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HomeMy WebLinkAboutPlans Applicant 4/2/2024CHECKED:wilson-architecture.com | 541-912-0878DATE:PROJECT:REVISIONS:23101CWTITLETITLE SHEETROSBORO PLANTROSBOROSITE REVIEWROSBORO PLANTROSBOROMain Street, Springfield, Oregon02.26.202402.26.2024OWNERARCHITECTGENERAL CONTRACTORSHEET INDEXWilson Architecture86530 Sanford RdEugene, OR 97402Contact: Curt Wilson, AIA Chambers Construction3028 Judkins Rd #1Eugene, OR 97403Contact: Dave BakkeRosboro2509 Main StreetSpringfield, OR 97477Contact: Dean LockeCIVIL ENGINEERSTRUCTURAL ENGINEERHVAC DESIGN-BUILDComfort Flow Heating1951 Don StreetSpringfield, OR 97477Contact: Mark Penrod, PE KPFF800 Willamette Street, Suite 400Eugene, OR 97401Contact: Matt KeenanKPFF111 SW Fifth Avenue, Suite 2600Portland, OR 97204Contact: Aaron BurkhardtVICINITY MAPTITLE TITLE SHEETC130 SITE ASSESSMENT OF EXISTING CONDITIONSC140 SITE PLAN AND LAYOUTC200 OVERALL HORIZONTAL CONTROL PLANC201 GLULAM BUILDING PAVING PLANC202 GLULAM BUILDING PAVING PLANC300 OVERALL GRADING PLANC301 GLULAM BUILDING GRADING PLANC302 PLANER BUILDING GRADING PLANC400 OVERALL STORM DRAINAGE PLANC401 GLULAM STORM DRAINAGE PLANC402 PLANER BUILDING STORM DRAINAGE PLANC500 OVERALL UTILITY PLANC501 GLULAM BUILDING UTILITY PLANC502 PLANER BUILDING UTILITY PLANA111 OVERALL PLAN -FIRST FLOORA141 ELEVATIONSA211 GLULAM BLDG-FIRST FLOORA241 ELEVATIONSE003 OVERALL SITE LIGHTINGE004 PLANER SITE LIGHTINGE005 GLULAM SITE LIGHTINGE006 OVERALL SITE LIGHTING - BUILDING MOUNTEDELECTRICAL DESIGN-BUILDNew Way Electrical4202 W. 6th AveEugene, OR 97402Contact: Brandon Paslay FIRE PROTECTIONOmlid and Swinney610 30th StreetSpringfield, OR 97478Contact: Chad DillonPLUMBING DESIGN-BUILDTwin Rivers Plumbing1525 Irving RdEugene, OR 97402Contact: Shawn Long EXISTING CONDITIONS NOTES:1.VERTICAL DATUM: NAVD 88 (GEOID 12A) ELEVATION WASESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINTNO. 1 USING THE OREGON REAL-TIME GPS NETWORK (ORGN).2.BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGONCOORDINATE REFERENCE SYSTEM (OCRS), EUGENE ZONE. THERESULTANT BEARING OF THE WEST LINE OF THE SUBJECTPROPERTY IS SOUTH 00°03'03" EAST.3.UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINTMARKS & REFERENCE MAPS MADE AVAILABLE BY THE VARIOUSUTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINESARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELDVERIFIED (POTHOLED) PRIOR TO CONSTRUCTION. UNDERGROUNDUTILITIES WERE LOCATED TO THE EXTENT POSSIBLE BY ALPHALOCATES ON 10/12/2023 AND SAID LOCATIONS ARE REFLECTEDHEREON.4.BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ONPRELIMINARY TITLE REPORT NO. 0294227, DATED MARCH 31, 2016,BY CASCADE TITLE COMPANY. SOILS:ACCORDING TO THE WEB SOIL SURVEY, THE EXISTING SOIL FOR THE SITE CONSISTOF:1.MALABON-URBAN LAND COMPLEX, 0 TO 3 PERCENT SLOPES,HYDROLOGIC SOIL GROUP C. DRAINAGE CLASS, WELL DRAINED.DEPTH TO WATER TABLE IS MORE THAN 80 INCHES.2.SALE-URBAN LAND COMPLEX, 0 TO 3 PERCENT SLOPES, HYDROLOGICSOIL GROUP B. DRAINAGE CLASS, WELL DRAINED. DEPTH TO WATERTABLE IS MORE THAN 80 INCHES.SITE ASSESSMENT OF EXISTING CONDITIONS:1.PLAN PREPARED BY AN OREGON LICENSED CIVIL ENGINEER.2.EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY KPFFCONSULTING ENGINEERS, 800 WILLAMETTE STREET, EUGENE,OREGON 97401, 541-684-4902.3.VICINITY MAP PROVIDED ON THIS SHEET.4.THIS SHEET PROVIDES THE NAME, LOCATION, AND DIMENSIONS OFALL EXISTING SITE FEATURES INCLUDING BUILDINGS, IMPERVIOUSSURFACE AREAS, CLEARLY INDICATING WHAT IS REMAINING ANDWHAT IS PROPOSED TO BE REMOVED.5.THIS SHEET PROVIDES THE 100-YEAR FLOODPLAIN PLAIN ASSPECIFIED IN THE LATEST ADOPTED FEMA FLOOD INSURANCE RATEMAPS.6.THIS SHEET PROVIDES TIME OF TRAVEL ZONES FROM 16TH AND QWELL, AS NOTED ON THE WELLHEAD PROTECTION AREAS MAPS.[F P ] [F P ] [F P ] [F P ]BDERAILFOFOFOFOFOFOFOFOE EETEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHUOHUOHUOHU OHU OHU OHU OHUOHUOHUOHU EEEEOHU OHUMISC.VAULTOVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCT24''SD24''SD24''SD18''SD18''SD48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS24''SD24''SD24''SD24''SD24''SD24''SD24''SD24''SD24''SD24''SD[S D ] 1 2 ' ' S D 1 2 ' ' S D 1 2 ' ' S D 12''SD 10''SD10''SD TRENCH DRAIN 12''SD 12''SD 8''SS8''SSF/OMARKERFIRE HOSEBOX[FP][FP][FP]16''W 16''W 16''W [W][W][W][W][W][W][W][W][W][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [F P ] [FP] [FP] [FP] [FP][FP][FP][FP][ FP ] [ FP ][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [FP] [FP] [FP] [SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD]BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDMW #1MW #2TRANTRANEEEECECECECESSSS67141234567421011COCOCO1213141516411718192021222324252627282930313334353637383940WWVLTWWHB#1#2#7#3#6#4#5L=837.82'R=11455.99'Δ=4°11'25"CHD=S82°23'51"E837.63'S 00°03'03" E 391.65' BASIS OF BEARNGSPER (OCRS) EUGENE ZONE N 89°51'55" E 158.62'UNION PACIFIC RAILROAD RIGHT-OF-WAYS 84°29'33" E 1960.06'S 84°29'33" E 1960.06'FPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FH[FP][ F P ] [ F P ] [ F P ][FP]POSSIBLE 20' WIDE SPUR TRACK EASEMENT TO APEX SMELTING CO.PER DOC. NO. 86863APPROX. CENTERLINE OF UNDEFINED WIDTH WATERLINE EASEMENT TO BENEFIT SUBJECT PROPERTYPER BK 323, PG 264,PIPELINE ALSO DESCRIBED IN AGREEMENT WITH CITY OF SPRINGFIELDPER BK 323, PG 285VACATED ROAD R705/37722 PER TAXMAPRESERVATION OF FISSIONABLE MATERIALS BY U.S.AWITHIN PARCEL 170330000401RECEPTION NO. 474865.33' WIDE BUILDING SETBACK EASEMENTRECEPTION NO. 80-18057SANITARY SEWER EASEMENTTO CITY OF SPRINGFIELDRECEPTION NO. 97-38498TEMPORARY CONSTRUCTION EASEMENTTO CITY OF SPRINGFIELDRECEPTION NO. 97-38498APPROXIMATE CENTERLINE OF SEWEREASEMENTBENEFITTING SUBJECT PROPERTYBK. 323, PG. 270, BK. 323, PG. 277 & BK.323, PG. 290RDRDWATERLINE ALIGNMENT & CENTERLINE OF ROAD PER BK 323, PG 264 VACATED ROAD R705/37722 PER TAXMAP WATERLINE ALIGNMENT & CENTERLINE OF ROAD PER BK 323, PG 264 NO PARKINGNO PARKINGMWAC UNITAC UNITCOCOCOCOCOCOCORDRDRDRDCOTELVLTUBICV43444546474948505152535455585759606''SD 10''SD6''SD56S8DDDDDDDDDSTORM LINE PROPOSED TO BEREMOVED AND RE-ROUTED.STORM LINE PROPOSEDTO BE REMOVED ANDREPLACED.FIRE PROTECTION LINE AND STRUCTUREWITHIN EXISTING BUILDING FOOTPRINTPROPOSED TO BE REMOVED, TYP.STORM LINE PROPOSED TO BEREMOVED AND REPLACED.FORMER PLYWOOD PLANTPROPOSED TO BE REMOVEDEXISTING BUILDING PROPOSEDTO BE REMOVED12"9"5"5"6"6"6"6"6"7"7"7"7"8"8"9"10"11"11"12"15"17"24"36"3-8"2-6"2-7"2-11"9"EXISTING WALL PROPOSED TOBE REMOVEDEXISTING WALL PROPOSED TOBE REMOVEDSTORM SYSTEM PROPOSED TOBE REMOVED AND RE-ROUTED.ASPHALT/CONCRETE PAVEMENTS ANDGRAVEL SURFACES WITHIN BOUNDARYPROPOSED TO BE REMOVED.ASPHALT/CONCRETE PAVEMENTS ANDGRAVEL SURFACES WITHIN BOUNDARYPROPOSED TO BE REMOVED.STORM SYSTEM PROPOSED TOBE REMOVED AND RE-ROUTED.STORM SYSTEMPROPOSED TO REMAIN.STORM SYSTEMPROPOSED TO REMAIN.EXISTING BUILDING TO REMAINEASEMENTS IN REDPROPOSED TO BEREMOVED, TYP.BUILDING OUTLINE WITH DOORCONCRETE SURFACEBUILDING OVERHANGLEGEND: RAILROAD TRACKSELECTRICAL LINESANITARY SEWER LINEGWGAS LINEWATER LINEOHUOVERHEAD UTILITY LINESSTORM LINECURB LINEEPROPERTY LINEEDGE OF ASPHALTDRIVEWAY ENTRYELECTRICAL VAULTTRANSFORMERCURB INLETSTORM MANHOLE WITH STRUCTURESANITARY/STORM STRUCTURE #SANITARY/STORM CLEAN OUTBOLLARDELECTRICAL METERPOWER POLEWATER VALVEWATER METERFIRE HYDRANTFIRE DEPARTMENT CONNECTWATER VAULTCATCH BASINSIGNSANITARY MANHOLE WITH STRUCTUREOVERHEAD LIGHTPOWER POLE/OVERHEAD LIGHTGUY ANCHORHOSE BIBELECTRICAL CABINETELECTRICAL MANHOLEWATER MANHOLEMONITORING WELLROOF DRAINSSSDAREA DRAINHANDICAP RAMPLOT LINEEASEMENT LINERIGHT-OF-WAY LINETTELECOMMUNICATIONS LINEASPHALT SURFACEDECIDUOUS TREE-PERIMETER REPRESENTS DRIPLINECONIFEROUS TREE-PERIMETER REPRESENTS DRIPLINEUNDERGROUND LINE PER AS-BUILTS WALLUNKNOWN MAN HOLESTAND PIPEGRAVEL SURFACEBARBED WIRE FENCEFIBER OPTIC LINEFOD/WHCREBRD[ ]TRANECCOSE11EVLTHBWMWWWVLTUSPBUILDING COLUMNPOST INDICATOR VALVEPIVFIBER OPTIC MANHOLEF[FP]FIRE PROTECTIONDJBELECTRICAL JUNCTION BOXIRRIGATION CONTROL VALVEICVEXISTING DECIDUOUS TREE TO BEREMOVED.EXISTING CONIFEROUS TREE TO BEREMOVEDPROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C130SITE ASSESSMENT OF EXISTINGCONDITIONSFEMA FLOOD INSURANCE RATE MAPWELLHEAD PROTECTION AREAS MAPMAP FROM: CITY OF SPRINGFIELD GIS MAPPING©20 YEAR WELLHEADTIME OF TRAVELSUBJECT SITEFLOOD ZONE X99 YEARWELLHEADTIME OFTRAVELVICINITY MAPPROJECT SITESCALE1 INCH = 50 FEETLANE TRANSIT DISTRICT STOPLANE TRANSIT DISTRICT STOP 1.THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS.2.EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY KPFF CONSULTING ENGINEERS, 800WILLAMETTE STREET, EUGENE, OREGON 97401, 541-684-4902.3.NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TOEXECUTION OF ANY WORK.4.OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS.5.THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO THE EXECUTIONOF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR TO POURING CONCRETE, PRIOR TOBACKFILLING AND ROUGH GRADING.6.PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.7.SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS.8.PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABSMEET WALLS OR OTHER STRUCTURES.9.PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS.10.ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ).11.OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES.12.ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS,AND SHALL BE AT 90 DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESSOTHERWISE INDICATED.13.ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT.14.SEE BUILDING PLANS FOR ADDITIONAL BUILDING INFORMATION.15.SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION.CONCRETE PAVEMENTSTANDARD ASPHALTPAVEMENTGRAVELPROPERTY LINESHEET LEGENDSITE CONSTRUCTION NOTES1.THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION:·ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALSDISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERYCASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION.·CHEMICAL HANDLING, STORAGE AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLEFOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS ANDTHE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALSUSED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOTENTER THE SOIL OR BE WASHED INTO STORM WATER SYSTEMS. ALL CHEMICALS SHOULD BESTORED IN ADEQUATE SECONDARY CONTAINMENT.·EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENTFLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING ADEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPAREDAND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL ORSTORM WATER DRAINAGE SYSTEM.·NO FILL MATERIAL CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.GROUNDWATER PROTECTION DURING CONSTRUCTION1.MAP NUMBER: 170336002.LOT NUMBERS: 100, 300, 4013.ZONING: SPR - HEAVY INDUSTRIALMAP AND TAX LOT1.LTD STOP LOCATED CLOSE TO THE SITE: (4) LANE TRANSIT STOPSLOCATED ON MAIN STREET, DIRECTLY ALONG NORTH PROPERTYLINE OF PROJECT.TRANSIT FACILITIES 1.PARKING PROPOSED:10 STANDARD PARKING SPACES2 ADA SPACES2.GROSS BUILDING AREA:TWO NEW BUILDINGS TOTAL 5.95 ACRES3.IMPERVIOUS AREA:EXISTING TO REMAIN: 0 SFPROPOSED NEW TOTAL: 533,010 SF = 12.24 ACRESBUILDINGS/ROOF AREA: 258,988 SF = 5.95 ACRESPAVING: 121,162 SF = 2.78 ACRESGRAVEL: 152,860 SF = 3.51 ACRESSITE PLAN NOTESFIRE ACCESS LANE[F P ] [F P ] [F P ] [F P ]DERAILFOFOFOFOFOFOFOFOEEEE EETEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHUOHUOHUOHU OHU OHU OHU OHUOHUOHUOHU EEEEOHU OHU OVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCT48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS8''SS8''SS[FP][FP][FP]16''W 16''W 16''W [W][W][W][W][W][W][W][W][W][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [ F P ] [FP] [FP] [FP] [FP][FP][FP][FP][ FP ] [ FP ][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [FP] [FP] [FP]BBBBBBBBBBBBBBBBBBBBBBBBBBBBRDRDRDRDRDTRANTRANEEEECECECECSSSSCOCOCOWWVLTWWFPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FH[FP][ F P ] [ F P ] [ F P ]RDNO PARKINGNO PARKINGAC UNITAC UNITCOCOCOCOCOCOCORDRDRDRDCOTELVLTUBICVSDDDDDDDGLULAM BUILDINGPLANER BUILDINGEXISTING LUMBERSTORAGE WAREHOUSEPROPOSED RAMPEXISTING FIREHYDRANT TO REMAINWHEEL STOPS PROVIDEDWHERE PARKING ABUTSBUILDING FACE.134'195.63'18'100'56'9'160.76'RELOCATED FIREHYDRANTPROPOSED FIRE HYDRANTPROPOSED FIRE HYDRANTPROPOSED STORMSTRUCTURE, TYP.EXISTING FIREHYDRANT TO REMAINEXISTING FIREHYDRANT TO REMAINEXISTING FIREHYDRANT TO REMAIN40' REDUCEDSETBACK.UTILIZINGRAIL ROW40' REDUCEDSETBACK.UTILIZING RAILROW.65'RETAINING WALL,SEE GRADING PLAN26' FIREACCESS LANE20' PROPOSEDEASEMENTPROPOSED ELECTRICVAULT TYP.EEEEE20'7'PROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O NSCALE501 INCH = 50 FEET501000SITE PLAN AND LAYOUTSCALE:NTSVICINITY MAPPROJECT SITEADDITIONAL SITE PARKINGEXISTING SITEACCESS, TYP.C140LANE TRANSIT DISTRICT STOPLANE TRANSIT DISTRICT STOP SHEET LEGENDPROPERTY LINEEASEMENT LINESTANDARD CONCRETESTANDARD ASPHALTPAVEMENTGRAVELSAWCUT LINE. MATCH EXISTING.FIRE ACCESS LANE#DESCRIPTIONNORTHINGEASTING15/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106678.05208622.8125/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106946.57209193.7931-1/8" BRASS CAP "KPFF CONTROL"106800.48209573.3441-1/8" BRASS CAP "KPFF CONTROL"106778.70210032.5355/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106278.07209990.4465/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106355.66209588.077MAG NAIL W/ WASHER "KPFF CONTROL"106380.01209085.68PROJECT CONTROLDERAILOVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCTBBBBBBBBBBBBBBBBBBBBBBBBBRDRDRDRDRDTRANTRANEEEECECECECSSSSCOCOCOWWVLTWWFPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FHRDNO TRUCKS NO PARKINGNO PARKING COCOCOCOCOCOCORDRDRDRDRDCOTELVLTTELVLTUBICV12"2-8"SDDDDDDFFE = 473.5'FFE = 475.5'PLANER BUILDINGGLULAM BUILDING#1#7#2#3#4#6#5EEEEEEXISTING LUMBERSTORAGE WAREHOUSESCALE501 INCH = 50 FEET501000PROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C200OVERALL HORIZONTALCONTROL PLANC201C202 DERAILRDSSFPIVPIVPIVRDRDSDDDDFFE = 473.5'56.00' 30.00'48.00'R50'R50'38.00'4TYP.6a6b6cR50'9.00' TYP.18.00' TYP.8.00'55.22'30.00'50.00'ROOF OVERHANG100.00'81FIRE ACCESS LANE718.00'10.70'38.00'10.00'10.00'10.00'227.62'GLULAM BUILDING112.00'#1#7#2EEEELECTRIC TRANSFORMER TYP.20.00'9FTPSHEET LEGENDPROPERTY LINEEASEMENT LINESTANDARD CONCRETESTANDARD ASPHALTPAVEMENTGRAVEL1.ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.#DESCRIPTIONDETAILREF.1SAWCUT LINE2STANDARD CURB3CURB ENDING4WHEEL STOP5CONCRETE SIDEWALK6aADA PARKING STALLS AND STRIPING6b'NO PARKING" ZONE STRIPING6c4" WIDE WHITE STRIPE7ADA PARKING SIGN8RETAINING WALL9DRIVEWAY RAMPFTPFLOW THROUGH PLANTERXKEY NOTESSHEET NOTESSAWCUT LINE. MATCH EXISTING.FIRE ACCESS LANE#DESCRIPTIONNORTHINGEASTING15/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106678.05208622.8125/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106946.57209193.7931-1/8" BRASS CAP "KPFF CONTROL"106800.48209573.3441-1/8" BRASS CAP "KPFF CONTROL"106778.70210032.5355/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106278.07209990.4465/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106355.66209588.077MAG NAIL W/ WASHER "KPFF CONTROL"106380.01209085.68PROJECT CONTROLSCALE301 INCH = 30 FEET30600PROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C201GLULAM BUILDING PAVINGPLANGLULAM BUILDING OVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCTBBBBBBBBBBBBBBRDRDRDRDTRANEEECECECECSSCOCOCOWWVLTWWPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FHRDDDFFE = 475.5'1PLANER BUILDING21.43' 55.95' 39.23'166.90'137.74'78.77'#3#4#6EEELECTRIC TRANFORMER TYP.25.84'50.00'47.60'R50'R50'R50'R50'FIRE ACCESS LANE20.00'30.00'TYP.15.00'20.00' 36.63'SHEET LEGENDPROPERTY LINEEASEMENT LINESTANDARD CONCRETESTANDARD ASPHALTPAVEMENTGRAVEL1.ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.#DESCRIPTIONDETAILREF.1SAWCUT LINE2STANDARD CURB3CURB ENDING4WHEEL STOP5CONCRETE SIDEWALK6aADA PARKING STALLS AND STRIPING6b'NO PARKING" ZONE STRIPING6c4" WIDE WHITE STRIPE7ADA PARKING SIGN8RETAINING WALL9DRIVEWAY RAMPFTPFLOW THROUGH PLANTERXKEY NOTESSHEET NOTESSAWCUT LINE. MATCH EXISTING.FIRE ACCESS LANE#DESCRIPTIONNORTHINGEASTING15/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106678.05208622.8125/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106946.57209193.7931-1/8" BRASS CAP "KPFF CONTROL"106800.48209573.3441-1/8" BRASS CAP "KPFF CONTROL"106778.70210032.5355/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106278.07209990.4465/8" IR W/ RED PLASTIC CAP "KPFF CONTROL106355.66209588.077MAG NAIL W/ WASHER "KPFF CONTROL"106380.01209085.68PROJECT CONTROLPROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C202SCALE201 INCH = 20 FEET20400PLANER BUILDING PAVINGPLANPLANER MILL DERAILEEEOVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCTBBBBBBBBBBBBBBBBBBBBBBBBBRDRDRDRDRDTRANTRANEEEECECECECSSSSCOCOCOWWVLTWWFPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FHRDNO TRUCKS NO PARKINGNO PARKING COCOCOCOCOCOCORDRDRDRDRDCOTELVLTTELVLTUBICV12"2-8"SDDDDDD>>>>>>>>>>>>>>>>>EEEEEGLULAM BUILDINGPLANER BUILDINGFFE = 473.5'FFE = 475.5'EXISTING LUMBERSTORAGE WAREHOUSE>>SCALE501 INCH = 50 FEET501000PROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C300C301C302OVERALL GRADING PLAN XX.XX XXXKEY NOTESNOTEDESCRIPTIONDETAILREF.1SLOPED SURFACE2DRIVEWAY RAMP4950(49)(50)(XXX.X±)X.X%[X.X%]SHEET NOTESGRADING LABEL LEGENDSHEET LEGEND>>CONTOUR MAJOR (FG)CONTOUR MINOR (FG)EX. CONTOUR MAJOREX. CONTOUR MINORSPOT ELEVATIONDESCRIPTION LISTED BELOW.NO DESCRIPTION MEANS TP OR TGEGEXISTING GRADEFFEFINISHED FLOOR ELEVATIONGRADE BREAK1.SLOPES PROVIDED ON SLOPE ARROW ARE FORREFERENCE ONLY.2.LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED2% IN ANY DIRECTION.3.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENTADA ACCESSIBILITY GUIDELINES FOR BUILDING ANDFACILITIES (ADAAG).CALLOUT DESCRIPTIONEXISTING GRADE(MATCH WHERE APPLICABLE)SAWCUT LINEGRADING SLOPE AND DIRECTION(DOWNHILL)SLOPE ORIENTATION INDICATINGDIRECTION OF MAXIMUM GRADE(DOWNHILL)CONVEYANCE SWALEDRAINAGE FLOW DIRECTIONDERAILEEEEERDSSFPIVPIVPIVRDRDSDDDD(471)(473)(473)(472)(472)(472)(472)(471)(472)(472)(472)(476)(475)(474)(473)(473)(473)(473)(473)(473)(472) (472 )(473)(474)(475)(476)(473)(474)(475)(476)(477)(476)(475)(474)(473)(473)(474)(473)(472)(471)(474)(4 7 0 )(471)(472)(473)(471)(473)(473) (4 7 5 )(474)(474)(474)(475)(476)(477)(473)(474)(475)(476)( 4 7 8 ) (4 7 9 ) (4 8 0 )(472)(473)(473)(474 ) ( 4 7 5 ) (4 7 6 ) (477)(478)(478) (4 7 5 )(477)(476)(475)(475) (476 ) (473) (473)(473) (474) (476)(47 5 )(474)(473)(472 )(476)(475)(479) (478) (477)(475)(475 )(475)(478)(476)(476)(476)(476)(477)(477)(477)(477)(476)( 4 7 6 )(477)(477)(475)(474)(476) (477)(475)(476)(476) (475)(475)( 4 7 4 )(475)(476)(4 6 9 ) (478)(472)(475)(475)(474)(4 7 4 )(473)(472)(471)(471)(472)(472)>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>475 473 473474 475 473 474 476 477 475471472 472 472 473 474 476 471471472473 472472473473473472 472473473473473 EEE112GLULAM BUILDINGFFE = 473.5'>>PROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C301SCALE301 INCH = 30 FEET30600GLULAM BUILDING GRADINGPLANGLULAM BUILDING XX.XX XXXKEY NOTESNOTEDESCRIPTIONDETAILREF.1SLOPED SURFACE2DRIVEWAY RAMP4950(49)(50)(XXX.X±)X.X%[X.X%]SHEET NOTESGRADING LABEL LEGENDSHEET LEGEND>>CONTOUR MAJOR (FG)CONTOUR MINOR (FG)EX. CONTOUR MAJOREX. CONTOUR MINORSPOT ELEVATIONDESCRIPTION LISTED BELOW.NO DESCRIPTION MEANS TP OR TGEGEXISTING GRADEFFEFINISHED FLOOR ELEVATIONGRADE BREAK1.SLOPES PROVIDED ON SLOPE ARROW ARE FORREFERENCE ONLY.2.LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED2% IN ANY DIRECTION.3.ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENTADA ACCESSIBILITY GUIDELINES FOR BUILDING ANDFACILITIES (ADAAG).CALLOUT DESCRIPTIONEXISTING GRADE(MATCH WHERE APPLICABLE)SAWCUT LINEGRADING SLOPE AND DIRECTION(DOWNHILL)SLOPE ORIENTATION INDICATINGDIRECTION OF MAXIMUM GRADE(DOWNHILL)CONVEYANCE SWALEDRAINAGE FLOW DIRECTIONOVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCTBBBBBBBBBBBBBBRDRDRDRDTRANEEECECECECSSCOCOCOWWVLTWWPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FHRDDD(474)(475)(475)(476)(477)(478)(475)(475)(475)(474)(474)(475)(475)(476)(474)(474)(474)(475)(4 7 4 ) (475 )(474)(474)(4 7 5 ) (474)(475)(475)(4 7 5 ) (47 5 )(476)475 475 47547547 5475 474EEPLANER BUILDINGFFE = 475.5'PROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C302SCALE201 INCH = 20 FEET20400PLANER BUILDING GRADINGPLANPLANER MILL NOTEDESCRIPTIONDETAIL REF.1CONNECT TO EXISTING STORM STRUCTURE.FIELD VERIFY INVERT ELEVATIONS ANDLOCATION PRIOR TO CONSTRUCTION.2CONNECT TO EXISTING STORM PIPE.CONTRACTOR TO POTHOLE AND FIELDVERIFY SIZE, INVERT ELEVATIONS ANDLOCATION PRIOR TO CONSTRUCTION.ADGIBSON STEEL AREA DRAIN WITHFLO-GUARD FILTERSCBGIBSON STEEL CATCH BASIN WITHFLO-GUARD FILTERSOVOVERFLOW INLETFTPFLOW THROUGH PLANTERWQWATER QUALITY TREATMENT STRUCTURE.STRUCTURE TYPEPIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%XX XX-XXN=XXXX.XXE=XXXX.XXRIM=IE IN = XX.XIE OUT = XX.XSTRUCTURE TYPE CALLOUTUTILITY TYPE (SD=STORM DRAINAGE, S=SANITARYSEWER, W=WATER, FP=FIRE PROTECTION)ID NUMBER (WHERE APPLICABLE)STRUCTURE INFO (WHERE APPLICABLE)LOCATION (WHERE APPLICABLE)STRUCTURE LABELSLOPE (WHERE APPLICABLE)CALLOUTDESCRIPTIONDETAIL REF.ADAREA DRAINCBCATCH BASINCOCLEANOUT TO GRADEFDFOUNDATION DRAINAGEMHMANHOLEOVOVERFLOW INLETPLUGPLUGSTUBSTUBTEETEE CONNECTIONWMWATER METERWQMHWATER QUALITY MANHOLEXUTILITY KEY NOTESUTILITY LABEL LEGEND[F P ] [F P ] [F P ] [F P ]DERAILFOFOFOFOFOFOFOFOE EETEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHUOHU OHU OHU OHU OHUOHUOHUOHU OHU OHU OHU OHUOHUOHUOHU EEEEOHU OHU OVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCT24''SD24''SD24''SD48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS1 2 ' ' S D 1 2 ' ' S D 1 2 ' ' S D 12''SD 10''SD10''SD 8''SS8''SS[FP][FP][FP]16''W 16''W 16''W [W][W][W][W][W][W][W][W][W][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [ F P ] [FP] [FP] [FP] [FP][FP][FP][FP][ FP ] [ FP ][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [FP] [FP] [FP][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD]BBBBBBBBBBBBBBBBBBBBBBBBBRDRDRDRDRDTRANTRANEEEECECECECSSSSCOCOCOWWVLTWWFPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FH[FP][ F P ] [ F P ]RDNO TRUCKS NO PARKINGNO PARKINGAC UNITAC UNITCOCOCOCOCOCOCORDRDRDRDRDCOTELVLTTELVLTUBICV12"2-8"6''SD 10''SD6''SDSDDDDDDSDSDSDSDSDSD PLANER BUILDINGGLULAM BUILDINGEXISTING LUMBERSTORAGE WAREHOUSEPROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comC400OVERALL STORM DRAINAGEPLANSCALE501 INCH = 50 FEET501000C401C402 NOTEDESCRIPTIONDETAIL REF.1CONNECT TO EXISTING STORM STRUCTURE.FIELD VERIFY INVERT ELEVATIONS ANDLOCATION PRIOR TO CONSTRUCTION.2CONNECT TO EXISTING STORM PIPE.CONTRACTOR TO POTHOLE AND FIELDVERIFY SIZE, INVERT ELEVATIONS ANDLOCATION PRIOR TO CONSTRUCTION.ADGIBSON STEEL AREA DRAIN WITHFLO-GUARD FILTERSCBGIBSON STEEL CATCH BASIN WITHFLO-GUARD FILTERSOVOVERFLOW INLETFTPFLOW THROUGH PLANTERWQWATER QUALITY TREATMENT STRUCTURE.STRUCTURE TYPEPIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%XX XX-XXN=XXXX.XXE=XXXX.XXRIM=IE IN = XX.XIE OUT = XX.XSTRUCTURE TYPE CALLOUTUTILITY TYPE (SD=STORM DRAINAGE, S=SANITARYSEWER, W=WATER, FP=FIRE PROTECTION)ID NUMBER (WHERE APPLICABLE)STRUCTURE INFO (WHERE APPLICABLE)LOCATION (WHERE APPLICABLE)STRUCTURE LABELSLOPE (WHERE APPLICABLE)CALLOUTDESCRIPTIONDETAIL REF.ADAREA DRAINCBCATCH BASINCOCLEANOUT TO GRADEFDFOUNDATION DRAINAGEMHMANHOLEOVOVERFLOW INLETPLUGPLUGSTUBSTUBTEETEE CONNECTIONWMWATER METERWQMHWATER QUALITY MANHOLEXUTILITY KEY NOTESUTILITY LABEL LEGEND[F P ] [F P ] [F P ] [F P ] [F P ] [F P ]DERAILFOFOFOFOFOFOFOFOFOFOFOFOFOOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU24''SD24''SD24''SD24''SD24''SD48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS[FP][FP] [FP][SD][SD][SD][SD][SD][SD]RDSSFPIVPIVPIV24''SDAC UNITAC UNITRDRD8''SD6''SD 6''SD8''SD 10''SD10''SD10''SD10''SD6''SD6''SDSDDDDSDSDSDSD SDSDSDSD SD SD SD SD MH-2RIM=472.97IE 24" IN=467.28 (S)IE 8" IN=467.93 (N)IE 24" OUT=467.28 (W)IE 24"=464.74IE 24"=464.74SD WQ-1RIM = 472.26WQSD MH-3RIM=473.05IE 24" IN=465.93 (E)IE 24" OUT=465.93 (W)IE 24"=467.67IE 18"=467.67IE 18"=467.67SD MH-1RIM = 472.752CONNECT TO EXISTING STORM STRUCTURESD EX. MH-3RIM=475.44IE 24" IN=464.57 (E) 24"IE 12" IN=466.92 (N) EX. 12"IE 24" IN=464.73 (S) EX. 24"IE 48" OUT=464.57 (SW) EX.FIELD VERIFY POINTOF CONNECTION102 LF - 24"SD S=0.38%382 LF - 24"SDS=0.35%56 LF - 24"SDS=0.30%344 LF - 24"SDS=0.33%228 LF - 8"SDS=1.00%292 LF - 12"SDS=1.00%141 LF - 18"SDS=0.50%189 L F - 1 8 " S D S=0.5 0 %ADCBADCBCBCBCBADCBCBCBCBGLULAM BUILDING46 LF - 6"SD S=2.00%27 LF - 8"SDS=1.00%CBCBEEEIE 24"=464.80IE 24"=464.80IE 12"=465.23SD MH-4RIM = 467.73MHCONNECT TO EXISTING STORM STRUCTURESD EX. MH-2RIM=471.72IE 24" IN=466.23 (W) EX.IE 6" IN=467.19 (SW) EX.IE 8" IN=467.19 (N)IE 8" IN=467.19 (E)IE 24" OUT=465.72 (S) EX.FIELD VERIFY POINTOF CONNECTIONAPPROXIMATE LOCATION OFNON-SURVEYED STORM DRAINAGE LINE.CONNECT EXISTING STORMSYSTEM TO PROPOSED STORM.OVFTPPROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comC401SCALE301 INCH = 30 FEET30600GLULAM BUILDINGGLULAM STORM DRAINAGEPLANFO R I N FO RM A T IO NON L Y NOTEDESCRIPTIONDETAIL REF.1CONNECT TO EXISTING STORM STRUCTURE.FIELD VERIFY INVERT ELEVATIONS ANDLOCATION PRIOR TO CONSTRUCTION.2CONNECT TO EXISTING STORM PIPE.CONTRACTOR TO POTHOLE AND FIELDVERIFY SIZE, INVERT ELEVATIONS ANDLOCATION PRIOR TO CONSTRUCTION.ADGIBSON STEEL AREA DRAIN WITHFLO-GUARD FILTERSCBGIBSON STEEL CATCH BASIN WITHFLO-GUARD FILTERSOVOVERFLOW INLETFTPFLOW THROUGH PLANTERWQWATER QUALITY TREATMENT STRUCTURE.STRUCTURE TYPEPIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%XX XX-XXN=XXXX.XXE=XXXX.XXRIM=IE IN = XX.XIE OUT = XX.XSTRUCTURE TYPE CALLOUTUTILITY TYPE (SD=STORM DRAINAGE, S=SANITARYSEWER, W=WATER, FP=FIRE PROTECTION)ID NUMBER (WHERE APPLICABLE)STRUCTURE INFO (WHERE APPLICABLE)LOCATION (WHERE APPLICABLE)STRUCTURE LABELSLOPE (WHERE APPLICABLE)CALLOUTDESCRIPTIONDETAIL REF.ADAREA DRAINCBCATCH BASINCOCLEANOUT TO GRADEFDFOUNDATION DRAINAGEMHMANHOLEOVOVERFLOW INLETPLUGPLUGSTUBSTUBTEETEE CONNECTIONWMWATER METERWQMHWATER QUALITY MANHOLEXUTILITY KEY NOTESUTILITY LABEL LEGENDEEEEEEEEEEETTTTEE OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHU OHUOHUEEEEEEEEEEEOHU OHU OHU OVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCT10''SD8''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD6''SD18''SD6''SD6''SD12''SD 12''SD 12''SD 12''SD12''SD12''SD10''SD10''SD10''SD10''SD10''SD 10''SD 8''SD8''SD8''SD 8''SD 6''SD 8''SS8''SS8''SS8''SS[FP][FP][FP][FP]16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W [W][W][W][W][W][W][W][W][W][W][W][W][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [FP] [FP] [FP] [FP][FP][FP]WWW[FP][FP][FP][FP][FP][FP][FP] [ FP ] [ FP ] [ FP ] [ FP ] [ FP ] [ FP ][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [FP] [FP] [ F P ] [ F P ][FP][FP] [FP] [FP] [FP] [FP] [FP] [FP] [FP][FP][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD]BBBBBBBBBBBBBBRDRDRDRDTRANEEECECECECSSCOCOCOWWVLTWWPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FH[FP][FP] [ F P ] [ F P ][FP][FP][ F P ] [ F P ] [ F P ] [ F P ] [ F P ]RDDD180 LF - 12 "SDS=0.50%221 LF - 6"SDS=0.50%100 LF - 12"SDS=0.38%71 LF - 12"SD S=0.50%CBCBCBCBCBCONNECT TO EXISTING STORM STRUCTURESD EX-44RIM=473.01IE 12" IN=471.86 (SE)IE 10" IN=-1.85 (N) EX.IE 10" OUT=471.73 (NW) EX.FIELD VERIFY POINTOF CONNECTION125 LF - 12"SDS=0.36%CBCBCBCBPLANER BUILDINGCBCBCB117 LF - 12"SDS=0.38%15 LF - 12"SDS=0.41%32 LF - 6"SDS=0.75%51 LF - 12"SD S=0.50%55 LF - 12"SD S=0.50%82 LF - 8"SDS=1.00%CONNECT TO EXISTING STORM STRUCTURESD EX. AD-1RIM=473.54IE 12" IN=471.91 (NE)IE OUT=471.89 (SW) EX. 12"FIELD VERIFY POINTOF CONNECTIONEECONNECT TO EXISTING STORM PIPESD CONN-1IE 8" IN=470.86 (E)FIELD VERIFY POINTOF CONNECTION92 LF - 8"SDS=1.00%CONNECT TO EXISTING STORM PIPESD CONN-2IE 8" IN=471.68 (E)FIELD VERIFY POINTOF CONNECTIONPROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comC402SCALE201 INCH = 20 FEET20400PLANER MILLPLANER BUILDING STORMDRAINAGE PLAN NOTEDESCRIPTIONDETAIL REF.1CONNECT TO EXISTING WATER METER FORGLULAM BUILDING AND PLANER MILLDOMESTIC WATER SERVICES.2CONNECT TO EXISTING FIRE PROTECTIONSYSTEM.3PROPOSED STORM SYSTEM SHOWN FORREFERENCE. SEE SHEET C400 FOR DETAIL.4CONNECT TO EXISTING SANITARY SEWERSTRUCTURE. FIELD VERIFY INVERTELEVATION AND LOCATION PRIOR TOCONSTRUCTION.5CONNECT TO EXISTING SANITARY SEWERLINE. CONTRACTOR TO POTHOLE, FIELDVERIFY INVERT ELEVATION AND LOCATIONPRIOR TO CONSTRUCTION.6RECONNECT EXISTING FIRE LINE ASSHOWN. CONTRACTOR TO LOCATE EXACTLOCATION OF FIRE LINE PRIOR TOCONSTRUCTION.FHFIRE HYDRANTRPREDUCED PRESSURE BACKFLOWASSEMBLY!!UTILITY CROSSING. PROVIDE 12" MIN.CLEARANCE, U.N.O.PIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%XX XX-XXN=XXXX.XXE=XXXX.XXRIM=IE IN = XX.XIE OUT = XX.XSTRUCTURE TYPE CALLOUTUTILITY TYPE (SD=STORM DRAINAGE, S=SANITARYSEWER, W=WATER, FP=FIRE PROTECTION)ID NUMBER (WHERE APPLICABLE)STRUCTURE INFO (WHERE APPLICABLE)LOCATION (WHERE APPLICABLE)STRUCTURE LABELSLOPE (WHERE APPLICABLE)XUTILITY KEY NOTESUTILITY LABEL LEGEND[F P ] [F P ] [F P ] [F P ]DERAILFOFOFOFOFOFOFOFOE EETEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHUOHU OHU OHU OHU OHUOHUOHUOHU OHU OHU OHU OHUOHUOHUOHU EEEEOHU OHU OVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCT24''SD24''SD24''SD48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS1 2 ' ' S D 1 2 ' ' S D 1 2 ' ' S D 12''SD 10''SD10''SD 8''SS8''SS[FP][FP][FP]16''W 16''W 16''W [W][W][W][W][W][W][W][W][W][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [ F P ] [FP] [FP] [FP] [FP][FP][FP][FP][ FP ] [ FP ][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [FP] [FP] [FP][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD]BBBBBBBBBBBBBBBBBBBBBBBBBRDRDRDRDRDTRANTRANEEEECECECECSSSS6714COCOCOWWVLTWWFPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FH[FP][ F P ] [ F P ]RDNO TRUCKS NO PARKINGNO PARKINGAC UNITAC UNITCOCOCOCOCOCOCORDRDRDRDRDCOTELVLTTELVLTUBICV12"2-8"6''SD 10''SD6''SDS8DDDDDDFPFPFPFPFPFPFPFPFPFPFP FP WWWFP SDSDSDSDSDSDGLULAM BUILDINGPLANER BUILDINGEEEEEEXISTING LUMBERSTORAGE WAREHOUSEPROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C500SCALE501 INCH = 50 FEET501000C501C502OVERALL UTILITY PLAN NOTEDESCRIPTIONDETAIL REF.1CONNECT TO EXISTING WATER METER FORGLULAM BUILDING AND PLANER MILLDOMESTIC WATER SERVICES.2CONNECT TO EXISTING FIRE PROTECTIONSYSTEM.3PROPOSED STORM SYSTEM SHOWN FORREFERENCE. SEE SHEET C400 FOR DETAIL.4CONNECT TO EXISTING SANITARY SEWERSTRUCTURE. FIELD VERIFY INVERTELEVATION AND LOCATION PRIOR TOCONSTRUCTION.5CONNECT TO EXISTING SANITARY SEWERLINE. CONTRACTOR TO POTHOLE, FIELDVERIFY INVERT ELEVATION AND LOCATIONPRIOR TO CONSTRUCTION.6RECONNECT EXISTING FIRE LINE ASSHOWN. CONTRACTOR TO LOCATE EXACTLOCATION OF FIRE LINE PRIOR TOCONSTRUCTION.FHFIRE HYDRANTRPREDUCED PRESSURE BACKFLOWASSEMBLY!!UTILITY CROSSING. PROVIDE 12" MIN.CLEARANCE, U.N.O.PIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%XX XX-XXN=XXXX.XXE=XXXX.XXRIM=IE IN = XX.XIE OUT = XX.XSTRUCTURE TYPE CALLOUTUTILITY TYPE (SD=STORM DRAINAGE, S=SANITARYSEWER, W=WATER, FP=FIRE PROTECTION)ID NUMBER (WHERE APPLICABLE)STRUCTURE INFO (WHERE APPLICABLE)LOCATION (WHERE APPLICABLE)STRUCTURE LABELSLOPE (WHERE APPLICABLE)XUTILITY KEY NOTESUTILITY LABEL LEGEND[F P ] [F P ] [F P ] [F P ] [F P ] [F P ]DERAILFOFOFOFOFOFOFOFOFOFOFOFOFOOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU24''SD24''SD24''SD24''SD24''SD48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS48''SS[FP][FP] [FP][SD][SD][SD][SD][SD][SD]RDSS14FPIVPIVPIV24''SDAC UNITAC UNITRDRD8''SD6''SD 6''SD8''SD 10''SD10''SD10''SD10''SD6''SD6''SDS8DDDDFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FP FP FP WSDSDSDSD SDSDSDSD SD SD SD 3CONNECT TO EXISTING MANHOLERIM=(465.2±)IE 6" IN=460.00 (N)IE 48" IN=456.95 (S) EX.IE 48" OUT=456.95 (W) EX.FIELD VERIFY POINTOF CONNECTIONFHFH2FHGLULAM BUILDINGEEE308 LF - 2"W147 LF - 2"W190 LF - 8"FP152 LF - 8"FP 694 LF - 8"FP28 LF - 2"W147 LF - 8"FP 32 LF - 6"S PROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C501SCALE301 INCH = 30 FEET30600GLULAM BUILDING UTILITYPLANGLULAM BUILDING NOTEDESCRIPTIONDETAIL REF.1CONNECT TO EXISTING WATER METER FORGLULAM BUILDING AND PLANER MILLDOMESTIC WATER SERVICES.2CONNECT TO EXISTING FIRE PROTECTIONSYSTEM.3PROPOSED STORM SYSTEM SHOWN FORREFERENCE. SEE SHEET C400 FOR DETAIL.4CONNECT TO EXISTING SANITARY SEWERSTRUCTURE. FIELD VERIFY INVERTELEVATION AND LOCATION PRIOR TOCONSTRUCTION.5CONNECT TO EXISTING SANITARY SEWERLINE. CONTRACTOR TO POTHOLE, FIELDVERIFY INVERT ELEVATION AND LOCATIONPRIOR TO CONSTRUCTION.6RECONNECT EXISTING FIRE LINE ASSHOWN. CONTRACTOR TO LOCATE EXACTLOCATION OF FIRE LINE PRIOR TOCONSTRUCTION.FHFIRE HYDRANTRPREDUCED PRESSURE BACKFLOWASSEMBLY!!UTILITY CROSSING. PROVIDE 12" MIN.CLEARANCE, U.N.O.PIPE LABELXXLF - XX" XXUTILITY SIZEUTILITY LENGTHUTILITY TYPES=X.XX%XX XX-XXN=XXXX.XXE=XXXX.XXRIM=IE IN = XX.XIE OUT = XX.XSTRUCTURE TYPE CALLOUTUTILITY TYPE (SD=STORM DRAINAGE, S=SANITARYSEWER, W=WATER, FP=FIRE PROTECTION)ID NUMBER (WHERE APPLICABLE)STRUCTURE INFO (WHERE APPLICABLE)LOCATION (WHERE APPLICABLE)STRUCTURE LABELSLOPE (WHERE APPLICABLE)XUTILITY KEY NOTESUTILITY LABEL LEGENDEEEEEEEEEEETTTTEE OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHU OHUOHUEEEEEEEEEEEOHU OHU OHU OVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCT10''SD8''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD6''SD18''SD6''SD6''SD12''SD 12''SD 12''SD 12''SD12''SD12''SD10''SD10''SD10''SD10''SD10''SD 10''SD 8''SD8''SD8''SD 8''SD 6''SD 8''SS8''SS8''SS8''SS[FP][FP][FP][FP]16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W [W][W][W][W][W][W][W][W][W][W][W][W][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [FP] [FP] [FP] [FP][FP][FP]WWW[FP][FP][FP][FP][FP][FP][FP] [ FP ] [ FP ] [ FP ] [ FP ] [ FP ] [ FP ][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP][FP] [FP] [FP] [ F P ] [ F P ][FP][FP] [FP] [FP] [FP] [FP] [FP] [FP] [FP][FP][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD]BBBBBBBBBBBBBBRDRDRDRDTRANEEECECECECSS67COCOCOWWVLTWWPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FH[FP][FP] [ F P ] [ F P ][FP][FP][ F P ] [ F P ] [ F P ] [ F P ] [ F P ]RDDDWWWWFPFP FP W W1 3CONNECT TO EXISTING 8" SANITARY LINES CONN-1IE 6" IN=472.82 (W)IE 8" OUT=472.82 (E) EX.FIELD VERIFY POINTOF CONNECTION32PLANER BUILDINGEEFHFHFHFHRP114 LF - 2"W 308 LF - 2"W100 LF - 2"W8 LF - 6"S60 LF - 6"FP91 LF - 6"FP PROJECT:220x1REVISIONS:CHECKED:wilson-architecture.com | 541-912-0878Springfield Plant ImprovementsRosboroSITE REVIEWDATE: 04.01.24800 Willamette Street, Suite 400Eugene, OR 97401O:541.684.4902F:541.684.4909www.kpff.comP R E L IM I N A R Y N O T F O R C O N S T R U C T I O N C502SCALE201 INCH = 20 FEET20400PLANER BUILDING UTILITYPLANPLANER MILL UPUPUPUPUPUPUPFDFDFDMCC ZONE 4MCC ZONE 6MCC ZONE 5MCC ZONE 7EXAUST FAN/4A141/2A141/1 A141/3 A141AABBDDF12133456798101112JJLLNNQQRRTTVVCEMPSU19'-9"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"21'-0"30'-0"8'-7"29'-0"16'-2"27'-11 1/2"22'-8"21'-0"21'-0"21'-0"21'-0"20'-4 1/2"208'-9"18'-10"8'16' 32'01/16" = 1'-0"1A1515A1416'-0"GGKP1.1P1.2P1.3P1.5P1.8P1.6P1.7P1.9P1.10P1.11P1.12P1.13EYE WASH7'-7"BIKE STORAGELinear Drains, Typ.PLANER BUILDINGP1A119.11P1.4A119.21114.2114.1AIR COMPRESSOR &DRYER ROOM114SHOP112MCC115OFFICE 4113115.2115.1CHECKED:wilson-architecture.com | 541-912-0878DATE:PROJECT:REVISIONS:03.26.202423101CWA111OVERALL PLAN -FIRST FLOORPlaner MillROSBORO PLANTROSBOROSITE REVIEW1Floor PlanFirst Floor First Floor 0' -0" BO. Struct. 39' -8 1/8" Second Floor 13' -6" A B D F J L N Q R T VCEMPSU 5.3'10.7' 21.3'0 3/32" = 1'-0" G K First Floor 0' -0" BO. Struct. 39' -8 1/8" Second Floor 13' -6" ABDFJLNQRTVCEMPSU Metal siding panel Sectional door 5 A141 GK 1/2" / 1'-0" TYP. First Floor 0' -0" BO. Struct. 39' -8 1/8" Second Floor 13' -6" 1 2 133456798101112 Skylights, Typ. First Floor 0' -0" BO. Struct. 39' -8 1/8" Second Floor 13' -6" 12133456798101112 First Floor 0' -0" 13 11 7/8"2'-0 1/8" 1/4" / 1'-0" 4"10"TRENCH BODY TRENCH COVER/GRATE INSTALLATION BARS, REF MFR OVERHEAD DOOR GASKET CHECKED: wilson-architecture.com | 541-912-0878 DATE: PROJECT: REVISIONS:03.26.2024 23101 CW A141 ELEVATIONS Planer Mill ROSBORO PLANT ROSBORO SITE REVIEW 4Elevation South 3/32" = 1'-0"1Elevation North 3/32" = 1'-0"2Elevation East 3/32" = 1'-0"3Elevation West 1 1/2" = 1'-0"5Trench Drain Detail GENERAL NOTES - FLOOR PLAN/3A241/1A241/2 A241/4 A241182021ASPMJKFDB30' - 0"20' - 0"24' - 0"22' - 0"30' - 0"30' - 0"30' - 0"20' - 0"90' - 0"110' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"25' - 0"25' - 0"30' - 0"22232425262728200' - 0"470' - 0"U24' - 0"2930313233343536T10' 20' 40'01" = 20'-0"40' - 0"30' - 0"MAINT SHOP52191511347691016MEETING / OFFICELOBBYOFFICE OFFICEOFFICE6' - 0"M/ESTORAGEQC LABFDFDFDWASH STATION23' - 0"20' - 0"52' - 0"20' - 0"BIKE STORAGE7' - 7"Linear Drains, Typ.1' - 1 15/32"6"GLULAMBUILDINGG1101.1G1.9G1.8G1.7G1.6G1.5G1.4G1.3G1.2G1.1G1.18G1.17G1.16G1.15 G1.14 G1.13G1.12G1.11G1.1063' - 6"CHECKED:wilson-architecture.com | 541-912-0878DATE:PROJECT:REVISIONS:03.26.202423101CWA211OVERALL PLAN -FIRST FLOORGlulam BuildingROSBORO PLANTROSBOROSITE REVIEW1Floor PlanFirst Floor First Floor0' -0"BO. Struct.39' -6 1/8"Second Floor12' -0"18202122232425262728293031323334353652191511347691016First Floor0' -0"BO. Struct.39' -6 1/8"Second Floor12' -0"18202122232425262728293031323334353652191511347691016First Floor0' -0"BO. Struct.39' -6 1/8"Second Floor12' -0"ASPMJKFDBUTSkylights, Typ.First Floor0' -0"BO. Struct.39' -6 1/8"Second Floor12' -0"ASPMJKFDBUT10' 20' 40'01" = 20'-0"CHECKED:wilson-architecture.com | 541-912-0878DATE:PROJECT:REVISIONS:03.26.202423101CWA241ELEVATIONSGlulam BuildingROSBORO PLANTROSBOROSITE REVIEW1" = 20'-0"3ElevationSouth1" = 20'-0"2ElevationNorth1" = 20'-0"1ElevationEast4ElevationWest 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.7 0.7 0.7 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.9 1.2 1.4 1.4 1.4 1.3 1.3 1.3 1.1 1.0 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.8 1.4 2.1 2.3 2.3 2.3 2.2 2.1 2.0 1.9 1.7 1.7 1.5 1.4 1.2 1.1 0.8 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.0 2.3 3.8 4.0 3.4 3.5 3.6 3.2 2.9 2.9 2.7 2.4 2.4 2.2 2.0 1.8 1.5 1.1 0.8 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.1 3.4 6.8 6.5 5.0 5.8 6.1 4.8 4.6 5.0 4.1 3.6 3.9 3.5 2.9 2.8 2.5 1.9 1.2 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.5 5.4 6.4 7.8 5.8 5.3 6.6 5.7 4.4 4.8 4.4 3.1 1.8 1.0 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 4.9 7.0 7.0 5.4 2.8 1.4 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 5.2 3.1 1.8 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 7.2 4.1 2.3 1.3 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.5 0.6 5.5 3.7 2.3 1.4 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.1 1.6 5.1 3.3 2.2 1.4 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.5 0.9 1.6 2.7 6.2 3.6 2.2 1.4 0.7 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.4 0.8 1.4 2.1 6.4 5.4 3.3 2.1 1.3 0.6 0.3 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.7 0.8 5.1 4.3 2.9 2.0 1.2 0.6 0.3 0.1 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.3 7.2 4.7 2.9 1.9 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.1 0.1 0.1 7.3 4.7 2.8 1.8 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 5.2 3.8 2.6 1.7 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 5.7 3.6 2.4 1.6 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.2 6.4 3.8 2.3 1.5 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 0.9 5.5 5.1 3.3 2.2 1.4 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.1 2.0 5.5 4.5 2.9 2.0 1.3 0.7 0.3 0.2 0.1 0.0 0.0 0.1 0.2 0.4 0.7 1.2 2.4 7.9 5.1 3.0 1.9 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.3 6.6 4.6 2.8 1.8 1.1 0.5 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.5 5.2 3.7 2.5 1.7 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 6.5 3.9 2.5 1.6 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 6.4 3.9 2.4 1.5 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 0.2 4.8 3.3 2.2 1.4 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 1.0 6.3 4.9 3.1 2.1 1.4 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.2 0.4 0.7 1.2 2.1 8.0 5.4 3.2 2.0 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.3 2.4 5.8 4.4 2.9 1.9 1.1 0.5 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.3 5.5 3.9 2.6 1.8 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.4 7.1 4.2 2.6 1.6 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 6.0 3.9 2.4 1.5 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 4.8 3.2 2.2 1.5 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 7.2 5.5 3.3 2.1 1.4 0.8 0.3 0.2 0.1 0.0 0.0 0.0 0.2 0.3 0.5 0.8 1.1 7.4 5.4 3.2 2.0 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.4 0.7 1.3 2.3 5.2 4.2 2.8 1.9 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.3 2.4 6.3 4.2 2.7 1.8 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.2 7.4 4.4 2.7 1.7 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.4 5.5 3.8 2.4 1.6 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 5.1 3.3 2.3 1.5 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.2 7.8 6.0 3.5 2.2 1.4 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.5 6.5 5.2 3.2 2.1 1.3 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.2 0.3 0.6 0.9 1.4 5.2 4.2 2.8 1.9 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.2 0.4 0.8 1.4 2.5 7.1 4.6 2.8 1.8 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.2 0.4 0.7 1.2 2.2 7.1 4.5 2.7 1.7 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.9 5.1 3.6 2.4 1.5 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 5.5 3.4 2.2 1.4 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 5.8 3.3 1.9 1.1 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 1.1 3.4 4.2 3.7 2.4 1.5 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.3 3.1 5.5 5.7 5.0 6.5 7.4 5.4 6.1 8.0 5.9 1.5 1.6 1.3 1.0 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 2.0 3.1 3.4 3.4 4.2 4.5 4.1 4.8 5.7 5.0 5.0 6.5 5.4 2.4 0.8 0.2 0.5 0.7 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.8 1.3 1.8 2.1 2.3 2.6 2.7 2.7 3.0 3.3 3.1 3.3 3.7 3.0 1.7 0.7 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.4 0.6 0.8 1.0 1.3 1.5 1.6 1.7 1.9 1.9 2.0 2.1 2.1 2.1 1.7 1.1 0.6 0.3 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.2 1.2 1.2 1.3 1.2 1.2 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.6 0.7 0.6 0.6 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.2 1.2 1.3 1.3 1.2 1.3 1.2 1.1 1.1 1.1 0.9 0.8 0.9 0.8 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.4 0.9 1.5 2.0 2.1 2.1 2.1 2.1 2.0 1.9 1.9 1.8 1.7 1.6 1.6 1.5 1.4 1.3 1.3 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.1 0.1 0.2 0.5 1.2 2.4 3.6 3.6 3.2 3.4 3.4 2.9 2.9 3.0 2.7 2.6 2.6 2.4 2.3 2.2 2.2 2.0 1.9 1.9 1.7 1.6 1.4 1.1 1.0 0.7 0.5 0.4 0.1 0.1 0.2 0.5 1.5 4.0 6.5 5.7 4.8 5.8 5.6 4.4 4.7 5.0 4.1 3.9 4.3 3.8 3.3 3.6 3.4 3.0 3.0 3.0 2.7 2.5 2.3 1.9 1.6 1.1 0.7 0.5 0.1 0.1 0.1 0.1 0.1 7.2 5.2 6.7 7.8 5.7 5.7 7.2 5.9 5.0 6.0 5.7 4.5 4.8 5.1 4.1 3.9 4.1 3.1 3.0 1.8 1.1 0.7 0.1 0.2 0.3 0.3 0.2 7.0 5.1 6.8 7.7 5.5 5.8 7.2 4.9 5.6 2.8 1.6 0.9 0.2 0.4 0.5 0.7 0.7 5.7 3.5 1.9 1.0 0.3 0.5 0.9 1.6 2.0 6.2 5.2 3.1 1.9 1.1 0.3 0.6 1.0 2.0 5.1 4.4 2.9 1.9 1.2 0.3 0.5 0.8 1.3 7.4 5.1 3.1 1.9 1.2 0.3 0.4 0.5 0.6 7.3 5.0 3.0 1.9 0.3 0.3 0.3 0.3 5.3 4.0 2.7 1.8 0.2 0.3 0.4 0.5 0.5 6.4 4.2 2.7 1.7 0.2 0.4 0.6 0.9 1.2 7.4 4.4 2.7 1.7 0.2 0.5 0.8 1.5 2.5 5.5 3.7 2.5 1.6 0.2 0.4 0.8 1.5 2.4 5.3 3.5 2.3 1.5 0.2 0.3 0.5 0.9 1.1 6.4 3.7 2.3 1.4 0.2 0.2 0.3 0.4 0.3 5.4 3.4 2.1 1.3 0.2 0.2 0.3 0.8 2.0 5.0 7.5 5.9 5.4 7.7 5.1 4.5 2.9 1.9 1.2 0.1 0.2 0.3 0.7 1.6 3.3 4.6 4.3 4.5 5.8 5.5 4.9 6.3 6.8 5.3 6.2 7.8 5.9 5.6 7.8 7.4 5.0 2.9 1.7 0.1 0.2 0.3 0.6 1.2 2.0 2.6 2.7 3.0 3.4 3.4 3.3 3.9 4.1 3.7 4.3 4.9 4.4 4.6 5.8 5.3 4.9 6.3 6.6 5.2 6.2 7.3 10.9 5.9 2.9 1.6 0.1 0.2 0.3 0.5 0.9 1.2 1.5 1.8 1.9 2.1 2.2 2.3 2.4 2.5 2.5 2.7 2.9 2.8 3.0 3.4 3.3 3.3 3.8 3.9 3.5 4.1 4.2 5.8 3.7 2.1 1.3 0.1 0.1 0.2 0.2 0.4 0.5 0.7 0.8 1.1 1.2 1.2 1.4 1.5 1.5 1.6 1.7 1.7 1.8 1.9 2.0 2.1 2.2 2.2 2.4 2.4 2.4 2.4 2.3 2.6 2.0 1.3 0.9 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.8 0.8 0.8 0.9 1.0 1.0 1.1 1.2 1.2 1.3 1.4 1.4 1.5 1.5 1.5 1.4 1.3 1.4 1.1 0.8 0.6 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.2 W2 W2 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1W2 W2 W2 W2 W2 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 GLULAM BUILDING EXISTING LUMBER STORAGE WAREHOUSE PLANER BUILDING PROJECT # DRAWN: CHECKED: DATE: SHEET # 2403 HF JPROSBORO MILL EXPANSION2509 Main StreetSpringfeild, OR 97477OVERALL SITE LIGHTING E003 02/20/24 1" = 50'-0"1 OVERALL SITE LIGHTING NOTES: U.N.O. EXTERIOT LIGHTS MOUNTED AT 31' 6" Lighting Fixture Schedule Type Mark Description Manufacturer Lamp / Watt. / Color Temp Lumens/CCT Voltage Finish Mounting Special Notes W1 Wall Pack SLIM15FAFC150_4K at 0% CCT Setting LED / 155.93W / 4K 22217 277 V Bronze Wall W2 Wall Pack SLIM15FAFC60_4K at 0% CCT Setting LED / 58.4W / 4K 8190 277 V Bronze Wall REVISIONS Revision Number Revision Date 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.2 1.2 1.3 1.3 1.2 1.3 1.2 1.1 1.1 1.1 0.9 0.8 0.9 0.8 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.4 0.9 1.5 2.0 2.1 2.1 2.1 2.1 2.0 1.9 1.9 1.8 1.7 1.6 1.6 1.5 1.4 1.3 1.3 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.1 0.1 0.2 0.5 1.2 2.4 3.6 3.6 3.2 3.4 3.4 2.9 2.9 3.0 2.7 2.6 2.6 2.4 2.3 2.2 2.2 2.0 1.9 1.9 1.7 1.6 1.4 1.1 1.0 0.7 0.5 0.4 0.1 0.1 0.2 0.5 1.5 4.0 6.5 5.7 4.8 5.8 5.6 4.4 4.7 5.0 4.1 3.9 4.3 3.8 3.3 3.6 3.4 3.0 3.0 3.0 2.7 2.5 2.3 1.9 1.6 1.1 0.7 0.5 0.1 0.1 0.1 0.1 0.1 7.2 5.2 6.7 7.8 5.7 5.7 7.2 5.9 5.0 6.0 5.7 4.5 4.8 5.1 4.1 3.9 4.1 3.1 3.0 1.8 1.1 0.7 0.1 0.2 0.3 0.3 0.2 7.0 5.1 6.8 7.7 5.5 5.8 7.2 4.9 5.6 2.8 1.6 0.9 0.2 0.4 0.5 0.7 0.7 5.7 3.5 1.9 1.0 0.3 0.5 0.9 1.6 2.0 6.2 5.2 3.1 1.9 1.1 0.3 0.6 1.0 2.0 5.1 4.4 2.9 1.9 1.2 0.3 0.5 0.8 1.3 7.4 5.1 3.1 1.9 1.2 0.3 0.4 0.5 0.6 7.3 5.0 3.0 1.9 0.3 0.3 0.3 0.3 5.3 4.0 2.7 1.8 0.2 0.3 0.4 0.5 0.5 6.4 4.2 2.7 1.7 0.2 0.4 0.6 0.9 1.2 7.4 4.4 2.7 1.7 0.2 0.5 0.8 1.5 2.5 5.5 3.7 2.5 1.6 0.2 0.4 0.8 1.5 2.4 5.3 3.5 2.3 1.5 0.2 0.3 0.5 0.9 1.1 6.4 3.7 2.3 1.4 0.2 0.2 0.3 0.4 0.3 5.4 3.4 2.1 1.3 0.2 0.2 0.3 0.8 2.0 5.0 7.5 5.9 5.4 7.7 5.1 4.5 2.9 1.9 1.2 0.1 0.2 0.3 0.7 1.6 3.3 4.6 4.3 4.5 5.8 5.5 4.9 6.3 6.8 5.3 6.2 7.8 5.9 5.6 7.8 7.4 5.0 2.9 1.7 0.1 0.2 0.3 0.6 1.2 2.0 2.6 2.7 3.0 3.4 3.4 3.3 3.9 4.1 3.7 4.3 4.9 4.4 4.6 5.8 5.3 4.9 6.3 6.6 5.2 6.2 7.3 10.9 5.9 2.9 1.6 0.1 0.2 0.3 0.5 0.9 1.2 1.5 1.8 1.9 2.1 2.2 2.3 2.4 2.5 2.5 2.7 2.9 2.8 3.0 3.4 3.3 3.3 3.8 3.9 3.5 4.1 4.2 5.8 3.7 2.1 1.3 0.1 0.1 0.2 0.2 0.4 0.5 0.7 0.8 1.1 1.2 1.2 1.4 1.5 1.5 1.6 1.7 1.7 1.8 1.9 2.0 2.1 2.2 2.2 2.4 2.4 2.4 2.4 2.3 2.6 2.0 1.3 0.9 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.8 0.8 0.8 0.9 1.0 1.0 1.1 1.2 1.2 1.3 1.4 1.4 1.5 1.5 1.5 1.4 1.3 1.4 1.1 0.8 0.6 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.4 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.2 W2 W2 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 PLANER BUILDNG PROJECT # DRAWN: CHECKED: DATE: SHEET # 2403 HF JPROSBORO MILL EXPANSION2509 Main StreetSpringfeild, OR 97477PLANER SITE LIGHTING E004 02/20/24 1" = 30'-0"1 PLANER SITE LIGHTING Lighting Fixture Schedule Type Mark Description Manufacturer Lamp / Watt. / Color Temp Lumens/CCT Voltage Finish Mounting Special Notes W1 Wall Pack SLIM15FAFC150_4K at 0% CCT Setting LED / 155.93W / 4K 22217 277 V Bronze Wall W2 Wall Pack SLIM15FAFC60_4K at 0% CCT Setting LED / 58.4W / 4K 8190 277 V Bronze Wall NOTES: U.N.O. EXTERIOT LIGHTS MOUNTED AT 31' 6" REVISIONS Revision Number Revision Date 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.7 0.7 0.7 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.9 1.2 1.4 1.4 1.4 1.3 1.3 1.3 1.1 1.0 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.8 1.4 2.1 2.3 2.3 2.3 2.2 2.1 2.0 1.9 1.7 1.7 1.5 1.4 1.2 1.1 0.8 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.0 2.3 3.8 4.0 3.4 3.5 3.6 3.2 2.9 2.9 2.7 2.4 2.4 2.2 2.0 1.8 1.5 1.1 0.8 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.1 3.4 6.8 6.5 5.0 5.8 6.1 4.8 4.6 5.0 4.1 3.6 3.9 3.5 2.9 2.8 2.5 1.9 1.2 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.5 5.4 6.4 7.8 5.8 5.3 6.6 5.7 4.4 4.8 4.4 3.1 1.8 1.0 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 4.9 7.0 7.0 5.4 2.8 1.4 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 5.2 3.1 1.8 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 7.2 4.1 2.3 1.3 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.5 0.6 5.5 3.7 2.3 1.4 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.1 1.6 5.1 3.3 2.2 1.4 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.5 0.9 1.6 2.7 6.2 3.6 2.2 1.4 0.7 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.4 0.8 1.4 2.1 6.4 5.4 3.3 2.1 1.3 0.6 0.3 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.7 0.8 5.1 4.3 2.9 2.0 1.2 0.6 0.3 0.1 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.3 7.2 4.7 2.9 1.9 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.1 0.1 0.1 7.3 4.7 2.8 1.8 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 5.2 3.8 2.6 1.7 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 5.7 3.6 2.4 1.6 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.2 6.4 3.8 2.3 1.5 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 0.9 5.5 5.1 3.3 2.2 1.4 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.1 2.0 5.5 4.5 2.9 2.0 1.3 0.7 0.3 0.2 0.1 0.0 0.0 0.1 0.2 0.4 0.7 1.2 2.4 7.9 5.1 3.0 1.9 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.3 6.6 4.6 2.8 1.8 1.1 0.5 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.5 5.2 3.7 2.5 1.7 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 6.5 3.9 2.5 1.6 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 6.4 3.9 2.4 1.5 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 0.2 4.8 3.3 2.2 1.4 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 1.0 6.3 4.9 3.1 2.1 1.4 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.2 0.4 0.7 1.2 2.1 8.0 5.4 3.2 2.0 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.3 2.4 5.8 4.4 2.9 1.9 1.1 0.5 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.3 5.5 3.9 2.6 1.8 1.1 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.4 7.1 4.2 2.6 1.6 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 6.0 3.9 2.4 1.5 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 4.8 3.2 2.2 1.5 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 7.2 5.5 3.3 2.1 1.4 0.8 0.3 0.2 0.1 0.0 0.0 0.0 0.2 0.3 0.5 0.8 1.1 7.4 5.4 3.2 2.0 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.4 0.7 1.3 2.3 5.2 4.2 2.8 1.9 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.3 2.4 6.3 4.2 2.7 1.8 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.2 7.4 4.4 2.7 1.7 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.4 5.5 3.8 2.4 1.6 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 5.1 3.3 2.3 1.5 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.2 7.8 6.0 3.5 2.2 1.4 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.5 6.5 5.2 3.2 2.1 1.3 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.2 0.3 0.6 0.9 1.4 5.2 4.2 2.8 1.9 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.2 0.4 0.8 1.4 2.5 7.1 4.6 2.8 1.8 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.2 0.4 0.7 1.2 2.2 7.1 4.5 2.7 1.7 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.9 5.1 3.6 2.4 1.5 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 5.5 3.4 2.2 1.4 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 5.8 3.3 1.9 1.1 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 1.1 3.4 4.2 3.7 2.4 1.5 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.3 3.1 5.5 5.7 5.0 6.5 7.4 5.4 6.1 8.0 5.9 1.5 1.6 1.3 1.0 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 2.0 3.1 3.4 3.4 4.2 4.5 4.1 4.8 5.7 5.0 5.0 6.5 5.4 2.4 0.8 0.2 0.5 0.7 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.8 1.3 1.8 2.1 2.3 2.6 2.7 2.7 3.0 3.3 3.1 3.3 3.7 3.0 1.7 0.7 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.4 0.6 0.8 1.0 1.3 1.5 1.6 1.7 1.9 1.9 2.0 2.1 2.1 2.1 1.7 1.1 0.6 0.3 0.2 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.2 1.2 1.2 1.3 1.2 1.2 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.6 0.7 0.6 0.6 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 GLULAM BUILDNG W2 W2 W2 W2 W2 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 PROJECT # DRAWN: CHECKED: DATE: SHEET # 2403 HF JPROSBORO MILL EXPANSION2509 Main StreetSpringfeild, OR 97477GLULAM SITE LIGHTING E005 02/20/24 1" = 30'-0"1 GLULAM SITE LIGHTING Lighting Fixture Schedule Type Mark Description Manufacturer Lamp / Watt. / Color Temp Lumens/CCT Voltage Finish Mounting Special Notes W1 Wall Pack SLIM15FAFC150_4K at 0% CCT Setting LED / 155.93W / 4K 22217 277 V Bronze Wall W2 Wall Pack SLIM15FAFC60_4K at 0% CCT Setting LED / 58.4W / 4K 8190 277 V Bronze Wall NOTES: U.N.O. EXTERIOT LIGHTS MOUNTED AT 31' 6" REVISIONS Revision Number Revision Date ROSBORO OVERALL SITE LIGHTING - BUILDING MOUNTEDDesignerNWE - JPDate02/20/2024ScaleNot to ScaleDrawing No.Summary1 of 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ViewScale - 1" = 50ftScheduleSymbol Label Quantity Manufacturer Catalog Number DescriptionNumberLampsLumensPer LampLight LossFactorWattageW141 RAB Lighting Inc. SLIM17FAFC150_4K at 0% CCT Setting 1 22217 1 155.93W27 RAB Lighting Inc. SLIM17FAFC60_4K at 0% CCT Setting1 8190 1 58.39StatisticsDescription Symbol Avg Max Min Max/Min Avg/MinOverall Site 1.0 fc 10.9 fc 0.0 fc N/A N/A