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Home My WebLink AboutPlan, Final APPLICANT 11/5/2008 .;3 ~ ~ ~ 4 J ~ ~ U ~ (j) ~ 353 D.EADMOND FERRY RD. SPR NGF ELD OR, 97477 ~ 03.14.06 _OCA ON PLAN -- DRAWING IN )EX Architectural Drawings -::l \ e, Co pv .D ('\t'1Do<6rOOO~c.'2- . ~4 ~Ste Ptav 12eutW ?~~ -'Rwe.r~ trf ~ ~~ A\j)=~SO\j )A3~OWS< A~C - T =CTS LLC PROJEC IEAM SCO =>E JESCRIP ION 1 -(9 Date Received: SEP 2 3 2008 f) ~/. Final Submittal ~t rr--- 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 4057.2 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 standards 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. OWNER: 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 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 PRO,-EC STRUCTURAL ENGINEER: Nordling Structural Engineering 6775 SW 111 th Suite 200 Beaverton, Oregon' 97008 Tel: 503. 924. 5901 Fax:503.924.5903 Contact: John Nordling, PE JURISDICTION: 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: 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 ZONING SQUARE FOOTAGE: OCCUPANCY TYPE: OCCUPANCY LOAD: CONSTRUCTION TYPE: STORIES: PARKING ENERGY CODE COMPLIANCE Scale .r l A 1.0 Cover Sheet A2.1 Site Plan A2.3 Trash Enclosure Details C1 Civil Notes C2 Civil Site Assessment C3 Utility Plan C4 Grade Plan C5 Horizontal Control Plan C6 Site Details C6.1 Site Details C6.2 Site Details LA. 1 Land Scape Plan E3.0 Electrical - Site Plan A3.1 Floor Plan A4.1 Building Elevations A4.2 Building Elevations \y\ .>~\ flj~f.'... . i~ ,\ .'1.'~ '~..'..i'.,.,~,.....:.... r, ,,<'~ :1:~! ~) f! ./. .ol p; -1 l~ f ! "'.1 \:'.' 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",,.,- I'. ..:........1 "'.^ '.' hi ...Malfard...c~IiJ! ~l1ll :.;....:.:......... , .. ;. f '\:H:lme fu . II l'rt{":o';" t_~~~_--..... . '..;::1 m,ark I. .... .. ... ::s ~~! ii";; . ... '1:;;?.;..~.F'8m(n~~31 ~V~, ;.~.;.;il.'\)r.~.' '.,' '~*~S '!\ ~~~ I-J l:l! . .' :. \ \ . .., ~ . 1 \',,\ ,un t 1 , !" '~1 lntemationarW'av-~~"-~-I~'\.. . ~J. . .......~ii,. ~ '\0' . . ~l . . . '. ~~ .' (Ij iJ4~ ~ /;J/ / ""~.,,,\ \. \ , \~ ~\ ~\ \~h .,/ .~\.../ .....- \~\ \ \\ \,1 :"" G ::"'\, ~ llg .,..-' )8 ~~.c? .... ( i J IC5L..___ .' 'w~~.'t.~'i -,.. .. IPJ ~;r'\' !4'1 jgtJ L,'*I l~f"'~ . } ...,.-........-"".] I ~U$~~t J' I i~""',,,...:.i 1 ~ W~uwjc:.k; [it I.' . j.. t~-~liJf l~U o. ~ ; -,l~._'&'':''"~l... ~j . ~ 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com DATA S. I E =>LAN- 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 OSE, 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. CD Peace Health Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Scale nts 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. AREA OF WORK ~ - ~ DEADMOND FERRY RD~. ~~.:...~\llIII_ :-; ,~l~ Jm:t . ~~lNl'~ -1:"-===- "'-J,....."~.. -...- "'JIir __ - . ......1...1.1 .......... -.l." .~. , ~-....... ...,) 'kJ -,: L~ ,""'7 ~~_ ~~r-~.-..J-' . ~ ~N1' ~-. -~~', ~. t-~ 'l - .esr' ~: 'w' "'. ~ . ~ ~~ -- . .. .,; . t::I'l\ll. I\ll. x= _JlIl. fI11 V\lIll " - 0111'" I .- fIO'l\ll." . WI\ll.._ 14'WAl'llIl ._ ,,,\'" .... · lr..... .... Date: 9-18-08 Scale: AS NOTED Project No.: 07155 File Name: A1.0 Drawn By: BDl Checked By: JMA DEFERR::D SJBMII .ALS Submittal Type Revisions: 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 =t\llll .d IIO'flIt B Occupancy OA. 01 07 Less than 49 occupants APPLICAB..E CODES Type VA - 1 HR. Rated - Fully smoke alarmed All work to meet current federal, state, county, city and ADA codes and regulations. 2007 I nternational Building Code Jurisdiction Approval: 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 2007 OreClon Structural Specialty Code 2007 Oregon Mechanical Specialty Code N FINAL 2005 Oregon Electrical Specialty Code. NOV 5 Z008 2005 Oregon Plumbing Specialty Code Planner: .1 ~ra (=t. All Oregon Occupational Safety and Health Division Standards 1999 National Fire Protection Association 99. 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. 2000 National Fire Protection Association 101 Sheet Title: COVERSHEET 2002 National Fire Protection Association 13 2007 Oregon Fire Code Sheet No.: A1.0 lot l&pOfYt.fj \.0. _EGEND 100 . EXISTING AND PROPOSED TOPOGRAPHY LINE AND ELEVATION EXISTING TOPOGRAPHY LINE TO BE REGRADED PROPERTY LINE SETBACK OR EASEMENT LINE MAIN FLOOR LINE CENTER LINE A \ex..,.,,~ FIRE HYDRANT "__... '0'''' '..... ,.. " 1.."....._,"_JJ1_..... ~. ... - - ..-.. .--....-- ._ - _,' __, ., II .~: ..~.. ~.. .~:..":. ....,. ..')..: ..:..r.~ ~3.. 1':*:..,.... ..'.~. ,:'. NEW CONCRETE 103.75 ~ FFMAIN V @ ELEVATION (HEIGHT) INDICATOR ELEVATION INDICATOR ~ DEADMONB-li$RR~ RD REMOVEANDREPLACE~EVLT FACE CURB t G'n .c.R, .:t...:,,:ll ' PLANTER STRIP IN ACCORDANCE WITH DARDS , FC4ItGP FO .- 1'1< -e- x:x~ PP EVLT 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 0#59 12" FJ R . PP WITH UNDERGROUND UTILITY DROP t. FG- Fe- ' ~ \. A- Fe Fe Fe 'I. ""i PUE -I.. ~lSlS"16'4ri"E "'- .~' Gi-' --- FOUND 5/8" IRON ROD- ~ TRAN lev · #57 38" FIR o P~ o~ 32" FIR DECID. Wra . lev 0#61 22" FIR #66 28" ).f11< 0 o #56 36" FIR #67 30" FIR o' o #7OX 38" FIR I ~ o #60 14" FIR #65 14" MAPLE o #68 12" MAPLE 0 o #69x 34.').fU(. S = :)A'A #55 36" FIR 0 AREAS ~ ita" · .8'.e- - - =~ . .,,: ",.,..,.~ LOT: BUILDING: IMPERVIOUS SURFACE = PARKING LOT AND SIDE WALK: PERVIOUS SURFACES IMPERVIOUS SURFACE % LANDSCAPING % ROOF AND OVERHANG 47,699.4 sa.FT. 4057.2 sa.FT. #54 22" FIR o 0 #53 30" FIR 9900.2 sa.FT. 33,776.7 sa. FT. 31.2% 68.8% 4978.8 sa.FT. o #39 36"FlR .",7' ~'~~ D ~~. ~<<... / 9 (""1-;r. 'V ~6 1~ ~FIR ,,- .. 1.1 ( PARKING COUNTS . #41 \, 32" Lt', K I . 0#38 28" ).f'U(. TOTAL SPACES: 14 ADA SPACES: 1 LOADING BERTHS: 1 BICYCLE PARKING: 3 ONE COVERED AS REQUIRED TREES TO BE FELLED - , . ){~ I ~ #44 -< · 8" MAPLE ~ #45 ., 8" MAPLE ~ . I. -. / ~ I w.:>g' , .. '....L.. ~t-14Q 1t~1 ~ . · .L_u_~ #32", .;, 1" - .1-' L~ -..' .,. #31 ~J\ 13 10"~WN 1 _~ =m:1-4, _ ~ \ SIGN ~~ \ t .... "flIlt MINe 7'- 0" I, 14 --=v CD "\ ~_1\~2' \~'~ . .'-"~,:.~ .~:~ mr ~ R:;'~ " /~ . ~~I - l'--i'- ..I ; - .,_:' -. "':::.~.~tl\ ~ =ll- ~ I ' T /i'\ 1t~~X ~~"'I' r I ' - ';"j 2T 38" GRAND FIR #20 12" MAGNOLIA #30 38uGRAND 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 #35 28" FIR 0 -56' #34 38/1 FIR 0 TAX LOT 2200 \ l 0#29 24" FIR ~(~~, . :::,',' 1'-. I . 0#22 30" FIR ~ 43S.SO' FINISH FLOOR - ,4: 0#23 4O"FIR 5' NEAREST T_~ANSIT STOP i I 'I~" ~ r ' ~ ~'65'.7R - _1QP , " OF FINISH CONCRETE PAD . #21 2w8" VINE MAPLES 0 #19 0 48" BIRTHING CENTER 8Q. FT. 4057.2 LOCATED ON GA VlE FARM ROAD BETWEEN DEADMOND FERRY RD. AND BELTLIN :: RD. i; 11 If q i,) J ~'~ ~ ~ ij) ''\ ~~ .- I: '? i #1 4611 FIR o , '-:-'" - --- ",' ~ N90000'OO''E 4. S II E P ..AN SCALE: 1" = 20' - 0" , ( "- .~ ,,.d !~ """'~ d (j) t r pel. ~ecelved: G 3 2008 Final SU~I (j) ~ " ., Flnel SUuiT~j,";,,,,,. ... If\1AL SIT~ VISIT 4/1'3 f?A>/o · MlSSIN G WELLI-ll:/lb f'tt...o'"FEClloN ~J~,.J S 11 bR.171rJA<5b reOM -rRA.sw E~C.Lt>S1Je.G. ~t:>WNSPo\J;- E~NS. E#JCLbS1/t2..€ flNt) ~1-00,e bl<A1N ~ 2 3 4 5 , , I ~4' f.: , \0 I . ~ 1'1 :t 1,1~2' ' ~ 10' --.\. 0#50 811 FIR #49 L 1t18- ~PIRO 5" MAPLE 0 #46 30" FIR 0 #470 8" MAPLE 6 7 161 ./ "' .-SlbEtJAL..l< . A tsJuS1A--zeJ\ NEW6'TALL (WOOD FENCIa. AND GATE ~.....'~..: .-J NOTES: POST <D MOUNTED FIRE LANE NO PARKING SIGN AT MIN. 7'.0" a .~ ". A\j)=~SO\j )A 3 ~OWS < A~C- -::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 DABROVVSKl 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: 7-24..08 Scale: 1"=20'..0" Project No.: 07155 File Name: A2.1_SITEPLAN Drawn By: BDL Checked By: JMA Jurisdiction Approval: NOV 5 2008 Planner: Sheet Title: SITEPLAN Sheet No.: A2.1 20f 10pa~es 7'-0" ,i.. ~ 'J ::XTER OR FI \lIS - : S ) \lG TO MATe - 3.C. ON 2x6 P--. S.-UDS W T-; 1/2" MARINE GRADE :)LYWOOD , ~ b . Co 3 YAR) CONTAINER .4" CONCRETE SLAB SLOPED ~" / FOOT ON COMPACTED FILL PRIMER A \lD DRAIN TO CITY SEWE ~ , , ROO = DRIP EDGE 1. COVERED IRAS - A ~ =A FLOOR :)..AN GALVANIZED BICYCLE RACKS VERIFY LOCATION SET RACKS IN EPOXY GROUT / THICKEN CONCRETE SLAB AT EMBEDMT ~ ~ ..; &> ;~D.r ;/: ):':; ~ ;;:.;: :< }~::..;:, ';:,;;:',::> ; ~;. }i '. ' x ; l''-'' ~ ~ rd ";,~ :;;:: SCALE:' 3/8" =1'- 0" 4' -0" / " \ , ~: ~~ J -~ ~ ~ (t) . (t) N 6"6"6E 7~"L 0) 6. B CYCLE RAC< FRON- ELEV. AL IER \jA ~ E SCALE: 1/4" =1'- 0" 1 '-1 3/4" ~ ~ ,. , STANDING SEAM OR ASPHALT COMP_ ROOFING TO MATCH NEW BUILDING ~, ~ ---- ~ X 5 1/2" ~ , " 7'-0" <1 . '. '.6 <1 2x8 .r-O",r '}:: 8x10 PT. /< ~ 2"~ / 1- · ,,7 . , , '.., . ~ . / '. ' ~. .~ ':-':':l r - - -T1 t'.\ - - ~ .. · /. / ' ~ ,,1 1._ .1\ ", I /.' / .' I l , \ ", I '" -, V' / / I I \ \ '.'.1 .. " HEAVY DUTY b: ~: I /:' I I \ \ I\b: HINGES AND LATCH OO,'k / I I I \ \ ,,1" 00 M C C 'I . , \ · AT H B. . >< I ':>...1 I I ./.' I >< HARD'A'^RE 00 I I " I I \ \ I 00 VVI"'\ I , /, \ ... V / ", I 1./ \ ,{ .....----- 2X6" PT. FRAME ..."......",.. ..... ::d 1/ ..,... ."..,......~_. " '~:: I '\ /. ~ ,:" :.: :, ":.~. ;>...:., ~,'.,.', o...,~~~~ 4" CONCRETE SLAB ON 1'-6"';' '~.t ~'~:.~ COMPACTED FILL ~." 4' 8'-0" d--::-- PRIMER AND ~ ~ " " . DRAIN TO CITY SEWER 8x8 PT. - EXTERIOR FINISH: SIDING TO MATCH B.C. ON 2x6 PT. STUDS WITH 1/2" MARINE GRADE PLYWOOD ~, b I Co 2x6 PT. CAP 2x6 PT STUDS WI HANGER b ~ ~ I (i) r.... ~ ~ I ~ Co I Co b I r.... . 112" MARINE GRADE PLYWOOD EXTERIOR FINISH: SIDING TO MATCH ~ B.C. ON 2x6 PT. ~ ~~ " '. .,. . ~ <1. . 4 . ;, .' : .' : : <1 .'1. ".1" 2x6 t-i"1 . " " " , .<1 '- II b I' I ~ N ~, ~ "\ "I" " "\ I' I';:~ " I' .' Jd" ,!. '. ....., . . '" ....'.~_I~~-...;~'- .111. ~.. ~ : : . ~- -~ . . 4 <1 '.' '. .' .6 .. ,.::1: '<1 . PRIMER AND DRAIN TO CITY SEWER b . N 1 '-6" . .. r;... :' ~ 'k, ~ " K 2. COVERED I RASH AREA S D= E~_EV. 3. WAL_ SEC ON I'VPICA_ 4. ,COVERED I RASH AREA FRON I ELEV. SCALE: 3/8" =1'- 0" SCALE: 3/4" =1'- 0" SCALE: 3/8" =1'- 0" ,....'_1" ..........- ...., //' i SUN " \ . j \ / "-. '-, "," _' /' SUMMER SOLSTICE .."'...... -, / SUN "- I \ SPH = HEIGHT OF THE SHADE POINT N = NORTH/SOUTH LOTI PARCEL DIMENSIONS SOLAR SET BACK = (2.5 X SPH) - 75 + (NI2) 25.5' = (2.5' X 21.75') . 75' + (9012)' 25.5' = WHICH IS EQUAL OR GREATER THAN 20' 25.5' MEETS THE SOLAR SET BACK VALUE FOR THIS LOR DISTRICT SITE LOCATION Latitude: +44.04639 (44 deg 02'47.004"N) Longitude: -123.002083 (123 deg 01'14.988'W) \. / \. " ,~,/' MAIN RII)GE NORTH TO SOUTH HORIZON LINE '.. ~ ~ C}I N N , r , , , , , r 26'.3 7/8" . 28'.7 11/16" , 'J 54'-11 5/8" , , 7. SOLAR ACCESS REQ,JIRE \fEN I S DIAGRAM SCALE: N.T.S. .;3 t ~ Q.) - 11 Os Received: lWl 4 ' Sf? 2 3 2008 ~nal Submittal U ~ (j) ~ A\j)=~SO\j )A 3 ~OWS < A~C - T =CTS L LC 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.1S PROHIBITED BY LAW. PeaceHealth Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Sheet Title: DETAILS Sheet No.: A2.3 3 of 11.1 POfl~ GE "ERAL "OTES GRADI "G "OTES tOl-B.DWG 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, WA II:.K 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 A I Il:.NTlON 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. A.I n:..NTlON: 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 NOTIFICA TlON 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 MAINTAIN ALL 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 THELDAP 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. SL.OPE 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 SL.OPE 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 Af~OUND 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 PF~OJECT GEOTECHNICAL INVESTIGATION AND ENGINEERING SERVICES REPORT AND THE APPROVED LAND Df~AINAGE AND ALTERATION PERMIT FOR ALL GRADING ACTIVITIES SUCH AS TOPSOIL STRIPPING, SITE PF~EP ARA TION, 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 EL.EMENTS 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. SEPARATION STATEMENT Al.L 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 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. ABBREV A TIO ~S ASPHALTIC CONCRETE AREA DRAIN CATCH BASIN CITY OF SPRINGFIELD CLEANOUT TO GRADE CONCRETE CONSTRUCT DRIVEWA Y DITCH INLET DIAMETER DOUBLE CHECK VALVE ASSEMBLY DOMESTIC WATER DRAWING EXISTING FINISHED FLOOR FINISHED GRADE FEET GRADE BREAK HIGH POINT INVERT ELEVATION IRRIGA TlON 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 SPECIFICATIONS SANITARY SEWER STORM SPRINGFIELD UTILITY BOARD SIDEWALK TOP OF CURB TOP OF PAVEMENT TYPICAL UNLESS NOTED OTHERWISE WATER WITH WASTE WA TER AC AD CB C.O.S. COTG CONC. CONST. D/W 01 , DIA. DCVA OW DWG EXIST. /EX. FF FG FT GB HP IE IR o o Q) <( I- 01 ;: -0 :> () (J) N ro r--... /' I- a ...J Q.. /' o <( o /' L <I> ........ C <I> o I ..c ........ .: Q) .- I (j)..c (j) ........ eo 01<1> oJ: I >-~ ffio E~ Q..I r--...(J) I'0N .. ro Nr--... ........0 01'0 /' ror--... 00 '0 roC\! ....../' 'Q.. 0>/ () /: ~o ........ ........ .. o~ O::G: .PROPOSED " . . "." " " " " " " " " " " " " , " " " , , " , " , " ~~ji1!t~.r~i!~~~~J}1~::, SS ST WIFP low T/FO E !'J . II LEGE "D ..d: Date Received: ~ SEP 2 3 2008 l ~ Cd Final Submittal ~ .~ (1) U ~ (j) ~ tOl-D.DWG EXISTING STANDARD AC PVM'T STANDARD CONCRETE SID CURB EDGE OF PAVEMENT PROPERTY LlNE(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 PERFORA 11:..0 PIPE CONTOURS' .-- ~ s so W T/FO E .', "'"'' ,.",436......",....,.., .'".. ...... WA TER METER CLEAN OUT CURB INLET OR CATCH BASIN SURVEY MONUMENT POWER POLE TREE LIGHT POLE 00 F9 @ EXPIRATION DATE: 6/30/&>1 -<r>- o ~, + A\J)=~SO\j )A3~OWS< A ~C - 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 ARCHITECTS. LLC., ANY USE. REUSE. OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, ANb/OR ARR{.\NGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON OA6ROWSKIARCHITECTS. LLC,IS ' PROHIBITED BY LAW. PEACEHEAL THMEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 9-18-08 Scale: Project No.: 07155 File Name: Drawn By: ALB Checked By: JW Jurisdiction Approval: SCHEDULE OF DRAWINGS SHT NO. '_ILE C1.0 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 NOV 5 2008 ;anner:~__,..,__ ---" I1I!l:B' Consulting Engineers 1201 ~ S&eeC Sire m ~ ~ 97401 (549 684-4902 Fax (541) 684-4909 Denver Eugene LosAllgeles Passdena Phoenix Portland Sf. Louis Sacramento San DIsgo San Ftancisco Seattle Taccms Sheet Title:CIVI L NOTES, LEGEND, & ABBREVIATIONS Sheet No.: Cl.O If of- I ft f1Jt.e5 Date Received: ..' ,,''''.'l'''''''''''''''''I,.,llljlll'~ Final Submittal -- -- -- -- -- -- -- - -- -- ,-- -- -- -- '-- .-/ -- -- -- 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. 4. THE SITE IS NOT IN A WA TERQUALlTY LIMITED AREA. .;3 t ~ ~ d) .:t (J) ~ (J) ~ / ~ PP~:UN~~" UTILITY DROP ~~.. I I ,-" -36' (APPROXIMA TE~ ./. HYDRANT .,~~ 4~'o 4 UNDERGROUN 0 LINES IIQLN" TELEPHON C ;,-;-._:::.";..-:.....A: .:....'-~._ ~___-.....~~'''_" . OJ V -fi 'sr (y-sr. DEADMOND FERRY RD ,:'.' 'l:!.' .~~'t;q ~ 4. ' l!. ET ~ CI.l ~ 17 t: j; ;; ~ ir."'~.. '"""'~"-",,, r- '-'" , , ~ ~~~~---.;.. , ~, lfiJ,.. \':, ~ :: \'t( '. " " '": ..< . : <<: ,t.,). L'< ... ; . " 'L.F~ ~. .: . Fe. -= ..... -:. <: FOUND 5/8" IRON ROD- FQ FQQGP ~ , FC '1,.' ~FC"" <.... , .lO'.. , .. ... \ ...~.. .. .'l~ ". ': \.4.:. (~.. : . - ..,-~./ o #56 36" FIR .#61 22" FIR . EXIST. TREES ~:~ FIR 0 #67 ,;: #7Ox 30" FIR elf 38" FIR o \ ,\1#64 #60 /)2" MAPLE 14" FIR \#51 4411Fn;)( #65 14" JMPLE 0 #68 0 #69x 12" MAPLE 0 34"FIR ~ ~~O <<,0 ~'t- 4- O~ 'Y ~ '0' ~ CI.l #50 8" FIR 0 /' CI.l #49 #48 14" FIR 0 5" MAPLE 0 / 1 YR 2YR GROUNDWA I t.t< TIME OF TRAVEL ZONE 2YR-5YR GROUNDWATER TIME OF TRAVEL ZONE A-\j)=~SO\j )A3 ~OWS< A ~C - T=CTS LLC /' / #46 30" FIR 0 #470 8" MAPLE / / / #34 38" FIR 0 \ ~ #33 3~IE #32 Bf6" FIR A 6" YEW f'I') C'J " " C'J 1430SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com <0 o #35 2811 FIR 0 o C\i () co <( .- C)) ~ "'0 o (f) 0) N ro I'- /'" .- o ....1 0... /'" o <( () /'" ~\... Q) +' C Q) () I ..c +' .~ co ._ I (f}..c (f)+, eo CJ)Q) oJ: 1 );~ COO E~ 0.1 00) LON N~ +,0 01"') /'" rol'- 00 "-..0 roN ...-/ "-..0. m/ () / -00 Q) +' o~ a::G: ::w f'I') !\ 0- z $ <0 f'I') AU. 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 DlSCLOSURE.oF SAID PLANS. REPRODUCTIONS. IDEAS, DESIGNS, AND/OR ARRANGEII,,1ENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS. lLC,IS PROHI81TED BY LAW, / \ 0#29 24" FIR ~ -0 (f) 0#22 30" FIR . WELL 0 HOUSE #30 V 38" GR.AND...FIR ~ PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 0#23 40" FIR HOUSE ~ Submittal Type Revisions: DECK \.c....~.1. . .".; r. v;' ~.' I CARPORT ON CONCK1!,.:r~ SLAB ~ #21 ~ 08" VINE MAPLES '" 0#19 sr 40" GRAND FIR (ysr. ~ ~ (j) \-:/ .HEATVACON ~ . ~ CONCRETE PAD ,. D~ .. #200 ~ 12"/8" MAGNOLIA ~ Date: 9-18-08 \.. . it. I ,,' <( , ' Scale: Project No.: 07155 '~ bc~"5 ~~~'\J.'::;' ..', ..., ~~\) ,. .. ~~t..r' ' ~ ~OO\) ~ /... & ,. #5 8" SUNBUR3T LOCUST #2 36" FIR 0 File Name: Drawn By: ALB Checked By: JW NORTH f"" ~ f \ Jurisdiction Approval: , --...~. ~'>>'~; FOUND 3/411 IRON PIPE SHED S88013'23"E ~. ~. "- " 170)8' >l ,'U\ '/. -' ~ ~ t)), <,,/Jr"!J~ ~ ~~~'\J. .. .. ,. ~' f't.~~~ "000 .. ~ "........ Sheet Title: SITE ASSESSMENT ~ f1I'!1:lI: Consulting Engineers r?fJ1 Qik Steet sure m ~ Oltm 974Qt (541) 684-4B02 Fax (541) 684-4909 Denvsr Eugen8 Los Angel6s Passd8nB Ph08nix Port/and Sf. Louis Sacramento San Diego San Francisco S88ttl8 Tacoma Sheet No.: C2.0 s of l~fXitjes o rr) () CD <( I- Ol ~ "'0 ~ :) 0'> N CO f'-. / I- a .-J 0... / o <( () / L <l> +-' C <D () 1 .s::::. +-' .= (f)CD :)1 .::s:..s::::. 0:::: o 0 CD<D <(I I ~~ CDo E~ 0.1 0'>0'> I'0N tO~ +-,0 01'0 / CO!"-- 00 '-...0 CON ...-/ "'a. 0'>/ o / "20 +-' o~ O::i.i: - .E -- -- E E - -- -. - -. -- t _ _ ill -- .. - _ t -- ... - -,. -- 104:1: LF-4" W (PUBLIC BY SUB) DEADMOND FERRY RD 6LF-2"Wrn , 1" SADDLE TAP TRAN /" . r~~r-;-,-:' E - --1.; 'II . '- ;)?G" , ~ - __ F\.:..' Q , 'ld\ . -FO _ E o #69x 341!FIR -E 2"WM '(BY SUB) , .. E=- ;, FCQ C E .. . f-- ---=-1V -..-- ~ ~ / ~ /- ".........,1; -=-FQ: - FC' '.. - - - -------~FQ. - FQ ~ ,Fe ';~~O -Fe /" . .~~~. 7.0' PUE q 1 ..... _ 4 -- ~-=--~, 'F - , " 'I ~2" x1 ~':RE )uciR . #57 38" FIR (>> (3 #56 36" FIR ., '~fllfF -1 r~{{1 ~2';F CONNECT TO EXIST. S"W SERVICE LATERAL (BY SUB) #54 22ft FIR o 0#59 12" FI .. @ iBiMOVE EXIST. 12OM:R POLES (1Y2'\1tt DCVA IR ~1~tt DCVA OW . AND VAULT NEW UNDERGROUND POWER. EXACT LOCATION TO BE SPECIFIED BY SUB #49 49 LF-J2"W ./ AUTO-PRIME WA TER TO SANITARY DRAIN TRAP REMOVE EXIST. ~, OVERHEAD LINES REMOVE EXIST. / POWER POLES WOCS 1 (TYP.)@ "..,- RIM=433.52 6. IE=430.07 37LF-8ttST S=0.0200 #66 28" FIfo( 4:) #67 30" FIR., 4) #7Ox 38" FIR. #65 14" . ,,~PLE 0 77. P .U.E. #50 , 8" FIR 4) #68 12" MAPLE 0 EXIST. 4" SS SEE NOTE 1 ~tt SADDLE TAP W/ VALVE 4)#38 28" FIR -:--, "~ / ;--~::f' . "1 1-1 ~......; #36 34" FIR 0 REMOVE EXIST FIBER OPTIC LINE if37 16" IVrAPLE 10 #35 28" FIR @ COTG IE=429.3 f3\COTG (TYP.) ~IE=429.33 ~ ~",-, 51.LF I ~ ./ @ / 0#29 4 90 LF-SOAKAGE TRENCH / 24'; FIR C6. (TYP.) ~ #34 rn 29.5' TRENCH CB RIM=433.25 26.2' IE=429.33 ...... it> 03 LF CONNECT TO . EXIST. 4"SS IE=433.25:1: SEE NOTE 1 A if rn ~ /' , ~ // /~ 4nW . IE=433.35 - .......... 10 LF-4"SS S=0.0100:l: ,74 LF-SOAKAGE TRENCH / 60LF-SOAKAGE TRENCH ,)"8 COTG / ~ IE=432.32 '1 l.L. ..J !l' . ~, ~~?, GRXlR,R, · '/ I - --'5.5' e... 1-1/2n@-l ~ /-W6n /' IE=432.50 ~2Y ) r 9 LF-6"ST ~~ / ~Q~OO o !,-r' =F=435.50 ~~~~,~'1 ,~~:FIR 'C:~~,INEM\.PLES~RD 6" 4 TRENCH CB (TYP.) 0#19 IE=432.50 C6. RIM=435.00 40!1 GRAt> D FIR '11 LF-6"ST 0#25 IE=432.32 S=0.0909 611 ASH #18 j 46" FIR 0 .4 ... TRENCH CB RIM=432.50 X, , IE=431.50 .. , . "'tt- @#.22 30" FIR ~ / ""'\ - #20 @ 12"/8" 7A i #15 10" ASH 00 #16 1 0" ASH A #17 28" FIR 0 COTG J IE=431.50 . , .70LF-SOAKAGE TRENCH / #5 11'1 r 8'! SUNBURST LOCUST I #2 /36" FlRO #3 o 46" FIR @ (\ ;~jn4 14" ASH #8 #9 r- 12" CEDAR #4 6" CEDAR ?\, ' #7 8" CEDAR ~\ . 5" FIR i4C. @ :..~) ~ ~ ~ 0\0 @ 36" GHi\ND FIR ~ b \ \L tHO \ 10ft CEDAR ~_ #11 5"CEDAR #1 46" F'lR ~ -... '.~ \ \ \ 1f12 8"CEDAR #13 SS DRAIN (5"\ RIM=434.30 ~ IE=432.50 30 LF-2" SS S=0.0100 MIN. SEE NOTE 2 -'-_4. E' <? -- .. - - , ~ \ \ J Received: i SEP 2 3 2008 NOTE:S 1. LOCATION OF EXIST. SS IS APPROXIMATE. 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 VENETA REQUIREMENTS. TRAP IS TO BE LOCATED BETWEEN 12" AND 24" BELOW FINISH GRADE ELEVATIONS. ,TRAP TO BE PROVIDED WITH 1/2 INCH WA TER SERVICE AND TRAP PRIMER. ~Ubmitlal +J t ~ Q) :c ~ u ,~ Q) ~ r: \ . " ~ LEGE ~D -@ x" IE=XXX.XX ROOF DRAIN CONNECTION SEE PLUMBING PLANS FOR CONTINUATION ALL ROOF DRAIN CONNCETlONS TO BE CONFIRMED WITH FINAL ARCHITECUTURAL PLANS BUILDING WATER SERVICE LATERAL. CONNECT TO COLD WATER SYSTEM. SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION INSIDE THE BUILDING. A \j ) =: ~S 0 \J JA3 ~OWS < A ~C - T-=:CTS LLC I EXPI,RATION DATE: 6/30/tfJ If, ~ ~X" -@ Xtt IE=XXX.XX BUILDING SANITARY SEWER SERVICE LATERAL. 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. -@x~tt WA TER IRRIGA TlON SERVICE. SEE LANDSCAPE PLANS FOR CONTINUATION. 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, AND/OR ARRANGEMENTS WITHOUT THE WRITfEN PERMISSION OF ANDERSON DABROWSI(I 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: 9..;18-08 Scale: Project No.: 07155 File Name: seA _ : Drawn By: AlB Checked By: JW 20 10 20 40 o Jurisdiction Approval: 1 INCH = 20 FEET NOV 5 2008 Planner: Sheet Title: UTILITY PLAN IIIm ConsultIng Engineers tiQ1 (}Jk Sll're( 6Ule m ~ Qa.p197401 (541) 684-4902 Fax (541) 684-4909, . Denver Eugene Los Angele$ Pasadena Phoenix Portland St LouiS Sacramento San DI8go San Franclsco Ssatt/6 Tacoma Sheet No.: C3.0 (p of 1& fOfJeS ~ TP=434.84 TP=434.'57 / / ~ / / %- ~, #20@ ~ 12"/8" ~Na IA ........... FG=435.00 AT BUILDING PERIMETER \ ~~7~-"~ '''''''~ ~"7~/ / FOUND 5/8" IRON ROD " "'."'~ . TP= 435. 00:1: MATer; E:XIST. TP=435.50 / 0#61 22" FIR ~f63 /~2"F TP=434=:'87:L MATCH EXIST. TP=435.37 #67 30" FIR 0 o ~:F~ #56 36" FIR ;.... ~ 0#59 12" FIR 0#58 32" FIR ~ ,#60 14" FIR #68 12" MAPLE 0 #55 36" FIR 0 o ~ 5\:t~ #50 8" FIR 0 #51 f)V 44-" FlR/\ #49 #48 14" FIR 4) 5" MAPLt: 4) #54- 22" FIH o ~ '#:53 30'! FIR #46 pO" FIR @ TP=434.~ @ #39 36" FIR 4}4t38 28" FIR TP=43j.38 i I TP=434.38 TP-4~i~'- ail .~ ,#35 28" FIR 0 # ~ \ ~ . MAPLE : ~.~42 TP=43, 4.51 ',:~, #4" , L ~~' F,IR r."to " ", fAPLE 8" Mi\PLm. '/./'33/' ~ . . -tr ~.. -.A\. 3d!" R R_l ~ l ;~~l'~'~: \.y I IM=433.25! . ~'l #34 38" FIR <) \ TP=434.00 c,<p. /" 'Y ; ~<? A /" ~TP=~34'01 , ~ J TP=435.~ ~/ 30 V 3(~" ~~4"i80 o ~ () ro <( I- 01 3: -0 -0 01 Q) N ex) !'- ../ I- o -1 0.... ../ o <( () ../ L Q) +J C Q) () I .c +J L (f)ro :)1 ~.c u~ 00 roQ) <(J: I >.~ roo Q) Eo.... 0.1 -.;;f-Q) -.;;f-N LO~ +JO 01"") ../ OO!'- 00 "-.0 ooN ...- ./ "-...0. Q)../ U ../ -0" Q)O +J oJE O:::li: . \. t 0#29 24" FIR '\ 0#22 30" FIR 2% () if23 40" FIR. B~. '.-.- = ==435.50 / JP=435.48 '< ! 2% ~ .. JP=435.15 #5 8" SUNBURST LOCUS/I' ff 11 46" FIR ~ ~o ,\\ ~ "?':) ~ v~ t~ " ",-" ".....~ 4'!J5~ .<t . - '~ --43S~ . FOUND 5/8"IRON ROD o #70x 38" FIR ,/ <j)VJ ~ o #69x 341lFIR "" TP=434.62 RIM=433.52 ~ FOUND 3/4" IRON PIPE 20 NORTH seA -_ : o 10 Date Received: SEP 2 3 2008 Final Submittal NOTES 1. DISTURBED AREA IS UNDER AN ACRE. 2. APPROXIMA TECUT 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. .;3 1 , c:'d <3) ~14 rrr~ 1 <3) U ~ (j) ~ EXPIRATION DATE: 6/30/"" ' I A~D=~SO\j JA 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. AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHlfECTS, LtC. 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: 9-18-08 Scale: Project No.: 07155 File Name: Drawn By: AlB Checked By: JW Jurisdiction Approval: 20 40 \ \. 1 INCH - 20 FEET \ NOV 5 2008 Sheet Title:GRADI NG PLAN I1I'J1:lJ Consulting EngIneers f2()f ()]k S&a:;( ~ m ~ Gnp:n 97401 (541) 684-4902 Fax (541) 684-4909 Denver Eugene Los Af/gB18s Pasadef/S Phoenix Portland St Louis SaCf8mento San Diego San Francisco Seattle Tacoma Sheet No.: C4.0 7 of lIP fX18tS -- . .... -- ~ o LO o ro <( l- t)) ~ -0 o ..c 0> "I ro t'-.. / I- o -' 0... / o <( () / !..... <D +' C <D () . I ..c +' .!:: ro ._ 1 (1)..c (/) +' eo t))<D oI 1 :::;~ roo E~ 0..1 <Do> "<:j-N .. ro Nt'-.. +,0 01'0 / rot'-.. 00 ",,-0 roN ~/ "-..0.. 0>/ <.> / -0" <DO +' +' .. o~ CLLL: -- "-_4 ROW\ -7 .R.o.w.1 \ PROPERTY / LINE N01.54'03"E 5.30' w ~ ::t <0 ,. T- o- Z . -'-_4 j ......._41 -- -f _ _. -- '-- -- -- -- -- - -- -~ NEW CURB. SEE NOTE 1. I CONSTRUCT NEW D!W AND S/W PER C.O.S. STD. DTL. 3-24. MATCH EXIST. S!W WIDTH N 891675.10 / E 4256303.16 -- '~~\ !{~. ~\~ /j \, -- - .fi - b " SEE NOTE 1. ~EAD~\AOND FERRY RD NEW CURB. ~C 891664.37 '\. -' 6' I E 4256278.73 '\ \. ...; 6' I .JI 24' .... :n, - "'iJ,....-"~'7 ' j S8816' 40"E 1 ~::::::~:r:::::::::::Ar ~ ~ .. "':y'-" .-. :.. "\ Irs -:.:-:-:-:-::-:-:.:-:.:-:-:.>-::-::" PC · PRC ~ ~f1 8.0 " ,9,:::::::::::::::::: N 891663.45 0#59 N 891638.B?7 FI ~;;':F.j~::::::::::~~;::::: #6~ 4256302.72 12"FIRE4256271.47 :: ::::::::~:;r:'F] 0 #67 '\. ::: ':::::::::::::::: 30" FIR ~ -A64' . . . . . . . . . . . . . . . . \.::'r\'~ "-'''''''1'; :~':::. '#65': . :.~::-:~v~~':'~!~'~:':-:-:':-:(4~':-~ ' PLE 0 / / '" --.. -r .I - o #56 36i' FIR #57 38" FIR o w :::> a.. ii ~PL N 891662.82 E 4256336.13 o #7Ox 38'1 FIR -= b ,...: NOTE: 1. REMOVE EXISTING DRIVEWAY TO SIDEWALK AND CON~ II"<UCT STD. CURB PER C.O.S. STD. DWG. MATCH EXIST. CURB EXPOSURE. 0#58 32" FIR #50 8" FIR 0 4) fi69x 34"FIR #55 36" FIR 0 #68 12" MAPLE., #54 22" FIR (> 0 #53 30" FIR ........ .............,. l .. -:O-1j'n;1'.......... -j ::::::.:::~~:::~X::::::'- ,......~.......".. .................... . .. ................ . . . . . . .. "........ . .. ......"........".. ". ...... .......". ,.J::: :::::....::....::..:. \#;, .. ................ ~:' ': }?:.:.:.:.. .:.: .:.:. :.: .:.: .:.:.: " PROPERTY LINE o #:39 36" FIR #36 34" FIR (} #37 16" M,APLE C 5' MIN. .... ................... EN 4829515672~.~.492' .- - ',' :,:::::::::::':':':: ~ .:::::::::::::::::::::<,~ ,'0~; ~:J~ """"", ... ..".. ...."......... ~ ...~~'1.~~.~:_;. . ~, l . "::-:-:-:-:-:-:-:-:-:':-:-:-:-:-:-:':-:-:', .:.~.::~ 'i'. "N 891586.18 . o#.sro. CURB _I,~\/ ................................. ...~, E 4256323.35 40" FIR ......... - # t . . . '~r . . . . . . . . . '1' . . . . . . . . . . . . ~, ,,6:' .. ........ '!:'~~""""" ............. - , '{tJ:::-1. D~-:-:-:-:-:':-:-::. :.9~-:-:.:-:-:.:- '.:-:-:-:-:-:.:-:.:-:-:-:-: ""'TRASH ENCLOSURE ~ CONC S/W ~ .:....... :::-...:::..:::::......:....:.~.: .f::::....::..:..: SEE ARCH. PLANS C6 0 (TYP ). '~ 1r " i...f.J,.;,r;,I;.::::........::::..::....:.~..~...:..:..:..:.'::. · '. " . ..~1f~:k~..~!~.::........::..:......:..:..:.~..~,::::::::::::. FOR DETAIL , '-. ::::.,~. .:~4f,j.:....:....:....::..:....::J:. .:::::::::::::. t :"" {l1o.1 ~'.'...'.'.' '..q4;~...F}R............................. ...........................f " 2 CAR It,45 :" fAp"'"'~" '''. .. . ::::::::::::::::. ':::::::::::::. OVERHANG ~IlMAI>LF.S. '..:(0............'...................... ";.,... . '::.<r- (If:::::::::::::::::::::::::::........ ".1 . '33./ :-:-:...x ::":::::-:':-:-:-:-:-:':-:-:-:':-:-:-:':':-:-:':':-~Co ~ : : ~ ' 3 r , . ., 0> <( . . . . . . . .. . . . . . . . . . .. . . . .. . <r- en. .. . ~ "" 2' CAR , #32 - ::::::: lO'tn::::::::::::::::::::::::::~::::::::::::::::::::.:.:.:.~ ~,:':':': C'I OVERHANG :~: FIR 0 ~C620 MRAIDM-pBLOCK ~36 .l<J~\ '::':'iio~',:.::>:::::::::::::~~:~~::::::::::::(:::::e~:::::::: "', SID CURB ~ /, ~. ... . . . . . . ..... .... .. ~1 ~. . . . , (TYP ) C6 0 · /ty't ............................... ........f... f'V" : :"'.:.:-::::,::<:,:<,:-:-:<<,:,:,:<,:-:,:,:,:<;.;.:,:~~~:,;;;:: 1O.!i. ~ . · · , . ~~t::::::::::::::::::::::::::::: co (6\HC PARKING~ :r:',~~ ~':-:-:':-:::-:-:-:-:-:-:-:-:':-:-:-:-:-:-:-:':-:-:-:-:', !:0 N ,891502.71 ~ STALL ' ~9. '::::::'~~,"'f .:::.,.,.,.:..:. .':::.':.':::.'::::::::: yf" E 4256321.40 · t ~,'O' ::::::::::::::'::,: ,~f:::~~:e~::::'::'::'::::::::::::::::::::::::::::::' . 0 /=-~_ _ -=i.-~~:t:1;>:::::::,:::,?::~~~:~ en ^,~ 6I)'7~ ' ,f I I . i '~L ~. I . ~. q " _~ 30 Il) V ~ _ _ , " AC PVM'T (5'\ 38'G~lR - __-A..O (TYP.) ~ NO PARKING FIRE LANE 0#38 28" FIR .. co o ,...: " N #35 2~r' FIR @ LEGEND: "... f..' ..... ........... .....,.. . . .. . .. .. .. .. . .. . " " .. . . " . .. .. " .. .. .. . . .. .. .. " " .. . . .. .. . .. .. .. " .. . . " .. .. .. .. . .. . .. . -. .. " .... ......".. .... ........ ..... . "," .. . . . .. .. . " .. .. " " " .. .. . " .. . .. .. .. .. .. . .. " .. .. .. .. . . . .. .. .. .. . . .. .. . . .. .. . . . .. .. .. .. .. .. .. " .. .. . .. .. .. . .. . .. .. . .. . .. . .. .. .. . .. . .. .. .. .. .. " .. . .. .. .. .. .. .. " .. .. . .. . .. .. .. . . .. .. . . .. .. .. 0#29 24" FIR i;~l1;t1\\:~~}~{fil~~~r~~~~~. @#22 30" FIR I ( . @#23 40" FIR @ #28 28" MAPLE (T\WINGED CURB ~RAMP CONC. S/W 5.0' A ~, OFC 0103,,6 ..... . - 000IlII-- 1f.27 ~~4" FIR @ : :=435.50 b u:i ~' I?' C'-I ---' <r- I 1.' I #21 @ 8'1 VINE; M \PLES 0.1/.19 40" GRAI' ) FIR f 1 @ @ #26 #24 26" FiR 30': FiR (t #25 6i'ASH #18 46" FIR 0 b &d #15 #17 10" ASH 28" FiR 0 00#16 10" ;\SH ,~ #14 14" ASH #5 8" SUNBURST LOCUST #2 36" FIR 0 #3 o 46" FIR #1 46" FIR o PL IN 891385.71 (,N, EW6'TALL, E 4256327.94 WOOD FENC~ AND GATE S88e1.3'23"E -,)II "- #8 #,9 r-- 12" CEDAI~ , #4 6" C.EDAR ~! #7 8" CEDAR \ ~ , 5" F1R ~ o "' 0 <>> #6, ~ 0\\ \0'-- 1110 36' GRAND FlRN~O'~O'O:nE \ l 10' CEDAR \ \ L ~,~ ~EDAR L #12 \ 8" CF~DAR l.-.. #13 12" CEDAR 170.78' " ~. \ \ AC PAVEMENT CONCRETE TRASH ENCLOSURE PAD CD , f\=Jb " '. LaIl~ Received~ SEP 2 3 2008 ~al SUbmittal_ ~ 1 ~ ~ (t) J: (t) ~ (j) ~ ~ A\J)=~SO\j )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, 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 ANDERSONDABROWSKl 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: 9-18-08 Scale: Project No.: 07155 File Name: Drawn By: ALB Checked By: JW Jurisdiction Approval: NORTH seA _ : NOV Planner: o 10 20 40 1 INCH - 20 FEET Sheet Title: HORIZONTAL CONTROL PLAN ~ Consulting Engineers r:or Oak Sbret SIre ~ ~ ~ 97401 (541) 684-4902 Fax (541) 684-4909 Denver Eug8l1e Los Angeles Pasadena Phoenix PorUsnd St. Louis Sacramento San DIego San Frsnclsco Seattle Tacoma Sheet No.: C5.0 ~ (j; It; ')~ I f' 'f: Date R"'ecehJ::,:,:rl' Gt s ...; "'~'-,J,:J;;. -..... A NOTE : ALL PARKING .. ~ It<lPES 4" WIDE (2) COATS OJ WHITE H.D. TRAFFIC PAINT (PRISMO OR EQUAL) I A () ~ :: ~ ..d"'inal Submittal ~ 1 t C\i ~ :t tJ) u ~ (j) ~ ,/' /'/' /' /' /' /' (/'/' /' /' //' ///' /' //' /'/( /' / / / /// / /' / / / / / / / / / / // / /' /' / / / / / /' / // / / / / // /' //'. '/ 6' 6' BACK OF WALK,Y ..... (U.N.O.) ...... (TYP. BOTH SIDES)-- BLDG. FACE, OR A .. OBSTRUCTION A A . z ::IE , in , ~A ...e- (""4""\ STANDARD' CURB ~.:9I WHERE SHOWN ON PLAN NX ..-<( ;.:~ (f) w iE ~ -- 5.5' MIN. SIDEWALK (U.N.O.) ~ .... A-- ..../ DEP~ESSED CURB AREA _\ _ ~SEE NOTE 2 , , /,4" C,ONCRETE SIDEWALK 2% ...... AC PAVEMENT ~ '.. . ..,. . .' . ... .4 . . '. ..'Oft .\ 4. 11' I ..' . : <II" :1 . 4 .: .' . ~ .... Oft. lIS . . .4'. ., . 4. . ...... . 4 '. Oft.' .' . 4" > ~ . '. . .., Oft~'.' .'. 4'Oft" ....... .' . 4 Oft .. 4 ... '4"';' '. : 4 .... " I . ..41 t 'f "'...... . ..... ... ~ ",. ..... \.' ~.. 0 v. 0 tJ 0 0 o. \; . . . -0 ~o lJ 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 '. 00 0 0 o~ 0 0 0 0 0 0 0 0 0 0 0 , " , " " , , , '. 0 0 · 0 o. 0 o. 0 "1l;. 0 o. 0 0 0 0 o. 0 o. 0 0 0 0 0 0 0 o. 0 o. 0 0 0 '" 0 0.__ ) /'/ "/ '/ )/ )/'/'/' .' A4='. .4.' =~ ~~ =~r. 0 0 0.1 .o~ ,;" r:,.. - ; ~ i I I I I I t I i I .t1... ". . ,0000000" \. '~ 'c.",,'q()lI."+"U'oi>"'o..v". Oft.:. '0000'00' ". III '...~.il llt_ III Ill' III III " '(lev o.l){) C'oo<> '.4 0 0 ' ~Q.Qo'o()Oq+Oo"qU o. : ".,0'00 ~.()o Q <> ,,00"00 (; Q ':f'J"oO ..... Oft 00001- - o:.:!)+:Qi~c:':o':l):~g~":< 1'.,. ~ ..,oo~oo' 3" OF BASE COMPACTED ~ " <1....<>0 Q <> "Oo'o~ 0" f' . 00 o. - IAL SUBGRADE .' -~~: "00.:00,, ~ '<>0'00 OVo .<>0":0. ~ MATER . I~Ob"'o 00.00; .00':0'00; .:0'000 . ~" <> . <> '00 0 <> .00'00 o. ~ 'Ilf "rnn (((0 IT III: RAMP (LEVEL MANEUVERING SPACE, SEE DETAIL 7 /C7.4 18' I -- (/)/ .... 10 1:10...... t MAX. ~ @@@@@@@@@@@ @@@@@@@@@!lo @@@@@@@@@o @ @ @ @ @ @ @~@ @ @ 0 " . ...... 1: 1 0 MAX. EDGE OF LINE STRIPE " , OR PAVEMENT ., , t~ 3" t DISABLED PERSON SYMBOL SIGN WITH "VAN-ACCESSIBLE" RIDER (WHEN APPROPRIATE) (OR 20-68) \ o-i \ ' ~WHEEL STOP AS SHOWN ON PLAN EDGE OF LINE STRIPE OR FACE OF GU IIt:.R 4" WIDE PAINIt:.U PARKING ~ I tdPES. HANDICAP STRIPES DIFFERENT COLOR THAN STD. PARKING STRIPES NOTES: 1. MAX. SLOPE OF PARKING AND MANUVERING AREA 1 en HANDICAPPED VAN EDGE OF RAMP TO BE FLUSH WITH AC .PLAN VIEW T SYMBOL OF ACCESSIBILI TY ON CONTRASTING BACKGROUND ......-- 37" TYP ---- SYMBOL @ PARKING SPACE N. T.S ..... BASE MATERIAL COMPACTED SUBGRADE t'lOTES: 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'S SCORING GRID AT LARGER WALK SECTIONS. 5. PROVIDE LIGHT BROOM FINISH TRANSVERSE TO THE LINE OF TRAFFIC. ~ IN 50. 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 PAl I t:.RN ONLY AS SHOWN IN DETAIL SHEET, C6.0. 3. DETECTABLE WARNING COLOR SELECTED BY ARCHITECT. ~ CO\lCRETE'SIDEWALK N. T.S. 205-D.DWG ~ HA \lDICAPP ARKI \lG STALLS N. T.S. ..-- 6' SEE PAVEMENT SECTION A\J ) := ~ S 0 \j JA 3 ~OWS < A-~C - T:=CTS LLC f1\ ~ WI \lGED CURB RAMP N. T.S. (4\ STD. CURB ~ " - 6'. --\ 6' MIN. i ~ - "-'-~ V V @@ @@ @@@@@ @@@@@ @0 @ ;.. / " :: I 0 . ~ ~ 1 *1.66" MIN. -:::J:.. 2.35" MAX. .... 9ft ~ lL. ~I ,~-J o~ r; i= <( \S fd~ a::: (SO 1430SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax:, (503) 239..7327 www.ADarchitects.com ' t ~. d 1: 12 OX 1: 12 .<( Z ~ MAX. N::IE MAX. =:) ~ @@@@@@)@@)@@@ ~ 'I @@)@@@@@@@@@ @@@@ o@@)@@@ @@)@@@ @@@@@ ~ ST A \lDARDCO \lCRETE CURB N. T.S. 203-C.oWG (0'\ ~ , CURB / B.O.W. NOTES: 1. CONCRETE SHALL BE 4000 PSI. 2 TRANSVERSE CONTRACTION JOINTS TO BE CONSTRUCTED AT INTERVALS NOT · TO EXCEED 12 FEET. @STD. CURB I '/ EDGE OF RAMP TO BE FLUSH AT ASPHALT TRUNCATED DOME RAMP TEXTURE PATTERN 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 wnHOUT THE \NRITfEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS.lLC. IS PROHIBITED BY LAW, ~ 0.9" ---- .... RAMP WIDTH VARIES .. ... TRANSITION .. CURB EXPOSURE ~ RAMP DETECT ABLE WAR \l1\lG TEXTURE N.T.S. PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY,ROAD SPRINGFIELD, OREGON 97477 COMPACTED SUBGRADE 1. NOTE: DETECTABLE WARNING TEXTURE TO BE GREY, AS APPROVED BY ARCHITECT. DETE ~T ABLE (7\ WARt liNG ~ ~A.C. PAVING o <D o m <( I- Ol 3 -0 ~ -0 0> N co f'- /' I- o -.I Q.. /' o <( o /' 1- <D +' C <D o I ..c +' .~ m ._ I CIJ..c CIJ+, eo 0l<D 0:1: I ~~ mo E~ 0..1 00> ...rN .. co Nf'- .......0 01") /' rof'- 00 "-..0 roN ..-/' "-..0.. m/ () /' -0 .. <DO +' +' .. o~ a:G::: PLAN VIEW Submittal Type Revisions: CURB RAMP TO BE FLUSH WITH ASPHALT 2.0% MAX. ,".. ' ~. . - . . , . .)::~: :::.~~/::t,~~:.~'::':~~~;I.~:'~]L1~jJ:j~I'.i"::;,( } · 0 o. 0 o. 70 . 0 . 0 o. 0 ,- .. ? 0 o. <:> . <:) o. 0 . <:) () 0 0 0 0 0 (). 0 ' ~, ~" p p <> p <> p ',' . 'S) c " " f) " " $:> ~ . ~ o. 0 0 0 10 o. 10 . 10 0 ~ 10 0.,.. . . ',.,' CI o. 0 o. ~ 0.. Q 0 "~ ~ .,,~ <<h' ~~Y>>,> 0 . a O. c:. .," 0'" CI . 0 ". o~,y//, ~~ % :>y.>~v/ ~~<"//O co. <:) 00 o 0 ~ ~ p 0 ~ 7:/~S)..,y; ~ ~~ ~~ <'ry~~' ^"<,,\;'{,,, \^.~'$~~ ~'V>>4 A.C. PAVING ''''>>~~''''<I,~ f!/ ' ,//.~~ ~ .'X 4" CONCRETE 6.0' (TYP.) Date: 9-18-08 Scale: 12" OF BASE COURSE Project No.: 07155 File Name: Drawn By: AlB Checked By: JW AGGREGATE BASE SUBGRADE ~ STA\lDARD ASPHALT PAVEME\lT SECTIO \I N. T.S. 3Olt40_7.OdtO.dwg Jurisdiction Approval: SECTION GJ;) MID-BLOCK RAMP N. T.S. N NOV 5 2008 Planner: Sheet Title: DETAILS I1I'!I:B' Consulting Engineers {!()f C8k SD'ee( Site txJ ~ O'a.;m 974f)J (540 684-4002 Fax (540 684-4909 Denver Eugene Los Angeles PsssdSn8 Phoenix Portland SI. Louis SaCl8msnto San Diego San Francisco Seattls Tacoma Sheet No.: C6.0 q of /& {J{lC?f) a Z CD~ ...... ....- 3" MIN . ~(tj" - ~""~ ~~- - I a'O~<J () \ ,I'/-~' ~ ~ I It Z CD~ .' ~ .~. ,,----- ---. ~ '--.......-... ---. ( ",' ,~ _..._...-~ J t'\ .___ _____v . , k ~~-- r l CZ I "If ~," ( (~~/ -z}~G ( -------~ \ ~ _~ ,-) _______v ...... ....- 3" MIN 0----- ---. C" 1....____- ___. .~ , i :::' J.jNOTE 4 i rNOTE:3 ?a?ufum.o\ a Z CD~ PLAN r2\ ABOVE GROUND ~ VAULT ~. [] I I L~ ___ jNOTE 4 ~ ZI'X - < ::E ::E a CD it) , ~~ , g ~~/ ELEVATION ~ DOUBLE CHECK V ALVE ASSEMBLY BACKFLOW PREVE '-JTER N. T.S. 305-A ...- (Q () (0 <( I- Ol 3: '"0 ....; '"0 Q) C\I ro ,..... / I- o .....l 0... / a <( () / lo.. <J.) +' C <J.) () I .c +' .~ (0 ._ I Cf).c Cf)+' eo 0l<J.) oI I ~~ 0)0 <J.) Eo.. 0..1 ...- Q) -.;j-C\I N~ +,0 0/'0 / 00,..... 00 '-...0 ooC\l ...-/ '-...0.. 0)/ () / -0" <J.)o +' +' .. o..<E O:iZ COVER No. 4242.TC ~ 700 Ibe '\ s: ex> I C't OPTIONAL COVER SECTION ~ -- 4' _On --- ~INGE SIDE . ~. :~:o:~~~~.; r.~~~~~~~~, r.~~~~~~~-0 r.~~~~~~~-0 r.~~~~~~~~, r.~~~~~~~-0 r.~~~~~~~-0 r.~~~ilx :-:~-r...~, r.~~~ 0 i'..i'..i'J, , , ,., ,,',..,...., . . s: o I -:q. t Non SkId Covers Avo.llcbte LOCKING ~1c.t.L. COVER No. 44-332P 650 lba. Q NOTES: 1. DOUBLE CHECK VALVE ASSEMBLY SHALL BE INSTALLED INA LOGATlON APPROVED BY SUB FOR THEIR RESPECTIVE SERVICE AREA. 2. ALL CLEARANCES APPLY TO OUISDE, IN-BUILDING AND VERTICAL INSTALLATIONS. ' 3. INSULATION-FREEZE PROTECTION TO BE INSULATION AND/Ot~ HEAT SOURCE TO KEEP ENCLOSURE AT A MINIMUM TEMPERATURE OF 40-. 4. BORE-SIGHTED DRAIN TO DAYLIGHT IS REQUIRED. S. COMPACTED GRAVEL OR UNDISTURBED BASE. 6. A DOOR OR OTHER ACCESS SHALL BE PROVIDED. 48.0 n .... 29.S" · --18.S"---- A .... . .........-(4) 3/~ DIG. lntertI /' wi U.v. Capa '-.J....'" ../' A A (+ 7": ~ ; 1 ~ ~ 1-( ('II .....-- 21. 0" ~ ~:.:- + ') .... .... .. b ~ ('II I~ .. b ~ ('II r-...... , , 42.0" 2S.0" " x r 0Denf1l9 1 Ecsch J I r ~ r~ 3S.0" 48.0" SECTION AA SLOPE TO TRENCH (EACH SIDE, TYP) ~ .' /' ~ .~ TOP SOIL"""",- ~ " ::fc: / // . ~1-llT~ I /(L!!~!/?3 I L II' 111= \ !tl,~/ 90' .:ELBf~.':I~~~ j . fill"-- WRAP DRAINAGE FABRIC-~':"""'-') 2 2 2 (; /, s:1 AROUND DRAINAGE FILL, I / ~.:..::~.~.:;.: ::":. ~.:: :".;"i . ~ ALL SIDES 6" MINV ~~:,~~;,;<,; · . · '-.r : .:.... :", ..:....... ;.: I:. OVERLAP (TYP.) :: . -.........':.:... I.... DRAINAGE FILL ,." ,1.. t SAND FILTER~ ' - LAYER HARD SURFACE LANDSCAPE AREA J Date Receiv;od: . SEP 2 3 2008 Final Submittal .;3 l' t ~ (1.) :t (1.) u cd (1.) ~ A .... .PLAN VIEW .... So.o" .... ......-- 23. sIt ---.... .....-- 21. Qi" --- 5. 5' ~ t \ - J ~ A ...-- ' 't 5i '1L~ ~. lor 1 ~~l : s: 0 1"). .('11 t- ,..... I") n · ~I:' ..... --- 8.S"..... ~t4l :/:$ -. -~ r~.4: -'WI ~;::; i:f: /- WATER TIGHT PLUG 24" SQUARE 3000 PSI CONCRETE SLAB WITH ( 4) 1/2" 9S X 9" ANCHOR 4S- BEND PROJECT BOLTS 3" ABOVE SLAB FOR ADJUSTMENTS. WYE BRANCH- ,... ~ PIPE 01 A. 6" MIN. FRAME &. COVER. JNLAND FOUNDRY OR EOUA~ No. 202 ~ INITIAL TRENCH BACKFILL UNDISTURBED EARTH 4" OR 6" SERVICE CONNECTION IF REQUIRED. / i . --- 6.S';.... ..... 6.S' --- --- 6.S';.... ..... ..... G~.J ST A '-JDARD CLEA'-JOUT N. T.S. 31o-A .... '9)12" ...... ~ 9)9" .... t = ('II :.w. A It) ~ CAST IRON , BODY ___4"____ EXP,IRATION DATE: 6/30/ " 4'l J .... 35.0" 48.0" SIDE VIEW. ..... .... 8. S" .....-- /.-:':'~raJ':'~ ~O,'Jll;,".../" \> ~.>;/:.:~:~ ,i;l r~f ;j~ ~ ...... 6. S ti.....-- .... PLUG WITH GASKET IF END OF LINE UNDISTURBED EARTH A ,\J" ) :: ~S 0 \j )A3~OWS< A ~C; T::CTS LLC ABOVE GROlJ\lD VAULT N. T.S. 305-A Q) SA '-JITAR Y DRAI '-J N. T.S. 31o-A 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 T e, I: (503) 23,9-7377 Fax: (503) 239-7327 www.ADarchitects.com NOTE: 1. GRADE TOP OF GROUND FLUSH WITH RIM. 2. INSTALL CATCH BASIN AT END OF SOAKAGE TRENCH ALL IDEAS. DESIGNS. ARRANGEMENTS. DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANOERSON DABROWSKI ARCHITECTS. LLC. ANY USE. REUSE. OR DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS, ANDIOR ARRANGEMENTS WITHOUT THE WRll1'EN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC, IS PROHIBITED BY LAW. ~30"7 ~ PEACEHEAL TH MEDICAL GROUP NURSING MIDWIFERY BIRTH CENTER 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: Date: 9-18-08 Scale: Project No.: 07155 -! T I I -::III~~=~ ~UNDISTURBED SOIL WITH MINIMUM INFILTRATION RATE OF 10 INCHES/HOUR RIM;::: SEE PLAN 12" SQ. GRATE COVER, NDS#1212, GREEN 4" ATRIUM GRA TE*, NOS #76 L -* .I~' '.' ". _ SUMP BOX. NDS#1225 1~" = <<.6~sk.'~__INSTALL DEBRIS SCREEN IN \:~ ^\l- X:~ BOTTOM OF BOX W/4" HOLE \- ~ .0 ::_1 FOR OVERFLOW INLET RISER*. ,: 0;0 ~ 0 0 ~CUT 8"~HOLE IN o CENTER OF BOX CATCH BASIN WI INSTALL 4" OVERFLOW INLET OVERFLOW INL' ET RISER UP THROUGH 8" HOLE IN BOTTOM OF BASIN*. File Name: Drawn By: AlB Checked By: JW Jurisdiction Approval: N NOV 5 2008 ~ SOAKAGE TRE '-JCH N.T.S. Sheet Title: DETAILS lII'!IB Consulting Engineers mt cek SUoo( ~ ~ ~ ~ 97401 (541) 684-4902 Fax (541) 684-4909 Denver Eugene Los AngeI9s Pasad8ns Phoenix PoJtJand Sf. Louis Sacramento San Diego San Francisco Saatt19 Tacoma Sheet No.: C6.1 M of I (p p06J-f$ OUTLET STUB (SEE NOTES 4$5) \ . . to' \... . . ,.; " . . .'.. .... .. \' . ':" :'\, WEIR WALL' ",..~ b....~.:b. :. ~:'. ". ' ........... . J>. .~' "~~'~.'~:'-~ '. . t>,l;>- b. to" ': '.' ~ :> .;;!-~ SCUM BAffLE, ..... . --- ... 6" OVERLAP ;. " 'to . c. . '" . to " r to . t>: "~ .' . '. . .......,;,... . . , . .\>. .' . ,'. , " : : ~ .' . :"'. L. . ~ , . ": : ,,,\:: '" .~, ~'" ~. '(:'.~'~ t~, ~~. ~1- > :: .~ ~': . 'I . ' '" l>. . ~\> : '. b.~_ ~ '- " .' b., l> . "1> l> '. ," 4 . ,b.' ~ '" ,'b. I : b . . .' '. , ..' '. '" . .' ," t>o' b",tI :. '.''\(> ~ '. .' ';< '.. ....,. ..' ~.. ," "., '\>,. bo.. to,.t (TYP) (fROM TRE~~0D:~~:J . ("' "" , . A .. , . ~ , ~. ~~~f~~~~ BA~ (SEE NOTES 4$5) ~ 1 1-CARTRIDGE CATCHBASIN - PLAN VIEW G) . ~ ""- ......... 4110 INLET ~:TE ~:::: . . ~... l>l> ,. .'. 1> \ , \ / ACCESS COVER 1 . . )ar .. .' b'.' f 'f~'~~ ~ CONCRETE COUM .~ ~ " (SEE NOTE G) f~. ~_ _ L- STORMfllTER " (SEE NOTE 2) OUTLET STUB (SEE NOTES 4*5) ....... ~ ClEANOUT ACCESS PLUG ON WEIR WALL ,,/ UNDERDRAIN MANifOLD 2' -4" 2' , ....... .....- ----- INSIDE . / " INSIDE 4 -4 3 4 .... OUTSIDE 1-CARTRIDGE CATCHBASIN - SECTION VIEW ..... ...... CD , @2006 CONTECH Stormwater Solutions _~U"'II:_U~ .~~~;;" ; ..~= II! STORMWATER ~ "- ~UTIONS_ STEEL CATCHBASIN STORMFILTER PLAN AND SECTION VIEWS STANDARD Dt: I AIL - 1 CARTRIDGE UNIT 1 conteehstormwater.com DATE:11/01/05 I SCALE: NONE I FILE NAME: CBSF1-S.DTt 1/3 I DRAWN: MJW I CHECKED:ARG N <0 U co <( I- Q') 3: '"0 o+..i '"0 0) N co /' / I- o -' 0.. / o <( u / '- (1) +-' C (1) u 1 .c +-' .~ co .- I (J).c (J)+-, eo 01(1) 0:C I :>.-(1) cog E~ 0..1 1'00) """N N~ +-,0 01'0 / CO/' 00 .........0 CON ...-/ .........0.. 0)/ () / ~o +-' -I-' .. o~ O:::G: 4110 OPENING ~ ~ ""- \ r PERMANENT POOL ELEVATION - ----' 5" -----. ---- 5""'- ~ #! ~. ~045 2 \ J. IE=FER -INSI~E - --' OUTLET STUB FIAN 2' -0 1/2"' (SEE NOTES 4* 5) ..... ....... 2"0 OUTLET PIPE OUTSIDE fROM UNDERDRAIN \ f .\.;U6WP'~ A t to o I"i 1-CARTRIDGE CATCHBASIN - SECTION VIEW CD ( . y; . y ~ :-:..~ to. ~ ~L.~ ~ ~. i,~, ~~L CARTRIDGE ..<01 ~ SUPPORT t= ""- ......." t LIfTING EYE (1YP Of 4) PERMANENT POOL ELEVATION 1-CARTRIDGE CATCHBASIN - SECTION VIEW CD @2006 CONTECH Stormwater Solutions Q _~~U"'II:_U~ ~~~;;" ; "VI II! ~RMW~WTlONs~ contechstormwater.com STEEL CATCHBASIN STORMFILTER SECTION VIEWS STANDARD DETAIL - 1 CARTRIDGE UNIT -~,",~-;",~=,--~ ,~.~~"':-,~""'""~",, DATE:11101/05 I SCALE: NONE I FILE NAME: CeSF1-S.DTl THE STORMWATER. MANAGEMENT Stormfllter@ U.S. fATENT No. 5.322,629. No. 5.707.527. No. 6,027.639 No. 6.649.04~. No. 5.624.576. AND OTHER. U.S. AND fOREIGN fATENTS PENDING DRAWING WATER QUALITY CATCH BASI'I (1 CAR TRIDGE-DEEP) N. T.S. GENERAL NOTE5 STORM DRAIN SIZE PER PLAN I) STORMflLTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4GG7; SCARBOR.OUGH, ME (877) 907-8G7G; ELKRJDGE, 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 3.05 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 STUB 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 WHH QUANTllY (2) #4 REINfORCING BARS TO BE PROVIDED BY CONTRACTOR. 7) ALL STORMfllTER5 REQUIRE REGULAR MAINTENANCE. REfER TO OPERATION AND MAINTENANCE GUIDELINES fOR MORE INfORMATION. , -CARTRIDGE CATCHBA51N 5TORMFILTER DATA STRUCTUREID i WATER QUALllY fLOW RATE (cfs) PEAK fLOW RATE (< I cfs) I RETURN PERIOD Of PEAK fLOW (vrs) I CARTRIDGE fLOW RATE il5 OR 7.5 c::!pm) MEDIA TYPE {CSf. PERLITE. ZPG) , RIM ELEVATION PIPE DATA: I INLET STUB OUTLET STUB CONfiGURATION OUTLET ..a INLET.IQJ WQCB X.XX I.E. XXX.XI! XXX.XI! xxx I 5f1pm' XXXXX XXX.XI! DIAMETER Xl!1 Xl!1 a. OUTLET (JI .. INLET SLOPED LID SOLID COVER NOTES/SPECIAL REQUIREMENTS: , YE5\N0 YES\NO INLET GRATE ~ -"\" 4.. '. .' .. A . . A' . :' . 4' ~..... 44 .. 1.. :..~ 'c,<1.': . ...<1..... .<1 .... ... !'l ~...... ~~~ _~ ~...., ~ ... r- ACCESS COVER. <1. :4 . .... ....:,. ...... ~0~~:.~..1 !'. . . 4 ~ .'4 .. " .. :. <1..' .4.. ."4~ ~4". - ~..' '4 ,. '.. -. .-. ~ ~ ~ x: ~x~ 4 .4. .. ~ ~~ 4 ~ ~ ~ ~ X <1 '. I I I I I ........ I ..... ~~)I(:~C '<1' 4 . .' . <:I ~~~~~x~~~x- . ,4 I x x x ~ ~ X .II' - .. ... . . · ... ...... .. ~~xx ~"'''''''''''-'''-'''''_''I''' :x:: ~ x :x: :lie ~~~~~x ~~~~~ . "~": < _~~ ~ ~~~~~~~~~ II ~~ '. ~ · <1 , '" '/I . . . .... :~. .~<1' 4.'.: ...;.... _' '..11. ,,: . . <1' 4 ~ 4. 4 .4 . <1.... A." '. " "'.II' > ~:<1: <1 d. . .II<t.:. . '.' .'~, : ~ . 4" ". .'. ".~':- .II Q . '.t'I<:t .' <1 '4 <1 . . . 4 ..41 J THE STORMWATER. MANAGEMENT StormFdter@ U.S. PATENT No. 5.322.629. No. 5.707.527. No, 6.027.639 No. 6.649,04~. No. 5.624,576. AND OTHER. U.S. AND fOREIGN PATENTS PENDING 1-CARTRIDGE CATCHBASIN - TOP VIEW (1\31 , @2006 CONTECH Stormwater Solutions W THE STORMWATER. MANAGEMENT Stormftlter@ U.S. PATENT No. 5.322.629. No. 5.707.527. No. G.027.639 No. 6,64~.04~. No. 5,624,576. AND OTHER. U.S. AND FOREIGN PATENTS PENDING DRAWING DRAWING _~I~u..r_u~ 'l.l~~;;"i ..~= II! STORMWATEf1,....- ~ '-- '." ~OLUTIONS_ STEEL CATCHBASIN STORMFILTER TOP VIEW, NOTES AND DATA STANDARD DETAIL -1 CARTRJDGEUNIT DATE:11/01/05 I SCALE: NONE I FILE NAME:CBSF1-S.oTI. I DRAWN:MJW I CHECKED:::G I 2 3 213 I DRAWN: MJW I CHECKED: ARG contechstormwater.com ! Date Received: I SEP 23 2008 Final Submittal ~. ~ ~ ~ ~ <D ~ tU U cd (j) ~ ~ A \j ) :: ~S 0 \j )A3~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. 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 f-\RRANGEMENTS 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: 9-18-08 Scale: Project No.: 07155 File Name: Drawn By: AlB Checked By: JW Jurisdiction Approval: NOV 5 2008 Sheet Title: DI:: I AI LS I1/'!IlJ Consulting Engineers f!01 Cllk StEle( &r1e n1 ~ ~ 974Q1 {540 684-4902 Fax (541) 684-4809 Denver Eugene Los Ang818s Pasadena Phoenix Poit/and St. Louis SaCtamento San Dl8go San Francisco S88tt1e Tacoma . Sheet No.: C6.2 II of I~ pa~1S fti u.. ~ ~ ~ m :J: t '? ~ z () i: , ~ z i: in - , ~~ -, :: Z v - C1 1: -~ t \Old ~ d -( M u..~ :z to ~ " \ 6UY YilRE L\-'.j '-J .NO'TE: S"1"Rt:t:~. ..r<= PLAN1lN6 ~RAN TO BE: COORDINAu::v T ' ~T DUE TO rlOt:1'<., 1 COE :~ ~':'~.~: 'c~,:~....._.. '::".:.;: ,:'-:'.: :::.: <:,~".: .".~. . ~'://~_. . _....~: ..-\ .._ ',~ / r ". '.. // ~( ------ , -.--.-'--..-..... --'--'--'-- .--.,.--'- .- -~ '," - A // ,~ , / ' ,,4.., ' .. /_ .--.--.--.--.--.--.--.--.--. '\ 4< --v--._- ,--,./" , .--.--.--.-- .. " "', <:::"'II! , ., 'Ac."CvA L -:J~tJ , -~~ --- D. EADM, OND FER~OAD PROPOSW~ EVLT SCAL..E: 1/.2" = 1'-0" '\V ! f-'--IG\l-.--\~_.~L...__.- , . · #57 \ ( I 38" FIR \ '\V \ ~' ' I \ \ . 0 0 ~ '\V \ 1 ',\ ""-""" 1 #56 \ '\V \, '-...... 0 #59 '''' . 36u Itut \ '\V \ \ 12" li'U< "'", I \ \ "'-J1 \ '\V d. '\V \ 0#58 t-... 'V \ 32" FIR 1 ~'#55 '\V \ . '" I - 36" It'll< 0 \,'\V ~ l'~~ '- " -v\( ! \ \'1' ;,,\ I \ \ '\V '\V\ 1 \ \ i \ #54 \ '\V I I \ 22" FIR . I 0 I ! 1 \ i . I I' I I \ . \ 1 \ I \ i \ ~ .~ 0#38 1 A I '---(E) NA~ AAEA i '____ TO Re~~~ ~ -------_______________ #37 ~ 1 #36 ________16ft MAPLE ~ I 34" !fIl< 0 ~-_ "'-."\ i -------------~ \ 1 \ \ . #35 \ \ 1 28" {i'lKO \ .\ ! I ~SFORMER \ 1 \ I J #34 \ 1 i 38" ItlK 0 \ a RH-J I \ !~~ i \ !~RHU \i \ I ~ \ f i\ \. Jl :3 RH..J 1 \ \ . \, \ 1 \ \ I \ \1\ \,' \. \ 1\ Arr-,..oXlMAlf.: LOGATION OF (E) SHRUB . \ \MASSING. RfSTORE AT L.ANDSGAPE \ :~~~ \ i \ \ \ I \. '\. \ 0 \ .1 \ #28 \ \ \ ,28" ~LE \'\ \ \ \ I \ C-\ \ \ I\,\ \ \ . \ "E)\NATURAL. AREA \' 1 \ \i 1::0 REMAIN -V\ \ '\ ~ \ #27 \\ \ \ \1 \24~FIR \\ - \~ \ V \ ~ \ 1\ \ o'~ 'i21 \ .~ #26 \ #24 """" 2-8" VINE \ \ I ~6" FIR ~O" Nt{ "" MAPLES 0 \ \~, \ "'. ~, #19 ,0 \ '\ I \ ~,. "~8t1 \ ". "'- . '-' n /,,\""'K \ ~I '''~ ..,.'-.... il.V~ ~ . \ ~,,0'#25 '-...." ~ ".......... .,' "'-", ~H '-...., #18 .~. " ~ '" --~ ... 54" FIR 0 ~ --.......; ........." ...~. ~~ . ~,,~~ '~~, ~ ~v ----/---- ~ll~ASH 28" it:u<O ~ ~G)' ~ "to " ~ \ ! ..... 0#f6"~ .......\ \ ! ___~i~O" ASH~ \ \ '~" " C ! ____~// I.....'~ · \ \ \ ~ --- ~.., (eJ NA11J~ AREA #5 I i "''--..'''-\. \ \ \ ,,-,'i7a. .~ 'i70'.?~ TO ~~ /8" SUNBURfT LOCUST _____~---!_~ 1 ~ S \\ ~ \~ #80 ~ 5ta./ ."-...., "'- /2 I __---~----- I i\; A ~ \, 0.>\ .....;( 12" CEDAR ~" ~~ ~ /36" FIR 0 I \ \ #9 ~ \ / ......... ~, ;;-... \''-... ~'f ' . \ 6" CEDAR ---..:,\ "'" / 5t~ #7~, 8 C~DAR '\....." I I '\ \ \\>_ 1 :9" 5" lil1<'-...... ' ~ '\''- ...,..... I "O~" I ---.------1", \. '\ "':-."" ~" ......, 0 "'-. . ~6 '\............ , \" ---~ \ \ '00 0.....0 0...... , 36" GRAND lilt<~~ 0 0-, . ' ._.:.~,_h_.._"'_=~'--"~;;;;.;. /: \ \~~\ \, '..'-... ,.-::~---'h--=_'.-~'~-;;.....__.~-;.;;;.;..'~'.... -;;;.;;~-...;;;.;;'~............ '~"';;"'--~ _._~ /"/ I "'\\-";:;':~'.\ \\"~\'''-~~;-~ .-.~ '~. "-~" ~ . // \ \, \ ~\, 1 Ot~___CEDAR ~"'-. ........." --"'" '. \ " \ \ \'9") '9") , ..... ", . \ \ 5t.,;e \ \..,.;"6' ~;> ...., " \ \, f ".... \ \ ftl '........" " \ ....5t ") \ ---\' \ 5" CEDAR ~ ..,.;"5t \ \" c.y ........ \ \ \, . \ \ # 12 \. 8"CEDAR \#13 , 12" CEDAR -~----~-"-- -.- " #65 14" MAPLE o #68 C' 12t1 MAPLE 0 (E) NAnJAAJ... AREA TO REMOAN 0#50 8ft STAKfS AS SPECIFlfD - EVeNL. Y SPACW (2) EACH ORNAMENTAL./GONlr~ TREE (3) EACH SHADE TRE:E TYPICALl t<.EE PLANTING SECTION AD...JACENT BUILDING OR ED6E OF PLANT 6W o , ~- 3t ~ '~ , 1t 4' , ., SJ..vJ-J: TO 6RADE REMOVE 6URLAP FROM TOP 113 OF ROOT BAU.. MUL.CH AS SPl;CIFIED. (2" CL.eAR AT TRUNK) PLANTING SOIL. sua 6RADE 0#61 22ft 14Il< #66 28" 1'1K 0 '\V o \ #60 \ 14tt 14'lK . (E)DRI\'~Y TO BE REMOVED Ar I t:t< ~NsmuCTlON - St:::t:V DIS11J~ED AREA YiITH ~ MIX ~ ~~ I~ C- as......... < ~ ~ (E) NA TUAAL. AAJ;A TO REMAIN ~~, ". \~ ~ I . \ - \ ~ " \ #49 #48 14" FIR 0 5" MAPLE 0 #46 30n iflK 0 COMPAC I cv Tur-~JL. (B~ ROOT BAI I ~ ONL. Y) '<. , \ \ ~\ \ \ \ '\V '" --- , '\V '-, '- , N(J I t: MARK THE NORTH SIDE OF THE TRI:E IN THE NURSERY. AND ROTATE l~ TO FAGE NORTH AT THE SITE YiHEN EYER POSSIBLE. .0 o o o o o \ o o SPACIN6 "0" s" o.c,. 6" O.C. q" O.C. 12" O.C. 15" O.C. SPAetNG "0" 1811 O.c,. 24" O.C. SO" O.C. 96" O.C. 4e" O.C. ,0 ~ ~ 0" o ~"A" 2.6" 5.2" '.e" 10.4" 13.0" ROS^l "A" 15.6" 20.ft' 26.0" SO.O" 41.5" .@ ~=UNDc.ovER SPACING DIAGRAM PJ..ANT SCHEt:>UJ..E KEY GTY. BOTANICAL NAME CANOPY 4 5'1 r<-Ecl IK.'-t-C, GOE S COrnus 'Eddie's Y'lhite Y"fonder' FYCC 1 Fyrus calleryana 'Chanticleer' ZSV6 4 zelkova serrata Village Green' ORNAMENT AI- I r<.EES AGC 2 Acer circinatum ACF6 2 Acer palmatum 'Bloodgood' GOK 2COrnus kousa SK 1 Stewartia koreana SHRUBS AJ AZE AZNR AZS CT DO ENC ElJAG ElJF FAJ HEP HS J...E:A PIF POM RHD RHJ RHP RHS RHU SAR Sk.J $P..J1.. VID VIT 1 12 1q 3 19 8 1 9 19 2 5 9 q 6 18 9 11 5 6 6 q 6 6 24 6 Aucuba japonic.a Varigata' Azalea 'Everest' Azalea 'Nlco Red' Azalea 'Stewartstonian' ChoIsya ternata Daphne odora Enkianthus campanulatus Euonymus alata 'COmpacta' Euonymus fortunei 'Emerald 60ld' Fatsia japonica Hebe 'Patty's Purple' Hibiscus syriac:.us l..eucothoeaxillaris Pieris Forest Flame' Ipolystichum, munitum I Rhododendron 'Dora Amatais' I Rhododendron 'Jean Marie Montegue' Rhododendron 'P.,lM' Rhododendron 'SCintillation' Rhododendron 'UniGlUe' SarcoGOCGa ruscifolia I Skimmia japonic.a I Spiraea japonic.a 'Little Princ.ess' I Viburnum davidii I Viburnum tinus 'Spring Bou~uet' GROUNDGOVERS AND PERENNIALS ASP AF DF HO 'HeFF HGS OJ F<UG ., Astilbe 'Fanal' 12 Aq,uilegfa form05CS1 ., Dic:.entra formasa 8 Helleborus orientalis .2.2 Heuchera 'Palac:.ePurple' , Hosta 'Gold standard' 12" o.C. Ophiopogon japonicus 12" O.G. Rubus c.a1~Ginoide5 GOMMONNAME Y'lhite Y"fonder Dogwood Chanticleer Pear Village 6reen zelkova Vine Maple Bloodgood Japanese Maple Kousa Dogwood Korean Stewartia 60ld Dust Plant Everest Azalea NiGO Red AZalea Stewartsonian Azalea Mexican Orange "inter Daphne Redvein Enkianthus Burning Bush Emerald 60ld Euonymus Japanese Aralia Patty's Purple Hebe Rose of Sharon , COast l..eucothoe Forest Flame Pieris SWOrd Fern Dora Amatais Rhododendron Jean Marie Monteeue Rhodo. P JM Rhododendron SCintillation Rhododendron UniGlue Rhododendron Fragrant SarGOCOGGa Japanese Skimmia L.ittle Princess Spiraea David Viburnum Spring BouGluet Viburnum Fanal Astilbe V'restern ~ed COlumbine PaGific Bleeding Heart L.enten Rose PalaGeFurple Heuchera ,60ld Standard H05ta Mondo 6rass Rubus o N.T's. o #53 30" ~lK '~'{ '\V '~. \4 , ..... 'I( '\V -..~. 144 ,,~ \. ,."....... f" 4 4 "~ '\V '\V ",,- -,.,.. -. -, -, _ -1- RH..J / " ....~ - ---. '-. '. ~~ '- ~-----~:------r~ '\V . .,~ . ....... '- ,~ \4vAzNR '-V ", < · ~....,"~ VtD '\V '........,j ZsV I:; - 0#40' -...... 40" FIR o #39 36~' FIR - 0#29 24" !ill< single stem, limbed up to approx. 6 ft. single stem. limbed up to approx. 6 ft. Matching. limbed up to approx. 6 ft. 0#22 30" !ilK 9 AZE 6 HCrp ; AF <:.:)1EUF 9DO 1 VIT S eJ.E. ;2 "T :2 RHP/ 1 GT :3 RH.LJ 9POM , / 2DO :3 PIF 2CT MIN. SI.Lt: COMMENTS 2" cat. 2" Gal. 2" cal. 6' ht. 6' ht. 6' ht. 6' ht. 5 gal. 9 ~al. 2 gal. 3 gal. 5 'gal. 9 ~al. 5~al 5 gal Sgal 5 gal. 9 gal. 4' ht. 5 ~al. :> gal. 3 gal 9 ~al. 5 gal. 5qaL :> gal. 5 gal. 9 gal. 9 gal. 2 gal. 5 gal. 5 gal 1 gal. bulb 1 gal. 1 gal. 1 gal. 1 gal. 6" pots 1 gal. 0#23 40tl FIR ~ . " 1 ACPB ~VIT :3AZ5 2VID multi-5tem. B46 single stem. 646. matching, full single stem. B45, matching. full single stem, B46. matching. full <:.:) 1 AJ " , _/ a..;;AR ;uJ;A 2.I2F ~ ACC matching, full matching, full matching, full matching. full matching, full. staked matching. full matching, full matching. full match ing. full matching. full matching. full matching. full matching. full. matching, full matchine. full matching. full matching, full matching, full match ing, full matching. full matching, full matching. full matching. full matching. full matching. full _....:..1 ~ \ 'S?a'S? () o #1 46" FIR o I I ( ^'=------ ---==i ----" ..-.--....." , . -- ---.- ------ matching, full large matching. full matching. full matching. full matching. full matching. full matching. full /---..... -gr'b.J ~ VISION CLEARANCE I r<IAN61...E OUILDING SI6N / I / ,/ f6 ,;> I / / j/ // I / / / / / / / / // / /'" o #7Ox 38" 141t< 1 ZSVG :3A~ :3 RHJ.. 1VtD :3VIT '(E) J...AlJREL HEDGE (15' HT.) TO BE PRESERVED TO Ma: r 5CRrt""NING REGUJREMENTS C ADJACENT HOUSE ~ L.OCATlON -.-J Nu t c: PRE:)t:~V A TION OF L..AtJREL' HEx:>6E .....r<.ECLUDES SPACE FOR I ~ PLANTING aJ..E.A . fLAZN~ :3 EUF. ~L- L 'SHf..tJ is ~ IAJNE;:"]> 9SAR :3 SK-J -~ ~-C ~oCA~ 1 Ace. :3 SARa SAF aJ..E.A c:f P~ /'1ISStrJG VINe- MAPLE:' ANt:> SOME. Srtf.u~ F,J{4L 51"/:? JtJSfEG11DAJ LANDSCAPE GUIDELINES If/13{20 10 A. SOI1- PREPARATION l.At'lN AREAS 1. FINISHED pi FVATION OF SUB-6ASE TO BE e" MINIMUM BELOVt FINISHW 6RADE. 2. TILL. .stJ66RADE THOROUGHL.Y TOADcr-1 HOP e" MINIMUM PR~ TOPJ..ACEMENT OF TOPSOIL.. 3. PLACE 8" MINIMUM OF SANDY LOAM OVER TI' 1'9:) SU66RADE. ADD 15-5-10-10 r~1 IL.IZER TO TOPSOIL. AT A RATE OF 20 LBS. t-~ 1000 SF. ROTO-TlLL. AMENDMENTS AND Tv't"'dOlL. TO A VCi' 1M OF 8-10" MINIMUM. NVI r:: NATIVE SOIL. MAY BE USW AS SANDY L.OAM PROVtvw THAT IT HAS A 1..OOSE. CRUMBL. Y COMPOSITION AND IS NOT GOMPAC I t:J,.). SUB-BASE AND TOPSOIL. SHOULD BE DRY DURING INSTALJ...ATlON AND 6RADJN6 TO PReVENT COMPACTION AND FlJ1'l.JRE POOR DRAINAGE CONDITIONS. IF NATIVE SOIL. CHAAAC I ~ISTlCS. AN Arrp..ovED SANDY LOAM SHOULD BE IMPOR I Q.I' TO THE SITE. PLANT BEDS 1. FINISHED E.L.EVATlON, OF SUB-BASE. TO BE:. 18" MINIMUM B~,FINI5HeD 6RADE, 2. TILL. SUB GRADE THOROUGHL. Y TO A Dcr- I ri OF a" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL.. 9. PLACE la" MINIMUM OF TOPSOIL. ~ TI1..1..f:D SU66RADE. ADD 4" OF ORGANIC MAlt:J"I:;.lAL. AND 15-5-10-10 FERTIL.Ia:r<. TO TOPSOIL. ATTHI: RATE OF 20 LBS. rr:rc. 1000 SF. ROTo-TlLL. AMENDMENTS AND TOPSOIL TOA 1.o'1::'t"'.... OF a" MINIMUM. 4. PROVIDE S" OF SH~vw FIR BARK MUL.CH 0Vf::Fit AU.. PLANT BEDS. 5. PROVIDED "SPAvw EDGE" TO SEPARATE LAY'iNS AND PLANT BEDS. . B. PLANT MA I c:rcJAL. 1. PROVIDE ONL.Y HEAL.THY. FULL. PLANT MAlt:r<.1AL. AT 5JfI=Ci INDICArw. 2. F1..ANT SUBSTITUTIONS TO BE Arr-r<av 1::Lo" BY LAND$GAFE ARCHITECT. 9. PL.ANTLAYOUT TO BE Ar-rr<.OVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALJ...ATlON. C. 5J:C:VING 1. APPL. Y SEED AT AA TES SPeCIFIED BY MANUFAG"nJRER. 2. CONTRACTOR RESPONSIBLE FOR MAlNTAlNIN6 Sz::I::vEDAREA THROUGH ESTABL.ISHMENT. S. RE-5I::t:L.I ANY AREAS AS NECesSARY TO ACHIEVE FULL. HEAl..THY1lJRF. IRRIGATION SYSteM REGUIREMENTS 1. IRRI6ATION HEAD LAYOUT - HEAD TO HEAD COVERAGE. 2. SEPARATE ZONes FOR LAViN AND SHFWBAREAS. 9. SEPARATE ZONes FOR NE AND SV'i e><F0SI.JRES. 4. 1a" MIN. COVER. oveR AU.. MAIN L.INes AND 15" CoOVER OVER AU.. LA I ~ 1..lNES. 5. 24"X1a"X12" Dc:t:r'" SUMP l)NvCl"<. EACH VALVE.. SUMP TO BE 9/4" PEA 6RAveL. L.INfD Y'4ITH FIL.l ~FA6RIC. 6. 3" SAND BEDDING Baon AU.. PIPES. .,. ISOLATION 6ATE VALVE t)t:rORE EACH AUTOMATIC CON"TROL. VALVE.. (NIBCOT-113 OR Ar-l""r<OVED) 8. MANUAL. BRONZE DRAIN VALVES AT MAIN UNE: L.O" POINTS. q. SPRINKL.ER5 - AAlNBIRD 1006 HEADS OR LANDSCAPE DRIP1..lNE1tJ61N6 IN SHFWB,AREAS AND R.AlNBIRD 1004 HEADS IN 1..AY'4N AREAS. 10. AUTOMATICCONmO' I 'FR TO BE RAIN BI~ ce.P-MC. 11. AUTOMATIC CONTROL. VALVES TO BE: RAIN BI~ red OR DVX ~trues. 12. VALVE. BOXES TO BE ACCESS (AMl::1 t:K). 6REEN L.IDS AT ~. B~ L.IDS AT PLANT BeDS. 13. MAIN 1..lNE:TO BE SCHEDULE 40 PVC. 14. LA r cr<AL.S TO BE Cl..A$ 200 PVC. 15. S1...EEVES TO BE SGHI::Lo'~LE 40 PVC. (6" DlAMclI::t<) 16. MINIMUM PIPE SIZE 3/4". J..ANPSCAPE GOVEAAGrI! · 51. t: = 4;, 6GfGf.45G FT · DFc:.IGNb.J LANDSCAPE, EXISTING LANDSCA1-t: 4 NATURAL. OPEN SPACE = 6;.9% 5G rl PJ..ANTINcS J..E6ENt' o EXISTING IKEES TO ,REMAIN (Y'UTH CAl..Ir-t:K SIZE AND SPeCIES - SEE EX. TREE SURVEY) PROPOSED DECIDUOUS I t<EF=<=i EXISTING SHRUB MASS OR HEDGE'TO REMAIN o EXISTING SHRUB TO REMAIN <((J PROPOSED SHRUBS t~}:t.{}1 PROPOSi:V ~ w ~ w v PROPOSED MEADO~ MIX ~ GROUNDCOYJ:::n. (O.J) _. GROUNDCOYER(FWC) (E) EXISTING =0 ~ S II:: ~::V ::W 0 \j-_Y .Landscape Plan - 2) - o 4 8 16 32 SCALE: 1/16. = 1'-0. 64 NORTH r(t;$t;~::u V t:u" Final Submittal .;3 T t ~ (]) :t (]) u ~ (j) ~ ~ . ~ .. ~ ~ David ~bertY. fG) ...... ~ OREGON ~ C':<tPE A~~ A\j)=~SO\j )A 3 ~OWS< A ~C-I T=:CTS, LLC 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239, -7377 Fax: (503) 239-7327 www.ADarchitects.com ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS, AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS, LLC. ANY USE, REUSE, OR DISCLOSURE OF SAID PLANS. REPRODUCTIONS, IDEAS, DESIGNS, AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, LLC. IS PROHIBITED BY LAW. PeaceHealthMedical,Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 Submittal Type Revisions: 09-17-OS Date: 07-02-08 Scale: 1/16" = 1'-0" Project No.: 07155 File Name: Drawn, By: NMA Checked By: DJD Jurisdiction Approval: SITE REVIEW ONLY NOT FOR CONSTRUCTION P N NOV 5 Z008 Sheet Title: Sheet No.: LA-1 I zof I {PpClfJes '.~LTHJ:lNIA' ~.IQHT/N." FEATURES, & SPECIFICATIONS INTENDElfUSE ~Use fOT'waikways;,plaza~ or pedestrian areas. .' CONSTRUCTION ~:Extruded,/ one~piece aluminum, O.125~ wall tpick- fless~Top cOy~ris a'W~lqme~t Qf J2!f' waU extrusion and 0;250. to'p plat~~ 42" 9YQralf heigftt. 'stand~itd. "CIQ~e~-,cen EPOM ga~k&tjng is included" ' , FlNISH- .Standardfini$h is dark bronze (DOB) polyester pQwder, elee.. trostaticaUy.:applied and :oven,.cured., Other CQI()rsav~lJ~b,le ,~~ op,. tions. OPTICAL~Y~TEM,-"HYdrQform~ijjfJ~te~f aPQdii~d, '~Iuminum upper ref(ectur compioed vYit~ $p~n' aluininum,anodized, flCJre~' ~onEiis standard. Cylindrical Jower,refl~ctors al~o availablei Lensds' clear, seamless 10D%virginacrylic,.114.wall, flushfitting~ . ELECllUCAl SYSTEM.-l-ligh pre$'s.ure $()~illmal1.d rn~t~lhalide afla ]ligllPovyer f~ctor ~allasts, lQQ% cQpper woun~'alld factoryte~eq fot r:t!li~ble' op~ratitlll~J:lectfical componelltsare 'tr~y-mountedwjth quick-disconnect plug and are accessible through bottom of'bollard. PorcelaiO, vertically,.orjente~r medium-base pulse..ratedsQ ck~tWlth copper ~dt()y,: n.ic~~l-pl~t~~.:s~f.lll, ~m~' c~rit~r con~ct IN$TALLATI()N""'"'::fQur 1/2" ((' U"afl~ho.rbolt$ w!th dotibl~i1uts andwa~n. ,ers, ('shjppad,separatelv), 4..V~"'boJt o.ircle.t~mprat8 included. USTING ~ ULIi~ted,fQrwet locations. Listed and lab~red'to comply with 'Canadian Standards (see O.ptions)., ' ~ateIQgHlJmber. KaR~10M R5TS:LPf Notes Type AD BIRTH CENTER ~'REYNOlOS ell;CTRIC P1 Architectural Bollards KBR6 ~ ~ 6" ROUND: 'HighP..e~$u're Sodium M&tal H~lide Incao'd~seent ~' ;~ 4211 ~ -+- &",,",,:,"," WJiigbt15;~~26.6Ib~ (7.~-1~~1.kgs) 'QRL.lERINGINFOR,MATION Cnoolie:the boldface' tlotalo'gnomenclilture.tbatbest'sults 'lout needs' and Write it,on mEHlp~rop!'l:a18 !iO~~ t1rd~r~~l!~~~l!rj~5aS~fJParEl~e (;a~,log fl!lmbQf. l::~ampJ,(I;:' ~p~~ a~~,8~1~9 $r IlD.B ~p, J<fl.Rij I 'Series '1 KBR6 ,70M I I Wattage 35S~5WHPSl SQ$ OOW HP$ 7Q$' 'toW HPS 5111\1 5QVV Mti2 '10M :70W'.MH2 1 116WlTS , (l'!l~umjl bmpnotincllided,: LPI I Qp1io"s I R5 I Reflector' , StandardflaJsd 'Cone R5 Type V 4is~i~uti()~ Optional CvUndricai , R~nectors eVA, Specular AJza~3 'cve pratk Alzak e..,G' Qolg A'~ak. CYfFlat black T8 I Voltage I 120 208: '~49 277, 34tt 1115 Shipped i nstalled:in' fixtUre ~fSlflgle' fuse, (120;'.~711' 341V"~)OW, not availabfe with'T8) , OF Double .fiJ$e{~O&~ :240' Q~ly, not , !lvai.l~bl~ wiUtTB) LPI lampinclutfed as standard lJl.p ,ls$$ ,I~mp HZ4' Overall h~ight24" Jl300v~ntl! h.,igh~30" ~360yer~1I h~i9h~ ~p. fDF~stoon outlet, f(jGr-qijn4.faultf~$toQn, Q~l~t 'Xl Diode UncandescentonM 'SCLScril)~d lens eR Enl1anc~dcorro$ionrasi$" 'lance CSA Uste~ and labeled toeompl\, :With Canadian Standards(12~, 271, 341V onlv). .". ' Arcbitsc;tutat' Colors (powdor 'finish)~ I,lilpdard CC)hJrs QUBDink ,bronze ~standard) OW" Whi~~ DaL Black Cla~sje ~qlofs QM8M~~iuli1 pro~e. nNA Natural:aluminum p~S ~and'st~g~ DOC C6arcoal~ray QTG Tenf1i~ green DSR BriQ,ht red OS8 ~t~,Il,1lue Acc.e~spri~s: Fiela.inst1llled.Ordef aSseparata ~alalo~ ~u~t)or. tl~$ Half.~hield f~r; r ro.ti.nd NOTES; 1; 355' and incandescent avallabl~ h) 120V' onlv. '2 Use coated lamp wllb metal ballde sources;, i 3 ,Alzak is 'arevisterdd trademark IlrAlCOA.: 4 347Vavllilllblli in 10S(iIltV. Ii Optilmat mlllli-tap' boUas~ t12.l!, ?Q8, 240,:,2m't~ 6 Additioflaf ~rchit~l::tura,lcol~rs ,~vallable;;seQ Archite,clural Color$ Jlrochureform no. '194.'3, JJutdPAr Sheet#:: KB'R6~S..M-1 SL-4DO :'a,:.l,'THDNtI4~'SH17.NG~ F~ATURES &: 'SPECifiCATIONS (fatalo~ N~m~:et' '" . ' KAD250M R318 LP'" , Notes rvP.~; IAQ 'alf{TH c~teR. R~YN.OLP$'E~~CtR.(C' p; IN~NDEDUSE ':Jd~al. ifQr.pai1Mo 'pr~ast~trll~l!g~g,.wal~V$'~~gca~ fQtp,~ CONS11tUCI10N .Rl!gg~d,di~'c~$~ltc!Ql1teraiiln:linpmlwusf!l9 ,with O.lz-.nDliainafwcinJl1ictme~. P1Q.castdooJ:: 'rrame has 'impact~iesi~~~ ':til!!ipef~~; q'~ss'I~t!1a(it f!!ilV;$a$~tl~~~ ,~' 9~~.pi~~e wlj91~r ':$1IC()fl8.' :flN'~tl StPnPli~d finjsh'is dark bronze (DOBrpolYeSterpQWdetfinis~,witbDthilrarchilecttlralcolors alJ!lfla~le. ' ' ' OPTICAl.SYSTEM ,Anodize~, ~iurninum~vdr~form.Qd're~!Ic;tor~~ IE.S'f~lrcuto~'~i$,~ibutil)ns~'(~symlJ1etric), R3, (lIWlIllJ1etrick Il~ (fQ!W~o~tnrow) llfJ~fl5S(liquare) 'llr~jijterCn~1!9~,~blt~ ~igh.pe"oD11anc~: '~nodiied,segiiltrited llfurillilUm reflectors IES'fullcutOff dIStrlb.Utipn~ ~R2'(il~V"mmet"cl,:,SR3 (1l'Wl1'metr'i.~)5an.d' s~C'(fQrwar(j'lh(ow. s~arp cutQffl. Se.g~Giliedfiflectors ,attach:with <!ooJ.le,s~: ;as\8ne~s' afl~.ar~ Jotatabr~ 'and (ht!l(~hange~~le~ ELECTRICAlSVSTErv1' 'Ba~aSt Hlg~ re8otance;~hf,gllll.owetfa';lot'(Or'7(H50W. Conslent.wa~ge,~.utob1lnsformer ior'11~~W. MetalhalidfJ ~5nw:and ~!3.towara standard wjthpulse'st8rt'ignitort~~bnologr. ~Upef CWA'pulse~sta-rtli~I~~st~lJuir~q for'2g(}W:~~OW~~.~ mw (S'~,'\~P.t!ord, ~!lll~~ i~ :cop'per-wound llnd ;lOG%.facrorv-teste:d. , " , ' SQcke.~..porl;el,ai~, hori%On"Iiv.p"ente~ 'lTI11dium' base ~~ck,tf9r1a~1~:llnd 'mogul b,ase, sockhf,for115Wand ~b.9v!1/Wim~C:9PPf!r~!IQYi. ~i~~eH)lat~~'~,~r~ ~1:l~,,~~a cellJ~r,I:~!\taet. ULliSted1500W,60OV: :tJSTifiG UL Ustaa :(standird); CSA,Certified (sea Optioilsh ULIIsled fof. 250C am~itlllt,'lI'itl \Y~t !9'clltions; ,IP~5 tatedj"~~c!Jrl:f~nc.~,With~andard lEG 529. ",',.. :Sp'e~itic~ti.on;.~u~j~c~ to c~ang~wif!1llutnatice~ '@ ': " " .. ....' .. ," ,- . . Soft Square Cutoff Ughting. ~' , " , ,'" ' ,,' '. . ~ .',. "...., ',< '~"', ' . .~ " . " . , '. ". , , " . . .' ~ KAD M, 'ETALIfAuD,E,',: ." ' , 70W;4QPW IUt;..PRgSSQRE$(JQ1UiVI ,70W;;400W ,2()~ to~35' Mounting ORD'ERING'INFO.RMATIDN Specjl1catioiiS~ 'EPA:t2ft.2 '*Wei~bt 35.s'lli~'~la28 kg) lel)~th:l1,lJr. (~.5cmr Width: 1.1.1/t (44] .em) D9p1h; 7-1/~' (18:r 'p.m) t-~, 4,,-1 '*Weight~3 ~Qnfig~r~d,i!J: .UQ.2 Qnt} eX~mpte below. " 'For shortestJead tlmes(configure product: lIsing :~~'p4~nf opt~Qn~(sbQwll. iil ~OJ~)i Example:KAO .400M R3TB SP004lPr lPI I , :~ lamp,1lf 1 LPll.amp ". '.. 'included I.ILf* : Less '~amp' ,y '~ ' I , 7~118i# (18~1 em)' l 'I ' .17.U2~ J44;~ qnd KAD " I' s~!:resl ,Wattage, '\ KAD MBW ifllim ' h1llli1e. 11 rfl S ~q r.Jl: '70M'~ ,~l; ~foOMt 1082 150M3 lQO:~ 175M1 150S~ ~ODM4. '2fiOS. 250M ~o~ :32(JM4 3~OM~ 400MS 250M 1 R3 18 J Y9ft'~g~ 120 'ius' :~4~7 21'1' 341 ,4807 'lB8 TSVP' 230ijOliZtOf I OptiQns ,ShioDed installed in fj_ , "SF SingJ~ Jusa {-20, ~17,J41\(t4 Ji f Doub.ts tusa ~O~~2g!l';:4QOlf pO. ,PoY\l~wtray;15 RER' ~EMAMist-lo~k recep" tacJeonlv (i1~ , " pbotocQo~rqn "QR~ :G.t!lI~.:reS!tjK~;$V$~.m1~, ;(U\STO UR~ti{l1e didavlD,l6' 'WT&,: T~llJliJ1~r ~ilipgb.tQc~J~ a,s tlouse.side ~hiQld :C'SA:CSA Certified: ' , ShiQol1d'sG'lli'Jratel\(il PEt f..J~MAtwlst~IQc't~,.,PE (t~" 20~, '2.40V) 'PE3: NEM4 twist-19~~;PE (341V) PE4: NEMA tWist-foc~, PE t4ttDV) 'PEl :NEMA tWist-lock'PE {2m}' 'so' S~o.rteriini c~p for PElf ' , optron ' va:' V!lndaJ guard' ViO; Wire guard I, M()~ntI.~g I ; Ballast I ~ ~flnotH.Jt (b~l~n~) Magn~~h~: :,spo......:Square 04''4'' arm , ' , ballast pOl~: ,gr~afm :CWl . Con~ta~~ Rp~-,-RQuJ;l~ 0"9' ,tilt' a.'w~tti.lg~ pollt' , ," nnisolated' WBO;... :Walr " "~, 1~~rmPlllceSfr.rl bracket ~ ",1.11/; WWOWood . . .~.!t~.rt.l.""~' ..,..., pole 0'" SC.WA,Super ;wiill CW", , p'UI~8 P-ADlafi O~lii'8earm 'start , -' Jj)OI~)l~. balltlst DA0:12WB ,degree: ,arm ;{W~U)12 WBA Decor~ti\1ewaJ( btacketJ?,13 ..' ,~KMI, Mfist l!rm 'Q~~fi)~ifi.~~f KTMa TWin mounting: bar' < J finis~'~ . 'lbfan~} Dark , . bronze: DWfl:WhJt~' : OBt. Black 'DMS: Medium ',' 'br()~~~' DNA, Natural ,,'umlnnm t DiSt~jbuti6fl J4v:drrifnrf118~ renedor~< " .fl2' U~S tYPE1H ~~ymm~~ic~ ~IE~ (yp$If"~$ynnn~trlc$ 84 ','EStYP," e IV forward ' throW' . ", ' R,5$ 'J~$ WAf.! V $.qu~rf1 ~rnented' reftectorlt .9: :Optionlllfi~B-t.!lp:~!lIlIll!~{i~~;~O~, 240, SR2 ;IES tIlpeU~S\'Wn:'~triG6. ;lP'. :~~~:~~~~C,l9ryf9f'aVlJilisllle wa,tt!lg~$: Sft3. J~S typ8,IUaSY!flQlstricf'1l '$!"armisr~quir~dW~fJo~opr!ll(lre SR4SC IES tvPelVforvvard throw' . ;Iuminaires are orianlad:on'Q aGO drilling p~~~rn. NOTES: 12'Shlp~ lJep~rah~lV. :Accessotjf1~ r~ntllv~jl!Jbi~;wjurScwA; 13" A~JI8bl~ wjt~ SPPQ4}Jn(l~PD09; Qrdf!r !ls's~pat~ll!~'141ol1:i'!wribl!r~ 2 Not~vaililble Witb 4611V.t4 Mu~~ sP!JCifV,vlltt~g!t. .NIAWii~ lB. 3 Nbt8vailahta:wlth Jay. 15 OnlY.8vailablewithSR2" SR3, & SR4SC, TeQol1 MaunU~~ Slipfilter 'Numbet QffiXtuto~' 4 MU~fb!J:oldar~dw!tfJ,~~A. QPti~~, ",. TenonO'iO. ,One TWo@18l}O 'Two@900-' Three@1-20Cl lnree@900' Four@90Q I) Rf}Quced fa~~e~/~~8r~guir~d'for' '16 ~~" allowa~le waltag!l ~amp (nc;lud!!d" ~2:'3/8. 120-190 1720-280 T20,29~o T20~3207~, T20'-39o.~o T20~490211 SR2,'SR~otld'.$R4SGoptics; )7 M~y6a,ordeled as sn'accessory. 2.7/8. T25..190 T25.2,80 T25!29020T25-320 T, 25,;39, O,,2~:, T, 25~490~ $ Ho.u,a(l,side~hJ(M a.vallalll~. 'IJl Soo www.litbonill.cpmJDrcholot~ lor ' 7 Mu~t'speclfy,C.wi1or'.rsei,n'Canada.. "additlbnalcolor'options~ ' :.,;; T35!190135;280 T35~29()2fl;T3S~32.ri'Ta5.39l)2O: 'T35.4902Q: ~ Optio.nalmulti.tap,~al.li!~ ('~O, 208; '1'9 Ml.I#b.~,sPtlcifie~.' KAOVG. Vandal guard 240f271VrlriClinadii~'1~q;2n.,347V). .~, 'M<!$tU~,8RPD09' KAOWG. Wire ,gp,~td Outdoor Sh~e.t#: KA.D..M~$ ,4L~310, LUMINAlRE SCHEQULE $ymbol ~J W '~rQg NUmb.-' 'D~rtptl<m Lamp Fllo LU~, LtF' . OIE:.oASr CUTOFF I~ 26~ R~ ,~LUMlNA1REWITH' HOU~~IDESHIE,t.Q 4 l(e~ff7f)MR5 ~JN ROlJ~P~t..1.;ARQ ONE 2S0~WATTCl.EAR, , ' ST-28 MeTAlWAUOE., ez0tl1002;tES HORIZQNTAl POSmON, ONE 70.WA.TT CI.EAR e.nAMQ.nI\3 fl:S 17 METAL HALt!)!:. ' -~""" .~ VERTlCAL8ASE-:POWN POSITION. ',' , 6000 0.72, A 4 19500,0,72' .. . Q STATISTICS M~Jn N/A Av9/fttln N/A D..crJptlo" CaI~zonf1(#1 ,yrnbol + Ava 3.2 fc Mln Max 96:t fc O.Ofe '~~#. .. .J '~urHDNfA L/SHTTNJ; FEATURES & SPECIFICATIONS: CONSTRUCTION Weldable-grade, bQt"roiled".,commercial~ql.laliiv 'carbon steerttihingwftn arninirfulljf'1/i~'dClf ~M100',fls~ (U-g~liQ~): ~l),opn p~j(1"Q~I'lJ~),l!.ilifl!r'n'i waJr:t~lckness pf J2.5~ Pf. 1,88~,. $haft~ ~rQ(.me~pie,!:e, witll a.lpngitu~iJl.ld Qief,:tric. resist~fJc:e .weld. Urd{Q(mIV, sql.1ar~ in' crO$~':s~l;tton. With fl,CJt$ld~s, small corner radii.and 8xcallent:torslon. Availabla, shaft widths are :4", 51! ~!la~"~ Anchor. b~s~1 is ,fa~ri(:ate(l fr,otn,:hQtWoll~d ~arbol).steer plat~ ili~t i1l~$~S Qr' exceeij~'~ m.inimum vield $~rengtl1'Q!j~~ooo psi: The allchor .bas~ i$ ptovlded with slotted holes. Base cover'is finisllaiho"match p'ote: A 'handhofe:having 'nominal dimensions ot3;'; x:~ for all shafts. Included 'is ~~~vetwi~h a~'lchm~!1t' '~~teW$. T9P ~iJP pJ:9Yiciep WiJh:~lI grj"'U1QuJj~ poles!, f~~en~r~ '~r~~igh~~tf.eJ1,9~O g~JI(Alii?ed~i,w:pJ~t~d.Qt ~t~inJe~,$ '$~~~!, flNISH-:. :PaI~: 'br~nze (00'(3) poIY@$Jer P9yvijer~,t~nd~rd,O~~r: 'l~p~jt~f;" tural \!~IQr$'a\lailable.. GROUNI,lIN~-;- AllutholcfQf: Jo,catediJl1mel;itl:l~i{jn$idS'~he handh.Qi~:,Fjm i~ provided witJu '1/2" -13 UNC"9rourid bolt and nut' ANCaORBOLT~i,."... Topprcltion of anchorbQIt'is ,galvanized psr :ASTMA. l,P3. N1a~~ Qf ~t~ti' n~d.h~ving@ minii11,umyiet~~tr~nlgt}l9.f~5~QQO P$i. Cittill~~ N!!!Ilb.~r .$S$16'4C'OM19 SBC4 w.tta ~7 95, Notes Type l\D BIRTH 'CENTER.,. REYNOLDS ElECTf{IC P ':> A"ch9r IJ.S~ Pc)l~s ,-', ORDERIING INFORMATION Choose the boldface catalog n9mellclatijre\hatb8s:tSl.iil~vouine~ds and write.Jtil)i~e;apPf9i)J:ii!tel1lari~~ .. " , ' ',' , ',.,' " ,', SS$, 16 4C ,I I I I Shaft tvP~ l l\J()p1i~af'~~~ft Nominal: 'shaft base SiZfil '$~S length walt tJ,icknes$, Mounting' Ie.non NJ9u,nting PT Qp~nt(lp 120 2~3Jt 0.0.(2" NPS)~ T25 2~7I8"O.l). f~~ lJr.NP$) :r30~ 3-1/r 0.0.(3' NPS) T~52 4":Q.p;(a, 11~: NP~}: Oril~Moupti!1gl, 'OM19 iQt!lO~ OM?8 2'Eit180c! 12CPxxf DM28PL 2at1800withoneside '34C~xx~ p"o~g~4 '1CP~ QPA~~ ~a(SW i2NP1Qt4 DM39 3Bt.900 34NPxX4: 01Yl~9 ~'E1t9DO 1N.P,lQt4' Aei~s Dri!J Moiiriti~9~lnbc~", 18t900 l~~'8QIl 2at900 hlQOo 4at900 10- ~39 f~et (See baokp",~a~~ (See; back IlJlg~.) :HANDHOLEORIENTATJOI\I' .~' ,~<'~:', ":":P! '\./ ,; ~ IJ t,. :," .~": .,', B " ,II., ;1, ' '(4., , .~;.'~ .,~'..:. A. HandtloJ~ DM1$As OM~8,AS DM29AS DJnS9AS OM49AS NOTES; 1 . Whel1 orde!ioo:tElnQo, mounting and prill ~ou"ttoJJ f~r ,the, S8'!'e' pO,le.~lIor'h' ~hl's.:~)(ampl~:, DM2~1J'20. 'J'hq comQlnano.n r~Ulr9S,jit,n ,extra uan" 0 e. ~ ',3-1J2~ an~ 4,'! ~~1l9lJS ,availal:>l~qll R~ "!l~ ~~shaffs' ~mly. 3 th.e'~rillln{t tElfflP1at619."be uso4 fat a pa"loular !uminair~td~pend~ 'on..tllelumll\aire that IS ,used. Refer to the TechOlcalD,ata Se:ctlQ'o of lIle' Qutd(!orBinder for ,Piilltrig Templates;' '" 4' Spe~iy' 'QPa.t!~'l'~nd ~r!j)ntaii~IJWhep orc,ferln9.QP~i(lO., for 1~~?C";$p~cify'1he h~jgtiti~fel;lt '~bClv~~~~eQ.1p!)I~~. Exampla; 5t'r.....6..,ild 2M ..20. For2ilQ "K';, ,Specify Qrieljtatioll fl.onr hana~ol~tA.~.e.D) Befertothtl H.<!.nqhofs Oriljntaricm d.iag,."" g.nt~i~pagB. 5 flciilz(iri~l, ~rm is 18. x'?-~~8"" (i,l? :tenQIl ~tan4ard. 6 Combination' ofrenon.top and drilJmount 'requires oxtra handhole. ~ Addi1ion.ll,cqlors available; see, Archi.tej:tL!ral,C()lor&bf~Ure; 'form, no. 794.3, sss SQUARE STRAIGHT STEEL Example:: ,SSS 20 5CDM19 DDH 'MROftTANT'IN$TAQATiQN Nom: , Qo not.'erect'poleswithout having fixtoresinstal!ad. .. Fact~!y.;supplied te/flplates must be us~d'whell set!i!l9 anchor bolt$,~it!tonill Will nor l\ccept cl.airnf~r incorrect ~nchq)'ag!l .pliuieritent OU8:t()' faihirelCl use fl!ctory template, ' ,.lfp~les are stored, outside; aU prolectiv~ wrapping must be .remove~}p1!!1adi~teIV tn p[e"e/lr~nis~ d~fllage,:: " · .litb,9ni~l~lJo.tr8S11Qn~~le for thefo..u.n,4~ii(m de~ign; '.Instllll~ii,onreq!lj~l!$ grQut to be Pllcke~' ul1ife(~asno.~n$ure Jull, contact :with foundation. Outflopr SheCitt#fP91e-$SS Pl '",320 ~ D- A:JVO\J~~Y Date Received: 4 1 , ~J 1':J,"f:J~ ., ~ .c\ UNOERG~OUN] L[NES ~ "QL ~v TELt:PHOI'\t: TRAN CURB CU~ ANO R[P~JR TO IiA lCH EXLSTlNG ~rRr ~rA ~r-' 'I;;EY~ Final Submittal ,..c= ,~ W' ~ .~ Cl) , "l PP \![TH \JNDERGROUI'\1) UTJ\..[TY DROP 31' JRON ROD \ GPq Qlav ~ ({GP ICV o =1157 3B" FJR o O~~ 3e" FJR o =1159 1"21' FJR DM19 Sf:tC4 I II' ' "QPtio.os S~ippedln$rai(ed ' Architectural CoJors. lIAB tessAnchorBoll& (powderfinish)l YD Vi~r~tiQf) O~roper S~nd8,dC~h~r$ TP TamperProor ODB Dark bronze H~' HorizontalArm OWH Wh" Bk f (rfix,tu ,) , , 'ita , rac e, .re OBL' Blk f:Dt.xx4 FestoonOutl,etless ' ," , ~c,. electrical' " , ,Ctassic.colafS fq~ Festoon, G,FI Ou~et.. OMB, M~dium ~t(Jnze I!:isselectflcaf' . 'DNA: Nal~;al ' ' lJ2~ Coupling aluminum '~WCotlplirl~ DSS Sandstone r Co~pJin9, " , DGt, Ch~rc~a'l:grav lJrThreadedNipp(e '. ,. 3/4"ThresdedNippfg DiG T~~nl$gre~,n, l:'Thte~d~~Nip'pl~DBR. ~nQhtred Extra ltandhola OSB S~ef blup, " ", QALV Galvanized . finish" ~ o =115~ 361' FJR :ft5'5 36" FJRJ :ft5 4- 2.e" FJR o 0 =115'3 3D" VCR o =1139 36" FJR o =11313 2.B" FJR oet.;?c;r =113'5 2.B" FJR:J =113 4- 3B" FJRI:J \ -AX _0- 2200 o :U29 2.+" FJR f? o =112'2 3DA VCR o 0 :ft2'3 =112'B 40'" VCR 2.B" M PLE +9550' lOt' or FJN1SH CONCRE.TE th PA1l w =1121 2.-B" VINE MAPL t.S 0 =II:!~ 4B" 1LCCK :U38 54-" FJR:J .. r c ""-I. ~~v. ~~ ~. ~ ~ 'Sf.Je NO L ~54"03//E ~ ~p ~ " - , r +~~ \ +16\0 I J .~ 0) o C'd CU .~ --~ S884 L6" 40 vE . -0.0 V + + ~ ~. 0.1 0.0 :if "2 FJR (( :ft6'3 + ~6" 0.1 O~ o. =116+ ~" MAPL.f 0.0 0.1 ~ BUILJlING ~ SIJ:jI\ :Jt6~ 2.B" FJRI:J =116'5 14-1' MAPLE o =116'B 1'21' MAPLEo p~ o :Jt6t 2.el' FJR c :Jt7~x 3B" FJR: c =116~ 14-" FJR t~1 ~Jl.1 4+1' F7'\ +0.1 +0.2 c =115~ 8.1' FJR =1149 + =114'B 14-1' FJRP 0.4 51' MAPLEO +3.4 A \j ) :: ,~S 0 \j )A 3 ~OWS < A ~C, T=CTS LLC I +8.9 +3.,~ =" + .J. i!J O.4flm' K'...- 1:0 L BJK~ - .\ ~CK +i.f+~4f ~_ FlNCSH $GRtpDF ~I .-.:......J ~, X t:J'l1 t<Y _ :ft3~ 3'l31f GR~ND F[R ,/ 1430 SE 3rd Avenue Suite 200 Portland, OR 97214 Tel: (503) 239-7377 Fax: (503) 239-7327 www.ADarchitects.com r-- '\ =- Lr "' $ 4-3550' FJNCSH FLOOR 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. \\ " <Jlo. , ... '-n ^C <R ~iil , ~?..l ^9~ \v1~ Peace Health Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 B1RTH[NIi LEN1ER SQ. FT. ~57.2 T~ ',=T IS ~ ~"......,............u_'c{'r, ---~---=-. . \~~ Submittal Type Revisions: It: 5 8.4 SUN]U~ ST LQCUST =II:! 461f~FJR t-EW 6' TALL C ~OODF~C IND Gh 1E _....l_..~_.r-!""r Date: 9-18-08 Scale: 1/4"=1'-0" Project No.: 07155 File Name: XXXE1 '.., ' '~ N9~OD"E Drawn By: BOl Checked By: JMA Jurisdiction Approval: ~ . PAR <I ~\jG _0 I P,O I 0 V = I RICS P _A \j APPLICANT WILL BE RESPONSIBLE FOR MAINTAINING THE SCREENING HEDGE ON THE SUBJECT SITE TO ENSURE THERE IS NO GLARE AND LIGHT TRESPASS ONTO THE ADJACENT PROPERTY. REMOVAL OF THE SCREENING HEDGE WILL REQUIRE THE APPLICANT TO REPLACE AND/OR ADJUST ILLUMINATION FIXTURES SO AS TO NOT EXCEED 1.0 LUMEN AT THE PROPERTY LINE. SCALE: 1" = 20'-0" A' ( \ ) '--/ POLE LIGHT FIXTURE HEIGHT IS TO BE NO GREATER THAN 12' TALL. NOV 5 2008 :anner: __,_____' Sheet Title: PARKlOT -PHOTOMETRICS Sheet No.: =3 13 of /!J; pQge6 ~ , @ " F.O.F. b I b <r- @ " F.O.F. Q)~ €Y " F.O.F. b I b I'- ~ b <r- F.O.F. @ " o Q) " F.O.F. , . , @ " F.O.F. ,,: . .. .. :. ...... ... . . . .' . '. 't, .'. f .... .... '.,.. :. . . . ....',.' f.- . '. '. . . ",.' .. . ,t,. . ".. . ... .. .. '.. .. .... . "." .. ':. : : ..".. 'f .' ,'. jot "',' ,t .. t, . .'. 't, ': . . ,t, . 't :. , .: : .:. .: '. I '.' '.' : .. 'f' .. .-.; " \ ,'" ..:ll".. '. .." 't" .. _'. I,. .. .... :. 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': ... . .' . . .:. :. . 'S .... '. '. , :,,', '/: "" ." " '" '\I '. ," ' . '. . :' . :." . '.. # " ',. .. , .; . ,,', .' . ., .:..,.... ",,,' , "'. ".. . '. , " .. .. .. . . . ,', . ,"".. ".' " .. ", '.'. . , ...... .' . .' t.. , .. .... ':.. ' " " '. . . " ' . .. . , . .' . :.,. ..' .' . '. '. ..... '. .' . .... " : . ".. .., . '. .. ~' .' '. .' . '",' ' . ',. , ." .' ,," '. . , .. , ,,". , ': t', .., ., . ',' '., . .," . '. . .: ". ~ 'b' '. ..' .....~... :"'~. ,... ' , '. b I f.... N b I (0 cp , F.O.F. ~ , , - -', b <r- I N <l , . , ~ ::> " UJ ~ , '. ~ ::> " UJ <l .... , .... b <r- I N , .... , .... ~ => " W '., " .'. "" " ~ ~=:e II J ~ ~ @~ . :~ "l:;f' @ , , b I ~ -',- , , F.O.F. , , G) ~ '1 7'-0" 12' -0" @ 6'-0" , ., F.O.F. , .... , , . . . : . . , '.,. '.' '" II , 16'-0" '. . " ' , , ..' .. . ::..'@ :. . 3 .:....... ;.. '. .. , ., ':' , '. , , 1. =LOOR PLAN .. ".' .. , .' . 51-4" ,,<l . : '. .:'. .;:: -.-. - - [,,)(7(1. I }~ F,Q,F, ~ " ' ", <,' ,:'" ,>,:..;,'~: ':: :,":::>ii::'::: :1::' ':' . _:J , ,.......- . ~- '",: ,----'.. 1~' ., '" . .., . . ~ t I I r. - . ..' . .... .... .. " F 0 F , :. ."7~-:: .~:'I'JLj_J..~.:~t :":'.<l' :.... ".;. '..:' ..... ......:.... ..:.....:..... . :..... '. .:-..:.... ':.~"...':. . .... .' .~ 1"" ~ ,.... ..':. . .... .' ...... r... . '. , .,.. ' " ". '. . .' '..,... " . , ' . " , ., t t,." I'" .':: ., '. . . :. :.. ., . :. .:., I...: '.. ......... _ . ~'. :. P4ACToH NCRETE '. '. ..... . .. . . . , .' . :'j I: . . . , .' . '. . :..' AS 2 '. '. -..:, T '.. ....' 'i--. '. .' . . .--:.' '. . '.. ", . ". . :" '.' ;"':':' .:-.' :" :". ". " . :" '. . .' : .... '.' '. . '. . :. . . .,:.... .... .... . '. '... ....:.1... . . , , ..... . . .. ..... . . ..' .' . . ...... . ". ~. .. ......... ..... ',' :: . .;,. ". .-:.... -. . .,., " .' . '. " ...' .: , ' , CONCRETE. '., :'.. ..:.... , .' . ~AtH''',' .:.... f4\.... . 91-4"'. .....- :' .... ~'" .... : " ,f . .' ':. :' 'F.O~F:' '. '. . ". .,' .F:9.F. <l. <l,T ., --7~~ - r", - - '-71 " ( '" - -:1:-::= ?it. I I IIK~-" II I , r- -..=-:- - - - - -=r II' I ~ _-'_________ -t I ~I-'l ' II 1-.1 II k:'__._~ t k:'_I__I_~ J I i --,-I-- I" I I , I I 1 ,I EQUAL 4.. EQUAL I IIBIKE I) {' I,~CK -'- ~ I-~ ~I: ~-6" .1 .,' 7'-0" J 11'-0" ~ @ SCALE: 1/4" = 11-0" , , --, '.. " '.,' t- .. .. . :.' .... .:.. ROOF _---... ..., '. :., .'. :.' . .... DRIP EDGE ________ .... . '. ". '. '.. ... ABOVE -J . . '::.".' ." <( . ',:' . :::> " UJ I . ......': .... : .' . '.. . '., ..... . ..... .' '. ;". ., ) '. : . .' .: .' ..... . '.. '.: 3'-0" 22 .... '. X .... .... ...~".C~N~REi~.. :... . - 7'-0" / :.., :.., . PAD' , '. .' .. /' . .' .... ,'. - -"I . .' ... .' ',"'. :...... ~ . ,.' " ., . - b CiJ T;' f.... (t) ELEC. ~~~~ [-, METER "'.4.. J AND "'- DISCON. . I GAS -- METER (~ETERo , ~roJ .' I. W jFLAT SCREEN TV ABOVE ~ F.B.O. ___GAS FIREPLACE W/TH.STAT. ICE T.B.D.~ ,MAKER MICR 7 " I - , A8.0 - :::-l ~ 435.50' f. 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PANEL PANEL , , , , 15'-83/4" , , , , ADJUSTA.BLE SHELVING 3'-0" X 7'-0" AC COMPo , .. " .. 5'-0" <0 o CLEAR OFFICE STORAGE I 123 1 r-, PRINTER ICRAWL I SPACE e IACCESS' L_--.J P~PER RECL. @ EXAM I 120' SINK-01 B "._+44 ~ GFI A ' 1 A8.2 I EXAM ~: ' ' 1121 I ~ S INK=01 "~,~-B~'~--- , /"'-~i:l ~ ~ EXAM/BIRTHING I 1 04 I :@l \: + 71-0" -ALIGN SINK-6 AA W S COORD. L 1 05 I .... CLEAN SUPPLY/ EQUIPMENT ( 117 ] AC COMPo 3'-6" X 7'-0" -~ .... SINK-01 +44 BABY GFI EXAM J 11~' A 'B~ OPP. , F.O.F.' X 7'-0" ~ <r- ... <x> 12 , . " 24A 248 ~;~(r.. ...f'-O: ~ X \/ X 7'-0" -f. 7'-0" ~.' , 0:: b < IW rod , , , '1 91/4" \ 23 3~01l \ 7'-0" ~ PATIENT KITCHEN t 109 J qp W -I @ , 'I" ROOF EDGE ""- . 12'-0" , , 3'-7 112" , , , ., 51-6 3/4" 3'-7 112" , J , , t.. , ceoRC. ~ 115 , eo0RC. I 108 I Jl CD " .. J.C. I 115 I SINK-7 JJ~O" 7'-0" CD <r- 2,-tt \t~ :.::: ;' ;'- ~ - I'- ~~ C GFI +7'-0" ~ BWA 9'-0" CD X . r 7'-0" 8 SOIL QA ~ 114' A8.0 I + SINK-03 ca B +44......, GFI ~ . 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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 DABROWSKIARCHITECTS, LLC. IS PROHIBITED BY LAW. CONTINOUS _ ROOF VENT ...~ ... PeaceHealth Medical Group Nurse Midwifery Birth Center 353 DEADMOND FERRY ROAD SPRINGFIELD, OREGON 97477 ~ T"" -~ M C\l TOP OF PLATE ~- r /- STANDIN3SEAM ( r~ETAL ROOF 121 6/" ~ / ! 1 ':,'Iill Ll1 I I I II J,'.. I I I LLJ I I I U II I I -rT-L_J.. I I If-T! I I I T'l r I r I i I I Ll I l.-L.L Ii IIIT-I"111 Y' I ! i 1""T I I I I I: I I I I IT I 111 llllllllm ,.. I I j I I I I 1"1 1"rU.11 I 1.11 L Submittal Type Revisions: ..' , i ! " ~- TOP OF UNIT , -- , , .' , .' J r Inn - -n I n 1_, I I I I . . a-L.L..:, I I I I 1 I I I I \ / 1 \ I 1 1 1 L 11---------------------------[ I ------ I I------------I-----+---------I-- --\------------------r-J....------r--}------r--1 _ -----------_________________~_______L_____________~_.__L________L__~__________________ L______ - I I 0 I Date: 9-18-08 Scale: 1/4"=1'-0" Project No.: 07155 File Name: XXXA4.1 Drawn By: BDL Checked By: JMA b b -' .. ~ Co 435.44' TOP OF SUB-FLOOR ~ ,,-~ 434,~::"~~DE b , M Jurisdiction Approval: 2. PROPOSED NOR II-. ELE::VA I ON SCALE: 1/4" = 1'-0" Sheet No.: A4.2 / (p 0 j- / & .pa CfS