23 40" FIR I FG=435.00 AT BUILDING PERIMETER TP=435.15 , I #1 46" FIR o FOUND 3/4" IRON PIPE \ \ NOTES 1. DISTURBED AREA IS UNDER AN ACRE. 2. APPROXIMATE CUT VOLUME IS 250 CY. THIS QUANTITY IS ONLY FROM EXISTING GRADE TO PROPOSED GRADE; IT DOES NOT INCLUDE THE CUT AND FILL REQUIRED FOR PAVING. ~ J t C'G Q) =c: d) Q C'G d) ~ I EXPIRATION DATE: 6/30/ a 1 I ANDERSON DABROWSKI ARCH ITECTS LLC 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS, DESIGNS, ARRANGEMENTS. DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, lLC, ANY USE. REUSE. OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS. IDEAS. DESIGNS, AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS. LlC.IS PROHIBITED BY LAW, PEACEHEAL THMEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIElD,OREGON97477 Submittal Type Revisions: Date: 7-1-08 Scale: Project No.: 07155 File Name: Drawn By: ALB Checked By: JW Jurisdiction Approval: 40 J - 20 FEET Original Sheet Title:. GRADING PLAN ~ Consulting Engineers WI (>>k Stas( &ite ~ E~ ~ 97401 (541) 684-4802 Fax (541) 684-4909 Denver Eugene Los Angeles Pasadena Phoenix PorUand Sf. Louls Sacramento Ssn Diego San Fl8nclsco Sestt18 Tacoma Sheet No.: C4.0 - -E o to o m <( I- 01 ~ '"'0 ......: ::::l (J) N ro I' / f- o -1 0.. / o <( o / L (1) ..j..J C (1) o I ..c ..j..J .~ ffi wi ::::l..c .::i'.::!:: o 0 o (1) ffiI <(I (1) >.g ffi(1) ELf o..(J) L()N ~CO HI' L()O ..j..J1'0 0/ I' COO 00 ~N ...-/ ~o.. 1'/ o / -0" (1)0 ..j..J ..j..J .. O~ 0:::[;: -- -- -- E E E - - I I I I -- -- -- -- -- -- -- -- -- 104f: LF-1" W - (PUBLIC BY SUB) DEADMO~D FERRY RD/ -- -- -- -- EVLT TRAN FQQ FO 0 F E E - - <;> E - CONNECT TO EXIST. S"W SERVICE LATERAL (BY SUB) #57 . 38':' FIR 4) 0 #56 36" FIR #66 28" FIR 0 #67 30" FIR 0 o #7Ox 38" FIR , I o #68 I 0 #69x 121t MAPLE 0 . 34"FIR I I #50 8" FIR 0 ., #54 22" FIR o #49 #48 14" FIR 0 5" MAPLE 0 #46 3011 FIR 0 #470 8" MAPLE 1 I I J 0#38 28" FIR I , REMOVE EXIST FIBER OPTIC LINE #37 #36 16" MAPLE 34" FIR 0 0 SS DRAIN 5 RIM=434.30 CS.1 IE=432.50 30 LF-2" SS S=0.0100 MIN. SEE NOTE 2 MAPLE ~42 4" FIR " , APL' REMOVE EXIST. OVERHEAD LINES REMOVE EXIST. POWER POLES #35 28" FIR 0 55.0' RIM=433.52 IE=430.07 37LF-S"ST S=0.0050 . I #34 38'! FIR 0 1 ~ <( .QLLLL _ J tp.'7 -T -..23 LF ..../ f/) I 29.5' TRENCH CB RIM=433.25 ~ IE=429.SS N 'CONNECT TO EXIST. 4 "SS IE=433.25:i: SEE NOTE 1 4 90 LF-SOAKAGE TRENCH C6. (TYP.) 74 LF-SOAKAGE TRENCH .;-,..18 ~~ IE=432.32 '1 0#22 ~ 30' FIR ...*; 5' 10 LF-4"SS S=0.0100f: SOLF-SOAKAGE TRENCH RD S" IE=432.50 9 LF -S"ST S=0.0200 FF=435.50 I #27 24" FIR o J #18 46" FIR 0 , , 1#15 10" ASH 00 #16 10'! ASH TRENCH CB RIM=432.50 ~ COTG IE=431.50 ___ _ _ _..- J IE=431.50 70LF-SOAKAGE TRENCH 7 #5 [ - - Sll SUNBURST LOC ST #2 36" FIR 0 #3 046'1 FIR #17 2S" FIR 0 #14 14" ASH #8 r 12" CEDAR #9 #4 6" CEDAR~ 1 #7 8" CEDAR 5" FIR o 0 0 #6 o 0 36" GRAND FIR #1 46" FIR o #10 10" CEDAR #11 5" CEDAR #12 8"CEDAR #13 ~ --- il \ \ NOTES 1. LOCATION OF EXIST. SS IS APPROXIMA TE. CONTRACTOR MUST VERIFY LOCATION PRIOR TO CONSTRUCTION. 2. SANITARY DRAIN IS TO BE VENTED VERTICALLY UP THE WALL OF THE TRASH ENCLOSURE BUILDING, IN ACCORDANCE WITH THE OREGON. SPECIALTY CODE AND CITY OF VENET A REQUIREMENTS. 'fRAP IS TO BE LOCATED BETWEEN 12u AND 24" BELOW FINISH GRADE ELEVATIONS. TRAP TO BE PROVIDED WITH 1/2 INCH WATER SERVICE AND TRAP PRIMER. ~ Td <U ~ (]) o C\S (]) ~ LEGEN[) -@ X" IE=XXX.XX ROOF DRAIN CONNf~CTION SEE PLUMBING PLANS FOR CONTINUATION ALL ROOF DRAIN CONNCETIONS TO BE CONFIRMED WITH FINAL ARCHITECUTURAL PLANS BUILDING WATER SERVICE LA TERAL. CONNECT TO COLD WA TER SYSTEM. SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION AND BACKFLOW VALVE INSIDE THE BUILDING. BUILDING SANITARY SEWER SERVICE LA TERAL. SIZE AND IE AS NOTED. CONNECT TO BUILDING SANITARY SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. LOCATION AND SIZE SHALL BE VERIFIED WITH PLUMBING PLANS PRIOR TO CONSTRUCTION AND ANY DISCREPANCY SHALL BE REPORTED TO ENGINEER. ~ EXPIRATION DATE: . 6/30/8, I --@ X" --@ XU IE= XXX. XX ANDERSON DABROWSK I ARCH ITECTS LLC 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS, DESIGNS. ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS. DESIGNS, ANDIOR ARRANGEMENTS WITHOUT THE WRI1TEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS PROHIBITED BY LAW. PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: NORTH Date: 7-1-08 Scale: Project No,: 07155 File Name: Drawn By: ALB SCALE Checked By: JW 20 0 ~ 10 20 . 40 I Jurisdiction Approval: 1 INCH = 20 FEET Date jUt11 Or\g\na\ SheetTitle: UTILITY PLAN I1I'J1:I/ Consulting Engineers t2/J1 Oak ~ lUG ttl ~ ~ 97401 (540 684-4902 Fax (540 684-4909 Denver Eugene LosAngel8S Passdena Phoenix Portland Sf. LouIs Sacramento San DIego San Francisco Seattle Tacoma Sheet No,: C3.0 --- / o N o 0) <( I- O'l 3: -0 o (I) 0> N CO I'- / I- o --1 CL / o <( o / I.- (I) -+-' C (I) o I -C -+-' .= 0) (1)1 ::J-c ..:::t.::!:: () 0 o (I) 0)): <(I (I) >-g 0)(1) ELf Q..(J) O>N -.;tco .. I'- 1.00 -+-,1"0 0/ I'- coo 00 ~N '{""- / ~a.. 1'-/ () / -0" (1)0 -+-' -+-' '. o~ aiL / -- -- - - / I I - _.. -- -- -- -- -- -- -- -- -- -- :::-: / CONCRETE SIDEWALK----.....:,~ . :4 ::- = 435 DEADMOND FERRY RD - FQ F , \, FQ ", '~ fF'O' .. '" \ .. ' .\ '" :' :. FOUND 5/8" IRON ROD . . , FOUND 5/8" IRON ROD EXIST. TREES I I /" -~ - _. pp , 1YR-2YR GROUNDWATER TIME OF TRAVEL ZONE 2YR-5YR GROUNDWATER TIME OF TRAVEL ZONE / , , 435 r<) N " f'. N I 3: Ie :-t" ~ 0 (J) I V <D o r' f'. \0 N #35 28" FIR 0 I I ~~;!Jt;; ~ t-,\..t-,'l. .. .. .. ft..~~ ~ ' -000 ~ ~ ~ #34 38" FIR 0 0#29 24" FIR 0#22 30" FIR WELL 0 HOUSE #30 V 38"G~ 0#23 40" FIR HOUSE , , DECK #21 08" VINE MAPLES 0#19 40" GRAND FIR #20 0 12"/811 MAGNOLIA CARPORT ON CONCRETE SLAB HEATVACON ~ CONCRETE PAD .. o ~ '~ br~"5 ~'s."\j. ~ . ..., ~~\) .. .. y\~t.-r' ~ \,.oOQ ~ &. , , LOCUST #1 4611 FIR o FOUND 3/4" IRON PIPE . 588013'23"E SHED -' ~ #12 8"CEDAR #13 12" CEDAR ~ ~ ~ ~ ----~- -- ti- ~ ~ -- NOTES: 1. THE SITE IS CLASSIFIED AS ZONE )(. PORTIONS OF THE SUBJECT PROPERTY LIES WITHIN THE 100-YEAR AND 500- YEAR FLOOD PLAIN. 2. THE SUBJECT PROPERTY IS IN THE CITY OF SPRINGFIELD'S WELL HEAD PROTEc'nON 1-2 YEAR AND 5-10 YEAR TIME OF TRAVEL ZONE. ACTUAL TIME OF TRAVEL ZONE BOUNDARIES ARE SHOWN ON THIS PLAN. 3. SOILS ON THE SITE ARE 75, MALAI30N SILTY CLAY LOAM PER THE SCS SOIL SURVEY FOR LANE COUNTY, OREGON. 4. THE SITE IS NOT IN A WATER QUALITY LIMITED AREA. ..s 1 C\J (1.) ~ <U U c:j (1.) ~ ~ ~~,o xo~~ o~~ ~<< 0 ANDERSON DABROWSK I ARCH ITECTS LLC 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS,DESIGNS. ARRANGEMENTS. DRAWINGS. AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS. LLC. ANY USE. REUSE. OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS. IDEAS. DESIGNS. AND/OR ARRANGEMENTS WITHOUT THE WRITrEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC.IS PROHIBITED BY LAW. PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 7-1-08 Scale: Project No.: 07155 File Name: Drawn By: ALB NORTH Checked By: JW Jurisdiction Approval: SCALE \ \ 20 0 ~ JUl t 1 2 Received: 10 20 1- 40 I 1 INCH = 20 FEET Original Sheet Title: SITE ASSESSMENT I1I'!l:I/ Consulting Engineers 1201 0Jk ~ S.I1e ~ E~ ~ 97401 (541) 684-4902 Fax (541) 684-4909 Denver Eugene LosAnge/es Pasadena PhofInlx Portland St Louis Sacramento San Diego San Francfsco Seattle Tacoma Sheet No.: C 2. 0 GENERAL NOTES GRADING NOTES tOt-B,OWG PROPOSED 1. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS "STANDARD CONSTRUCTION SPECIFICATIONS, f994" AS AMENDED IN 1998 AND 2003 (OR CURRENT EDITION), IN ADDITION TO THESE PLANS. 2. ALL PUBLIC WATER SYSTEM WORK TO BE CONSTRUCTED BY SUB WATER UNDER SEPARATE PERMIT. CONTRACTOR TO SCHEDULE ANDCOORDINA TE NEW WATER SYSTEM WORK WITH SUB WATER PRIOR TO CONSTRUCTION. WORK TO INCLUDE SERVICE TAPS TO MAIN, WATER METER, FIRE HYDRANT AND PUBLIC LINE INSTALLATION. 3. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2002 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE CURRENT EDITION OF THE OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY' OF SPRINGFIELD. 4. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES .TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 7. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. 8. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 9. ALL PRIVATE WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 10. ALL ROOF DRAIN AND BUILDING LATERALS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT. UNLESS NOTED OTHERWISE. 11. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 12. MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATIONS SHALL MEET THE REQUIREMENTS OF THE 2002 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00405, "TRENCH EXCAVATION, BEDDING AND BACKFILL". 13. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.57 INCLUDING NOTIFICATION OF ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 15. CONTRACTOR SHALL MAINT AINALL UTILITIES TO EXISTING BUSINESS AT ALL TIMES DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 17. THE CONTRACTOR WILL BE BOUND BY THE CONDITIONS OF THE LDAP PLANS FOR THE SITE. ALL EXISTING EROSION AND SEDIMENT CONTROLS MUST BE INSPECTED, MAINTAINED, AND REPLACED AS NECESSARY PER THE LDAP PLANS UPON INHERITANCE OF THE SITE THROUGH COMPLETION OF THE CONSTRUCTION AS NOTED IN THE PACKAGE. 1. SLOPE AT HANDICAP SPACES SHALL NOT EXCEED 2 PERCENT IN ANY DIRECTION.. 2. FINISH GRADE ELEVATION AROUND BUILDING EXTERIORS ARE NOTED IN THE GRADING PLAN, AND SLOPE AT A MINIMUM 2.0% POSITIVE DRAINAGE AWAY FROM THE BUILDING TO AN INLET OR STREET. IN ACCORDANCE WITH THE CURRENT ED 111 ON OF THE OREGON STATE BUILDING CODE. FINISH GRADE AROUND PERIMETER OF BUILDING IS 6 INCHES BELOW FINISH FLOOR OF BUILDING UNLESS NOTED OTHERWISE. 4. CONTRACTOR SHALL REFERENCE APPROVED LDAP PLANS AND INSTALL ALL APPROPRIATE EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL ADHERE TO THE RECOMMENDATIONS AND REQUIREMENTS CONTAINED IN THE PROJECT GEOTECHNICAL INVESTIGATION AND ENGINEERING SERVICES REPORT AND THE APPROVED LAND DRAINAGE AND ALTERATION PERMIT FOR ALL GRADING ACTIVITIES SUCH AS TOPSOIL STRIPPING, SITE PREP ARA TlON,. FILL REMOVAL AND STOCKPILING, COMPACTED FILL SLOPES, SLOPE STABILITY, FOOTING SETBACKS, EXCAVATION, TRENCHING AND WET WEATHER CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOI~ DEMOLITION OF EXISTING PAVEMENTS, CURBS, AND OTHER SITE ELEMENTS WITHIN PROJECT AREA. 7. FINISH GRADES INDICATED IN PLANTING AREAS AND STORM FACILITIES ARE TO TOP OF TOPSOIL OR MULCH. CONTRACTOR SHALL ACCOUNT FOR DEPTH OF TOPSOIL/MULCH IN THESE LOCATIONS WHEN ESTABLISHING THEIR SITE GRADING. WW ST W/FP/DW TIFO E I'" .. , .. .. .. '1 .'. ... . . . . . . . . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . f.(t~~i~~~,\~~~~;~l\~1.i:~{~; SEPARATION STATEMENT ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 1 0' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18"MIN. ABOVE THE SEWER. I!] . II ABBREVIA TIONS AC AD CB C.O.S. COTG CONC. CON ST. D/W DI DIA. DCVA DW DWG EXI ST. /EX. FF FG FT GB HP IE ASPHALTIC CONCRETE AREA DRAIN CATCH BASIN CITY OF SPRINGFIELD CLEAN OUT TO GRADE CONCRETE CONSTRUCT DRIVEWAY DITCH. INLET DIAMETER DOUBLE CHECK VALVE ASSEMBLY DOMESTIC WATER DRAWING EXISTING FINISHED FLOOR FINISHED GRADE FEET GRADE BREAK HIGH POINT INVERT ELEVATION L LF LP MAX MIN PERF. PUE PVM,T R S SHT. SPECS. SS ST SUB S/W TC TP TYP. UNO W W/ WW LENGTH LINEAL FEET LOW POINT MAXIMUM MINIMUM PERFORATED PUBLIC UTILITY.. EASEMENT PAVEMENT RADIUS SLOPE SHEET SPECIFICA TlONS SANITARY SEWER STORM SPRINGFIELD UTILITY BOARD SIDEWALK TOP OF CURB TOP OF PAVEMENT TYPICAL UNLESS NOTED OTHERWISE WATER WITH WASTE WATER o o ill <( f- O'l ?; \J :> o 0> N ro I'- / f- o --I 0.... / o <( o / l.- (]) -J-I C (]) o I ..c -J-I .~ ill (/)1 ::J..c ..Y.~ o 0 O(]) ill I <(I (]) >.g ill(]) E9- 0..Q) IDN f'/')ro .. f'. IDo -J-If'/') 0/ I'- roo 00 '-...N ...-/ '-...0.. 1'-/ o / -0 .. (])o -J-I o~ D:G: LEGEND .s t cd Q.) =c Q) u cd Q) ~ 10t-O,OWG EXISTING STANDARD AC PVM'T STANDARD CONCRETE SID CURB EDGE OF PAVEMENT PROPERTY L1NE(PL) OR RIGHT OF WA Y(R/W) GRADE BREAK EASEMENT LINE (EL) SANITARY SEWER / WASTE WATER STORM DRAIN WATER TELEPHONE LINE / FIBER OPTIC POWER LINE PERFORATED PIPE CONTOURS -- S SD W T/FO E 436 WA TER METER CLEANOUT CURB INLET OR CATCH BASIN SURVEY MONUMENT POWER POLE TREE LIGHT POLE [}l] s @ I EXPIRATION DATE: 6/30/ 0 ., -Q)- o ~ ANDERSON DABROWSKI ARCH ITECTS LLC 1430 SE3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS. DESIGNS. ARRANGEMENTS. DRAWINGS. AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS. LlC. ANY USE, REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS. IDEAS, DESIGNS. AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS PROHIBITED BY LAW. PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 7-1-08 Scale: Project No.: 07155 File Name: Drawn By: ALB Checked By: JW Jurisdiction Approval: SCHEDULE OF DRAWINGS SHT NO. TITLE Cl.0 CIVIL NOTES, lEGEND. & ABBREVIATIONS C2.0 SITE ASSESSMENT PLAN C3.0 UTILITY PLAN C4.0 GRADING PLAN . C5. 0 HORIZONTAL CONTROL PLAN C6.0 CIVIL DETAilS C6.1 CIVIL DETAILS C6.2 CIVIL DETAilS l I jUL \ \ 8 . Orig\nal /II'JID Consulting Engineers r;m QUe Sfres( [Me m E~ ~ 97401 (541) 684-4902 Fax (541) 684-4909 Denver Eug8fl9 Los Angeles Pasad8fla Phoenix Porlfand St LouIs Sacramento San Diego San Fmncfsco SasttJe Tacoma Sheet Title: CIVIL NOTES, LEGEND, & ABBREVIATIONS SheeINo.: Cl.0 @) EXTERIOR FINISH: SIDING TO MATCH B.C. ON 2x6 PT. STUDS WITH 1/2" MARINE GRADE PLYWOOD 3 YARD CONTAINER 4" CONCRETE SLAB 9 SLOPED ~" J FOOT ex) ON COMPACTED FILL PRIMER AND DRAIN TO CITY SEWER 71-0" J '- ROOF DRIP EDGE W 1. :A~~.:.~ED TRASH AREA FLOOR PLA~ 5> N II: o .1 ...... b 1 Co 81-0" STANDING SEAM OR ASPHALT COMPo ROOFING TO MATCH NEW CLINIC. EXTERIOR FINISH: SIDING TO MATCH B.C. ON 2x6 PT. STUDS WITH 1/2" MARINE GRADE PLYWOOD HEAVY DUTY HINGES AND LATCH MATCH B.C. HARDWARE 2Xa" PT. FRAME 4" CONCRETE SLAB ON COMPACTED FILL 4. COVERED TRASH AREA FRONT ELEV. SCALE: 1/4" =1'-. 0" 8x8 PT. .4 ~ V 2x6 PT. CAP 2x6 PT STUDS WI HANGER LAPPED SIDING PLYWD 1/2" MARINE GRADE PLYWOOD EXTERIOR FINISH: SIDING TO MATCH B.C. ON 2x6 PT. II: :! (W') - .' co PRIMER AND DRAIN TO CITY SEWER " , <1, ' :., . " .6, .." ~ . , ,. . <1': .' ,Lj, ~ ,< ~ , :'~ .6 i 3. WALL SECTION TYPICAL 2. COVERED TRASH AREA SIDE ELEV. SCALE: 1/4" =11- 0" SCALE: 3/4" =1'- 011 5'-0" 4'_011 GALVANIZED BICYCLE RACKS VERIFY LOCATION SET RACKS IN EPOXY GROUT THICKEN CONCRETE SLAB AT EMBEDMT GALVANIZED BICYCLE RACKS VERIFY LOCATION SET RACKS IN EPOXY GROUT THICKEN CONCRETE SLAB AT EMBEDMT 5. BICYCLE RACK FRONT ELEV. 6. BICYCLE RACK FRONT EL,EV. ALTERNATE SCALE: 1/4" =11- 0" SCALE: 1/4" =1'. 0" '---', 1/ SUN '''\ i \ \. ! / / SUMMER SOLSTICE " ............. ~- - \ / '-.. .......... -.- -~ "./ ~ - ~ N N ",- -- " 1/ SUN "- I \ i SPH = HEIGHT OF THE SHADE POINT N = NORTH/SOUTH LOTI PARCEL DIMENSIONS SOLAR SET BACK = (2.5 X SPH) - 75 + (N/2) 25.5' = (2.5' X 21.751) - 75' + (90/2)' 25.5' = WHICH IS EQUAL OR GREATER 'fHAN 201 25.5' MEETS THE SOLAR SET BACK VAlwUE FOR THIS LOR DISTRICT SITE LOCATION Latitude: +44.04639 (44 deg 02'47.004"N) Longitude:-123.002083 (123 deg 01114.988'W) WINTER SOL TICE HORIZON LINE 28'-7 11/16" ,1.6'-7 1/16} 54'.11 5/8" 26'-3 7/8" j 7. SOLAR ACCESS REQUIREMENTS DIAGRAM SCALE: N.T.S. ~ ~ ~. .... .. "4 cd d) =t d) u cd d) ~ ANDERSON DABROWSKI ARCH ITECTS LLC 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS, DESIGNS. ARRANGEMENTS. DRAWINGS, AND PlANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF. ANDERSON DABROWSKI ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC.IS PROHIBITED BY LAW. PeaceHealth Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal' Type Revisions: Date: 7-01-08 Scale: 1/4"=1'-0" Project No.: 07155 File Name: A2.2 Drawn By: BDL Checked By: JMA Jurisdiction Approval: JUL 1 1 Submittal Sheet Title: DETAILS Sheet No.: A2.3 LEGEND EXISTING AND PROPOSED TOPOGRAPHY LINE AND ELEVATION EXISTING TOPOGRAPHY LINE TO BE REGRADED PROPERTY LINE SETBACK OR EASEMENT LINE MAIN FLOOR LINE CENTER LINE -100 - t ..~. .~. .~ '~.' .~. ") 'f '::'.~ ~=.'- :. ~.::...".:I~;: ::.; NEW CONCRETE 103.75. ~ FFMAJN Q;) ELEVATION (HEIGHT) INDICATOR ELEVATION. INDICATOR .TR -e- ~ PP EVLT TRAN DECID. W(2J . lev SITE DATA AREAS LOT: BUILDING: IMPERVIOUS SURFACE = PARKING LOT AND SIDE WALK: PERVIOUS SURFACES IMPERVIOUS SURFACE % LANDSCAPING % ROOF AND OVERHANG PARKING COUNTS TOTAL SPACES: 14 ADA SPACES: 1 LOADING BERTHS: 1 BICYCLE PARKING: 3 ONE COVERED AS REQUIRED TREES TO BE FELLED #20 12" MAGNOLIA #30 38" GRAND FIR #31 10"YEW #32 36" FIR #33 40" FIR #45 8" MAPLE #44 8" MAPLE #43 12" MAPLE #42 36" FIR #41 32" FIR #51 44" FIR #52 14" Yew #62 28" FIR #63 36" FIR #64 12" MAPLE ~ DEADMO .~. ~ . 1Jc3S 4 UNDERGROUND LINES IIQLN" TELEPHONE. PP WITH UNDERGROUND UTILITY DROP TELEPHONE RISER/JUNCTION BOX POWER POLE GUY POLE POWER POLE/OVERHEAD LIGHT POWER POLE ELECTRICAL VAULT TRANSFORMER UNKNOWN DECIDUOUS TREE WATER METER IRRIGATION CONTROL VALVE FQ FO FO FO FO FOUND 5/8" IRON ROD- ICV -#57 3811 FIR o /BUfLDING ~ SIGN p~ 0#61 22" FIR #66 2811 FIR 0 #67 30" FIR O' .#65 t 14" MAPLE o #68 12\1 MAPLE 0 . o #69x 34"FIR . , #~6 36" FIR I I I I I I . ., I I I I I I I I ~. I . fV) I ; I :... o t- 2' . CIl 10'1 0#59 12"F 0#58 32" FIR o #60 14"FlR #55 36" FIR 0 0#50 8" FIR #49 14" IR 0 5" MAPLE 0 47,699.4 SQ.FT. 4057.2 SQ. FT. 9900.2 SQ.FT. 33,776.7 SQ.FT. 31.2 % 68.8 % 4978.8 SQ.FT. #54 22" FIR o 0 #53 . 3011 FIR #46 30" FIR 0 #470 8"MAPLE o #39 36"FJR - ..... '0 ti 0.#38 28" FIR #35 28" FIR 0 TAX LOT 2200 0#29 24" FIR NEAREST TRANSIT STOP LOCATED ON GAME FARM ROAD BETWEEN DEADMOND FERRY RD. AND BEL TLINE RD. ~ #1 46" FIR o NEW 6' TAlL I WOOD FENC~ AND GATE ^ . ......- 4. SITE PLAN CURB CUT AND REPAIR TO MAT.~H EXISTING SIDE WALK AREA o #7Ox 38" FIR I ;? - o o ~ SCALE: 1" = 20' - on (9 NOTES: POST G) MOUNTED FIRE LANE NO PARKING SIGN AT MIN. 7'. O. .s. V .. '.4 (\j (1) ~ tJ) o (\j ct). ~ .AND E.RSON D,ABROWSKI ARCH I.TECTS' LLC 1.430 SE 3rdAvenue Suite 200 Portland, OR. 97214 Tel: (503)239:"7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS. DESIGNS. ARRANGEMENTS, DRAWINGS. AND PlANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS. LLC. ANY USE. REUSE, OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS~ DESIGNS, ANDIOR ARRANGEMENTS WITHOUT THE WRIlTEN PERMISSION. IOFAN.DERSON DABROWSKI ARCHITECTS, LLC, IS. PROHIBITED BY LAW. PeaceHealth Medical Group Nurse Midwifery. Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittaf Type R.~visio.ns: D~lte: 7-01-08 S(~le: 1 "=20'~0" .project No.: 07155 File Name: A2.1_SITEPLAN Df'awnBy: BDL. Checked By: JMA Jurisdiction Approval: JUL 1 1 .2008 . Original Sheet Title:. . SITEPLAN .sheet No.: A2.1