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Home My WebLink AboutPlan, Tentative APPLICANT 6/3/2008 PeaceHealth Medical Group Nurse Midwifery Birth Center 353 )=AJVO\.) =~=~~y RJ. S:>_~:\JG=:=~) O~, 97L.77 ORO~=C~ ''''''=AV OWNER: Peace Health 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 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 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: 503~ 274. .4681 Contact: Matt Keenan STRUCTURAL ENGINEER: Nordling Structural Engineering 6775 SW 111 thSuite 200 Beaverton, Oregon 97008 Tel: 503. 924.5901 Fax: 503. 924. 5903 Contact: John Nordling, .PE 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. OREGON DEPARTMENT OF HEALTH 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 SCOJ= )ESC~-:>- O~\j 03.14.06 These construction drawings are to illustrate the tear down/raizing 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. 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. All work to meet PeaceHealth requirements and building stand~rds for this facility. Any questions regarding product standards or procedures should be directed to PeaceHealth representative, Jim Werfelmann or the architect. 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. -Z)RO~=C- JA ~'A 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 4022.5 S.F. PROJECT ADDRESS: ZONING SQUARE FOOTAGE: OCCUPANCY TYPE: OCCUPANCY LOAD: CONSTRUCTION TYPE: STORIES: PARKING B Occupancy Less than 49 occupants Type VB-non-rated - Fully Sprinklered 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 -_OCA- - 0 \. ~::> _A \j -- ):~W>\G I\)=X ~ 1'-./) Architectural Drawings A 1.0 Cover Sheet A2.1 Site Plan A2.3 Trash Enclosure 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 Scale S~:J _A, - (\'-) ~ Scale nts AREA OF WORK )===~~=D Sj3V- I A_S 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 A:J;-:J_ CA3 _= GO) =S 04.01.07 \ All work to meet current federal, state, county, city and ADA codes and regulations. 2007 International Building Code 2007 OreQon Structural Specialty Code. 2004 Qreqon Mechanical Specialty Code, 2005 Oreqon Electrical Specialty Code 2005 Oregon Plumbinj} Specialty Code. \ '" .1 46~YlR (=.~ 'j ~.r ')0 I 1'OUll1>3/"1RON All Ore~on Occupational Safety and Health Division Standards 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. 1999 2000 National Fire Protection Association 99 National Fire Protection Association 101 2002 National Fire Protection Association 13 "V \-\' 13> \ 11~ (Mw- .....i,..,~."..:....,.. .~ -'.. '. .,.'.' ."'..".} , ,~ , ~11'ilili~~I"ij~i~ ~ (t) ...~~ "-Ilm~ (t) Q ,\3 Q) .~. A\')= -~SO-\J 9A 3 7:{OWS< . A -~C-I ~:r =CTS lle 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 PROPERlY 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: 5-28-08 Scale: AS NOTED Project No.: 07155 File Name: XXXA1.0 Drawn By: BDL Checked By: JMA Jurisdiction Approval: JUN 0 3 2.008 Sheet Title: COVERSHEET 6[0 ~ ft~ lb. f;U V <:J<f Sheet No.: At'~ .0 ) R~ 7.JX)$ ~ 0{j)-3~ fRe---5of> M.\ -rrKL- - cd C\ t:. Tafrrtl1V~ _EG=\JD 100 :~ ~': ~'~'~~~~;'.:: :~:.:, :~:l::.; 103.75 ~ FFMAIN'~ @ .TR -e- e- x:x <? PP EVLT TRAN DECID. WI'2I . lev EXISTING AND PROPOSED TOPOGRAPHY LINE AND ELEVATION EXISTING TOPOGRAPHY LINE TO BE REGRADED PROPERTY LINE SETBACK OR EASEMENT LINE MAIN FLOOR LINE CENTER LINE NEW CONCRETE ELEVATION (HEIGHT) INDICATOR ELEVATION INDICATOR 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 s~- DA-A AREAS LOT: BUILDING: IMPERVIOUS SURFACE = PARKING LOT AND SIDE WALK: PERVIOUS SURFACES IMPERVIOUS SURFACE % LANDSCAPING % ROOF AND OVERHANG PARKING COUNTS 47,699.4 SQ.FT. 4022.5 SQ.FT. 9900.2 SQ.FT. 33,776.7 SQ. FT. 32.6 % 67.3 % 5279.2 SQ. FT. TOTAL SPACES: 14 ADA SPACES: 1 LOADING BERTHS: 1 BICYCLE PARKING: 3 ONE COVERED AS REQUIRED TREES TO BE FELLED ~ DEADMO~RRY RD. - EVLT s~ ~br3 4 UNDERGROUND LINES ~ "QLN" TELEPHONE . . ----' - . .' 24' .......--:. 28'-911 TRAN .r.... --:.------ ~CURB CUT AND REPA R ________ ___ -- / TO MATCH EXISTING. \ - - FC~ \, ~C j7' :"Jg"-K~"-. ~--r-----, N. FC 'l . Fe' """"" \. . ^ I -'lt~FOUND 5/8" IRON ROD V .......-6" CURB BUILDING . ~SIGN ~ i 1: ..~.. "..t( ctS (l) '_.'T~ v4 (l) o cd CL) .~ PP WITH UNDERGROUND UTILITY DROP }~ FO . i?E>':''''':-' ,,,:.J,,'. . fi'L' L F~"'--. Fe .. ......lOlI-' FQ~GP .FO '\ / ,-w '\.~{'i-! ~d_" F0'~FG _ .Fe --' '~ \ GP~ S88016'40llE Fe FOUND 5/8" IRON ROD '~tY. ~ lev · #57 38" FIR o #66 28" FIR 0 #67 : 30" FIR o' #65 14" MAPLE o #68 12" MAPLE 0 o #69x 34"FIR P}.' o #70x 38" FIR I .;? ~ 0#61 22" FIR X#63 .36" F o #56 36" FIR 0#59 12" FIR \ 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com 0#58 32" FIR o #60 14" FIR #55 36" FIR 0 #50 8" FIR 0 o #39 36" FIR ~ '18s: - '~\-a{( #52 I . / ..... )' ; Q ..~ ~ R28' .6" . #51 ;;..,,; 44" FI~ #49-L -#48 . 14"-l1IR 0 5" MAPLE 0 #46 30" FIR 0 #470 8" MAPLE #54 22" FIR o 0 #53 30" FIR 0#38 28" FIR A\J ) -= ~=( S 0 \J )A 3~OWS< A~C; T=CTS LLC #35 28" FIR 0 #43 " / 12" M LE Jl / " #44 8" MAPLE #45 8" MAPL -#33 . 40" FI~ . . #32 .' . TRANSF. 36" FI \ #31 '\.}I \ 10" YEW /~ /~ J 9 ~~## \J '180 :to / #42 X ~~FIR , , 3 -m -S8t>__ 11 4 '-PP 12 16' 56' 1" 1- ~ 5 o o ~ C\I f-4 o ~ ~ #34 38" FIR 0 13 '-~ 14 .6 en ~~ .; -- 10' -. '- ill .1' 4' 6 TAX LOT 2200 ~ \0 ~ ...... v o ...... o 00 tE POST h . -.- MOUNTED t \ SIGNAT H MIN.r-o" t-- ~ / " ~ ~.,:.. 7'-:<. ~r7 .. ~ ~/;\P~ ---:: _ :.*.;:rE ~I" ~ '~ .-. -- (/ ~~- 1~:- X ~gijJ #30 38"G FIR 7 . .t 16' . 8 .1 231KE 'IT.CK- 1m. \ r <<, -I. ~ .. "'. en 41\ I-f 'l7' I . t . ,; 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. ~.24' FINISH ~ GfUt: . , ~.' .J .~ '( 435.50' FINISH FLOOR n ~n ~~ 111 Peace Health Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 BIRTHING CENTER SQ. FT. 4022.5 . oc;- c. I,r ~ ~~~ I .~I I~ - ':- - 49' I #2l) o >I21 ItS.. VIAGNOIIA ! . - ~ o ~# ~ Submittal Type Revisions: (.-) LOCUST ~ Date: 5-28-08 Scale: 1 "=20'-0" Project No.: 07155 File Name: A2.1_SITEPLAN Drawn By: BDL Checked By: JMA #1 46" FIR o NEW 6' TALL (WOOD FENCE' AND GATE .45'-7" ( -- FOUND 3/4" IRON PIPE S88013'23"E Jurisdiction Approval: ..-- JUN 0 3 2008 . S = :>_A' L. . Sheet Title: SCALE: 1" = 20' - 0" (,\""\) '-J SITEPLAN Sheet No.: A2.1 ~ EXTERIOR FINISH: SIDING TO MATCH B.C. ON 2x6 PT. r---~.~-------- -------1 ~:~~ ~~~~~ MARINE I r--'" 1'"""'--:' I II I:~:"'" '~------- ------~j...' · '::J II " I " .,-;:..--:;:. ---..---v: - J I .':~;, '''_,:~.~'.::: ).~".;,: '(.~;, '::':: .:. i ~~~ I - 3 YARD ~.... ,,- 0"'1 E ':"~:'.>'~ :-:~ :..1 I I CONTAIN R GI I X..{~..,:.{. ~~ ~ I .4" CONCRETE SLAB 4 -l->~\~::~:;", :.~ I I 9 SLOPED 14" / FOOT A2.3 1-S7~~~'~;;r~., /~ ~ I ! Cio ON COMPACTED FILL 'I~'~':t.:./.:> :1 Ii-- PRIMER AND DRAIN ~., :,-,,' ..... "I I I TO CITY SEWER I ' . '.'~>' :/; .~~. ....:.;. "" '.'~, ". ~~':zJ 171 I I I", .:J.:.._...;.......;,.~~_.....f-..::..-_.:.... 'il I .. I I. ,. . :'"'!-------------c,.. ,I I .. I t:.:.. .....:..;..i:.J ' ..I..:.~;;,.J I L_~~-------~,~:.-------~:-\ ROOF DRIP ~ EDGE W 1. COV~~=] -~S-I AQeA=_OOR .=>.A~ SCALE: 1/4" =1'.0" , \J 1'j;1 3/1" ~'i Z~ ~, _X~.. .J '. ~~=~~~ "_:[:~ I: ~ '~~ /". /' ~ ~ ~ ~~~.~ (Y) or- ~n 1-'1. '.~ a. Y cD ~ ex) <0 _ ~/-HEAVYDUTY ~~lt~- BASE ~xEi I-' I >.. ,'~'i-\ . . ~.~ ~ CONNECTOR , ".1.. (\111. I II . t..."! I II, I" f 1 r 'J ~ I I.r.~ .;.p4~ -==-...._~ ~f J" 5> 1'-6" t':: ':. I:~, -if- PRIMER AND N " - ;L. ~: ~:.~ DRAIN TO ~, : _.:.s:. 7'-lJ" l_ _8 CITY SEWER 2. COV=~=) SCALE: 1/4" =1'- 0" , 'I , ;- ~~,--' 'L~:~ '. I":~ . .....''':1 4, ,4, . <1 I I'r- -:-- ~.:....-......,... _'1.- _'.A..._ A..:.._ _--l I '. ' . . <1, I . , I. , <1. 1 I. '. 4. ": ~ . 1 I., ':.' 4. ~ 'J I <1 , : '. 1 ' '. :4 " 4 8x8 PT. 5 1/2" I; I; ,. ,. OUTSID~ ~X-:~ ~ FACE ~~~" ~ ~ :. ""-.. -- ~ rn \ ~ ~, RAS- A:~ =A S )== _=V. , , 5'-0" "/ GALVANIZED BICYCLE 9",1/2; 9 ,1/2;' RACKS VERIFY ~ " " " LOCATION ': ~ ft 1',-.,0::' SET RACKS IN ~ ~ 1~-L _ ~ ~~.. ~ /2 EPOXY GROUT - , ; or- (Y) ~ ~ THICKEN CONCRETE ~ ,'-/./ Xy SLAB AT EMBF.NMT ~ . ,':: ~~ \~~':'j'::,~,::.:'~_.~.::;..:;.~:.~~~: 1(';':'~'~~::.(;'\f~'i!,::';:-f';:~~h~'~~"';1:'; ~~ ~~ . ~ , STANDING SEAM ~ ROOFING TO MATCH NEW CLINIC. r- EXTERIOR FINISH: l 2x8 /' r SIDING TO MATCH B.C. }'-O";j' ~~~ ~ 8x10 PT. /"':]J ON 2x6 PT. STUDS .. ~ / a...: WITH 1/2" MARINE .., Cy____/~.' '. I"':T-:"_~ GRADE PLYWOOD ! //";1 r;.... ;\"\., !: ..~ HEAVY DUTY I / 1 I I I \ \ ", I" HINGES AND LATCH . I / . . I 1 I I" '. 'I ~. I- -(, ~ ~ \ .~- ~. MATCH B C b a." I 1 1 I I\.\ i'; a..'~ . . -' I,.t,',' I I \ \ "/"::0 HARDWARE <0 ~ I I 'I 1 I I \ V I . >< cx). !:, t,. ! i /~ \ r:::o 2X6" PT. FRAME ~I / ',: : .I / \ \~ . HEAVY DUTY BASE ,,. ""I)?IiJ:...c"",'>,~::~~~=? CONNECT?R '" 5> 1'-6" 1;:.'.1.:.' (' ;j--- 4" CONCRETE SLAB ON N~ '1:=-=-] 8'-0" 1i_.iJ COMPACTED FILL , ;( .( b _I ...... L. . COV=:~=) - -=G~=\.-) 2x6 PT. CAP 2x6 PT STUDS WI HANGER ,.... DUPLEX OUTLET -"c) =t FOURPLEX OUTLET -@ SPECIAL OUTLET <l COMPUTER OUTLET ~ TELEPHONE OUTLET $ LIGHT SWITCH $0 LIGHT SWITCH DIMMER (N) DENOTES NEW (E) DENOTES EXISTING (j) THERMOSTAT 1/2" MARINE GRADE PLYWOOD EXTERIOR FINISH: SIDING TO MATCH B.C. ON 2x6 PT. =~ ~' 3. WA_~ S=C- O\J . YP CA_ SCALE: 3/4" =1'- 0" 5. ~31~),CI..= -~C'( =RO\. " I E_:=V. SCALE: 1/4" =1'- 0" @ KEY NOTE <e> WALL TYPE, SEE A 1.1 , 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. =(:::Y ::>_A \j @ ~ ~'m. u .~ rt==rr~ii. _"'_ '<1 ..... ...... -II ..~ .' ~t-- ~ ~.- :l~rat r;;.... . { :-roc U'.,J"...., ~ , ~3/~ A\J)=-~SO\ JA -3~OWS-< A -~C -I ---=C- S 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: 5-28-08 Scale: 1/4"=11-0" Project No.: 07155 File Name: A2.2 Drawn By: BDL Checked By: JMA Jurisdiction Approval: JUN 3 Sheet Title: DETAILS Sheet No.: A2 3 . GE ~ERA ~~OTES 101-B.OWG 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, 1994" 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 AND COORDINATE 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 EXCAVATlO S SHALL MEET THE REQUIREMENTS OF THE 2002 OREGON ARDSPECIFICATlONS CONSTRUCTION, SECTION 00405, "TRENCH EXCAVATION, BED ND BACKFILL". 13. Al II:.NTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED EGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET. FQgTH .IN~ OAR 952-001-001 0 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RUL.ES B,,( CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST COMPLY WITH ALL PROVl S 0F 7.541 TO 757.57 INCLUDING NOTIFICATION OF ALL PE ENT PANIES UNDERGROUND UTILITIES IN THE PROJECT ARE lEA 8 WSI t5JOm MORE mHAN 10 BUSIt5JESS DAYS PRIOR T MME EX MAY BE ACCURATEL.YLOCATED. CONTROL SHAllilli BE PROVIDED BY 16. THE COt5JTRACTOR SHALL BE RESPOt5JSIBLE WlmH .THE OWNER. 17. THE COt5JTRACmOR WILL BE BOUND B ALL EXISmlNG EROSION AND SEDIMEN REPLACED AS NECESSARY PER THE THROUGH COMPLETION OF THE CONST .GRADI'IG'IO -ES 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 EDITION 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 EROSIOt5J 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 PREPARATIOt5J, FILL REMOVAL AND STOCKPILING, COMPACTED FILL SLOPES, SLOPE STABILITY, FOOTING SETBACKS, EXCAVATION, TRENCHING AND WET WEATHER CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR 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 ACCOUt5JT FOR DEPTH OF TOPSOIL/MULCH IN THESE LOCATIONS WHEN ESTABLISHING THEIR SITE GRADING. 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 SEP ARA TlON BETWEEN WA TER MAINS AND SAt5JIT ARY SEWERS IN PARALLEL INST ALLA TI0NS 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 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18"MIN. ABOVE THE SEWER. ABB=~EVIATIONS ASPHALTIC CONCRETE AREA DRAIN CATCH BASIN CITY OF SPRINGFIELD CLEANOUT TO GRADE CONCRETE CONSTRUCT DRIVEWA "( DITCH INLET DIAMETER DOMESTIC WATER DRAWING EXI STI FINIS FINIS F G H I LENGTH LINEAL FEET LOW POINT MAXIMUM MINIMUM PERFORATED PUBLIC UTILITY EASEMENT P AV8MENT RADIUS SLOPE SHEET SPECIFI€A TlONS SANIT Y SEWER STO SP SID mop TOP TY? UNL WA WI _EGE ~D PROPOSEO 101-0.0WG IZD Consulting Engineers f2(Jf Oak 5ree( &iIe m ~ 0lp:;rl974Of (541) 684-4902 Fax (541) 684-4909 Denver Eugene Los Angeles Psssdsna Phosnlx Portland St Louis SaCfSmenfo San D/8gQ San Frsnclsco S8attle Tacoma .EXISTING, .. .. . .. .. .. .. .. .. .. . " .. . .. .. .. .. .. . .. .. .. .. .. .. .. .. " .. . .. . . . .. . . .. .. .. . smANDARD AC PVM'T . .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. . .. .. . . .. .. .. .. . %.Etf1r~l~i!~~~~if:f~{ STANDARD CONCRETE SS ST ~/FP IDW T!FO E SID CURB EDGE OF PAVEMENT PROPERTY L1NE(PL) OR RIGHT OF WA Y(RjW) GRADE BREAK EASEMENT LINE (EL) SANITARY SEWER / WASTE WATER STORM DRAIN WATER TELEPHONE LINE / FIBER OPTIC POWER LINE PERFORATED PIPE CONmOURS 436,~"""..,- ...., - II ,I I S SD W T/FO E I!J . WATER METER CLEANOUT CURB INLEm OR CAmCH BASIN SURVEY MONUMENm POWER POLE TREE LIGHT POLE [2] (Ij IS @ -<D- o x::x u SCHEDULE ()I= D =tAW. ~GS SliT NO. IIIF J: C1.0 CIVIL NOTES, LEGEND, &ABBREVlAllONS C2.0 SITE ASSESSMENT PLAN C3.0 UllLlTY PLAN C4.0 GRADING PLAN C5.0 HORIZONTAL CONTROL PLAN C6.0 CIVIL DETAilS C6.1 CIVIL DETAILS C6.2 CIVIL DETAILS r-! ~~ ~ 'f"~ c:d (]) -~'""",I""'.I~ li~'"" " ~ (]) U c;d (]) ~ t EXPIRATION DATE: 6/30/ A\J)==~~SON JA 3 ROWS ~< ~ A~CH T::CTS 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, DRA\iVINGS, AND PLANS SET FORTH ON THESE SHEETS ARE Oy'VNEO 8Y 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. PEACEHEALTH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 5-29-08 Scale: Project No.: 07155 File Name: Drawn By: AlB Checked By: JW Jurisdiction Approval: 03 \ Sheet Title: CIVIL NOTES, LEGEND, & ABBREVIATIONS Sheet No.: C1.0 E /" o ~ () m <C I- CJl ;;: -0 o (f) m <"l CO f'.. / I- o -' CL / o <C () / I.- (1) +-' C Q) () I ..c +-' .~ m .- 1 ~:5 ~O CJl(1) OI I ~~ mO E~ n.1 <"lm <"l<"l "CO o;;tf'.. +-'0 01") CO/ Of'.. ",-8 CO<"l <"l/ "'-A... to/ o / -0" (1)0 +-' o~ D:C: E E E / A PPWITHUN~A ~EADMOND UTIL~DROP . ,~3$~ , ,E E ... ,~i' 4MBI EVLT CONCRETE '\ 1~I2IW ' L "'~ILI"LJi.iJ.i_, SIDEWALK ----....... ' -:- F~' t ,: -: ". .I;,' .,;', '" .\'. ' .. FO F -. <: ;.:,'~,~' .~ ,:.' J.. ,FQ, ~ : ",; ,4 F~_:' ~ ~l', ':F":' ,< :, ~ '&'t"'\ " fFG' ,.c..c L. <.. , ..) <' . ~ /, ':-- ' " '" \' , ,1," >--, \ ." ','I'.. ~ .. ~'': ." f," :. / FOUND 5/8" IRON ROD- ~ '4~5----- ' I ./ ______ 4 UNDERGROUND LINES rl! ~ "QLN" TELEPHONE ~. TRAN I, ~;R(,,'~: '<~F-~ \ ~~'~"" 1;.' , 'Fl' , '......,.' i ~ J' '\:. I / ) - r:t.FQ" .......14. 3'~' Y ~ .,,! L. -F~ / 'FQ f '. .:1,." ".,,-_" .~: '. v~ ~ . '~L.'.'zi'-<#, t...., . ..-Ff.!).....\.: ~ <~ .L."I'~. . .<: ' , <. . I.. <'. ',j . - " 'h ,., '. L <<:" to, I -~---~ GpqS:W1640"E 1~~70'~ ' ~~ISJEMW~~~ TO. · -' .~~~~D~/8:I:~~ROD /' 0/ EXIST. TREES ~ .#61 #62 I ~ 0 #5,? T3Z~i 22" FIR 8" FIR \463 #66 . / 12 ~ A2" FIR 28" FIR 0 #67 ' 0 #7?x ~.: o #58 ;",J #55 ':.~'~:~~.::<:: ~~\) ~ # #60 \ .x:~,1MAPLE ~~,? MAPLE 0 O#69X'~ 36" FIR -:;:),:;':.: y,~t: 1; FIR ~~,~ MAPLE 0 34"FIR '<::,,~--:. "', C\) '.\....:~y~ \#51 " .'....'(.~:. 44"Fnp.( FERRY RD / ICV o #57 38" FIR o o #56 3611 FIR #50 811 FIR 0 /' #49 #48 1411 FIR 0 511 MAPLE 0 #52 #46 30" FIR 0 #470 811 MAPLE / / / / / -E .E /" PP9 / <D o r:: \0 N. #35 28" FIR 0 n :N r' l'- C\/ ~ ---~ ~ ------ .<f, ~ NOTES: 1. THE SITE IS CLASSIFIED AS ZONE X. 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 PROTECTION 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, MALABON SILTY CLAY LOAM PER THE SCS SOIL SURVEY FOR LANE COUNTY, OREGON. NORTH ~ SCA_ : \ \ 20 0 10 ~ #34 3811 FIR 0 w n !\ 0- z s - <D n ~ ~ 20 1 1 INCH = 20 FEET \ 0#29 24" FIR ~ '0 (J) . , '<n' . .. i . , ~ 0#22 30" FIR WELL 0. HOUSE #30 V 38" GRANi>>'IR 0#23 40" FIR HOUSE DECK CARPORT ON CONCRETE SLAB \;;. ' .' l' l' ~ iI'._ '<;;:., ~_ . I _ HEATVACON ~ ~ ~ '.. CONCRETE PAn .. D~ .. #200 ~ 12"/8" MAGNOLIA ~ \.. . ii' !.....~ ' .~, . ~ &. #21 ~ 08" VINE MAPLES. '" 0#19 'X" 40" GRAND FIR ij)sr. ~ t> ~ '~ I>c=>?) S) t..~t..'-l. ,.,. · ~~1-~~ ~ \,OOQ ~ &. Oi~ / #5 8" SUNBUR .IT LOCUST #2 36" FIR 0 #3 ~6" FIR "- '" 170)8' # 111 :t?~- '_._._"'~,,~..<~,,~, . r-"1460FIR J v: FOUND 3/4" IRON PIPE l :::.-......i SHED I -'<~'~~""H_',"' - ~, ~.,-"v>.,_j 588"13'23"E -' ,.,6r'!J"; ______ ~\...~'J · .. .. .. ~ ~~~~ ~ 000 ~ ~ ~ #12 8"CEDAR #13 1211 CEDAR ~ ~L1 ',~ ,tlllllili,j'li.-r1 ~ Q) "I"~ J ~ (!) U c.~ Q) ~ I ExPIRA!ION DATE: . 6/30~ " 't A .\J )= .~ S 0 \j JA3 QOWS'< A~C T==CTS 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 DA8ROWSKI ARCHITECTS. LLC. ANY USE, REUSE, OR DISCLOSURE OF SAID PLANS. REPRODUCTIONS. IDEAS, DESIGNS. ANDIOR ARRJ:,NGEMENTS 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. OREGON 97477 Submittal Type Revisions: Date: 5-29-08 Scale: Project No.: 07155 File Name: Drawn By: ALB Checked By: JW Jurisdiction Approval: 40 I 03 SheetTitle: SITE ASSESSMENT I1I'!l:lI Consulting Engineers m Qlk Sb'ee( &ire t;q E~ ~ 974Qf (541) 684-4902 Fax (541) 684-4909 Denver Eugene Los Angeles Pasadena Phoenix Portland St LouIs Sacramento San Diego San Ftanclsco SeatU9 Tacoma Sheet No.: C 2. 0 o r0 o m <( t- O'! ~ -0 .....; :::s 0) N ex) '" /" t- O -1 0- /" a <( o /" I- Q) -f-J C Q) o I ..c -f-J .~ ro I I-..c o::!:: =0 ~Q) .-.I ..I >-,(1) roO o E(I) 0..0- 01 NO) .. N vex) '" -f-J 0 01'0 ex)/" of'.. ...........0 ex) 0 NN ............./" iD.;? o /" -0" (1)0 -f-J -f-J .. oQ) O:G: E .E E -E .115:1: LF -1" W (PUBLIC BY SUB) CONNECTION EXIST TO DEEE NO~ ;~TERAL ADMOND F 9; ,F "9 NOTES 1. LOCATION CONTRACTgF EXIST. SS IS TO CaNST R MUST VERIFY APPROXIMATE . LOCATION · 2. LOCATION PRIOR CONTRACTgF EXIST. ST I TO CONST R MUST VERIF~ APPROXIMATE . LOCA TlON · 3. SANITAR PRIOR VERTICA Y DRAIN IS T ENCLOSJ~l BUP THE ~A~t OVENTED THE ORE UILDING I . F THE TR ~~~~~D ~~~u~~~~~r ~f~O~~~Ng~~~ FINISH GRAD TWEEN 12" AN IS TO BE PROVIDED W E ELEVATIONS D 24" BELOW AND TRAP ~:MJR/2 INCH 'w::~~ TO BE . SERVICE c NORTH 20 seA o 40 Ia:JIl1 Consulting E. . (54' "* _ "'" <115 ngmeers Denver EugO:::F Fax (54r:;J ~ 97401 Sacra os Angeles Pass ~ mento San Di dens Phoenfx ego San Francisco Sea PorlIand St LouIs ttle Tacoma CONNECT T SEE NOTE f EXIST. AD. RIM=4335 · - OUT(12" :... :I: (EXIST.) :.; ,F E E _ ~ '\ r- _ _ -FG- _ _~ \-E _____.__.".~. '. ,F;~,....".",,--..__~0 / h . Fe ~~~Ni;~Vl6~ ~~~R.~AL .' #:6 ~~:Fr:'~"."~ 36" FIR #67 30!' FIR @ ~. .J ~ 10' ST..QBM EASEMENT 90 LF-8"ST S=0.0050 #66 28" FIR @ #68 12" MAPLB: 0 - @ #69x. 34"FIR #54 22" FIR () 26 If-8''ST S=0.0050 COTG IE=430.79 SS DRAIN @ RIM=433 8 5 IE=431.80 0 C6.1 30 LF-2" S S=0.0200 MTN SEE NOTE 3 . I> #38 28'! FI.R 100 LF-8"ST S=0.0050 .#36 34" FIR@ i!37 16" M.l~PI I? o ~..oJ #34 38" FiR 0 - , , . ~ con: '" IE=431.29 ." '" ~~Oo.~ofSS ~. /' r? '\ ]~?G~lR! I.', " 1" ~ 0#22 #~8 0 #23 30" FIR 28!> '(\. 40" FI"R i..lAPLE . #27 24" FIR o .) -" "" !t 'I'''_~ #21 .~-- . 08"VINE").,\'.: .... - -=435.50 . ~ I.VI\PLES 0#19 ...oJ RD 6" 40" GRAt~ ~') FIR IE=432.50 \ 9 LF-6"ST S=0.0200 r ~~.? ~ ~ /8 M'" ':'1'1,.. .H'H. ~.lA 0#2.6 0 . #24 26" FIR 30" FIR 0TRENCH CB o #25 ~RIM=435.00 6" ASH IE=432.32 #18 46" FIR 0 "I" !t15 lO"ASH o 0#16 1 0" ASH #17 28" FIR 0 ,,.;} #14 14".ASH #9 #8 6" CE~D. .i~R 4 . r 12" CEDA,R . *. o ~\ , #7 8" C' . 4 '~. 1 lC 0 0 5'~FIR, . EDAR l rr \ \r-- - . 36" GRA' #6 i \ t #10 NDFIR_ \ . \ . 10" CEDAR ~ ~ \ \ _!} 1 lL :." CEDAR #12 \ 8" CEDAR #13 :#5 r- .. I 8" SUNBUR #2 ST LOCUST 36" FIR 0 @#3 @ 46" FIR (\ -'. #1 46" I.'IR o , "- 1 INCH - 20 - FEET \ \ ~ ~ j t c'd tJ) ~~~'Iil~ JIll- 3 jjrw~.~ tJ) U C\$ ~ "'I . Il.... .. . , EXP'If~ATION DATE: 6/30/ 'I A.\j.)=' '. JA . - ~ S 0 \j .3~OWS< A.~C -I ~T~=CTS LLC 1430 SE 3 Portl SUit:~~enue and, OR 97214 Tel: (503) Fax: (503)239-7377 239-7327 www.ADarchitects.com ALL IDEAS PLA . DESIGNS AN~S SET FORTH O~RRANGEMENTS ' ARCHI~Er::HE PROPERr;;:;~ SHEETS' ~::~~NGS. AND SAID PlA ~,llC. ANY U . ANDERSON ,NED BY AR~:~:~~~s~~~~~~6!~~H:~~s~~~~~~~:;'~KbF ON DABR' ..:; WRITTEN . ANDIOR PROHI~~SD'l<1 ARCHITEC~ERLMIS$ION PE I BYLAW . LC,I$ ACEHEAL . GROUP NUR~H MEDICAL . BIRTH CENT~NG MIDWIFERY 353 OEAOMO . R SPRINGFIELOND FERRY ROAD , OREGON 97477 Submittal T Re . . ype VISions: Date: 5-29-08 Scale: Project No.: File Name: Drawn By: Checked By: 07155 ALB JW Jurisdiction A pproval: I SheetTitle: UTI LITY PLAN Sheet No.: C3 . 0 Ol 3: '"0 -d Ol 0> '" OJ f'. / l- o --l 0... / o <C o / ~ (1) -I-' C (J) o I ...c -I-' .~ OJ I ~...c 0::: ::=0 .~:f .. I ~<L> roO o E <L> 0..0... 0' 1")0> .. '" .q-OJ f'. -1-'0 01") 0)/ Of'. ",-0 0)0 N'" ",-/ L{)? o /'" -0 .. VA +-' +-' .. o v CL~ ~ ~~s~ADMOND FERRY RD _-----"35------- .~..,.__.,,~- . ~ FOUND 5/811 IRON ROD o #56 36" FIR 38" FIR o TP=434.87:f: MATCH EXIST'- TP=435 37 · "it )() · 28'1 FIR @ #67 301! FIR ~ o #70x 38" FIR ~ @#59 12" FIR / (h ~", 0#58 32" FIR @ #60 14" FIR #68 12" MAPLE 0 @ #69x 34l'FIR #55 36" F1R 0 @ ,:2% #51 44" FU,)< #50 8" FIR 0 -I #48 4/49 S" MAPLE @ 14" FIR 0 #46 30" FIR @ #54 22" FIR @ o #53 30" FIR @ #39 36" FIR 0#38 28" FIR ~ ~ ~ ...... TP=434.62 ~RIM=434.2~ " TP=434.62 TP=434.51 1l'"+o 8" MAPL ./ '\ = ==435.50 ' / TP=435.48 \ / ~) '- ~ -.. ~~% ............. #20 @ ~ 12"/8" ~N fA ~ ........... FG=435.00 AT BUILDING PERIMETER TP=435.15 ~ tY __ #5 8" SUNBURJ"l' LOC ' #2 r usr 36f! FIR 0 .#3 46" fi'fR #1 4.6" FIR @ FOUND 3/411 IRON PIPE " " '", . r=433.ftX. /1 ,~ (EXIST. ) -i 20 .~~ ': 1\" NORTH seA: o 10-- \ \ \ 1 INCH - 20 FEET r',.-...."\~ \(l'. N,' ;;~.r..,iO)' 40 't'W'i : -...., ~.~. .~;i \~-:: ~ Consul/in c:= . pOI QJk S&re( Site WI g {;;.nglneers \'541) 684-4902 Moi ~ Cfflpl Denver Eugene L Fax (541) 684-4909 97401 Sa os Angeles Pa -- cramento San Of, sausna Phoenix Portl ego San Francisco Ss 'aIld St Louis _ attle Tacoma r"se 'iIllll'IIiJ~'.~.IJll.~ ~. "1'1"III'I'I'I'II",'ljl"'I"ill'I~~ cd CJ "~I"'~ mmmn k '~"~14 <3) U cd o ~ EXP'IRATION DATE: J A\J)=~SO' JA 3 .~OWS <'-J A ~C --I -- "' . · == C -- S LLC 6/30/ 1430 SE 3rd A Portl Suite 200venue and, OR 97214 Tel. (503) 2 Fax': (503) 23399-7377 -7327 www.ADarchitects.com ALL IDEAS, OESIG ' PLANS SET FOR NS, ARRANGEMEN AND ARE THE p~H ON THESE SHE"'~~' DRAWINGS, AND ARCHITECTS, LtC OPERTY OF AND:R~ ARE OWNED BY SAID PLANS, REP' ANY USE, REUSE ON DABROWSKI ARRANGEMENT~~UCTlm-lS, IOEA~~.?ISCLOSURE O~ OF ANDERSON D:OUT THE WRri-rE';;~NS, AND/OR PROH~~~~~~~~~TECT;~~f~ON PEACEHEA . GROUP NU LTHMEDICAL BIRTH CEN~~NG MIDWIFERY 353 DEADMOND R SPRINGFIELD FERRY ROAD , OREGON 97477 Submittal Type Revisions: Date: 5-29-08 Scale: Project No.: File Name: Drawn By: Checked By: 07155 AlB JW Jurisdiction Ap proval: 3 SheetT~e: (3~[)IN (3 PLAN Sheet No.: C4.0 o L() o ro <( I- 0'1 3: -0 Q .s:: ill N CO r--.. ,/' I- o --1 0... ,/' o <( o ,/' l..... Q) 4-' C Q) o I .s:: 4-' .~ ro I l......s:: 0== -0 ;=Q) .~I 1 >'8 roo Q) Eo.. 0...1 ..- (J) NN .. co vr--.. -1-'0 01'0 ,/' COr--.. 00 "'--0 roN N,/' ~o... Lf),/' u ,/' -00 (j) -I-' aID CLL;: R.O.W. \ REMOVE EXISTING DRIVEWAY \ DEADMOND FERRY RD CONSTRUCT NEW D/W PER c.o.s. STD. DTL. 3-24 REMOVE EXISTING I DRIVEWAY \, .J . @ #56 36" FIR #57 38" FIR o #55 36" FIR 0 PROPERTY / LINE #54 22" FIR o o #-5~3 30" F1R @ #39 :36" FIH () .#B8 28" FIR #36 34" FIR 4') #37 16" MAPLE o <0 a " "- C\J #35 28" FIR @ 0#29 24" FIR - S88016' 40"E c #~34 38" FIR @ ~1 ... ...... ..:~ . 2" :~::::::-: -::: ::::: ::: :::: :'~'.'-:::::: I ::::V::::::::: . ::. Ii;) :::::. ::::::::: ::: .. .. .. .. " .. .. ... .. .. .. ... .. " .. .. .. .. .. " # 2: . : . : . : . : . : . : . : . : . : . : . : . : . : . : . : . : . : . : .':'::~~:::: ::::: :~ci;:::::: ......:::..:::. 'q2'~'F .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..... "..................................." #64' . '. .:: . . : : : . .: .#6t-'. '. '. . . 'n!(.u'Aht,:tt::::.1.4.../-:." PLE ...~.~v~....... "N @ .......... .... ............"......"...." ....................... .... .... .."........ .. .. .. .. .. " .. " .. .. .. " .. .. .. .. .. " .. .. .. ......"..".. ........................ .. ........... ".. ....".... .......... .... .... ............ ........ .. ......".. "" .. .. .. .. .. " .. .. .. .. .. .. " .. .. .. .. ... .. . .."...."" ..........".... .... .. l':-:-:':!~!.'F."~~::-: :-:-:-:-: ......... .~~. "'. ."" "'. , '" '" '" " . . " '" '" '" '" '" .. '" '" '" '" ~ 11 '" .. '" '" '" '" " '" . '" " '" '" '" " '" :: '" '" '" .. " , .. .. " , .. , " , " .. .. , '" " .. " , .. , , " " , " , " , , " " '" "'...."..".. .."..........".... .. -.. ......" "'".... "''' ." ...."".... ...." "...... ...."......""..".. .. ...... "'.... ...."...... ......" "'.. \~5? : ::~:::::::::::}}::: :::::::::.. .."........ .... ........ ...."..".... '" .. ...... "'........ ....... .... .."".. .. 10 .. .. .. .. .. , " .. .. .. .. " .. .. .. .. .. .. .. ::::::::::::::,':: '. .:. '.:::::::::::::::: i~':'.::.:::::::::::::.:.... .. .. , '" .. " .. .. " .. .. .. .. .. .. .. .. .. .. " .. .. . , . ....... '. .'. .:..... '. .:..... ':. ':.' ::.'. ':. -:/<:. .' .,.7: ..i..~ ! . . . . . . . . . . . . . . . . . . . . . . . . ... .' ~ ':;f" ~ T .' ~ I STD. CURB . -: :::::::::::::::::::::::::::::::::::: :::::::: );? ~~;;:::<':':':;' i ' ......................~...1t..;.!....~..~. . ~ \ . -: -: -: -: -: -: -: -: -: -: -:.:-: -:.:-:-: -: -:.':: -:.:-: -: -: -: -: -: -: -:. o #40 , . J . . . . . . . . . . . . . . . . '1' . . . 40" FiR '"'J . ........................... ..:::::::::::: ' 28" . 1.: :-iLt~::.:-:-:::::.:::::::::::::::.:-:.:. :.:-:. '.::-:-:-:.:-:::::.:::.:. :- ""'TRASH ENCLOSURE ~ ----:x: ............... ':::::::::::.:.'::'~............ SEE ARCH. PLANS 3 CONC s/w # ::r:::::::::::::........... .:q.{l:.:::::::::::. . FOR DETAIL C6 0 (TYP j ~ !1:.M~~~.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..~:.F:.:.:.:.:.:.:.:.:.:.:.:. '. :.:::.:.: .~+~:-:.:.::::: :::::::: :::: :::::::::.:: J:.:.:.:.:.::.:.:.:.:.:.... :.#4 .... ~1' . FIR. . . . . . . . . . . . . . .[. . . . . . . . . . . . . . #45 . ~~" " pT~ : .. '. .. .... . .. " . . . ':::.'::.'. ............:............: .. 8" MAPLE- 7 . . . : co . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . f'i') #3~/\ :::::-:-~ ~~;::::::::::::::::::::::::::::::::::::::::~:::::::~ (f)::::::: . ~ 3~R ... ~>...... ................... X -J... '- C\J Q) #32 :-:-:-:lO'cn'::::::::::::::::::.:-:-:-: : : : :0, ;i :.:-:-: "'" . 2 MID-BLOCK 6" FIR' :'::''-'. ":':':-:-:-:':':-:-:-:':-:':':':-::::.:.:::.:::::.:-Ci)~:-:':-:- '" STD CURB ~ C6.0 RAMPy -::-:'Ht6~-:':-:"':-:-:-:-:-:'24;Q~-:.:-:::.J:::~. . ::-:.:-: () C6.0 l ':. :::::::.~...,'..........~ :::-1-6:0.::: TYP. ~ t...: :.;.:- :-:-:::.:-:. :-:.:.::: :::.:.:-.~:-::. =:.:: : : : Ji= · /~~::':::iI::I:I/I:.(.::.)).)./): .; ~.............. 6 HCPARKING..,YJ..... ..........., ........... '.' . .................. (J) ~ STALL ;.../ . .. . ... i' . ~: . :::::::::::::::. : .:-:.:-:.:-:-:-:-:.:- , @#59 12" FIR #50 8!' FIR @ j @#61 22'1 Fir< #66 28" FIR 0 #67 30" F1.R (ll o #70x 38" FIR o:ef- wO::z C/)~w OC/):e CL w 0" C/) a::~<( CLaw T- o 4f.58 :32" FIR o #69x 34"FIR #68 12" MAPLE @ #49 #48 14!' FIR 0 5" ~1t.APLE @ ~ PROPERTY LINE . J 30 V 38" G~FIR 0#22 30.1 FIR;x.. C 0 #23 if #28 40" FIR L 28" MAPLE CONC. S/W ____3.0___ #27 24" FIR o -0#26 26" FIR o #24- 30" FIR 0#'25 6'!ASH #15 10" ASH 00 #16 10" ASH 1H7 28" FIR 0 ;j # 14- . 14" ASH . N01054'03"E 5.30' "- --- --- (1\. WINGED CURB ~RAMP / A'- .,... -- ~ 1 12' (\f' ........ T- 1. =f=435.50 "0 <0 ;;21 o 8'! VINE M \PLES @iH9 40" ORAl ,) 11~rR o #20 @ ....1. 12"/8" 7JA #18 46" FIR @ #1 46" FIR ~ NEW S' TALl r- WOOD FENCE \ ANDGAlE _.)11 S88013'23"E 170.78' .ct, , .--1 LEGEND: ;i;~:i~~m;~~;~l;Et~;t}~;r~~~~~ STD. AC PAVEMENT STD. CONCRETE \ \ NORTH seA _ E 20 0 10 20 40 ~'""""'''W"...."..r .l..,..""""""'..,..........,'''"'.........Ii.."''''''~ 1 INCH = 20 FEET I1I!lB Consulting Engineers 1201 ()Jk S'bre( 9ife ~ E~ ~ 9741)[ '541) 684-4902 Fax (541) 684-4909 I' Ei Los Angeles Pasadena Phoenix P()((/and St. Louis Denve~::::nto Ssn Diego San Francisco Sosttl9 Tacoma l-.o ~ ,~-~ cd (J) .~~--4 "11~~_!!*1~~ (J) U C~ (l) ~ A "\j) = ~~ SO \J ~)A3 ROWS { ARC I- --= CiS 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 AR~ OWN~~!Y AND ARE THE PROPERTY OF ANDERSON DABROW:;,Kl ARCHITECTS. LlC. ANY USE. REUSE, OR DISCLOSURE OF SAID PLANS REPRODUCTIONS, IDEAS. DESIGNS. ANDIOR ARRANGEt~1ENTS WITHOUT THE WRITTEN PERt'lllSSI0N OF ANDERSON DABROVVSKI ARCHITECTS. LLC, IS PROHIBITED BY LAW. PEACEHEALTH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 5-29-08 Scale: Project No.: 07155 File Name: Drawn By: AlB Checked By: JW Jurisdiction Approval: JUN 3 #5 ~ 8" SUNBURST LOCUST #8 r.2 r 12" CEDAR #4 _ . 36" FIR @ #9 . I 6" CEDAR ~ 1f.7 8" CI1;DAR \ #3 5'~FH~ #6'. @46"FIR t) 0 f) 0 36" GHANI) FIR 1:' ~ 0 m '- ;;1;;- N90'OO'OO"E \ \ \l Po 10" CEDAR .,11 5" CEDAr~ \ L #12 8" CEDA"R L___ # 13 12~' CEDAR ~heet Title: HORIZONTAL CONTROL PLAN Sheet No.: C5 . 0 / (/ / / / / dLL/ / / /~/ (// /// / /// / / / / / / / //// / / / / / / / / / / // / / / / /// / / / (' / / //'. / 6' 6' BACK OF WALK, J ...... (U.N.O.) ........ (TYP. BOTH SIDES) ... BLDG. FACE, OR A ....... OBSTRUCTION I I . 6 :E 10 I (f) w 0:: ~ (0 ~2.5U AC SURFACE ~ COURSE ~~~~:*~~:?i?~5i:~~~;~!~:~~~~%*~~:i~:~~~i::i~~~~i~:~~3:~~t~ii~::~t*~:f::t~:~:*:~:*t~~f.t~:~~f4i:~~tiyi~~;it~~iYi:~~~t:~~~~t~t;~~~:iifr~~~~:~:~f.~,*~ 10 .00 <> () .0 .oQ }Q /t)' o. ~"OV o. '0'00 .0 ~oo ~o 0 ,,(.~ ,,' 0 .0 ~QO (} 0 ,,00'00 O~Ocq() 0"000 r 0'0000 O.qQO o~( )"<>0 <> 0 "Oo"cO 0'. .00 q 0 " o"oO,^ 0 "(>0 <] a " 0 Q 0 "00 0 '<>0 () 0 "v "(10 a ...00",,0 0 to "OQ"cO ~ 1"l>O\O "()o 000 ,,0 "(). o 0 ,,0 '00 0 0 ,,00 (} 0" '()o 0 ~ 0 00 o .. 0 00 0 .00 0 0 .GI "",0 I> . ,,0 "00 () 0 "OQ "i-~~,^'~~~~'~1 "~V.)"~~'V'>..'->'~'\,'~.' 0~\-,t >Xi\; ~*~ ~~~ ~~~{' ~~~m~%:~ ~~~~ ~~ ~ )..0~/ )7>>>>,./ ;,~r/ "~>>~Y/ ~-^ /' 0.(~ " ,,<<.l /.( :..( ~~";;,,v,/-,,//.'<//. ,'< ~< <<.,,, 6.0' SIDEWALK (U.N.O.) ..e=- ..e=- ..... ...... (4) STANDARD CURB ~ WHERE SHOWN ON PLAN C\lX <r-<( ;..:~ /4ft CONCRETE SIDEWALK 2% ....... , .. '..' '<11 ... 4 . I . .' '. :.Q : AC PAVEMENT~ -. . 4. "': :. ." '<I AI.... ,4.'<1.' as." ~f. .:s.' .... .'. "..4 . .. ..<11.... .- . 4" > ~......~ "'I~~"": 4'~ .~'" .... ". ., "_ . v4_<II:.~.A~'~,-:A>yO 'v',,~ ~~.;"~."O .' :. '>O;'o-O~o"'o~oOo~oOo~oOo;,oOo~oOo~oOo~oOo~oOo~oOo;,oOo;,oOO~oOO;;'" . '..0 0.0 0.0 0.0 '.0 0.0 0"0 0.00'0 0'0 0.0 0.0 0.0 O.n O'~ "" "" "\ "\ "\ "" "" "" .' 4.4:'t A" 0 0 ;, 0 00 To 0 0 0 ;.:~r>..A-oo~ -;'"." 1---r1 I I I I I I I I I '/////////1'" ..: :',~~.~~~. ',~, .' - . u '~I) ..~ a .lJ~'q~ U' 0 0'0"' <II':' '. 000 · 00- II I :,\' I ,I I l~ I I I I I I ~l I I COMl pi Al CTE' 0 ).:o.of}o.~o."o:.o~:fJ.(1Q:. ': A : .,00'000 / - "'\l ~q f} 0 &" 0 4 ~" . 0 '(1 {! ..... " 0 00. - - .-(0: ,,<:\)':1) ::~o^ &~\)o{l o(>~ ofJ" 4 '<I.,OO'f] 0 - 3ft OF BASE (; "9 f:) () 0 .. () /$ V' I). ~ q t'.. -. . 0 1~ .c,,'o{l () () .00"00" " · . '.' . ;'0 O' - MATERIAL SUBG.RADE '1 -~QO~o'(:'o'o Ooo(>~ 00(>0'0 .bO'cqO: 0':00(>0: .00':0'(>00 0 00 (). 000'0000000'000 / ~ . U ~ rrro(>o nl'rfo 0 ((l.noo i 1- III , _1:10...... A MAX. N Y @@@@@@@@@@@ @@@@@@@@@!io @@@@@@@@@o @ @ @ @ @ @ @:@ @ @ 0 .. ~.\. 1: 10 ....... MAX. f \ A .......' , "- ..... ... "'-SEE NOTE 2 ./ DEPBESSED CURB AREA , , ..... ...... .~ EDGE OF RAMP TO BE FLUSH WITH AC PLAN VIEW COMPACTED SUBGRADE 12" OF BASE COURSE . . I +~ 3" t' 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. PAVEMENT SECTlON'J (4) STD. CURB ~ BASE MATERIAL 5- A~\JDARD ASPHAl- P A VEME'-J"." SECTIO \J N.T.S. 301140_7.0dtO,dwg SECTION A:'A 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 rHROA T OF RAMP ONLY. ARRANGE DOMES USING SQUARE IN-LINE PAl 1t:.RN ONLY AS SHOWN IN DETAIL SHEET, C6.1. 3. DETECTABLE WARNING COLOR SELECTED BY ARCHITECT. Q CO\JCRETE SDEW A_< N. T.S. 205-0.0WG ~~ WI\JGED CURB RAMP N. T.S. (4) STD. CURB \@Y \ ...... .6' ........ \ . VARIES \ 6' MIN., ..... ..... 6' ..... B.O. W. 6ft -L SEE PAVEMENT SECTION BACKFILL TO TOP OF CURB #: X ((l I tI 9 ~h~~" ..:' ,/I". ~<<& ~.. ~., ')- ~~. ~" " <~ ,~.' .".. /,< , /'>>. .,~. v;",,-~~,. . ' ," ':' ~>-7 .t ~.. 1 ~ '" ft cO = #/,IIy ~ . "."'.9" ,^ . 0,~...' ~ \' ".':'11'.": ...^.:o'...;~,,~.:'{? 'Ir.# '\ "\ ~:-, . ~ ~ c ..w 4:" o~v o. <r-.~. ;'<~ /.0/ ',' . '. ~'~"'.": ,,,." ',9' () . {} ~{ / '. I/- ~. , ~ ,,' ": 0 () 0 {) () · : (} "0 () a{) ~ , ' " 0 c a '00 a. 0 <> COMPACTED--- v'-"-'" " ,. ,~. :'" () · {) to Q . () .. ('> (> ij)Y , '. b<'. A " {) <> ~ n SUBGRADE ~ '''~. .' ". ')> >>0 . , ~~ . ,.' : qQ ",..'-"< , . ~, . t. () . ~' "" () U .. . (J ." {l' o.~ ' /O"()<>V y: oo'~~ 0 o.oo"c '>~~., ~BASE v :.('V~ :,("o{ MATERIAL 9" r LEVEL MANEUVERING SPACE, SEE DETAIL 7/C7.4 18'. / ... EDGE OFRA: (/ /) LINE STRIPE ":\.. _I . OR PAVEMENT \ ,0-1 en HANDICAPPED VAN ~ S~B~~ , \ ACCESSIBILITY . \WHEEL STOP AS ON CONTRASTING SHOWN ON PLAN BACKGROUND EDGE OF LINE STRIPE OR FACE OF GUTTER 4ft WIDE PAINTED PARKING STRIPES. HANDICAP STRIPES DIFFERENT COLOR THAN STD. PARKING STRIPES MOTES: . 1. MAX. SLOPE OF PARKING AND MANUVERING AREA 1 ~. OX .<( C\I:E 1: 12 MAX. 1: 12 MAX. (0 ~ ..... ~ I NOTE: ALL PARKING .. STRIPES 4" WIDE (2) COATS (X) WHITE H.D. TRAFFIC PAINT (PRISMO OR EQUAL) I ~l @@@@@@@@@@@ @@@@@@@@@@@ @@@@ 0 @@@@@ @@@@@ @@@@@ @STD. CURB!. / EDGE OF RAMP TO BE FLUSH AT ASPHAL T ~A.C. PAVING DETE ~T ABLE f2\ WARt liNG ~ ~ ..q- t ..... TRANSITION ~ CURB EXPOSURE NOTES: 1. CONCRETE SHALL BE 4000 PSI. TRANSVERSE CONTRACTION JOINTS TO BE CONSTRUCTED AT INTERVALS NOT 2. TO EXCEED 12 FEE~ DISABLED PERSON SYMBOL SIGN WITH "V AN- ACCESSIBLE" RIDER (WHEN APPROPRIATE) (OR 20-68) o CD () en <( f- en ~ "'0 ~ "'0 (j) N CO " ,/ I- o -1 (L ,/ o <( () ,/ l.- ID -+-' C ID () I .r:. -+-' .~ CO .- I ~:S eo enID OI I >..~ COo Erf. 0..1 LO(j) ,q-N .. co ,q-" -+-'0 01") ,/ co" 00 "-..0 CON N,/ "-..0.. LO,/ o ,/ -0 .. IDO -+-' o~ CLLL PLAN VIEW CURB RAMP TO BE FLUSH WITH ASPHALT 6.0' (TYP.) - ~ S~ A '-JDARD CO\JCRE~E CURB N. T.S. 203-C.DWG 2.0% MAX. .' . .. ,.,.,...~.:,.,. .;" ...i'~:<"~",,~':,,,:,P..':"" :j..,; :~'i'. '..:..... ',: . . . 2 0% MAX. "4 . ....... :', '''; :. " '" . .,.,,,;. . .& . ~ '. Ii ' , . . ..,' ; :~: ): :: <~ '~." :~ " ~,' ~,~<:.~~ ~;-'~ ~':. ~ ;~.~ ,: ; : ,:; ':: '1 . 0 Ci 0 . 0 Ci 0 . 0 Q a. ~ a . 0 (,) 0 . 0 '. <>. 0 .... a . 0 . 0 O. a · 0 o. 0 o. 0 o. 0 ".' G." Q P P P ,... p p p p P P pn Po .'0 \ 00 . 0 0 () . 0 o. 0 .~. 0 o. 0 () { , :. . ,. ' 0 o. 0 o. ~ o. 0 0 . ~/ ~<(/'>-;.~~">>>7);:~' ~ 0 ~ c.. ~ '! . 0 (.I' 0--0 · 0 ~y/- v "";;l>/\:(/A ~h~ % V'<<0 /A o. 0 0 Q 0 . 000 . 0 S:>~Y/.~i0f:0."<<~ y;>~.., ",,<.., ",,- /.~~Y>~~~~''l ;'):;:-0/ CiO" (') Q;A ,,~~/"y/ ~~ ~ W A.C. PAVING v,,~~~ ~"." '''-: <~ /~ ",/j 4ft CONCRETE AGGREGATE BASE SUBGRADE ~;~ HA '\lDICAP PARK :-\JG 5: ALLS N.T.S. Checked By: JW SECTION c;[0 MID-BLOCK RAMP N.T.S. .-0 ,~ ~ ~( ~ Q) ~ Q) U c;\S Q) ~ . - .:". II ... . I II - J' EXPIRATION DATE: 6/30/ A\J:)=~SO'J )A3~OWS< A~C-T~CTS LLC I /) ~ i?' J #: ..q- v~ ..q- , 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 ARCHlTECTS, 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. ......- 37" TYP--- SYMBOL @ PARKING SPACE N. T.S PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 5-29-08 Scale: Project No.: 07155 IN 50. File Name: Drawn By: AlB Jurisdiction Approval: os Sheet Title: D ET AI LS /II'!ID Consulting Engineers m C8k Str~ ~ nl ~ ~ 914fJ1 (541) 684-4902 Fax (541) 684-4909 Denver Eugene Los Angeles Pasadena Phoenix Portland St Louis Sacramento San DI9fJo San Francisco SeatUe Tacoma Sheet No.: C 6 .0 Q ...- to u m <( I- (J) ?: "0 ~ "0 0') N 00 f'.. / I- o .....J 0.. / a <( o / I.... ID -+-' C ID o I ..c -+-' .!::: m .- I ~:5 eo (J)ID OI I >,ID mg Ecf. 0...1 <00') -.;;f-N .. 00 """f'.. -+-'0 01'0 ro/ of'.. ",8 roN N/ "'-..0... 1.0/ o / -0" IDO -+-' -+-' .. o~ CLlL /' " i(Y ~ --- 0.9" ..... TRUNCATED DOME r-2\ ~ :: I 0 ~ ~ / f -~O- USED N. T.S. 3OS-A A ~ , CURB ---../ .HARD SURFACE j...ANDSCAPE AREA ~ WATER TIGHT PLUG 24" SQUARE 3000 PSI CONCRETE SLAB WITH (4) 1/2"f/J X 9" ANCHOR 45- BEND PROJECT BOLTS 3" ABOVE SLAB FOR ADJUSTMENTS. WYE BRANCH "y , :/A.<<';~V.t(~%v/ y'>>.y;..." ... " "">>.>>\."7 PIPE DIA. 6" MIN. FRAME & COVER. INLAND FOUNORY OR EQUAL No. 202 UNDISTURBED EARTH CAST IRON BODY ..... f/J12" f/J9" . ....... .... 1 ~ 1; N = ~ A.--J , SA\lITARY DRAI\I N. T.S. 31o-A f..t:~ '''~ , ~ c\i CJ) f""~~~~~l~ - -'t~~ CJ) U cd CJ) ~ - ""i'~''''-,"''''',"~ EXPIRATION DATE: '6/30/ "" , ] A~)=~SO\J ~)A 3 ~OWS c< ~ A o~C rl T=CTS 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 A~CHITECTS, LtC. ANY USE, REUSE. OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, ANDIOR ARRANGEMENTS WITHOUT THE WRITrEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC. IS PROHIBITED BY LAW. PEACEHEALTH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 5-29-08 Scale: Project No.: 07155 File Name: Drawn By: AlB Checked By: JW Jurisdiction Approval: o 3 Sheet Title: DETAILS If/'!I'lI Consulting Engineers m cex SD'ee( &iIe ~ ~ ~ 97401 (540 684-4902 Fax (540 684-1909 Denver Eugene Los Angel8$ Pasadena Phoenix Port/snd St. Louis SsCl8mento San DIego San Franclsco 568tUe Tacoma Sheet No.: C 6 .1 .... RAMP WIDTH VARIES .... Q Q STA \lDARD CLEA.~OUT N. T.S. 3to-A NOTE: 1. GRADE TOP OF GROUND FLUSH WITH RIM. 2. INSTALL CATCH BASIN AT END OF SOAKAGE TRENCH , y ,,-----)f0 .-/)f0 u.. ~, ~~ r; r= <( ~I ~~ SLOPE TO TRENCH (EACH SIDE, TYP) ~ :r- . , '/'---..)f0 )f0 -;;::r: TOP SOIL~.-/ ~ ~ )f0 " ~ ~ Z '/-:;/ - . -1 ~ ~ ~~[iil'~ I. / I.. .A("~ .. /;,' . /'_."", . /- ,,- - II II ~O. .~t~IO~~/ ". ~~ W. z - ...J.'-""'=-' I . ! 1__ t>- -" ~ 11 WRAP DRAINAGE FABRIC~'~)" ". . ,</, AROUND DRAINAGE FILL, 117_/,,::,:.::,::,::.~.:,.::n:..: r ALL SIDES 6" MINV .=:':.I":}~'~:,":..;:,:..:,.-:;.~: :: , . .......; : ;.... :," .......... ;.: 4:. ~~~~~/~L) .1 r~.\.i...(:.,.:c t -~ SAND FILTER ~ ~ LAYER .... """-4"-"'" RIM= SEE PLAN 12" SQ. GRATE COVER, NDS#1212, GREEN 4" ATRIUM GRA TE*, NOS #76 I ~~(t- ~... I \ 4~~ i SUMP BOX, NDS#1225 Ii. ~d" X5 -I 1~" - ~ L~~':::__INSTALL DEBRIS SCREEN IN ~I__:~:~ .. >:>- - BOTTOM OF BOX W/4" HOLE I ~ ~_ o.=~FOR OVERFLOW INLET RISER*. o 0 9 o~ _ :) 0:0 0 0 CUT 8"~ HOLE IN o CENTER OF BOX CATCH BASIN WI INSTALL 4" OVERFLOW INLET OVERFLOW INLET RISER UP THROUGH 8" HOLE IN BOTTOM OF BASIN*. I I . - =--= I : I ~I '-1 -=111 HI! }i r---UNDISTURBED SOIL WITH MINIMUM INFILTRATION RATE OF 10 INCHES/HOUR RAMP TEXTURE PA TTERN 1. NOTE: DETECTABLE WARNING TEXTURE TO BE GREY, AS APPROVED BY ARCHITECT. RAMP DETECTABLE WAR \J .~G -EXTURE N. T.S. G) SOA<AGE TRE~CH N. T.S. () I ..r: 4-1 .~ CO .- I 00..r: 004-1 0- L.. 0 (J)Q) o:::C I ~Q) cog E~ 0..1 .......(j) I")C\J Hex) -q-f'. 4-10 Ot') ex)r( 00 "'-0 CXJN N/ "'-0.. I.()/ () / -0 .. Q)O 4-1 4-1 .. O~ ilLL .... , @2005 StVJ.1Uvvater360 $ ~ OUTLET STUB .^,_(5E~I~;:*;~ " ," ,,' '~~" ,,' _.,' OV;~ , .~ .... ' .~; ><1 ~ :t\.,' . \.~ ...'. ..4 .:.4', 4 - :.~ '.~~. . <I 4. . "4 . 'A . I . ." . . . . . ,; "\ .' '.' <I . 4 . -4' .... ..... t . .' ..... 'I. . <I" " . <I.I'l'. . "" ... ,," . _ . ~ .... '~<I = \ ',.., .' " ! : - 1 ., ' ':7, ". . ~ - :. ,:.',,~,:: / ~ ~ ~';,:,,) .. .~ '.' ~'.~ ' J , - 4 . '4 , ~. ',4 ~'/ ,~:. ':.~/ ~ 1/": ;:"<'. :":. :<,~ ,~~, :;,. A ~,-: ';~U~~~gi~)l " n " ,',' 4' ." :"'~ . ~~~F~;iri~~ BARS (SEE NOTES 4$5) -~ , 2-CARTRIDGE CATCHBASIN - PLAN VIEW CD 41100PE~\ INLET GRATE OUTLET STUB (5EE NOTE5 4$5) ~.. .. . ". ..":.o" -1,1111 I.,~..~L, 111'~II~II~"i'lJWlw~.lii......Ji'lljllll .'. 't '. -t5- ~L_~i ~~ _%L5::b.,0 _~o Ul i CLEANOUT ACCESS PLUG - ON WEIR WALL I f' I' 2' INSIDE' ACCESS COVER (1YF') 2 1/211 -~ '" . :5( :-., - - ~ · \... CONCRETE COLLAR. ~ (5EE NOTE G) ~~~ ' "" "-. STORMflLTER CARTRIDGE (1YF') (SEE NOTE 2) UNDERDRAIN MANifOLD '\ \ 2'-El INSIDE 2' INSIDE G'-9" OUTSIDE 2-CARTRIDGE CATCHBASIN - SECTION VIEW G) ~!.mwate~~ www.stormwater360.com THE STORMWATER MANAGEMENT Stormfllter@ U.S. PATENT No. 5.322.G2S. No. 5.707.527. No. G.027.63S No. 6.G4S.048. No. 5.G24.57G. AND OTHER U.S. AND fOREIGN PATENTS PENDING STEEL CATCHBASIN STORMFILTER PLAN AND SECTION VIEWS STANDARD DETAIL - 2 CAK I RIDGE UNIT DRAWING 1 DATE: 11/01/05 I SCALE: NONE I FILE NAME: CBSF2-S-DTL 113 I DRAWN: MJW I CHECKED: ARG I) STORMflLTER BY STORMWATER3GO; WEST: PORTLAND. OREGON (800) 548-4GG7; EAST: SCARBOROUGH. ME (877) 907-8G7G; MID-ATLANTIC: ElKRIDGE. MD (8GG) 740-3318. 2) fiLTERS TO BE SIPHON-ACTUATED AND SElf-CLEANING. 3) STEEL STRUCTURE TO BE MANUfACTURED Of 1/4 INCH STEEL PLATE. 4) STORMflLTER REQUIRES 2.3 fEET Of DROP fROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (If APPLICABLE) AND OUTLET PIPING TO BE SPECifiED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5) CBSf EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS fOR INLET (If APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET 5TUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS I 5 INCHES IN DIAMETER. CONNECTION TO COllECTION PIPING CAN BE MADE USING flEXIBLE COUPLING BY CONTRACTOR.. G) fOR H-20 LOAD RATING. CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINfORCING BARS TO BE PROVIDED BY CONTRACTOR. 7) ALL5TORMflLTERS REQUIRE REGULAR MAINTENANCE. REfER TO OPERATION AND MAINTENANCE GUIDELINES fOR MORE INfORMATION. GENERAL NOTE5 4"0 OPENING PERMANENT POOL ELEVATION I' 21-3 5/8" f..r:~ ,~ 't~i.I'lil,i"ill:'li"lli"ll~ Cd (]) r~I"~"'f~ ~'~1''''~'1'r''lt~ () U cd (]) ~ ACCESS COVER (1YF') 5 "/4" -I VARIES 21-3 5/8" MAX. -51l.. STORM DRAIN SIZE PER PLAN . ,,;j. I EXPIRATION DATE: 6/30/ -5'I..! 2-CARTRIDGE CATCHBA51N 5TORMFILTER DATA STRUCTURE ID I WQCB 'WATER QUALITY fLOW RATE (efs) , d.04( PEAK fLOW RATE (< I cfs) ,X.XX RETURN PERIOD Of ,PEAK flOW {vrs) XXX '.CA. R.TRIDGE fLOW. RATE !/5 OR 7.5 c;jpm1.1 ' 1'5,... I MEDIA TYPE {C5f. PERLITE. ZPG) xxxxx RIM ELEVATION 433.52 ,PIPE DATA: I.E. .,' JDIAMETER INLET STUB XXX.XX' 8" OUTLET STUB 53 I .32'1 8" CONfiGURATION 21-4" INSID: RIM A \J -)= ~ S 0 \J JA3 '~OWS< A~CH T=CTS LLC THE STORMWATER MANAGEMENT Stormfdter@ U.S. PATENT No. 5.322.62S. No. 5.707.527, No. G.027.G39 No. 6.G4S.048. No. 5.G24.57G. AND OTHER U.S. AND fOREIGN PATENTS fENDING " # '\~~ IN~~E-: ~OUTLET5~~~ IE= :t7..~ .2'-0 1/2" (SEE NOTE5 4$ 5) OUT51DE 2"0 OUTLET PIPE fROM UNDERDRAIN .2-CARTRIDGE CATCHBASIN - SECTION VIEW CD INLET 5TUB / (OPTIONAL) ---.I (SEE NOTES 4$ 5) OUJ;LET QlIQJ IN-LET 3'-9" LIfTING EYE . Ik~ (1YF' Of 4) (Of y I~l_ ~ . PERMANENT ~ ~. Y--POOLELEVATION ,\ ,; SLOPED LID SOLID COVER NOTES/SPECIAL REQUIREMENTS: YE5\NO YE5\NO DRAWING~ DRAWING ~~~wa-~e~~ STEEL CA TCHBASIN STORMFIL TER TOP VIEW, NOTES AND DATA STANDARD DETAiL -2 CARTRIDGE UNIT 3 3/3 J DRAWN: MJW I CHECKED: ARG 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com ,'~LET GRATE ~ , .: oq 4': '. : ~ " . " 4.. .' :-\:." .~' , ':IT . ....', -:. '... .4 ... , ' . ',4 ': ''''.. .' ~, '.' . q ~ '. ..' . <I. ..' , : ':' .' ". 4 . ~ .... 4 <I' 4 , ., 4 . .; " ,; <!3. '. . .,..' . . <1 , '" -T--- =--;1' , . : I I .:, . . -!l . I / ~''':',~'' :7<"'~~". -".:,:~ , 4," 4' : ", . . '<1.' " . .4 .' <I~ . . , " ..' "<1, 4 . 41 ~ : . . :Ie :Ie :.IC X . "!l '". x:- :x :Ie - !lol- ~ '". :Ie . :.IC - :Ie - . '". :Ie . X!W x x:- - :Ie !W :Ie :Ie . x !lol W" . x x - all '">c~lI'II~_:MallX ;lI'IIKlI'II~:MX ~;lI'II X:oM '">c~ lI'IIX~ x:M:oMX :MKlI'II XX:- X:MXX:oM ;lI'II X lI'II ~ :M ~I ~,~ --..;;;;;;;;:w. .?< :Ie :Ie all :Ie :.IC jJOIIl- Xx ~ x :Ie lI'II :.IC :x :Ie x :.IC - X :.IC X W jJOIIl X X :Ie X :x - W jJOIIl x x :Ie X :Ie :.IC - :Ie X :oM jJOIIl X :M M..... - ~ --w :M_ ~ - ..... - ;x :oM :Ie - M ~ - :Ie M..... - ;x ~ x _ X X ..... - :.IC :Ie ~ -- x :Ie X X x :Ie CARTRIDGE SUPPORT .. I ALL IDEAS. DESIGNS, ARRANGEMENTS, DRAWINGS. AND PLANS SET fORTH ON THESE SHEETS ARE OWNED 8Y AND ARE THE PROPERTY Of ANDERSON DABROWSKI ARCHITECTS. LLC. ANV 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 NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 5-29-08 Scale: Project No.: 07155 File Name: Drawn By: AlB Checked By: JW Jurisdiction Approval: Sheet Title: DET AI LS fII!l'IJ Consulting Engineers (!()1 OJ}( Stree( &ite m ~ ~ 974Q1 (541) 684-4902 Fax (541) 684-4909 Denvsf Eugene Los Angeles Psssdens Phoenix Portland St. Louis Sacramento San D/ego San Franclsco Seattle Tacoma Sheet No.: C 6 . 2 ,;I. ~ " , <1'. '.~ .....05 I'-G" (T'~) . ., .' , '. "",.. " :l _III ....__. .....__._... .....--------.....--- .. . <I. . . -i '. A <:\ = f" ,," ~ I I I . I _= - . I i _ .-. I 2-CARTRIDGE CATCHBASIN - SECTION VIEW (]) <I l' 4', ".- .".~ . . 4L. . ,"I..q" .'.4 . : . ~ .... . . <I.. '. . .~ ~ 4' .': ...fl. .,' '.' A ..~.. .'~' <I ,<14. "4 ~~, -' '4 <1.05 ..".~;d 2'-4" 2'-4" INSIDE RIM iNSIDE RIM . '.L.-__....:.-=-'..:................. -'I :.' ., -= A "d . . 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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: 5-28-08 Scale: 1/4"=1'-0" Project No.: 07155 File Name: XXXA3.1 Drawn By: BDL Checked By: JMA Jurisdiction Approval: JUN 3 Sheet Title: FLOOR_PLAN Sheet No.: A 3. ,. "'- '-. ~ ~ T'" .' <0 CONTINOUS ROOF VENT - . BOTTOM OF SEAM ~W~ONE ----" 435.44' TOP OF SUI3.FLOOR ~l A~A. ?A'I~PAnJ= ~; DASHEQ LINES REPRESENT CRAWL SPACE FOUNDATION , 7 QD , 7 ~.\ METAL CHIMENY CAP CONTINOUS ROOF VENT 22 T'" 0> .1 T'" C\I BOTTOM OF BEAM aX8 WOOD . POST VENEER STONE . PLINTH ( \: ".. ~-IL 435.44' TOP OF SUB.FLOOR ~ -,~,~ j 434.~' GRADE - -~ DASHED LINES REPRESENT CRAWL SPACE FOUNDATION ~ -.J , , GABLE RAKE WALL BRACKET ~ .,/g~, '0, ~ ~6 ,," ~~ ,/ A ~_~ ~ .r"1 r I I.' 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I'l ./ /- ~TAf\DINI~SEAM - ( I\IETJ.L R()OF 12 6 [ ...--"/ ~ -r- 0) .1 -r- N PeaceHealth Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 I 0 O' r: o 0 \ t I I I - 0 0 I I IIII...!- ...!-III I I I I - I I I .-LJ I 1 I I 1 TIll I I I I I I Illr- 1 U Submittal Type Revisions: .' \ , BOTTOM OF BEAM~' ~ -1L = 22 1O o T"" I (0 I I I t t l I I I I I I I I I I l I I I I I I J I LLL1 . IITTT 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 I I I I I I I I I I I I I I I I I I I I 1 ,<:\, _.$1 ~. or,,: ... .36""" ,,~ " "". .... or '"' Date: 5-28-08 Scale: 1/4"=1'-0" Project No.: 07155 File Name: XXXA4.1 Drawn By: BDl 4 i'... Checked By: JMA .--.11 I I S 6 0... -+" Jurisdiction Approval: .54 2'rr.~ ""'"" , .. __ I" \ rl ---,.. ;~-\ 'r--'.....r=. I I I I ~ ,'r I 1-;-' , I , ~. 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GUY ~IRE STAKES AS SPECIFIED - EVENL.Y SPACl (2) EACH ORNAMENT AL./GONIr-~ I rQ:t: (9) EACH SHADE TREE REMOVE 6URL.AP FROM TOP 1/6 OF ROOTBAL.L. MUL.CH AS SPECIFIED (2" Gu:=AR AT TRl NUIC MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE I Kt:C TO FACE NORTH AT THE SITE Y'lHEN EVER P055IBJ...E. PLANTING SOIL. () N.T.S. 1- Azalea 'Everest' Azalea 'Nico Red' Enkianthus campanulatus Euonymus alata 'compacta' Hebe 'Patty's Purple' Hibiscus syriacus Pieris Forest Flame' Rhaphiolepis indica 'Clara' Rhododendron 'Dora Amatais' f Rhododendron 'Hallelujuh' r Rhododendron '.Jean Marie Monteque' IRhododendron 'Unique' .. Ispiraea japonica 'Uttle Princess' lViburnum davidii lViburnum tinus 'Sprin~ Bou'l,lJet' Everest Azalea Nico Red Azalea Redyeln Enkianthu5 Burnin~ Bush Patt~'s . Purple Hebe Rose Or Sharon Forest Flame Pieris Indian Hawthorn Dora Amatais Rhododendron I Hallelujah Rhododendron l.Jean Marie Monte~ue Rhodo. l Unique Rhododendron I L.ittle Princess Spiraea I David Viburnum I c;nring. Bouquet Viburnum ('\". SUB GRADE COM PAC I r:V TOPSOIL. (B1=I""'~ ROOT BAJ...L.5 ONL. Y) @ TYPICAL TREE PLANTING SECTION SCALE: 1/2" = 1'- AD..JACENT 6UILDING \ OR. EDGE OF PLANT BED .. ":: ~ () () () ~ ~ () () .. It , , SJ..OPE TO GRADE . -- .- () () () ,() ::e 3 ~ () ',. () SPACING "D" 9" O.C. 6" O.C. q" O.C. 12" O.G. 15" O.G. ROY'i "A" 2.6" 5.2" ;.8" 10.4" 19.0" SPACING liD" 18" O.C. 24" O.C. SO" O.G. 96" O.G. 48" O.C. RO~"A" 15.6" 20.8" 26.0" SO.O" 41.5" @ :~UNDCOVER SPACING DIAGRAM PLANT SCHEDU1-E KEY GTY. BOTANICAL NAME TREES pyc.c. ZSVG SHRUBS AZE AZNR ENC BJAC HEP HS PIF RHIC RHD RHHA RH.J RHU SP.JL VID VIT COMMON NAME Pyrus calleryana 'Chanticleer' Zelkova serrata Village Green' Chanticleer Pear Village Green zelkova 1- GROUNDCOVERS AND PERENNIALS MIN. SI..!.!:: COMMENTS 2" cal. 2" cal. single stem. Be, matching, full Matching. limbed up to approx. 6 ft. 9 gal. 2 gal. 5 gal 5 gal 9 gal. 4' ht. 5 ~al. 5 gal. 9 ~al. 5 ~al. 5 gal. 5 gal. 2 gal. 5 gal. 5 qal matc.hing. full matchin~. full matching. full matching. full matching, full matching. full matching. full matchin~. full matchin~, full matching. full matching, full matching, full matchin~. full matching. full matching, full ----- \ '" DEADMOND FER PP WITH UNDERGROUND UTILITY DROP TRAN ~~~ ~ / . ~ .. -- '\ ~ :;>--------- ,../~ .// -S8i7-/r-------.... ~57~ 57. ~ lCV · #57 38" FIR o v ^ , " .....-...-v.;:--.,.'.,,~-~I - ~ aIlL- . . - . '7' . - . . - . . -V . - .. T - - -., .. ~.. -- - - - - - - . - ~ ~toN 0 FARANCE / I t<.IANGLE I I I I #~6 I 3611 FIR 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 PP " ~ 0#59 1211 FIR # 8" FIR 0 #65 14t1 MAPLE o #68 12" MAPLE 0 0#58 32tt FIR o #60 14" FIR #55 3611 FIR 0 (E) DRI'~Y TO 6E REMOVED Ar-I""" r:nwc.TION C stas (E) NA 11JRAL. TO REMAIN #50 8" .1411< o _ \ #49 #48 14" FIR 0 51t MAPLE 0 #54 221t FIR o \ o #53 301t FIR o #39 3611 J:tlK " 0#38 28" FIR ')last #36 34ft FIR 0 ;3 EUAC ;3 RHD #35 28" FIR 0 . \ 1\ \ ~ i<1 -- \ 1 ZSVG ;3AZE ~ C,T ._:~~~ rt~ ;3RH~ . · ~._ 1 ZSVG.tO ~ ~~--1 \\ ; I \ r /~ .. '. f l;r~ :----~ .-_J I ( I I \i 1 I I I I I I (E) SHRUB MASSING TO BE PRESt=KVED TO MEET SCREENING REGUIREMENTS 0#29 2411 FIR \ \ L-------I I 0#22 30" FIR J 0#23 40" FIR 0) I I L --1 --__-1 0) ..~ I I I I : l-----~ 1 ,i / 1~'/8" MAGNOLIA 1:/ ~ J .434 -l.._,~ #20 ~J I ~ I I 57~ I 57, ~ ~ I 1 '. '",- I L~__~ ~ r--~ "'- I I """ '. ~L_________ ______~ l(y~ \ \ #18 54ft f41K 0 #5 r 81t SUNBURST LOCUST () () #1 46ft f4lK o -- / ~ ~ / / / - (E)INA 11JRAL. AREA yo REMAIN / /// o #70x 381t FIR 1 Z!5VG :3A7F :3 RHJ.,. 1VID :3VIT ,24 VJl2 C AD..JACENT HOUSE ~ L.OCA TlON --.-J , NO I t:: PRFG;eRV ATION OE L.AlJREL Ht:.t..JGE PRECLUDES SPACE FOR TREE PLANTING (E) LAUREL HEDGE (15t HTJ TO BE r-r<.ESERVED TO MEET SCREENING REGUIREMENTS L.ANDSCAPE GUIDELINES A. SOIL. PREPARATION LN^tN AREAS 1. FINISHED Ft I=VATION OF SU6-BASE TO BE 8" MINIMUM 6El.OY'l FINISHED GRADE. .2. TILL. SUE3GRADE THOROUGHL. Y TO A Dcr"' I H OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.. 9. PLACE 8" MINIMUM OF SANDY L.OAM OVER TlI....LED 5UE3GRADE. Avv 15-5-10-10 FERTIL.IZER TO TOPSOIL. AT A RATE OF 20 U3S. r"'~ 1000 SF. ROTO-TlLL. AMENDMENTS AND TOPSOIL. TO A Vr:r-It-I OF 8-10" MINIMUM. NUl c: NATIVE SOIL. MAY BE USED AS SANDY L.OAM PROVIDED THAT IT HAS A L.OO5E. cRUMSL.. Y COMPOSmON AND 15 NOT COMPACTED. SUB-BASE AND Tur-=OJL.. SHOULD BE DRY DURING INSTALLATION AND GRADING TO PREVENT COMPACTION AND FU11JRE POOR DRAINAGE CONDITIONS. IF NATIVE SOIL. GHAAAGu::KISTlCS. AN At-~OVED SANDY L.OAM SHOULD BE IMPORlcv TO THE SITE. PLANT BEDS 1. FINISHED ELEVATION OF 5U6-BASE TO BE 18" MINIMUM Br=I. ~ FINISHED GRADE. 2. TILL. 5U6GRADE THOROUGHL. Y TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.. S. PLACE 18" MINIMUM OF TOPSOIL. OVER TlL.L.ED 5U6GRADE. ADD 4" OF ORGANIC MAl cr<IAL AND 15-5-10-10 FERTILI~ TO Tur-=:OIL. AT THE RATE OF 20 U3S. rCK 1000 SF. ROTO- TILL. AMENDMENTS AND TOPSOIL. TO A vcr I t-I OF 8" MINIMUM. 4. PROVIDE 9" OF SHREDDED FIR BARK MUL.CH OVER AL.L. PLANT BEDS. 5. PROVlva::v "SPAvcv EDGE" TO SEPARATE ~S AND PLANT BEDS. B. PLANT MA I t:t<JAL. 1. PROVIDE ONL.Y HEALTHY. FULL. PLANT MAIt:r<1AL. AT SI.ZE5INDICAlcv. 2. PLANT 5UBSTITUTIONS TO BE APPROVED BY LANDSCAPE AACHITEGT. 9. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITEGT PRIOR TO INSTAl..LATlON. G. 5t:t:J..11NG 1. APPL.Y St:t:V AT RATES SPEGIFIED BY MANUFAC11JR.ER. 2. CONTRACTOR RESPONSI6J...E FOR MAINTAINING 5'-'-, It:V AREA THROUGH EST AE3L.ISHMENT. 9. RE-St:t:V ANY AREAS AS NECa;:'ARY TO ACHIEVE FULL. HEALTHY 11JRF. IRRIGATION SYS, t:M REGlJIREMENTS 1. IRRIGATION HEAD LAYOUT - HEAD TO HEAD COVERAGE. 2. SEPARATE ZONES FOR ~ AND SHRUB AREAS. 9. CcrARA TE ZONES FOR NE AND S~ EXPOSURES. 4. 18" MIN. c.ovER OVER ALL. MAIN L.INES AND 15" c.ovJ:R OVER AL.L. LAIt:r<AL. L.INES. 5. 24"X18"X12" vt:t:r"' SUMP UNDER EACH VALVE. SUMP TO BE 9/4" PEA GRAVEL. LINED ~ITH FIL I t:K FABRIC. 6. 9" SAND BEDDING Bao~ AL.L. Plr-c:>. ;. ISOLATION GATE VALVE BEFORE EACH AUTOMATIG CON1'ROL VALVE. (~U6CO T-119 OR APPROVED) 8. MANUAL. BRONZE DRAIN VALVES AT MAIN L.INE L.01"l POINTS. q. SPRINl<l...ER5 - RAINBIRD 1006 HEADS OR. LANDSCAPE DRIPL.INE 11JBING IN SHRUB AREAS AND RAINBIRD 1004 HEADS IN LN^tN AREAS. 10. AUTOMATIC CONTROl 11=R TO BE RAIN BIRD ESP-MG. 11. AUTOMATIC CON1'ROL. VALVES TO BE RAIN BIRD r-~ OR DVX SERIES. 12. VALVE BOXES TO BE Ac.c.SS (AMk::lcK). GREEN L.IDS AT ~5. BROViN L.IDS AT PLANT BEDS. 19. MAIN L.INE TO BE 5c.HEDUJ...E 40 PVG. 14. L.AI c~ TO BE GL..A5S 200 PVC. 15. SJ...EEVES TO BE 5c.HEDUJ...E 40 PVC. (6" DIAMcICK) 16. MINIMUM PIPE SIZE 9/4". LANDSCAPE COVE~c&E · SII t:: = 41,688 sa FT · DESIGNF1'? LANDSCAPE, EXISTING LANDSc.A~t: 4 NATURAL OPEN.SPACE = 94,946 5G 1-1 PLANTINc& 1-Ec&ENt:> o EXISTING 1 r<EES TO REMAIN (Y"{ITH C.ALIPER SIZE AND SPEC.IES - SEE EX. TREE SURVEY) PROPOSFT? DECIDUOUS I KEfC3 EXISTING SHRUB MAG:' OR HEDGE TO REMAIN o ~~ ~) EXISTING SHRUB TO REMAIN PROPOSED SHRUBS (REGUIRt:L.I BY CODE) PROPOSED LANDSCAPE TO BE DEVELO.-t:l-J (NOT REGUIRED BY CODE) (E) EXISTING =0 ~ S T=~=V =.W O_\j-_Y Landscape Plan - CD - o 4 8 16 32 SCALE: 1/16" = 1'-0. 64 NORTH ~ ~ t........_~ cd Q) ""1" ."'~ i i Q) U C'd Q) ~ ~~~7;' .u · t'""4 David J. Dougherty ~ ~ OREGON ~ ~C: ,&.. 4PE A.~v~' A\J)-=~SO\l -)A 3 ~OWS < A~C T=CTS 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, AN[ PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LlC. ANY USE, REUSE, OR DISCLOSURE 0 SAID PlANS, REPRODUCTIONS, IDEAS, DESIGNS. AND/OJ ARRANGEMENTS WITHOUT THE WRII I eN 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: 05-2g..oS Scale: 1/16" = 1'-0" Project No.: 07155 File Name: Drawn By: NMA Checked By: DJD Jurisdiction Approval: SITE REVIEW ONLY NOT FOR CONSTRUCTION Sheet Title: Sheet No.: LA-1