Wallowa County Health Care District SITE SURCHARGE ... Permit Set.pdfLa Grande, OR 97850 TEL: (541)...
Transcript of Wallowa County Health Care District SITE SURCHARGE ... Permit Set.pdfLa Grande, OR 97850 TEL: (541)...
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DIMENSION TO FACE OFFRAMING, FACE OFCONCRETE, GRIDLINE, OR AS NOTED.
CLEAR DIMENSION TOFINISH FACE OR AS NOTED
SURFACE SLOPE
NORTH ARROWPROJECT NORTH(SEE CIVIL FOR TRUENORTH)
DRAWING REVISION NEW SPOT ELEV
WINDOW TYPE -REF WINDOW SCH
DOOR TAG
WINDOW TAG
CALLOUT
DRAWING NUMBER
DRAWING NUMBER
EXTERIOR ELEVATIONDOOR NUMBER -REF DOOR SCH
SHEET NUMBER
EXISTING SPOT ELEV
ELEVATION TAG
KEYNOTE
BUILDING SECTION
WALL SECTION
SHEET NUMBER
ROOM TAG(E) 98.75'
INTERIOR ELEVATION
0' - 1 1/4"
0' - 1 1/4"
1A101
SIM
1A101
SIM
DRAWING NUMBER
SHEET NUMBER
198.75'
ROOM NUMBER
1/4:12SLOPE
Room name101
150 SF
SYMBOLS AND FILL PATTERNS
EARTH
GRAVEL
ASPHALT
METAL - STEEL
MASONRY - CONCRETE BLOCK
WOOD - FINISH
*WOOD - CONTINUOUS
INSULATION - BATT
INSULATION - RIGID
INSULATION - ACOUSTICAL
WOOD - PLYWOOD
GYPSUM BOARD
GLASS
WOOD - PARTICLE BOARD
METAL - ALUMINUM
CONCRETE
MASONRY - BRICK
SAND
*WOOD - BLOCKING
INSULATION - SEMIRIGID
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A1011
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FINISH TAG
A11AC
GROUPASSEMBLYSTUD SIZE
MODIFIER
WALL TAG
NameElevation
CEILING HEIGHT ABOVEFINISHED FLOOR- ALLCEILINGS 9'-0" UNLESSOTHERWISE NOTED.
CEILING MATERIALCEILING TAG
1t9'-0"
A-1
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GENERAL NOTESCONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDINGWITH THE WORK.
DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. NOTIFY THEARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.
CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS.
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTOR'SWORK, COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS, ACCURATE LOCATION OFSTRUCTURAL MEMBERS, AND OPENINGS FOR MECHANICAL, ELECTRICAL, ANDMISCELLANEOUS EQUIPMENT.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CLEARANCES FROM MANUFACTURER PRIOR TOTHE CONSTRUCTION AND INSTALLATION OF ALL EQUIPMENT, FURNISHINGS, ANDACCESSORIES.
CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE DURINGCONSTRUCTION AND UNTIL PROJECT COMPLETION.
CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES, WHETHER INDICATED INDRAWINGS OR NOT.
PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR GRAB BARS, SHELVING,EQUIPMENT, HANDRAILS, ACCESSORIES, AND CABINETS.
COORDINATE LOCATIONS OF IN-WALL ITEMS TO AVOID BACK TO BACK INSTALLATION.
ALL SAFTEY GLAZING SHALL BE PERMANENTLY LABLED WITH THE MANUFACTURER'S NAMEAND TEST APPROVAL INFORMATION.
SEE STRUCTURAL FOR REQUIRED SPECIAL INSPECTIONS.
SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL ANDEQUIPMENT INFORMATION.
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PROJECT CONTACTSWallowa Memorial Hospital601 Medical ParkwayEnterprise, OR 97828TEL: (541) 426-5400FAX: (541) 426-0321ATTN: Dan McCarthy, Plant Services DirectorEMAIL: [email protected]
Clark/Kjos Architects333 NW Fifth AvenuePortland, OR 97209TEL: (503) 224-4848FAX: (503) 224-7116ATTN: Erin Couch, Project ManagerEMAIL: [email protected]
Marathon Development, Inc.12600 SE 38th St. Suite 210Bellevue, WA 98006TEL: (425) 233-6974FAX: (425) 675-4599ATTN: Troy JohnsonEMAIL: [email protected]
Andersen Construction, Co., Inc.6712 N Cutter CirclePortland, OR 97217TEL: (503) 283-6712FAX: (503) 283-4393ATTN: Jeff Sawyer, Project ManagerEMAIL: [email protected]: Dave Drews, SuperintendentEMAIL: [email protected]
Owner:
Architect:
Owner'sRepresentative:
GeneralContractor:
Anderson Perry & Associates, Inc.1901 N. Fir St.La Grande, OR 97850TEL: (541) 963-8309FAX: (541) 963-5456ATTN: Brad Baird, PE/ PresidentEMAIL: [email protected]
Lewis & Van Vleet, Inc.18660 SW Boones Ferry RdTualatin, OR97602TEL: (503) 885-8605FAX: (503) 885-1206ATTN: Gary Lewis, PrincipalEMAIL: [email protected]
Civil:
Structural:
VICINITY MAP
G000 GEN. NOTES, SYMBOL, ABBRE. & FINISH CODEC200 GRADING PLANA0.00 SURCHARGE PLANS1.01 FOUNDATION PLAN
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Enterprise, OR
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Wallowa County Health Care District
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GEN. NOTES,SYMBOL, ABBRE. &FINISH CODE
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CENTERLINEØ DIAMETER# NUMBER" INCH(ES)' FOOT (FEET)
ANGLEPERPENDICULARPLATE OR PROPERTY LINE
AACOUS ACOUSTICALA.D. AREA DRAINADJ ADJUSTABLEAFF ABOVE FINISH FLOORAGGR AGGREGATEAL ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTURALASB ASBETOSASPH ASPHALTBBD BOARDBITUM BITUMINOUSBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBOT BOTTOMBR BUMPER RAILCCAB CABINETC.B. CATCH BASINCER CERAMICC.I. CAST IRONCG CORNER GUARDCGF CORNER GUARD FULL HEIGHTCHR CHAIR RAILCLG CEILINGCLKG CAULKINGCLO CLOSETCLR CLEARC.O. CASED OPENINGCOL COLUMNCONC CONCRETECONN CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUSCORR CORRIDORCTSK COUNTERSUNKCNTR COUNTERDDBL DOUBLEDEPT DEPARTMENTD.F. DRINKING FOUNTAINDET DETAILDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWND.O. DOOR OPENINGDR DOORDWR DRAWERDS DOWNSPOUTD.S.P. DRY STANDPIPEDWG DRAWINGEE EAST(E) EXISTINGEA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMER EMERGENCYENCL ENCLOSUREEP ELECTRICAL PANEL
ABBREVIATIONSEQ EQUALEQUT EQUIPMENTEWC ELECTRIC WATER COOLEREXST EXISTINGEXPO EXPOSEDEXT EXTERIOR
F.A. FIRE ALARMF.B. FLAT BARF.D. FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFIN FINISHFL FLOORFLOUR FLOURESCENTF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.S. FACE OF STUDSFPRF FIREPROOFFT FOOT OR FEETFTG FOOTINGFURR FURRINGFUT FUTUREGGA GAUGEGALV GALVANIZEDGB GRAB BARGL GLASSGND GROUNDGR GRADEGYP GYPSUMHH.B. HOSE BIBHC HOLLOW COREHDWD HARDWOODHDWE HARDWAREHM HOLLOW METALHORIZ HORIZONTALHR HOURHR-E HANDRAIL, EXISTINGHR-ME HANDRAIL, MATCH EXISTINGHR-1 HANDRAIL, NEWHGT HEIGHTII.D. INSIDE DIAMETERINSUL INSULATIONINT INTERIORJJAN JANITORJT JOINTKKIT KITCHENLLAB LABORATORYLAM LAMINATELAV LAVATORYLT LIGHTMMAX MAXIMUMM.C. MEDICINE CABINETMECH MECHANICALMEMB MEMBRANEMET METALMFR MANUFACTURERM.H. MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSM.O. MASONRY OPENINGMTD MOUNTEDMUL MULLIONNN NORTH(N) NEWN.I.C. NOT IN CONTRACTNO. NUMBERNOM NOMINALNTS NOT TO SCALE
OO.A. OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETEROFCI OWNER FURNISHED, CONTRACTOR INSTALLEDOFOI OWNER FURNISHED, OWNER INSTALLEDOFF OFFICEOPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAINQQ.T. QUARRY TILERR RISER(R) RELOCATERAD RADIUSRD ROOF DRAINREF REFERENCEREFR REFRIGERATORRGTR REGISTERREQ REQUIREDRESIL RESILIENTRM ROOMR.O. ROUGH OPENINGR.W.L. RAIN WATER LEADERSS SOUTHSAM SELF ADHERED MEMBRANESC SOLID CORES.C.D SEAT COVER DISPENSORSCHED SCHEDULES.D. SOAP DISPENSERSECT SECTIONSH SHELFSHC SHOWER CURTAINSHR SHOWERSHT SHEETSIM SIMILARS.N.D. SANITARY NAPKIN DISPENSERS.N.R. SANITARY NAPKIN RECEPTACLES.P.T. SPECIMIN PASS THROUGHSQ SQUARES.T STAINLESS STEELS.SK SERVICE SINKSTA STATIONSTD STANDARDSTL STEELSTRUCT STRUCTURALSUSP SUSPENDEDSYM SYMMETRICALTT TREADT.B. TOWEL BART.C. TOP OF CURBTEL TELEPHONET&G TONGUE AND GROOVETHK THICKT.P. TOP OF PAVEMENTT.P.D. TOILET PAPER DISPENSERTV TELEVISIONT.W. TOP OF WALLTYP TYPICALUUL UNDERWRITERS LABORATORYUNF UNFINISHEDUR URINALVVERT VERTICALVEST VESTIBULEWW WESTW/ WITHW.C. WATER CLOSETWD WOODW/O WITHOUTWP WATERPROOFWPR WALL PROTECTIONWRB WEATHER RESISTANT BARRIERWSCT WAINSCOTWT WEIGHT
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WATERSURFACEELEV. =3724.7ON8-30-2010
ASPHALTPARKING
ASPHALTPARKING
LANDSCAPED AREA
EDGE OF LANDSCAPING
LANDSCAPED AREAASPHAL
T WALKW
AY
CC
CCCC
CC
CC
(SEE FRONT & SIDE VIEWS)
CLEARANCES - FOR
SURFACES ONLYNON-METALLIC
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CL POST
CL POST
F
CC
CC
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5 6'
A5'
T.O.S. 3727.02
200' - 0 3/4"
17' -
3 1
/2"
102'
- 0"
79' - 10" 41' - 0" 79' - 3"
EXISTINGHOSPITAL
T.O.S. 3729.52
TEM
POR
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DR
AIN
AGE
DIT
CH
TEMPORARY DRAINAGE DITCH
NEW TEMPORARY DRAINAGEDITCH LINED WITH FILTERFABRIC. CONNECT TOEXISTING DITCH
EXISTING
DITC
H
(E) CULVERT
PROVIDE 4' TALL SAFETYFENCE FOR FULLEXTENT OF TEMPORARYDRAINAGE DITCH
(E) CULVERT
DIV
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ALL
EXIS
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G S
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M L
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CU
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ENTL
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RAI
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XIST
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TEM
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DIT
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75' - 6 1/2"
3' -
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2"
6' -
0"
PROJECT BASE POINT
GENERAL NOTESSEE SURVEY (BY ANDERSON PERRYDATED 09.07.10) AND GEOTECHNICALREPORT (BY FOSTER GAMBEE DATED10.05.10) FOR ADDITIONAL INFORMATION
HEIGHT OF SURCHARGE GRAVEL TO BE5'-0" ABOVE B.O. SLAB ELEVATION
SURCHARGE AREA TO EXTEND 6'-0"BEYOND BUILDING FOOTPRINT
PARKING AND SIDEWALKS NEED NOT BESURCHARGED
HAUL ROAD TO CONSIST OF 2' (MIN)GRAVEL AND GEOFABRIC (SEE FOSTERGAMBEE REPORT DATED 10.05.10)
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AREA OF WORK
BUILDING FOOTPRINT
4' SAFETY FENCE
AREA OF SURCHARGE
ESTIMATED EXTENT OFGRAVEL AREA INCLUDINGANGLE OF REPOSE
TEMPORARY DRAINAGEDITCH
LEGEND
PROJECT NO.:
ISSUE DATE:
REVISIONS:
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.P
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: 503
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Fax:
503
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SURCHARGE SITEPLAN
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1" = 20'-0"1PARTIAL SURVEY WITH BUILDING FOOTPRINT