Document Woodburn_doc_9b09436aee

© 2025 Microsoft Corporation © 2025 TomTom Sheet Title Project Name: Project Adress: Project Owner: www.opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet Revision Date No. THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-01 10.28.2025 City Of Woodburn Oregon copyright 2018 File: N:\c\p\2019\1900192-woodburn-comm-ctr\CAD\PLOT\1900192-01-COVER.dwg TAB:C0.1 Plotted: 10/27/25 at 4:52pm By: JCollinson 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PLANNING COMMISSION DESIGN REVIEW PRELIMINARY NOT FOR CONSTRUCTION COVER SHEET C0.1 SHEET INDEX 1. SURVEY PROVIDED BY S&F LAND SERVICES, DATED 04/01/2020. ELEVATIONS ARE BASED ON MARION COUNTY VERTICAL DATUM ESTABLISHED PER BENCH MARK NO. T13, P10 RD 0246 LOCATED AT THE BENCHMARK AT THE INTERSECTION OF LINCOLN AND NORTH FIRST STREET WITH AN ELEVATION OF 187.52, NAVD 88. SURVEY HAS PROVIDED CONVERSTION FROM NAVD 88 TO NGVD 29 IS -3.37. 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. [SEE SHEET C0.2A FOR PROJECT CONTROL INFORMATION.] 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. 6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION LAYOUT. 7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. 8. SOME SITE DEMOLITION AND UTILITY RELOCATION HAS BEEN PERFORMED. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 9. CONTRACTOR TO REFERENCE SOILS REPORT FOR THE SITE SOILS CONDITIONS. 10. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2024 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND REQUIREMENTS OF THE CITY OF WOODBURN. 11. 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. 12. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR [PHONE REDACTED] THROUGH OAR [PHONE REDACTED]. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY 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. 13. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 14. 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. 15. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF WOODBURN DRAINAGE MANUAL AND DEQ MANUAL AND BEST MANAGEMENT PRACTICES FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 17. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY OF WOODBURN FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 18. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO THE WOODBURN COMMUNITY CENTER DURING OPERATING HOURS. CHECK WITH THE CITY OF WOODBURN FOR MORE REQUIREMENTS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 20. NOTIFY CITY INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE CITY'S REPRESENTATIVE, THE CITY'S ARCHITECT, THE CITY'S ENGINEER, AND THE CONTRACTOR SHALL BE REQUIRED. DEMOLITION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS. 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY. 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION JOINT. 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. UTILITIES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. 5. ALL WORK TO CONFORM TO THE 2023 OREGON PLUMBING SPECIALTY CODE STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 3. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, BASED ON COORDINATES, DIMENSIONS AND BEARINGS INDICATED ON THE PLANS. CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. 4. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. 5. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE 'WYE' BRANCH TYPE. WATER 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. PAVING 1. SEE LANDSCAPE PLANS FOR SIDEWALK FINISHING AND SCORING PATTERNS. GENERAL 1. ACTUAL LINES AND GRADES SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON DIMENSIONS, ELEVATIONS AND BEARINGS AS SHOWN ON THE PLANS. 2. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. 3. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING. 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE, DUCTILE IRON PIPE, REINFORCED CONCRETE PIPE (RCP), OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 3. PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON PIPE OR PVC PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 4. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER TUBING OR SCHEDULE 40 PVC CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. Call before you dig. or [PHONE REDACTED] AC ASPHALT CONCRETE AD AREA DRAIN APPROX APPROXIMATE B BOLLARD BLDG BUILDING BOW BACK OF WALK BS BOTTOM OF SWALE BOTTOM OF STAIR BW BOTTOM OF WALL CB CATCH BASIN CL CENTERLINE CO CLEANOUT CONC. CONCRETE COTG CLEANOUT TO GRADE CP CONTROL POINT Δ DELTA D/W DRIVEWAY DIA.,Ø DIAMETER DIP DUCTILE IRON PIPE E EASTING EXIST./EX EXISTING FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FL FLOWLINE FND FOUNDATION G GUTTER GB GRADE BREAK GL GAS LINE GV GATE VALVE H HEIGHT HCP HANDICAP PARKING SPACE HP HIGH POINT IE INVERT ELEVATION INV INVERT IRR. IRRIGATION LP LIGHT POLE MH MANHOLE MIN MINIMUM N NORTHING OF OUTFALL OVH/OH OVERHEAD P/L PROPERTY LINE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR POINT OF CURB RETURN PED PEDESTRIAN PM PARKING METER POC POINT ON CURVE PP POWER POLE PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENT P.U.E PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT PRIVATE R RIM RD ROOF DRAIN R.O.W RIGHT-OF-WAY S SLOPE (FT/FT) SD STORM DRAIN SDMH STORM DRAIN MANHOLE SHT SHEET SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD S/W SIDEWALK TC TOP OF CURB TD TRENCH DRAIN TG TOP OF GROUND TP TOP OF PAVEMENT TRANS. TRANSFORMER TS TOP OF STAIR TW TOP OF WALL TOP OF WALK TYP TYPICAL UG UNDERGROUND UGE UNDERGROUND ELECTRIC W WATER W/ WITH WCR WHEEL CHAIR RAMP WM WATER METER WV WATER VALVE ABBREVIATIONS ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. SEPARATION STATEMENT CONSTRUCTION NOTES GENERAL NOTES MATERIAL NOTES SHEET COUNT SHEET NUMBER SHEET TITLE 1 C0.1 COVER SHEET 2 C0.2A EXISTING CONDITIONS 3 C0.2B EXISTING CONDITIONS 4 C0.3 FEMA OVERLAY MAP 5 C0.4 FIRE ACCESS PLAN 6 C1.0 DEMOLITION PLAN 7 C2.0 SITE PLAN 8 C3.0 GRADING PLAN - OVERALL 9 C3.1 GRADING PLAN - AREA 1 10 C3.2 GRADING PLAN - AREA 2 11 C3.3 GRADING PLAN - AREA 3 12 C3.4 GRADING PLAN - AREA 4 13 C3.5 GRADING PLAN ENLARGEMENT & SECTIONS 14 C4.0 UTILITY PLAN 15 C4.1 UTILITY PLAN ENLARGEMENT 1 16 C4.2 UTILITY PLAN ENLARGEMENT 2 17 C5.0 CIVIL DETAILS 18 C5.1 CIVIL DETAILS 19 C5.2 CIVIL DETAILS 20 C6.0 EROSION AND SEDIMENT CONTROL PLAN 21 C7.0 EROSION AND SEDIMENT CONTROL DETAILS WOODBURN COMMUNITY CENTER WOODBURN, OREGON MAP FROM: 2025 MICROSOFT© 2025 TOMTOM© SCALE: NTS VICINITY MAP OWNER: CITY OF WOODBURN CITY OF WOODBURN 270 MONTGOMERY ST WOODBURN, OREGON 97071 TEL: 503-XXX-XXXX CONTACT: JESSE CUOMO CIVIL ENGINEER/PROJECT MANAGER: KPFF CONSULTING ENGINEERS 111 SW FIFTH AVENUE, SUITE 2600 PORTLAND, OREGON 97204 TEL: [PHONE REDACTED] CONTACT: JOSH LIGHTHIPE ARCHITECT: OPSIS 975 SE MAIN ST. PORTLAND, OREGON 97214 TEL: [PHONE REDACTED] CONTACT: JUSTINE BANDA LANDSCAPE ARCHITECT: LANGO HANSEN LANDSCAPE ARCHITECTS 1100 NW GLISAN #3A, PORTLAND, OREGON 97209 TEL: [PHONE REDACTED] CONTACT: KYLE TRULEN PROJECT CONTACTS PROJECT SITE ATTACHMENT 106A Community Center Plans ---PAGE BREAK--- 0 SCALE: 1" = 40' 40' 40 20' C C C C C C C C C C C C C FEMA 100 YEAR ZONE A FEMA 100 YEAR ZONE AE ROW ROW ROW ROW ROW ROW ROW ROW 82.1' 181.5' Sheet Title Project Name: Project Adress: Project Owner: www.opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet Revision Date No. THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-01 10.28.2025 City Of Woodburn Oregon copyright 2018 File: N:\c\p\2019\1900192-woodburn-comm-ctr\CAD\PLOT\1900192-03-FEMA.dwg TAB:C0.3 Plotted: 10/27/25 at 4:53pm By: JCollinson 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PLANNING COMMISSION DESIGN REVIEW PRELIMINARY NOT FOR CONSTRUCTION C0.3 FEMA OVERLAY MAP FRONT STREET OAK STREET SECOND STREET FIRST STREET WEST CLEVELAND STREET SCALE 40 1 INCH = 40 FEET 40 80 0 ROW (ROW)/PROPERTY LINE SHEET LEGEND FEMA 100 YEAR ZONE AE FEMA 100 YEAR ZONE A LIMIT OF WORK LINE ---PAGE BREAK--- C C C C C C C C C C C C C J H G F E E.1 D C B A 10 9.3 9 8 7.8 7.4 7 6 5 4 3 2 1 124.3' 24.0' 24.0' 20.0' PROPOSED FDC PROPOSED FIRE HYDRANT TOTAL HOSE LENGTH = 216' TOTAL HOSE LENGTH = 216' EXISTING FIRE HYDRANT 24.0' 24.1' 30.0' R28' R48' R48' R28' R28' R48' R28' R28' R48' R48' R48' R28' R28' R48' R48' R28' R28' R48' R48' R28' R48' R28' 82.7' 44.8' EX. BUILDING PROPOSED BUILDING REMOVABLE BOLLARDS 24.0' 24.0' 24.0' 24.0' 24.0' R48' R28' R28' R48' R28' R48' R28' R48' 1 2 3 4 6 10 7 8 5 9 11 26' Sheet Title Project Name: Project Adress: Project Owner: www.opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet Revision Date No. THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-01 10.28.2025 City Of Woodburn Oregon copyright 2018 File: N:\c\p\2019\1900192-woodburn-comm-ctr\CAD\PLOT\1900192-04-FIRE-ACC.dwg TAB:C0.4 Plotted: 10/27/25 at 4:54pm By: JCollinson 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PLANNING COMMISSION DESIGN REVIEW PRELIMINARY NOT FOR CONSTRUCTION C0.4 FIRE ACCESS PLAN FRONT STREET OAK STREET SECOND STREET FIRST STREET WEST CLEVELAND STREET SCALE 20 1 INCH = 20 FEET 20 40 0 FIRE APPARATUS ACCESS ROADS SHALL BE IN ACCORDANCE WITH THE 2022 OREGON FIRE CODE AND ALL OTHER APPLICABLE REQUIREMENTS OF THE INTERNATIONAL FIRE CODE. 1. FLOW TEST RESULTS 104 HYDRANT TESTED ON 5/08/2025 STATIC:56 PSIG RESIDUAL: 47 PSIG @ 20 PSI: 3769 GPM 3. CURBS IN FIRE ACCESS ZONES SHALL BE PAINTED RED WITH WHITE "NO PARKING FIRE LANE" STENCIL AT A MINIMUM OF 20' ON CENTER. TEXT SHALL BE 1 INCH WIDE BY 6 INCHES HIGH PER OFC 503.3. 28' RADIUS INSIDE AND 48' RADIUS OUTSIDE ON FIRE ACCESS ROAD SHEET NOTES SHEET LEGEND STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT (PRIVATE OR PUBLIC AS NOTED) UTILITY LABEL LEGEND FIRE APPARATUS PATH OF TRAVEL AND MANEUVER NUMBER HOSE PULL, LENGTH AS NOTED. X ---PAGE BREAK--- / / / / / / . / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4 14 14 14 14 19 20 3 3 3 5 3 3 6 21 20 40 42 46 60 48 31 22 24 24 41 49 40 49 60 2 1 1 5 5 4 42 2 2 3 24 24 41 60 5 3 4 2 49 1 42 2 42 42 42 60 60 47 42 16 60 49 49 2 3 2 1 3 24 49 49 26 26 25 25 49 18 18 18 25 48 3 3 48 15 42 49 8 42 42 29 30 20 1 46 1 22 22 22 42 49 42 47 42 51 50 1 1 42 44 21 11 42 44 15 31 47 3 1 40 16 16 32 52 TYP. 61 5 5 2 3 40 42 46 42 1 3 33 24 18 30 42 42 9 9 62 49 53 62 60 1 2 40 40 49 REMOVE OR ABANDON UTILITY LINE IN PLACE. ALL ABANDONED STORM AND SEWER LINES TO BE FILLED WITH CDF. SAWCUT LINE DEMOLITION/WORK LIMITS (SHOWN OFFSET FOR CLARITY) PROPERTY LINE 40 PROTECT CURB AND SIDEWALK. 41 PROTECT ELECTRIC FACILITY. 42 PROTECT UNDERGROUND UTILITIES. 43 PROTECT EXISTING BUILDING. 44 PROTECT MONUMENTATION. 45 PROTECT EXISTING FENCE. 46 PROTECT EXISTING STREET SIGN. 47 PROTECT EXISTING LIGHT AND POLE. 48 PROTECT EXISTING OVERHEAD ELECTRIC POLE. 49 PROTECT EXISTING UTILITY STRUCTURE. 50 PROTECT RETAINING WALL. 51 PROTECT STAIRS. 52 PROTECT BOLLARDS 53 PRIOR TO CONSTRUCTION, CONFIRM IF EX. WATER METER CONFLICTS WITH PROPOSED SIDEWALK AND NOTIFY ENGINEER & CITY. PER DAGO, WATER METER WILL REQUIRED RELOCATION IF FOUND TO CONFLICT. X SALVAGE KEY NOTES SHEET LEGEND / / / / / / / / / SCALE 20 1 INCH = 20 FEET 20 40 0 Sheet Title Project Name: Project Adress: Project Owner: www.opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet Revision Date No. THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-01 10.28.2025 City Of Woodburn Oregon copyright 2018 File: N:\c\p\2019\1900192-woodburn-comm-ctr\CAD\PLOT\1900192-10-DEMO.dwg TAB:C1.0 Plotted: 10/27/25 at 4:54pm By: JCollinson 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PLANNING COMMISSION DESIGN REVIEW PRELIMINARY NOT FOR CONSTRUCTION DEMOLITION PLAN C1.0 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE CONTRACTOR. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, CURB, AND PAVEMENT, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 10. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE ABANDONED SHALL BE PLUGGED PER DETAIL 1/ C1.0. FILL ALL ABANDONED PIPES WITH CDF. 11. ALL TREE REMOVAL, SALVAGE, AND PROTECTION TO BE FOUND ON LANDSCAPE ARCHITECT PLANS. 1 SAWCUT LINE 2 REMOVE CONCRETE CURB. 3 REMOVE CONCRETE SIDEWALK 4 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. 5 REMOVE CONCRETE ADA RAMP. 6 REMOVE CONCRETE DRIVEWAY. 7 REMOVE TENNIS COURT CONCRETE SLAB. 8 REMOVE AREA DRAIN 9 REMOVE STORM SEWER LINE 10 REMOVE STORM SEWER MANHOLE 11 REMOVE SANITARY SEWER LINE (UNDER PROPOSED BUILDING) 12 REMOVE SANITARY SEWER MANHOLE 13 REMOVE BLOCK WALL 14 REMOVE CHAIN LINK FENCE 15 REMOVE CONCRETE RETAINING WALL 16 REMOVE IRRIGATION PIPING AND CONTROL VALVES 17 REMOVE OVERHEAD STADIUM LIGHTS AND FOUNDATION 18 REMOVE LIGHTING STRUCTURE AND FOUNDATION 19 REMOVE RECREATIONAL FACILITY AND CONCRETE PAD 20 REMOVE STAIRS 21 REMOVE HOUSE AND FOUNDATION 22 REMOVE SIGN 23 REMOVE BOLLARD 24 REMOVE STORM INLET 25 REMOVE EXISTING TREE PER LANDSCAPE PLAN 26 REMOVE EXISTING ELECTRIC FACILITIES 27 REMOVE EXISTING GAS FACILITIES 28 REMOVE EXISTING CONCRETE STRUCTURE 29 REMOVE OVERHEAD UTILITIES 30 REMOVE EXISTING WATER METER 31 REMOVE POLE AND GUY WIRE 32 RELOCATE GUY WIRE 33 REMOVE SHRUBS 60 SALVAGE SIGN AND RETURN TO CITY AT DESIGNATED LOCATION. 61 SALVAGE & RELOCATE EXISTING HYDRANT 62 SALVAGE PAVERS AND RETURN TO THE CITY AT DESIGNATED LOCATION SHEET NOTES X DEMOLITION KEY NOTES X PROTECTION KEY NOTES 3" 3" 6" 6" 3" 1 PLUG FILL PIPE WITH CONC. 1' MIN. INTO PIPE PIPE TO BE ABANDONED PACKING MATERIAL TO CONTAIN CONCRETE FRONT STREET OAK STREET SECOND STREET FIRST STREET WEST CLEVELAND STREET REMOVE TREE TREE PROTECTION ---PAGE BREAK--- 6' C C C C C C C C C C C C C J H G F E E.1 D C B A 10 9.3 9 8 7.8 7.4 7 6 5 4 3 2 1 2A 2A 6A 6B 7 9 2A 2A 2A 2D 6C TYP. 15 TYP. 2C 2C 1 P4 2D 5 7.5' 15.0' 24.0' 18.0' 9.6' 9.0' 7.5' x 15' COMPACT STALLS 52.5' 7.5' 7.5' x 15' COMPACT STALLS 52.5' (10) 9' x 18' STALLS 90.0' R3' R5' R3' R3' R3' 18.0' 24.0' 9.0' 18.0' 24' 9'x16.5' STALLS 36.0' 9' 9' 6' 9' 9' 6' 9' 9' 8' 16.5' 24' 16.5' (10) 9'x16.5' STALLS 90' 9'x16.5' STALLS 81' 8.5' (10) 9'x16.5' STALLS 90' 9'x16.5' STALLS 72' 8.5' 9' 5' 16.5' 24' 16.5' R300.0' 9' x 18' STALLS 54.4' 9'x16.5' STALLS 36.0' 8' 189.5' 9 1 7.0' 6C TYP. 2A 2A 6A TYP. 6B TYP. 6A TYP. 6B TYP. 2D 2D E1 TYP. L5 TYP. A3 L4 L4 5 24' 14.0' 82' 6C TYP. 2A 2D 2D L2 L3 E3 TYP. E2 E2 P5 9 P6 P1B ROW ROW ROW ROW ROW ROW ROW 4' 10.9' A1 R15' 6' 2B 2D 2A 4 TYP. 4 TYP. R15' 9' x 18' STALLS 36' P1C R76' R100' 24' 3' 9' 6' ROW 6' 6' R10' 26' P3A TYP. 6.5' 8.5' RELOCATED TENNIS COURT (NIC), SEE SEPARATE PARKS IMPROVEMENT PROJECT 6' PUE 3' P5 6' 5' 6' 5' 1 3' 6' 6' Sheet Title Project Name: Project Adress: Project Owner: www.opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet Revision Date No. THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-01 10.28.2025 City Of Woodburn Oregon copyright 2018 File: N:\c\p\2019\1900192-woodburn-comm-ctr\CAD\PLOT\1900192-20-SITE.dwg TAB:C2.0 Plotted: 10/27/25 at 4:54pm By: JCollinson 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PLANNING COMMISSION DESIGN REVIEW PRELIMINARY NOT FOR CONSTRUCTION C2.0 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DETAIL 15/C5.0. 3. PROPOSED FRONTAGE IMPROVEMENTS IN ROW SHALL BE CONSTRUCTED PER CITY OF WOODBURN AND/OR ODOT CONSTRUCTION STANDARDS AND DETAILS. 4. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 5. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). # DESCRIPTION DETAIL REF. 1 SAWCUT 2A CONCRETE CURB 2A/C5.0 2B CONCRETE CURB AND GUTTER 2B/C5.0 2C THICKENED CURB AND GUTTER 2C/C5.0 2D FLUSH CURB 2E/C5.0 3A REMOVABLE BOLLARD 3B STANDARD BOLLARD 4 WHEEL STOP 4/C5.0 5 SIDEWALK 1C/C5.0 6A ADA PARKING STALLS AND STRIPING 2/C5.0 6B 'NO PARKING" ZONE STRIPING 3/C5.0 6C 4" WIDE WHITE STRIPE 7 ADA PARKING SIGN 4/C5.0 8 DETECTABLE WARNING 8/C5.0 9 CURB RAMP 10/C5.0 10 'SIDEWALK CLOSED' SIGN X KEY NOTES SHEET NOTES SITE PLAN 1C C5.1 ASPHALT PAVEMENT - DRIVE AISLES - PARKING STALLS CONCRETE PAVEMENT - DRIVE AISLES - PARKING STALLS 1B C5.1 PROPERTY LINE SHEET LEGEND FRONT STREET OAK STREET SECOND STREET FIRST STREET WEST CLEVELAND STREET SCALE 20 1 INCH = 20 FEET 20 40 0 STORMWATER BASIN 1B C5.1 X ELECTRICAL (SHOWN FOR REFERENCE, SEE ELECTRICAL PLANS) # DESCRIPTION DETAIL REF. E1 ELECTRICAL CHARGER & YARD BOX E2 STREET LIGHT E3 ON-SITE LIGHTING X LANDSCAPE (SHOWN FOR REFERENCE, SEE LANDSCAPE PLANS) # DESCRIPTION DETAIL REF. L1 CONCRETE WALL L2 CONCRETE WALKWAY/PLAZA L3 SEAT WALL L4 STAIRS AND HANDRAIL L5 BIKE RACKS X PUBLIC KEY NOTES (SEE SHEET NOTE 3) # DESCRIPTION DETAIL REF. (ODOT OR COW) P1A PERPENDICULAR CURB RAMP RD910 P1B PERPENDICULAR CURB RAMP THROUGH BUFFER STRIP RD912 P1C RAMP FOR WIDE SIDEWALKS OPTION "PR-2" RD910 P2A TYPE ' C' CURB 4100-2 P2B FLUSH CURB P2C TYPE CURB & GUTTER 4100-2 P2D MOUNTABLE CURB RD700 P2E TYPE CURB AT DRIVEWAY 4100-4 P3A REMOVABLE BOLLARD RD130 P3B STANDARD BOLLARD RD130 P4 DRIVEWAY APPROACH 4150-1 P5 SURFACE FULL DEPTH REPAIR 4220-1 P6 SIDEWALKS 4150-8 1D C5.1 5 C5.1 X ARCHITECTURAL KEY NOTES (SHOWN FOR REFERENCE, SEE ARCHITECTURAL PLANS) # DESCRIPTION DETAIL REF. A1 TRASH ENCLOSURE 1 C2.1 2 C2.1 ---PAGE BREAK--- 1 2A 8 2D P1B 6C TYP. P2E 3' 20' 3' 6' R3' 12.3' 9 P1B 10 9 2A 146.3° 166.0° 10' 4' 1' 6' PUE P2C 1 1 2D 9 9' P3A TYP. P2D P3B P2D P5 P1A P2A P5 P2E P5 P1A P6 ROW 1 7' 13' L3 P1A 10.7' 1.5' 12.1' 12.0' P2A 13.0' 20' 3' 3' R10' 12' P3A TYP. 38.0' 7.0' 24.0' 6' P2C 1 1 2D 9 9' P3A TYP. P2D P3B P2D P5 P1A P2A P5 P2E P5 P1A P6 ROW 1 7' 13' L3 P1A 6' 10.7' 1.5' 12.1' 12.0' P2A 6' 5.5' 5.5' 5.5' 5.5' 5.5' 6' 5.5' 13.0' 20' 3' 3' 6' 5.5' 5.5' 11' 1.5' 5.5' 4.9' 5.5' 5.5' R10' 6.5' 12' 11' 19' 13' 13.0' GB GB C4 C3 1+00 8+00 9+00 INTERSECTION 1+00.00 (FIRST STREET)= 8+50.40 (OAK STREET) N 546393.77 E 7593315.07 1+29.35 LT 11.00' P3A TYP. 5.0' 6' PUE 38.0' 7.0' 24.0' 6' Sheet Title Project Name: Project Adress: Project Owner: www.opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet Revision Date No. THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-01 10.28.2025 City Of Woodburn Oregon copyright 2018 File: N:\c\p\2019\1900192-woodburn-comm-ctr\CAD\PLOT\1900192-20-SITE.dwg TAB:C2.1 Plotted: 10/27/25 at 4:54pm By: JCollinson 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PLANNING COMMISSION DESIGN REVIEW PRELIMINARY NOT FOR CONSTRUCTION C2.1 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DETAIL 15/C5.0. 3. PROPOSED FRONTAGE IMPROVEMENTS IN ROW SHALL BE CONSTRUCTED PER CITY OF WOODBURN AND/OR ODOT CONSTRUCTION STANDARDS AND DETAILS. 4. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 5. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 6. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). # DESCRIPTION DETAIL REF. 1 SAWCUT 2A CONCRETE CURB 2A/C5.0 2B CONCRETE CURB AND GUTTER 2B/C5.0 2C THICKENED CURB AND GUTTER 2C/C5.0 2D FLUSH CURB 2E/C5.0 3A REMOVABLE BOLLARD 3B STANDARD BOLLARD 4 WHEEL STOP 4/C5.0 5 SIDEWALK 1C/C5.0 6A ADA PARKING STALLS AND STRIPING 2/C5.0 6B 'NO PARKING" ZONE STRIPING 3/C5.0 6C 4" WIDE WHITE STRIPE 7 ADA PARKING SIGN 4/C5.0 8 DETECTABLE WARNING 8/C5.0 9 CURB RAMP 10/C5.0 10 'SIDEWALK CLOSED' SIGN X KEY NOTES SHEET NOTES SITE PLAN - ENLARGEMENTS 1C C5.1 ASPHALT PAVEMENT - DRIVE AISLES - PARKING STALLS CONCRETE PAVEMENT - DRIVE AISLES - PARKING STALLS 1B C5.1 PROPERTY LINE SHEET LEGEND SCALE 20 1 INCH = 20 FEET 20 40 0 STORMWATER BASIN 1B C5.1 X ELECTRICAL (SHOWN FOR REFERENCE, SEE ELECTRICAL PLANS) # DESCRIPTION DETAIL REF. E1 ELECTRICAL CHARGER E2 STREET LIGHT E3 ON-SITE LIGHTING X LANDSCAPE (SHOWN FOR REFERENCE, SEE LANDSCAPE PLANS) # DESCRIPTION DETAIL REF. L1 CONCRETE WALL L2 CONCRETE WALKWAY/PLAZA L3 SEAT WALL L4 STAIRS AND HANDRAIL L5 BIKE RACKS X PUBLIC KEY NOTES (SEE SHEET NOTE 3) # DESCRIPTION DETAIL REF. (ODOT OR COW) P1A PERPENDICULAR CURB RAMP RD910 P1B PERPENDICULAR CURB RAMP THROUGH BUFFER STRIP RD912 P1C RAMP FOR WIDE SIDEWALKS OPTION "PR-2" RD910 P2A TYPE ' C' CURB 4100-2 P2B FLUSH CURB P2C TYPE CURB & GUTTER 4100-2 P2D MOUNTABLE CURB RD700 P2E TYPE CURB AT DRIVEWAY 4100-4 P3A REMOVABLE BOLLARD RD130 P3B STANDARD BOLLARD RD130 P4 DRIVEWAY APPROACH 4150-1 P5 SURFACE FULL DEPTH REPAIR 4220-1 P6 SIDEWALKS 4150-8 1D C5.1 5 C5.1 X ARCHITECTURAL KEY NOTES (SHOWN FOR REFERENCE, SEE ARCHITECTURAL PLANS) # DESCRIPTION DETAIL REF. A1 TRASH ENCLOSURE SCALE: 1" = 10' 2 ENLARGEMENT SCALE: 1" = 10' 1A ENLARGEMENT - SITE PLAN SCALE: 1" = 10' 1B ENLARGEMENT - LAYOUT ---PAGE BREAK--- C C C C C C C C C C C C C E EXISTING BUILDING FF=185.87 PROPOSED BUILDING FF=185.87 M ROW ROW ROW ROW ROW SD CB-6 RIM=184.08 IE 6" OUT=183.54 SD OF-4 IE 6" IN=183.50 3 LF - 6"SD S=1.29% 143 LF - 6"SD PERF. C C C C C C C C C C C C C C C C C C C C C C C C C C C C W E W W W W FP FP FP FP W E E E E C C C C C C C C C C C C C C C C C C C C C C C C E E E E E E E E E E E E E E E E E E E E E E E E E SD TD-2 SD TD-1 6' PUE EX. UTILITY POLE AND GUY WIRE TO BE REMOVED C PGE TYP. ROW SD EX. MH-17 RIM=176.84 IE 48" IN=167.45 IE 48" IN=167.45 SD STRUCTURE TABLE STRUCTURE ID BWV-1 CB-5 CB-6 CB-7 CB-8 CG-2-1 CG-2-2 CO-1 CO-2 CO-3 EX. MH-3 EX. MH-5 EX. MH-6 EX. MH-8 FC-1 FC-2 FC-3 G-2 MH-1 OF-1 OF-2 OF-3 OF-4 OF-6 OF-7 OV-1 OV-3 STUB-1 STUB-3 NORTHING 546216.99 546436.25 546510.83 546113.53 546193.68 546425.85 546450.16 546357.34 546354.39 546239.12 546164.03 546412.88 546399.26 546494.53 546178.11 546459.72 546456.62 546431.04 546435.43 546436.95 546430.98 546435.62 546511.03 546167.94 546128.46 546173.02 546464.70 546376.79 546215.79 EASTING 7593225.07 7593297.10 7593365.92 7593359.73 7593284.79 7593369.29 7593343.15 7593272.74 7593126.70 7593143.57 7593314.12 7593305.95 7593325.44 7593129.70 7593327.73 7593332.92 7593143.80 7593272.66 7593359.00 7593141.99 7593167.04 7593300.73 7593369.05 7593327.19 7593374.30 7593332.74 7593327.52 7593097.58 7593223.88 FP STRUCTURE TABLE STRUCTURE ID CONN-1 FDC-1 STUB-1 NORTHING 546453.11 546375.67 546380.28 EASTING 7593189.24 7593139.28 7593145.94 W STRUCTURE TABLE STRUCTURE ID 2.5" WM 45BND-1 45BND-2 CONN-1 CONN-2 CONN-3 CONN-4 FH-1 GV-1-3" STUB-1 STUB-2 NORTHING 546441.18 546377.83 546382.88 546451.78 546448.91 546455.65 546400.92 546426.93 546443.15 546378.98 546379.00 EASTING 7593185.05 7593115.11 7593129.93 7593191.35 7593196.15 7593184.92 7593274.40 7593290.42 7593186.20 7593148.08 7593136.31 SS STRUCTURE TABLE STRUCTURE ID EX. MH-10 GI-1 MH-1 STUB-1 STUB-2 NORTHING 546498.47 546387.11 546412.60 546375.26 546220.94 EASTING 7593143.47 7593133.54 7593091.59 7593153.04 7593143.05 ELEC STRUCTURE TABLE STRUCTURE ID CONN-1 CONN-2 NORTHING 546382.14 546373.96 EASTING 7593000.49 7593013.82 SS STRUCTURE TABLE STRUCTURE ID EX. MH-10 GI-1 MH-1 STUB-1 STUB-2 NORTHING 546498.47 546387.11 546412.60 546375.26 546220.94 EASTING 7593143.47 7593133.54 7593091.59 7593153.04 7593143.05 STRUCTURE TYPE PIPE LABEL XXLF - XX" XX UTILITY SIZE UTILITY LENGTH UTILITY TYPE S=X.XX% XX XX-XX RIM= IE IN = XX.X IE OUT = XX.X STRUCTURE TYPE CALLOUT UTILITY TYPE (SD=STORM DRAINAGE, SS=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) ID NUMBER (WHERE APPLICABLE) STRUCTURE INFO (WHERE APPLICABLE) STRUCTURE LABEL 1. PRIOR TO CONSTRUCT FIELD VERIFY LOCATIONS, SIZE AND IE OF ALL EXISTING UTILITIES AT PROPOSED POINTS OF CONNECTION OR WHERE NOTED, NOTIFY ENGINEER DISCREPANCIES. 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C5.1. 3. OFF-SITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL AND SURFACING PER CITY STD DWG P-100 AND P-101. 4. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 5. INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER CITY STD DWG 5000-1, 5000-2, AND 5000-3 6. INSTALL UTILITIES PER CITY STD DWG 5000-6 AND 6200-4. 7. INSTALLATION OF WATER MAIN AIR RELEASE VALVES TO BE DONE PER CITY STD DWG 5050-3. 8. INSTALLATION OF SAMPLING TAP ASSEMBLY TO BE PER CITY STD DWG 5100-1. 9. INSTALLATION OF SANITARY SEWER SERVICE PER CITY STD DWG 6200-3. SLOPE (WHERE APPLICABLE) CALLOUT DESCRIPTION DETAIL REF. BWV BACKWATER VALVE CB CATCH BASIN 4/C5.1 CO CLEANOUT TO GRADE 6200-1 CG-2 CONCRETE INLET RD366 DCBA DOUBLE CHECK BACKFLOW ASSEMBLY 1/C5.2 DCVA DOUBLE CHECK VALVE ASSEMBLY 5070-2 FC FLOW-CONTROL VAULT 1/C5.1 FDC FIRE DEPARTMENT CONNECTION (SEE OTHERS) FH FIRE HYDRANT 5070-1 G-2 CONCRETE INLET RD364 GV GATE VALVE 5050-2 HB HORIZONTAL BEND MH MANHOLE 6510-3 OV OVERFLOW INLET 3/C5.1 SCB SANITARY CATCH BASIN 9/C5.1 STUB STUB TD TRENCH DRAIN 2/C5.1 TEE TEE CONNECTION W WATERLINE WM WATER METER 6/C5.2 SHEET NOTES UTILITY LABEL LEGEND 1 CONNECT TO EXISTING PIPE. SEE SHEET NOTE 1. 2 CUT-IN-TEE CONNECTION TO EX PUBLIC WATER LINE. COORDINATE TEMPORARY SHUT DOWN WITH CITY PUBLIC WORKS. X KEY NOTES NOTE DESCRIPTION DETAIL REF. ADJ ADJUST RIM TO PROPOSED ELEVATION. C PROPOSED TELECOM / DATA, VERIFY ROUTING WITH FRANCHISE COMPANY E CONNECT 1" CONDUIT, SEE AQUATIC PLANS EV ELECTRICAL VEHICLE CONDUIT AND VAULT, SEE ELECTRICAL PLANS. FD FOUNDATION DRAIN 7/C5.1 PGE STREET LIGHT CONDUIT, VERIFY ROUTING WITH PGE S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. M MAINTENANCE EXISTING UTILITY PIPE AND CONFIRM FUNCTIONAL. X UTILITY KEY NOTES STORM PIPE PERIMETER FOUNDATION DRAIN TRENCH DRAIN MANHOLE OVERFLOW INLET BACKWATER VALVE CATCH BASIN OUTFALL PIPE REMOVAL STORMWATER PLANTER/BASIN 6 C5.1 SHEET LEGEND Sheet Title Project Name: Project Adress: Project Owner: www.opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet Revision Date No. THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-01 10.28.2025 City Of Woodburn Oregon copyright 2018 File: N:\c\p\2019\1900192-woodburn-comm-ctr\CAD\PLOT\1900192-40-UTIL.dwg TAB:C4.0 Plotted: 10/28/25 at 3:10pm By: JCollinson 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PLANNING COMMISSION DESIGN REVIEW PRELIMINARY NOT FOR CONSTRUCTION UTILITY PLAN C4.0 FRONT STREET SECOND STREET FIRST STREET WEST CLEVELAND STREET SCALE 20 1 INCH = 20 FEET 20 40 0 MATCHLINE SEE SHEET C4.0 MATCHLINE SEE SHEET C4.0 OAK STREET 2 C4.2 ENLARGEMENT 2 1 C4.1 ENLARGEMENT1 ---PAGE BREAK--- C C C C C C C C C C C C C SD OF-7 IE 6" IN=173.50 (SW) 8 LF - 6"SS SS EX. MH-4 RIM=183.76 IE 6" IN=177.73 IE IN=163.72 (NW) IE IN=163.72 IE OUT=176.23 (SE) EX. IE IN=UNKNOWN (NW) EX. IE IN=UNKNOWN EX. IE OUT=UNKNOWN (SE) 1 391 LF - 4"SD 150 LF - 4"SD FD 4 LF - 6"SD 1 LF - 6"SD IE 6"=183.20 SD STUB-3 SD SD CB-7 RIM=178.10 IE 6" OUT=175.50 (NE) SD CB-8 RIM=181.02 IE 6" OUT=178.64 (SW) IE 6"=177.87 SS STUB-2 SS SD EX. MH-24 RIM=179.22 (EX. 177.7) IE 18" IN=168.41 IE 48" OUT=168.01 IE 48" OUT=168.01 IE 24" OUT=168.61 (SE) 21 LF - 6"SD S=9.59% 114 LF - 6"SD S=8.52% 5 LF - 6"SD 64 LF - 6"SD PERF. S=0.50% SD BWV-1 SD CO-3 FD SD EX. MH-3 RIM=178.69 (EX. 178.69) IE 18" IN=169.46 IE 8" IN=171.53 (NE) IE 18" OUT=169.46 6 LF - 8"SD S=2.00% SD FC-1 18 LF - 8"SD S=2.00% SD OV-1 RIM=174.50 IE 6" IN=-3.25 (SE) IE 8" OUT=172.00 (NW) SD OF-6 RIM=180.66 IE 6" IN=173.50 (NW) 114 LF - 6"SD S=8.52% STRUCTURE TYPE PIPE LABEL XXLF - XX" XX UTILITY SIZE UTILITY LENGTH UTILITY TYPE S=X.XX% XX XX-XX RIM= IE IN = XX.X IE OUT = XX.X STRUCTURE TYPE CALLOUT UTILITY TYPE (SD=STORM DRAINAGE, SS=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) ID NUMBER (WHERE APPLICABLE) STRUCTURE INFO (WHERE APPLICABLE) STRUCTURE LABEL 1. PRIOR TO CONSTRUCT FIELD VERIFY LOCATIONS, SIZE AND IE OF ALL EXISTING UTILITIES AT PROPOSED POINTS OF CONNECTION OR WHERE NOTED, NOTIFY ENGINEER DISCREPANCIES. 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C5.1. 3. OFF-SITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL AND SURFACING PER CITY STD DWG P-100 AND P-101. 4. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 5. INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER CITY STD DWG 5000-1, 5000-2, AND 5000-3 6. INSTALL UTILITIES PER CITY STD DWG 5000-6 AND 6200-4. 7. INSTALLATION OF WATER MAIN AIR RELEASE VALVES TO BE DONE PER CITY STD DWG 5050-3. 8. INSTALLATION OF SAMPLING TAP ASSEMBLY TO BE PER CITY STD DWG 5100-1. 9. INSTALLATION OF SANITARY SEWER SERVICE PER CITY STD DWG 6200-3. SLOPE (WHERE APPLICABLE) CALLOUT DESCRIPTION DETAIL REF. BWV BACKWATER VALVE CB CATCH BASIN 4/C5.1 CO CLEANOUT TO GRADE 6200-1 CG-2 CONCRETE INLET RD366 DCBA DOUBLE CHECK BACKFLOW ASSEMBLY 1/C5.2 DCVA DOUBLE CHECK VALVE ASSEMBLY 5070-2 FC FLOW-CONTROL VAULT 1/C5.1 FDC FIRE DEPARTMENT CONNECTION (SEE OTHERS) FH FIRE HYDRANT 5070-1 G-2 CONCRETE INLET RD364 GV GATE VALVE 5050-2 HB HORIZONTAL BEND MH MANHOLE 6510-3 OV OVERFLOW INLET 3/C5.1 SCB SANITARY CATCH BASIN 9/C5.1 STUB STUB TD TRENCH DRAIN 2/C5.1 TEE TEE CONNECTION W WATERLINE WM WATER METER 6/C5.2 SHEET NOTES UTILITY LABEL LEGEND 1 CONNECT TO EXISTING PIPE. SEE SHEET NOTE 1. 2 CUT-IN-TEE CONNECTION TO EX PUBLIC WATER LINE. COORDINATE TEMPORARY SHUT DOWN WITH CITY PUBLIC WORKS. X KEY NOTES NOTE DESCRIPTION DETAIL REF. ADJ ADJUST RIM TO PROPOSED ELEVATION. C PROPOSED TELECOM / DATA, VERIFY ROUTING WITH FRANCHISE COMPANY E CONNECT 1" CONDUIT, SEE AQUATIC PLANS EV ELECTRICAL VEHICLE CONDUIT AND VAULT, SEE ELECTRICAL PLANS. FD FOUNDATION DRAIN 7/C5.1 PGE STREET LIGHT CONDUIT, VERIFY ROUTING WITH PGE S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. M MAINTENANCE EXISTING UTILITY PIPE AND CONFIRM FUNCTIONAL. X UTILITY KEY NOTES STORM PIPE PERIMETER FOUNDATION DRAIN TRENCH DRAIN MANHOLE OVERFLOW INLET BACKWATER VALVE CATCH BASIN OUTFALL PIPE REMOVAL STORMWATER PLANTER/BASIN 6 C5.1 SHEET LEGEND Sheet Title Project Name: Project Adress: Project Owner: www.opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet Revision Date No. THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-01 10.28.2025 City Of Woodburn Oregon copyright 2018 File: N:\c\p\2019\1900192-woodburn-comm-ctr\CAD\PLOT\1900192-40-UTIL.dwg TAB:C4.1 Plotted: 10/28/25 at 3:10pm By: JCollinson 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PLANNING COMMISSION DESIGN REVIEW PRELIMINARY NOT FOR CONSTRUCTION C4.1 SCALE 10 1 INCH = 10 FEET 10 20 0 MATCHLINE SEE SHEET C4.0 3 C4.1 ENLARGEMENT 3 SCALE: 1" = 5' 3 ENLARGEMENT 3 UTILITY PLAN ENLARGEMENT 1 ---PAGE BREAK--- EX. PVC IE 8" EX. RCP IE 10" EX. RCP IE 10" EX. RCP IE 10" EX. RCP EX. RCP 85 LF - 6"FP 75 LF - 3"W RELOCATE EX. HYDRANT GI 1 ROW ROW ROW EX. PVC IE 8" EX. PVC IE 8" EX. PVC IE 8" C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C W W W W W W W W W W W W W FP FP FP FP FP FP FP FP W W W W E E E E E E E E C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E SS MH-1 RIM=182.66 IE 6" IN=181.24 (SE) IE 6" OUT=181.14 (NE) 100 LF - 6"SS S=7.12% 20 LF - 6"SS S=1.85% 46 LF - 6"SS S=1.90% SS EX. MH-10 RIM=185.18 IE 6" IN=174.00 (SW) IE IN=173.69 (NE) IE IN=173.68 (NW) IE OUT=173.62 (SE) 13 LF - 6"W 10 LF - 3"W 31 LF - 4"W SD EX. MH-8 RIM=185.31 IE 6" IN=181.25 IE IN=180.99 (NE) IE IN=180.82 (SW) IE IN=180.75 (SE) IE OUT=180.75 (NW) IE 6"=183.37 SD STUB-1 XSD SD G-2 RIM=184.40 IE 6" OUT=181.00 (SE) SD CB-5 RIM=184.21 IE 4" OUT=183.52 SD EX. MH-6 RIM=183.44 IE IN=179.82 (NW) IE 18" IN=177.01 (NE) IE 18" OUT=177.01 SD MH-1 RIM=183.30 IE 8" IN=177.60 (NW) IE 18" IN=177.53 (NE) IE 8" OUT=177.60 (SE) IE 18" OUT=177.53 (SW) SD EX. MH-5 RIM=183.10 IE IN=179.82 (NW) IE IN=179.82 (SW) IE OUT=180.01 (SE) SD CG-2-1 RIM=181.71 IE 8" IN=180.00 (NW) SD OF-3 IE 4" IN=183.32 IE 6"=182.49 SS STUB-1 SS 6" FP STUB-1 FP 3" W STUB-1 W SD CB-9 RIM=184.68 IE 4" OUT=183.72 (NW) IE 6"=184.37 SD STUB-2 SD SD AD-1 RIM=185.31 IE 4" OUT=183.70 (NW) 39 LF - 6"SD S=2.00% 26 LF - 6"SD S=3.77% 14 LF - 8"SD S=17.08% 68 LF - 6"SD S=1.00% 4 LF - 4"SD S=5.37% 24 LF - 4"SD S=0.92% 2 LF - 6"SD 40 LF - 6"SD S=1.00% 34 LF - 4"SD S=1.50% SS SCB-1 RIM=183.43 IE 6" OUT=181.56 (NE) 17 LF - 6"SS S=1.50% 29 LF - 1/2"W FP FDC-1 FP CONN-1 W GV-1-3" W CONN-2 W CONN-3 W 2.5" WM W CONN-1 W FH-1 W CONN-4 SD CO-2 SD CO-1 W 45BND-1 16 LF - 1/2"W W 45BND-2 7 LF - 1/2"W W STUB-2 W SS CO-2 SS CO-1 EX. WATER METER TO BE REMOVED EX. UTILITY POLE, GUY WIRE AND OVERHEAD FRANCHISE UTILITIES TO BE REMOVED PROP. GUY WIRE 6' PUE C C EV ROW EX. WATER METER TO BE REMOVED SD OV-3 RIM=183.80 IE 6" IN=181.25 (NE) IE 6" IN=181.25 (SW) IE 8" OUT=180.50 (SE) 6 LF - 8"SD S=2.00% 12 LF - 8"SD S=9.38% 36 LF - 6"SD PERF. SD FC-2 SD CG-2-2 RIM=182.38 IE 8" IN=179.25 (NW) IE 8" OUT=180.00 (SE) SD OF-1 IE 6" IN=182.60 SD OF-2 IE 6" IN=182.78 (SE) SD OVI-1 RIM=184.50 IE 6" IN=181.25 (SE) IE 6" OUT=182.41 20 LF - 6"SD PERF. SD FC-3 9 LF - 6"SD S=1.00% SD 45BND-1 C C C C C C C C C C C C C C C C C C C C C C C C W W W W W W W W FP FP FP FP FP FP FP P C C C C C C C C C C C STRUCTURE TYPE PIPE LABEL XXLF - XX" XX UTILITY SIZE UTILITY LENGTH UTILITY TYPE S=X.XX% XX XX-XX RIM= IE IN = XX.X IE OUT = XX.X STRUCTURE TYPE CALLOUT UTILITY TYPE (SD=STORM DRAINAGE, SS=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) ID NUMBER (WHERE APPLICABLE) STRUCTURE INFO (WHERE APPLICABLE) STRUCTURE LABEL 1. PRIOR TO CONSTRUCT FIELD VERIFY LOCATIONS, SIZE AND IE OF ALL EXISTING UTILITIES AT PROPOSED POINTS OF CONNECTION OR WHERE NOTED, NOTIFY ENGINEER DISCREPANCIES. 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C5.1. 3. OFF-SITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL AND SURFACING PER CITY STD DWG P-100 AND P-101. 4. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 5. INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER CITY STD DWG 5000-1, 5000-2, AND 5000-3 6. INSTALL UTILITIES PER CITY STD DWG 5000-6 AND 6200-4. 7. INSTALLATION OF WATER MAIN AIR RELEASE VALVES TO BE DONE PER CITY STD DWG 5050-3. 8. INSTALLATION OF SAMPLING TAP ASSEMBLY TO BE PER CITY STD DWG 5100-1. 9. INSTALLATION OF SANITARY SEWER SERVICE PER CITY STD DWG 6200-3. SLOPE (WHERE APPLICABLE) CALLOUT DESCRIPTION DETAIL REF. BWV BACKWATER VALVE CB CATCH BASIN 4/C5.1 CO CLEANOUT TO GRADE 6200-1 CG-2 CONCRETE INLET RD366 DCBA DOUBLE CHECK BACKFLOW ASSEMBLY 1/C5.2 DCVA DOUBLE CHECK VALVE ASSEMBLY 5070-2 FC FLOW-CONTROL VAULT 1/C5.1 FDC FIRE DEPARTMENT CONNECTION (SEE OTHERS) FH FIRE HYDRANT 5070-1 G-2 CONCRETE INLET RD364 GV GATE VALVE 5050-2 HB HORIZONTAL BEND MH MANHOLE 6510-3 OV OVERFLOW INLET 3/C5.1 SCB SANITARY CATCH BASIN 9/C5.1 STUB STUB TD TRENCH DRAIN 2/C5.1 TEE TEE CONNECTION W WATERLINE WM WATER METER 6/C5.2 SHEET NOTES UTILITY LABEL LEGEND 1 CONNECT TO EXISTING PIPE. SEE SHEET NOTE 1. 2 CUT-IN-TEE CONNECTION TO EX PUBLIC WATER LINE. COORDINATE TEMPORARY SHUT DOWN WITH CITY PUBLIC WORKS. X KEY NOTES NOTE DESCRIPTION DETAIL REF. ADJ ADJUST RIM TO PROPOSED ELEVATION. C PROPOSED TELECOM / DATA, VERIFY ROUTING WITH FRANCHISE COMPANY E CONNECT 1" CONDUIT, SEE AQUATIC PLANS EV ELECTRICAL VEHICLE CONDUIT AND VAULT, SEE ELECTRICAL PLANS. FD FOUNDATION DRAIN 7/C5.1 PGE STREET LIGHT CONDUIT, VERIFY ROUTING WITH PGE S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. SD CONNECT TO STORM DRAIN/ROOF DRAIN. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. M MAINTENANCE EXISTING UTILITY PIPE AND CONFIRM FUNCTIONAL. X UTILITY KEY NOTES STORM PIPE PERIMETER FOUNDATION DRAIN TRENCH DRAIN MANHOLE OVERFLOW INLET BACKWATER VALVE CATCH BASIN OUTFALL PIPE REMOVAL STORMWATER PLANTER/BASIN 6 C5.1 SHEET LEGEND Sheet Title Project Name: Project Adress: Project Owner: www.opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet Revision Date No. THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-01 10.28.2025 City Of Woodburn Oregon copyright 2018 File: N:\c\p\2019\1900192-woodburn-comm-ctr\CAD\PLOT\1900192-40-UTIL.dwg TAB:C4.2 Plotted: 10/28/25 at 3:11pm By: JCollinson 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: [PHONE REDACTED] F: [PHONE REDACTED] www.kpff.com PLANNING COMMISSION DESIGN REVIEW PRELIMINARY NOT FOR CONSTRUCTION C4.2 SECOND STREET FIRST STREET SCALE 10 1 INCH = 10 FEET 10 20 0 OAK STREET 1 C4.2 ENLARGEMENT 1 2 C4.2 ENLARGEMENT 2 SCALE: 1" = 5' 1 ENLARGEMENT 1 SCALE: 1" = 5' 2 ENLARGEMENT 2 UTILITY PLAN ENLARGEMENT 2 ---PAGE BREAK--- · · · · · · · TREE PROTECTION PLAN L001 Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. NOT FOR CONSTRUCTION Revision Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-06 10.28.2025 Planning Commission Design Review City Of Woodburn Oregon copyright 2018 ---PAGE BREAK--- C C C C C C C C C C C C C MATERIALS PLAN OVERALL L101 Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. NOT FOR CONSTRUCTION Revision Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-06 10.28.2025 Planning Commission Design Review City Of Woodburn Oregon copyright 2018 ---PAGE BREAK--- MATERIALS PLAN ENLARGEMENT L102 Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. NOT FOR CONSTRUCTION Revision Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-06 10.28.2025 Planning Commission Design Review City Of Woodburn Oregon copyright 2018 ---PAGE BREAK--- C C C C C C C C C C C C C 9 10 G F E C B A H 3 5 6 2 8 1 D 4 7 J 7.8 E.1 9.3 7.4 LAYOUT PLAN OVERALL L201 Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. NOT FOR CONSTRUCTION Revision Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-06 10.28.2025 Planning Commission Design Review City Of Woodburn Oregon copyright 2018 ---PAGE BREAK--- 9 10 G F E C B A 5 6 8 D 7 7.8 E.1 9.3 7.4 LAYOUT PLAN ENLARGEMENT L202 Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. NOT FOR CONSTRUCTION Revision Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-06 10.28.2025 Planning Commission Design Review City Of Woodburn Oregon copyright 2018 ---PAGE BREAK--- C C C C C C C C C C C C C PLANTING PLAN L301 Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. NOT FOR CONSTRUCTION Revision Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-06 10.28.2025 Planning Commission Design Review City Of Woodburn Oregon copyright 2018 ---PAGE BREAK--- C C C C C C C C C C C C C IRRIGATION PLAN L401 Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. NOT FOR CONSTRUCTION Revision Woodburn Community Center 190 Oak Street Woodburn, OR 97071 4773-06 10.28.2025 Planning Commission Design Review City Of Woodburn Oregon copyright 2018 ---PAGE BREAK--- C C C C C C C C C C C C C AC SITE PLAN SHEET NOTES 1. NEW WOODBURN COMMUNITY CENTER LEVEL 01 ELEVATION 0'-0" = 185.87' SITE ELEVATION 2. CIVIL AND LANDSCAPE ARE SHOWN FOR REFERENCE ONLY. SEE CIVIL AND LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. 3. REFERENCE ELECTRICAL FOR SITE LIGHTING AND POWER. EXISTING POOL SETTLEMIER PARK NEW WOODBURN COMMUNITY CENTER N FRONT STREET W CLEVELAND STREET FINISH FLOOR ELEV. 185.87' (VIF) FINISH FLOOR ELEV. 185.87' N FIRST STREET POOL CHEMICAL STORAGE BUILDING GAS GENERATOR ON CONCRETE PAD POOL HVAC UNIT NEW PARKING NEW PARKING OAK STREET N SECOND STREET EXISTING TENNIS COURTS EV CHARGING PORTS STALLS A4.40 5 TYP. RS LOT WIDTH 50' - 0" RS LOT DEPTH 100' - 0" SIDE SETBACK RS ZONE 41' - 9" DDC LOT DEPTH 204' - 4" FRONT SETBACK P/SP ZONE 27' - 0" FRONT SETBACK P/SP ZONE 192' - 10" MIN SETBACK ABUTTING RS ZONE 20' - 0" MIN SETBACK ABUTTING RS ZONE 20' - 0" 7' - 0" MIN FRONTAGE SETBACK 20' - 0" MIN FRONT SETBACK 20' - 0" NEW TRASH ENCLOSURE WITHIN ROW LEGEND PROPERTY LINE LIMIT OF WORK SETBACK DDC ZONE P/SP ZONE RS ZONE BUILDING AREA WITHIN SETBACK BICYCLE PARKING (18) SPACES DDC LOT WIDTH 125' - 11" MONUMENT SIGN PARKING LOT SIGN PARKING LOT SIGN 9' - 0" WDO LOT COMPLIANCE RS per 2.02B DDC per 2.03B P/SP per 2.04D LOT AREA min actual LOT WIDTH LOT DEPTH STREET FRONTAGE 10,000 sf 5,000 sf** min actual 60 ft 50 ft** no min 20,742 sf no min 350,535 sf no min 126 ft no min 631 ft 90 ft 100 ft no min 204 ft no min 736 ft 50 ft 150 ft total no min 412 ft total no min 2,570 ft total min actual min actual FRONT SETBACK 12 ft / na 78 ft 0 ft / 10 ft na 20 ft / na 27 ft, 192 ft min/max actual SIDE/REAR SETBACK 30 ft 41 ft no min na 20 ft* 0 ft, 7 ft** min actual LOT COVERAGE 35% 3% na 0% na 10% max actual BUILDING HEIGHT 35 ft 17'-4" 35 ft 0 ft 35 ft 25 ft max actual *min side or rear setback abutting a P/SP or residential zone **Existing Condition PARKING AREA CALCULATIONS CURRENT BUILDING PROPOSED BUILDING STANDARD RATIO PER SF 38 spaces Proposed building site plan currently provides 97 parking stalls, including 12 ADA stalls, which is significantly more than the required number per ORS 447.233 Building total GSF is 32,200. OFF-STREET PARKING TOTAL # OF PARKING SPACES # OF SPACES PER 1000 sf PER WDO TABLE 3.05A** 97 spaces 110 spaces 137 spaces 1.9 spaces/1000 sf 3.0 spaces/1000 sf 3.4 spaces/1000 sf* 4.25 spaces/1000 sf *Typical ratio of parking spaces per 1,000sf of building area from traffic studies done on other aquatic & fitness centers. These buildings typically also contain a gymnasium which this project does not have. **RATIO AS OUTLINED BY WDO TABLE 3.05A USE RATIO PARKING SPACES REQUIRED GENERAL INDOOR RECREATION 1/200sf 16 OFFICES 1/350sf 3 COMMUNITY CENTER 1/4 occupants 50 POOL (used indoor recreation info) 1/200sf 68 total: 137 CURRENT BUILDING PROPOSED BUILDING PER WDO TABLE 3.05D - P/SP 12 spaces Proposed site plan currently provides 18 bicycle stalls, building is zoned P/SP which has no requirement for bike parking. no GFA within DDC zone OFF-STREET BICYCLE PARKING TOTAL # OF BICYCLE SPACES # OF STALLS PER 1000 sf PER WDO TABLE 3.05D - DDC* 18 spaces 0 spaces 2 spaces 0.43 spaces/1000 sf 0.56 spaces/1000 sf 0 spaces/1000 sf 0.6 spaces/1000 sf *NON-RESIDENTIAL DEVELOPMENT WITHIN COMMERCIAL ZONE CURRENT BUILDING PROPOSED BUILDING PER WDO TABLE 3.05E - P/SP 0 stalls Proposed site plan currently provides 4 EV stalls, building is zoned P/SP which has no requirement for EV parking. ELECTRIC VEHICLE PARKING TOTAL # OF EV STALLS STALL MINIMUM PER WDO TABLE 3.05E - DDC* 4 stalls 0 stalls 2 stalls 2 stalls or 5% of parking *NON-RESIDENTIAL DEVELOPMENT WITHIN COMMERCIAL ZONE 0 stalls 0 stalls 0 stalls Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date plotted: THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. sheet size: 30" x 42" Revision 10/28/2025 3:56:12 PM ARCHITECTURAL SITE PLAN Woodburn Community Center 190 Oak Street Woodburn, OR 97071 A0.80 4773-06 10.28.2025 PLANNING COMMISSION DESIGN REVIEW City Of Woodburn Oregon copyright 2018 N 0 80 FT 40 20 1" = 20'-0" A0.80 1 ARCHITECTURAL SITE PLAN ---PAGE BREAK--- A6.35 2 COMPETITION POOL 164 AQUATIC OFFICE 115 KITCHEN 106 MP STORAGE 108 MULTI-PURPOSE COMMUNITY ROOM 105 HALL NORTH 104 SPA 163 9 10 G F E C B A H 3 5 6 2 8 1 EXISTING HVAC UNIT 1 A2.10 2 A2.11 1 A2.11 2 A2.10 1 4 3 A6.31 3 4 1 2 D 4 7 12' - 11" 16' - 0 1/2" 10' - 0" 8' - 0" 8' - 0" 12' - 0" 16' - 0" KITCHEN STORAGE 107 CARDIO WEIGHT 123 MP FITNESS 126 JAN 160 CH 139 ELECTRICAL 109 MECHANICAL 110 SAUNA 114 FAMILY RESTROOM 113 WOMENS RR 112 MENS RR 111 LIFEGUARD CHANGING 116 BREAK ROOM 119 OFFICE 120 OFFICE 121 OPEN OFFICE 118 RECEPTION 103 ENTRY LOBBY 102 VESTIBULE 101 STORAGE 105B STORAGE 105A DATA 124 FITNESS STORAGE 126A POOL ENTRY N 128 POOL ENTRY S 148 LOCKER ENTRY 127 HALL SOUTH 122 CH 138 CH 140 SH/WC 133 SH/WC 134 ADA SH/WC 131 ADA SH/WC 130 WC 141 WC 142 WC 143 WC 146 WC 145 WC 144 ADA SH/WC 150 ADA SH/WC 151 SH/WC 152 SH/WC 153 ADA CH 157 CH 158 CH 159 POOL MECHANICAL 166 POOL STORAGE 165 NEW GENERATOR SHOWER 117 A8-ds A4-ds A4-ds B4-d B4-d A4-d A4-ds A6-ds A4-ds A4-ds A6-ds A6-ds A4-ds A4-fs A4-fs A4-fs A8-ds A4-fs A10-ds A4-ds A4-ds A4-ds A6-ds C-2s A4-ds A4-ds C-2s A6-ds A6-ds A4-ds A6.33 4 A6.34 2 A6.30 7 A6.30 1 2 3 4 A6.30 8 9 5 6 A6.31 5 6 7 8 A6.30 10 A6.32 1 2 3 4 A6.32 5 6 7 8 A6.32 15 16 17 18 A6.32 19 20 21 22 A6.32 23 24 25 26 A6.32 27 28 29 30 A6.33 3 1 2 5 6 7 1 4 3 101-1E 101-2 105-1 105B-1 105A-1 105-2 105-3 106-2 107-1 108-1 105-6E 121-1 120-1 119-1 116-1 117-1 113-1 112-1 111-1 109-1E 110-1E 119-2 138-1 139-1 140-1 131-1 130-1 141-1 142-1 143-1 146-1 145-1 144-1 150-1 151-1 153-1 152-1 159-1 158-1 157-1 161-2 161-1 WADING POOL 162 POOL DECK 161 161-3E 161-4E 165-1 166-1 161-5E 165-2E 166-2E 123-1 123-2 124-1 122-1E 126-1 106-1 115-1 115-3 115-2 55' - 0" 15' - 10" 19' - 1" 28' - 2" 11' - 6" 16' - 9" 13' - 0" 9' - 2" 5' - 4" 12' - 2" 4' - 11" 10' - 4" 4' - 5" 34' - 6" 15' - 4" 26' - 9" 31' - 4" 34' - 1" 33' - 8" J 5' - 7" 185' - 8" 201' - 3" 146' - 3" VENDING 122A 3' - 9" 6' - 9 1/2" 13' - 8 1/2" 11' - 6 1/4" 5' - 1 1/2" 23' - 1 1/2" 5' - 1 1/2" 11' - 6 1/4" 13' - 5" 4" 4' - 11" 21' - 2" 9' - 3 1/2" 4' - 6 1/2" 5' - 1 3/4" 7' - 10" 11' - 2 1/2" 12' - 11" 160-1 H 105-4E 1 A3.10 1 A3.11 B6-c B6-d 105-5E 118-1 104-1E 10" 7' - 0" W2 W2 W2 W2 W1 W1 W1 W4 W3R W1 W2 W2 W1 W2 W2 2 A3.10 3 A3.10 2 A3.11 3 A3.11 A5.10 1 M L K J F 11 G H D E C B A A B C 9 5 5 6 7 8 3 6" 6" CLERESTORY CLERESTORY 4 A5.11 1 CH HALL S 155 LAV SW 154 LOCKER SE 156 LOCKER NE 136 LAV NW 137 CH HALL N 135 LAV W 147 10 10 133-1 134-1 PS-1 PS-1 PS-1 A6.62 1 A6.30 11 A6.30 12 A6.30 13 A5.30 1 H- H- B4- CMU UP TO 2'-10" FOR LENGTH OF NEW WALL H- INFILL CMU AND PLASTER TO MATCH EXISTING NOTE: FOR KITCHEN EQUIPMENT INFORMATION SEE FOOD SERVICE DRAWINGS A4-d FEC OP-1 OP-1 7.8 E.1 6" 1' - 8" 6" 9.3 7.4 1 A3.20 6 A3.20 5 A3.20 6" 3" 122-2 7' - 6 1/2" 105-7 123-3 126-2 125-1E 126A-1 VESTIBULE 125 8 A3.20 A4.33 20 A4.33 12 A4.33 10 A4.33 14 A4.32 6 A4.33 7 A4.34 1 A4.34 2 A4.32 3 A4.32 5 9 A3.20 A4.32 7 6" 8' - 0" 12' - 7" 11' - 6" 2 A3.21 3 A3.21 5 A3.21 18' - 3" 6" 20' - 8" 4" 11" 1 CLERESTORY 2 CLERESTORY 4 1/4" SIM SIM SIM SIM SIM SIM SIM EDGE OF SOFFIT EDGE OF CEILING EDGE OF CEILING EDGE OF CEILING EDGE OF CEILING TRASH/RECYCLING STATION ALIGN 1' - 8" BLEACHER SEATING A8-ds 6' - 11" 4' - 9" 15' - 2 1/2" 4' - 9" B4-d B4-d B4-d A4-ds 16' - 0" A4-ds A4-ds 9' - 5" 8 3/4" 10' - 2" B4- B4- 9' - 0 1/2" A4-ds A4-ds B6-c 3' - 2" 4' - 1" 8' - 2" 6" 6 A3.21 17 A6.51 FLOOR PLANS SHEET NOTES 1. REFERENCE SHEET A0.10 FOR MOUNTING HEIGHTS AND GENERAL INFORMATION 2. REFERENCE LIGHTING / ELECTRICAL FOR LIGHTING TYPES. NOT ALL LIGHTING IS SHOWN ON THE ARCHITECTURAL PLAN 3. REFERENCE EXTERIOR ELEVATIONS FOR EXTERIOR MATERIALS 4. ALL OUTSIDE INTERIOR CORNERS WITHOUT FRL WALL COVERING TO HAVE CORNER GUARDS. REFER TO SPECIFICATIONS 5. ALL FURNITURE SHOWN FOR REFERENCE ONLY - OFOI. 6. PROVIDE BLOCKING AS REQUIRED FOR ALL LOCATIONS TO RECEIVE FRP PANEL FINISH 7. PROVIDE BLOCKING AT LOCATIONS TO RECEIVE NEW TOILET ACCESSORIES 8. PATCH AND REPAIR AT LOCATION OF REMOVAL OF EXISTING EQUIPMENT ON THE BUILDING ENVELOPE SO AS TO PRESERVE CONTINUOUS WATERPROOFING. FLOOR PLANS MATERIALS AND SYMBOLS NEW WALL EXISTING WALL NEW CMU WALL Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date plotted: THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. sheet size: 30" x 42" NOT FOR CONSTRUCTION Revision 10/28/2025 3:56:20 PM FLOOR PLAN Woodburn Community Center 190 Oak Street Woodburn, OR 97071 A1.01 4773-06 10.28.2025 PLANNING COMMISSION DESIGN REVIEW City Of Woodburn Oregon copyright 2018 N 1/8" = 1'-0" A1.01 1 FLOOR PLAN - LEVEL 01 ---PAGE BREAK--- SC SC ROOF PLANS SHEET NOTES ROOF PLANS SHEET NOTES 1. VERIFY ALL DIMENSIONS IN THE FIELD 2. COORDINATE EXACT LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AND SPECIFICATIONS. 3. PROVIDE FALL PROTECTION SYSTEM AND ASSOCIATED ANCHORS OUTSIDE OF SCREENED MECHANICAL AREA 4. PROVIDE PROTECTION PADS TO THE SERVICE SIDE OF ALL EQUIPMENT AND TO ALL ROOF DRAINS 5. SEE SHEET A4.50 FOR TYPICAL ROOF PENETRATION DETAILS ROOF PLANS MATERIALS AND SYMBOLS ROOF AND OVERFLOW DRAINS IN SURROUNDING SUMP R-1 NEW SINGLE-PLY R30 ROOFING ASSEMBLY ON NEW METAL DECKING R-2 NEW SINGLE-PLY R30 ROOFING ASSEMBLY ON EXISTING PLYWOOD DECKING R-3 EXISTING METAL ROOF TO REMAIN. PREP AND PAINT PER SPECIFICATIONS. ROOF CRICKET PROTECTIVE WALKING PADS 9 10 G F E C B A H 3 5 6 2 8 1 (VIF) ROOFTOP AC TUBULAR DEVICE - TYP OF (24) 25' - 1" 1 A2.10 2 A2.11 1 A2.11 2 A2.10 R3 R-2 ROOF ACCESS LADDER ROOF CABLE TIE-OFF ANCHOR, TYP. D 4 7 PV SOLAR ARRAY MODULES, SEE ELEC METAL TRELLIS CANOPY R-1 R-1 ROOFTOP AC ROOFTOP AC ROOFTOP AC ROOFTOP AC ROOFTOP AC J 1 A3.10 1 A3.11 17' - 0" 17' - 0 1/2" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" ROOFTOP AC ROOFTOP AC ROOFTOP AC 2 A3.10 3 A3.10 2 A3.11 3 A3.11 ROOF ACCESS HATCH WITH SAFETY RAILING 16' - 9 1/4" 17' - 0 1/2" ROOF DRAINS SEE PLUMBING DRAWINGS, TYP MINI-SPLIT ROOFTOP AC ROOF EXHAUST FAN ROOF EXHAUST FAN 17' - 4" 17' - 4" 17' - 4" SAFETY STRIPING FULL LENGTH OF ROOF STEP MINI-SPLIT ROOFTOP AC 7.8 E.1 9.3 7.4 1 A3.20 6 A3.20 5 A3.20 8 A3.20 9 A3.20 2 A3.21 3 A3.21 5 A3.21 9 A4.51 13 A4.51 EXISTING ROOF HATCH TO REMAIN, INSTALL NEW ROOFING AROUND HATCH CURB 6 A3.21 A4.50 18 TYP A4.50 18 TYP 11 A4.50 TYP 6' - 4" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 21' - 6" 7' - 10" 12' - 10" 19' - 6" UNIT MOUNTED SCREEN ON TWO SIDES, SEE MECH DRAWINGS UNIT MOUNTED SCREEN ON ONE SIDE, SEE MECH DRAWINGS UNIT MOUNTED SCREEN ON ONE SIDE, SEE MECH DRAWINGS UNIT MOUNTED SCREEN ON THREE SIDES, SEE MECH DRAWINGS UNIT MOUNTED SCREEN ON THREE SIDES, SEE MECH DRAWINGS UNIT MOUNTED SCREEN ON THREE SIDES, SEE MECH DRAWINGS UNIT MOUNTED SCREEN ON TWO SIDES, SEE MECH DRAWINGS 10 A4.51 A4.52 15 A4.52 6 A4.52 7 A4.52 19 A4.52 8 10 A4.51 10 A4.51 A4.52 8 SIM. 4 A4.60 A4.52 16 2 A4.32 2 A4.32 2 A4.32 1 A4.31 1 A4.60 2 A4.32 2 A4.30 2 A4.32 2 A4.32 5 A4.34 4 A4.34 A4.52 8 SIM. A4.52 8 SIM. 1 A4.50 TYP 11 A4.50 TYP 12 A4.50 2 A4.50 TYP TYP. 17 A4.50 TYP. A4.60 2 A4.52 1 5 A4.50 NOTE: DRAIN IS OFFSET FROM LOW POINT OF ROOF STRUCTURE. BUILD-UP ADDITIONAL INSULATION AS NEEDED TO ACHIEVE REQUIRED SLOPE TO DRAIN. NOTE: DRAIN IS OFFSET FROM LOW POINT OF ROOF STRUCTURE. BUILD-UP ADDITIONAL INSULATION AS NEEDED TO ACHIEVE REQUIRED SLOPE TO DRAIN. LOW POINT OF ROOFING 2' - 1" LOW POINT OF STRUCTURE AT GRIDLINE C, SEE STRUCTURAL DRAWINGS Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date plotted: THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. sheet size: 30" x 42" Revision 10/28/2025 3:56:40 PM ROOF PLAN Woodburn Community Center 190 Oak Street Woodburn, OR 97071 A1.02 4773-06 10.28.2025 PLANNING COMMISSION DESIGN REVIEW City Of Woodburn Oregon copyright 2018 1/8" = 1'-0" A1.02 1 ROOF PLAN N ---PAGE BREAK--- EXTERIOR ELEVATIONS SHEET NOTES 1. REFERENCE LEGEND FOR EXTERIOR MATERIALS 2. REFERENCE A4.00 FOR EXTERIOR FRAME TYPES 3. REFERENCE LANDSCAPE FOR GRADING. 4. ALL REVEAL JOINTS DIMENSIONED TO CENTERLINE OF REVEAL UON 5. REFERENCE A0.40 FOR EXTERIOR WALL ASSEMBLIES. REFERENCE A0.60 FOR ROOF ASSEMBLIES. 6. ALL EXPOSED EXTERIOR SEALANT AT CMU TO BE SANDED AND SET AT SIMILAR DEPTH TO MORTAR. 7. ALL CMU TO RECEIVE GRAFITTI RESISTANT SEALER. LEVEL 01 0' - 0" 9 10 3 5 6 2 8 1 PREP AND PAINT EXISTING METAL PANEL FASCIA, TYP. REPAIR WHERE REQUIRED EXISTING GLASS BLOCK TO BE REPOINTED AND SEALED TYP. REPLACE BROKEN GLASS BLOCKS WITH INTACT SALVAGED BLOCK. PREP AND PAINT EXISTING CMU TYP- REPAIR WHERE REQUIRED MP-1 SF-1 WITH ACM-1 ABOVE FCS-1 4 7 ACM-2 SOFFIT AND FASCIA PANELS 25' - 0" 17' - 4" 1 A3.11 2 A3.11 3 A3.11 FCS-1 F M L K J NEW COILING DOOR AT POOL MECHANICAL ROOM BALLASTED SOLAR PANEL SYSTEM, SEE ELEC ROOFTOP AC UNIT, SEE MECH, TYP 7.8 9.3 7.4 15' - 6" 5 A3.20 9 A3.20 5 A3.21 6 A3.21 4 A4.60 9 A4.30 T.O. NEW PARAPET 17' - 4" LEVEL 01 0' - 0" G F E C B A H PREP AND PAINT EXISTING METAL PANEL FASCIA, TYP. REPAIR WHERE REQUIRED PREP AND PAINT EXISTING CMU TYP- REPAIR WHERE REQUIRED MP-1 MP-1 NEW GENERATOR PREP AND PAINT EXISTING METAL ROOF ASSEMBLY, TYP. REPAIR WHERE REQUIRED EXISTING HVAC UNIT - TO REMAIN NEW PAD MOUNTED TRANSFORMER D 25' - 0" 17' - 4" J 1 A3.10 2 A3.10 3 A3.10 C SF-1 ROOFTOP AC UNIT, SEE MECH FOR SCREENING, TYP E.1 T.O. NEW PARAPET 17' - 4" Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date plotted: THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. sheet size: 30" x 42" Revision 10/28/2025 3:56:58 PM EXTERIOR ELEVATIONS Woodburn Community Center 190 Oak Street Woodburn, OR 97071 A2.10 4773-06 10.28.2025 PLANNING COMMISSION DESIGN REVIEW City Of Woodburn Oregon copyright 2018 1/8" = 1'-0" A2.10 1 NORTH ELEVATION 1/8" = 1'-0" A2.10 2 WEST ELEVATION ---PAGE BREAK--- EXTERIOR ELEVATIONS SHEET NOTES 1. REFERENCE LEGEND FOR EXTERIOR MATERIALS 2. REFERENCE A4.00 FOR EXTERIOR FRAME TYPES 3. REFERENCE LANDSCAPE FOR GRADING. 4. ALL REVEAL JOINTS DIMENSIONED TO CENTERLINE OF REVEAL UON 5. REFERENCE A0.40 FOR EXTERIOR WALL ASSEMBLIES. REFERENCE A0.60 FOR ROOF ASSEMBLIES. 6. ALL EXPOSED EXTERIOR SEALANT AT CMU TO BE SANDED AND SET AT SIMILAR DEPTH TO MORTAR. 7. ALL CMU TO RECEIVE GRAFITTI RESISTANT SEALER. LEVEL 01 0' - 0" 9 10 3 5 6 2 8 1 NEW GENERATOR PREP AND PAINT EXISTING METAL PANEL FASCIA, TYP. REPAIR WHERE REQUIRED EXISTING GLASS BLOCK TO BE REPOINTED AND SEALED TYP. REPLACE BROKEN GLASS BLOCKS WITH INTACT SALVAGED BLOCK. PREP AND PAINT EXISTING CMU TYP- REPAIR WHERE REQUIRED SF-1 MP-1 4 7 SF-1 SF-1 WITH ACM-1 ABOVE EXISTING HVAC UNIT ACM-2 SOFFIT AND FASCIA PANELS FCS-1 17' - 4" 25' - 0" 1 A3.11 2 A3.11 3 A3.11 SF-1 B A A B C E D BALLASTED SOLAR PANEL SYSTEM, SEE ELEC, TYP 7.8 9.3 7.4 1 A3.20 11 A4.31 T.O. NEW PARAPET 17' - 4" LEVEL 01 0' - 0" G F E C B A H MP-1 SF-1 EIFS-1 ACM-2 FASCIA PANELS D SF-1 WITH ACM-1 ABOVE 6" HSS COLUMN 17' - 4" J 1 A3.10 2 A3.10 3 A3.10 H G ROOFTOP AC UNIT, SEE MECH FOR SCREENING, TYP BALLASTED SOLAR PANEL SYSTEM, SEE ELEC, TYP E.1 6 A3.20 1' - 10" 15' - 6" 8 A3.20 T.O. NEW PARAPET 17' - 4" Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date plotted: THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. sheet size: 30" x 42" Revision 10/28/2025 3:57:16 PM EXTERIOR ELEVATIONS Woodburn Community Center 190 Oak Street Woodburn, OR 97071 A2.11 4773-06 10.28.2025 PLANNING COMMISSION DESIGN REVIEW City Of Woodburn Oregon copyright 2018 1/8" = 1'-0" A2.11 1 SOUTH ELEVATION 1/8" = 1'-0" A2.11 2 EAST ELEVATION ---PAGE BREAK--- 1 2 A4.40 1 A4.40 3 A4.40 4 A4.40 16' - 0" 8' - 5" LEVEL 01 0' - 0" 1 8' - 8 1/4" CMU-X LEVEL 01 0' - 0" 8' - 8 1/4" MP-1 LEVEL 01 0' - 0" 1 2' - 8 1/4" 6' - 0" CMU-X LEVEL 01 0' - 0" 8' - 8 1/4" CMU-X MP-1 6' - 0" 2' - 1 1/4" Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Key Plan Status: Date: Revisions to Sheet No. Date plotted: THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. sheet size: 30" x 42" NOT FOR CONSTRUCTION Revision 10/28/2025 3:57:19 PM ENLARGED PLAN AND ELEVATIONS - TRASH ENCLOSURE Woodburn Community Center 190 Oak Street Woodburn, OR 97071 A4.40 4773-06 10.28.2025 PLANNING COMMISSION DESIGN REVIEW City Of Woodburn Oregon copyright 2018 1/4" = 1'-0" A4.40 5 FLOOR PLAN - TRASH ENCLOSURE 1/4" = 1'-0" A4.40 2 NORTH - TRASH ENCLOSURE 1/4" = 1'-0" A4.40 1 WEST - TRASH ENCLOSURE 1/4" = 1'-0" A4.40 3 SOUTH - TRASH ENCLOSURE 1/4" = 1'-0" A4.40 4 EAST - TRASH ENCLOSURE ---PAGE BREAK--- Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Status: Date: Revisions to Sheet No. Date plotted: THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. sheet size: 30" x 42" NOT FOR CONSTRUCTION Revision EXPIRES: 12/31/25 10/28/2025 4:27:46 PM LUMINAIRE SCHEDULE - ELECTRICAL Woodburn Community Center 190 Oak Street Woodburn, OR 97071 E0.02 4773-01 10.28.2025 PLANNING COMMISSION DESIGN REVIEW City Of Woodburn Oregon copyright 2018 LUMINAIRE SCHEDULE TYPE DESCRIPTION HOUSING OPTICS MOUNTING FINISH UL/IP RATING DRIVER/POWER SUPPLY DIMMING CONTROL INITIAL DELIVERED LUMENS CCT CRI RATED LIFE LM/W INPUT WATTS VOLTAGE MFG/CATALOG # NOTES SUSPENDED LED LINEAR; 3.1"H x 2.6"W x 48.3"L NOMINAL DIMENSIONS STEEL CURVED ACRYLIC SUSPENDED WHITE DAMP INTEGRAL DALI-2; 1% 3400 3500K 90 100,000 (L70) 109.7 31.0 277 CREE/LS SERIES; LS-4-40L-935-4-UL-AWNS W/ AC-144-Q14B-LP RECESSED LED TROFFER LUMINAIRE; 23.6875W x 23.6875L x 4.6875H NOMINAL DIMENSIONS DIE FORMED STEEL MESOOPTICS RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 5000 2700K- 6500K 90 102,000 (L70) 112 44.0 277 LEDALITE/ARCFORM DUO; AF-22-D1-ST-L-9T2-50-Q-1-D-S-N 'C5' RECESSED LINEAR LED LUMINAIRE; 4'-11.8125"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 2660 2700K- 6500K 90+ 60,000 (L70) 66 40.5 277 SELUX/M60; L60-1A32-TW-LW-SG-TB-05-WH-UNV-DMW-EC 'C6' RECESSED LINEAR LED LUMINAIRE; 5'-11.875"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 3192 2700K- 6500K 90+ 60,000 (L70) 66 48.6 277 SELUX/M60; L60-1A32-TW-LW-SG-TB-06-WH-UNV-DMW-EC 'C7' RECESSED LINEAR LED LUMINAIRE; 6'-11.875"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 3724 2700K- 6500K 90+ 60,000 (L70) 66 56.7 277 SELUX/M60; L60-1A32-TW-LW-SG-TB-07-WH-UNV-DMW-EC 'C8' RECESSED LINEAR LED LUMINAIRE; 7'-11.8125"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 4256 2700K- 6500K 90+ 60,000 (L70) 66 64.8 277 SELUX/M60; L60-1A32-TW-LW-SG-TB-08-WH-UNV-DMW-EC 'C12' RECESSED LINEAR LED LUMINAIRE; 11'-11.875"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 6384 2700K- 6500K 90+ 60,000 (L70) 66 97.2 277 SELUX/M60; L60-1A32-TW-LW-SG-TB-12-WH-UNV-DMW-EC 'C24' RECESSED LINEAR LED LUMINAIRE; 23'-11.875"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 12768 2700K- 6500K 90+ 60,000 (L70) 66 194.4 277 SELUX/M60; L60-1A32-TW-LW-SG-TB-24-WH-UNV-DMW-EC 'CD28' SUSPENDED DIRECT LED LINEAR LUMINAIRE; 27'-11.4375"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC SUSPENDED WHITE DAMP INTEGRAL DALI-2; 1% 14896 2700K- 6500K 90+ 60,000 (L70) 66 226.8 277 SELUX/M60; L60-1A32-TW-LW-C-28-WH-UNV-DMW-EC RECESSED LED DOWNLIGHT; 5.28" DIAMETER x 1.575H NOMINAL DIMENSIONS DIE CAST ALUMINUM FIXED THERMOPLASTIC RECESSED WHITE IP20 INTEGRAL DALI-2 26.8 277 IGUZZINI/BLADE R; QW49-01 SUSPENDED LED GLOBE; 11.875"DIAMETER NOMINAL DIMENSION suitable for both commercial and residential applications. MACHINED ALUMINUM FROSTED ACRYLIC SUSPENDED WHITE DAMP INTEGRAL 0-10V 978 3500K 80 50,000 (L80) 78 12.4 SISTEMALUX/BOLLA; 1933-835-UNV-01-D10 'GW' RECESSED LED DOWNLIGHT; 3.75" DIAMETER x 4.125H NOMINAL DIMENSIONS DIE CAST ALUMINUM 60 DEGREE REFLECTOR RECESSED WHITE IP54 INTEGRAL DALI; 1% 1000 3500K 90+ 225,000 (L70) 83.33 12.0 277 LUMENCORE/NANO; LCRN-EZ-A-FD-277-R-L10-35K-90-W-SDALI1-SB-MWH-RD-MWH-NC-1-WET-NA WALL MOUNTED LED LUMINAIRE; 11.875"L x 2.5"W x 4.375H DIE CAST ALUMINUM GLASS SURFACE WALL MOUNTED WHITE DAMP INTEGRAL 0-10V 893 3500K 90 60,000 (L70) 56.879 15.7 277 BEGA; 12 278.1-K35 'L18' RECESSED LINEAR LED LUMINAIRE; 17'-11.875"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 9576 2700K- 6500K 90+ 60,000 (L70) 66 145.8 277 SELUX/M60; L60-1A32-TW-LW-SF2-18-WH-UNV-DMW-EC 'L24' RECESSED LINEAR LED LUMINAIRE; 23'-11.875"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 12768 2700K- 6500K 90+ 60,000 (L70) 66 194.4 277 SELUX/M60; L60-1A32-TW-LW-SF2-24-WH-UNV-DMW-EC 'L32' RECESSED LINEAR LED LUMINAIRE; 31'-11.875"L x 2.375"W x 3.5625"H NOMINAL DIMENSIONS EXTRUDED ALUMINUM ACRYLIC RECESSED WHITE DAMP INTEGRAL DALI-2; 1% 17024 2700K- 6500K 90+ 60,000 (L70) 66 259.2 277 SELUX/M60; L60-1A32-TW-LW-SF2-32-WH-UNV-DMW-EC RAIL MOUNT INDIRECT LED LUMINAIRE; 18"W x 24"L x 4"H NOMINAL DIMENSIONS ALUMINUM ACRYLIC SUSPENDED ALUMINUM RAILS WHITE DAMP INTEGRAL 0-10V 51061 3500K 80 72,000 (L90) 117.9 433.0 SPI LIGHTING/LIGHTRUSS LED GEN 2; LRU12239-L433W-120-277V-3500K-DF_80-DIM10-DF_DA-NAT-PT51 PROVIDE WITH 18" RAIL SYSTEM 'SA13' SURFACE LINEAR LED LUMINAIRE; 0.26"H x 0.66"W x 13'L NOMINAL DIMENSIONS EXTRUDED ALUMINUM FROSTED HARD RESIN SURFACE ALUMINUM IP67 REMOTE NONE 7267 3000K 90 50,000 127 57.2 277 LUMINII SENSO/KATANA IP; 455-815-FH-175-30-B36-13'-902-096-STD-277 W/ 555-815-20 'SA31' SURFACE LINEAR LED LUMINAIRE; 0.26"H x 0.66"W x 31'L NOMINAL DIMENSIONS EXTRUDED ALUMINUM FROSTED HARD RESIN SURFACE ALUMINUM IP67 REMOTE NONE 17329 3000K 90 50,000 127 136.4 277 LUMINII SENSO/KATANA IP; 455-815-FH-175-30-B36-31'-902-096-STD-277 W/ 555-815-20 'SA75' SURFACE LINEAR LED LUMINAIRE; 0.26"H x 0.66"W x 75'L NOMINAL DIMENSIONS EXTRUDED ALUMINUM FROSTED HARD RESIN SURFACE ALUMINUM IP67 REMOTE NONE 41925 3000K 90 50,000 127 330.0 277 LUMINII SENSO/KATANA IP; 455-815-FH-175-30-B36-75'-902-096-STD-277 W/ 555-815-20 'SA82' SURFACE LINEAR LED LUMINAIRE; 0.26"H x 0.66"W x 82'L NOMINAL DIMENSIONS EXTRUDED ALUMINUM FROSTED HARD RESIN SURFACE ALUMINUM IP67 REMOTE NONE 45838 3000K 90 50,000 127 360.8 277 LUMINII SENSO/KATANA IP; 455-815-FH-175-30-B36-82'-902-096-STD-277 W/ 555-815-20 'SB' SITE/AREA WALL MOUNTED LED LUMINAIRE; 8.625"L x 3.125"W x 1.25"H NOMINAL DIMENSIONS DIE CAST ALUMINUM TOUGHENED GLASS SURFACE WALL MOUNTED ANTHRACIT E GRAY IP65 REMOTE 0-10V 13.5 277 SISTEMALUX/LOOK WALL; S7201-W-DF-UNV-24-D10-4448-0024-150-UNV-D10 'SC' SITE/RECESSED LED DOWNLIGHT; 10.125" DIAMETER x 8.5"H NOMINAL DIMENSIONS DIE CAST ALUMINUM TEMPERED GLASS RECESSED STAINLESS STEEL IP67 INTEGRAL 0-10V 2600 3000K 90 50,000 78 33.5 277 SISTEMALUX/ZIP COMFORT; MEGAZIP COMFORT-ROUND-930-FLOOD-UNV-19-D10 'SD2' SITE/AREA DOUBLE HEADED POLE MOUNTED LED LUMINAIRE; 18.5"W x 24.2"L x 6.2"H NOMINAL DIMENSIONS DIE CAST ALUMINUM COMFORT OPTICS POLE MOUNTED TO 14'-6" TALL ROUND STEEL POLE; POLE TO WITHSTAND 100 MPH WINDS WITH GUST FACTOR OF 1.3 MEDIUM GRAY IP66 INTEGRAL 30% MEDIAN 22582 3000K 80 100,000 (L70) 163 82.0 277 GARDCO/PUREFORM; P20-C-A06-830-T4-NONE-AR1-UNV-DALI-CM30-NONE-MG, POLE SRA-CA-4-125-14'-6"-D1-DT5-MG 'SD' SITE/AREA SINGLE HEADED POLE MOUNTED LED LUMINAIRE; 18.5"W x 24.2"L x 6.2"H NOMINAL DIMENSIONS DIE CAST ALUMINUM COMFORT OPTICS POLE MOUNTED TO 14'-6" TALL ROUND STEEL POLE; POLE TO WITHSTAND 100 MPH WINDS WITH GUST FACTOR OF 1.3 MEDIUM GRAY IP66 INTEGRAL 30% MEDIAN 11291 3000K 80 100,000 (L70) 163 82.0 277 GARDCO/PUREFORM; P20-C-A06-830-T4-NONE-AR1-UNV-DALI-CM30-NONE-MG, POLE SRA-CA-4-125-14'-6"-D1-DT5-MG 'SF' SITE/BOLLARD LED; 9.4" DIAMETER x 36"H NOMINAL DIMENSIONS DIE CAST ALUMINUM 36" SURFACE MOUNTED BOLLARD MEDIUM GRAY IP65 INTEGRAL 30% MEDIAN 2268 3000K 80 100,000 (L70) 103 22.0 GARDCO/PUREFORM; PBL-36-14L-450-WW-G2-3-UNV-CM30-IMRI-PCB-MDY 'SG' SITE/AREA WALL MOUNTED LED LUMINAIRE; 18"L x 8"W x 9"H NOMINAL DIMENSIONS DIE CAST ALUMINUM ACRYLIC SURFACE WALL MOUNTED BLACK IP66 INTEGRAL 0-10V 9250 3000K 80 100,000 (L92) 130 71.0 277 LITHONIA WDGE3; 'SS' SITE/AREA POLE MOUNTED LUMINAIRE; SINGLE HEAD; P30 LED; TYPE 3 DISTRIBUTION; 1'-5.25"W x 3'-4.375" NOMINAL DIMENSIONS ACRYLIC/CAST ALUMINUM ACRYLIC POLE MOUNTED TO 14' FLUTED DECORATIVE POLE BLACK IP55 INTEGRAL N/A 8852 3000K 70 100,000 (L83) 145 61.0 277 HOLOPHANE; AWDE3-P30-30K-MVOLT-SPL-AL3-BK-ST-TBK EXIT SIGN ALUMINUM ALLOY RED LENS REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING CONDITIONS WHITE UL DAMP INTEGRAL N/A 3.0 277 ISOLITE; LPDC-AC-R-1-WH-WH-MTEB 'XW' EXIT SIGN WET LOCATION POLYCARBONATE RED LENS REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING CONDITIONS WHITE WET INTEGRAL N/A 3.0 277 ISOLITE; RWL-EM-R-1-WH-MTEB-SD PROJECT CONTACT www.interfaceengineering.com Cody Bargholz 2019-0359 100 SW Main Street, Suite 1600 Portland, OR 97204 TEL [PHONE REDACTED] 8 LABEL ALL REMOTE DRIVERS TO SHOW LUMINAIRE TYPE IDENTIFICATION AND SOURCE CIRCUIT. PROVIDE WIRING BETWEEN REMOTE DRIVER AND LUMINAIRE AS RECOMMENDED BY MANUFACTURER. DO NOT EXCEED MAXIMUM DISTANCE RECOMMENDED BY MANUFACTURER BETWEEN DRIVER AND FURTHEST LUMINAIRE. 7 REMOTE BALLASTS/DRIVERS: UL LISTED FOR THEIR APPLICATION. BALLASTS/DRIVERS MARKED AS UL RECOGNIZED COMPONENT BUT NOT UL LISTED ARE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO OWNER. 6 PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND DRIVER INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD. 5 SPECIFIED MANUFACTURERS ARE BASIS OF DESIGN. SUBMIT ALTERNATES FOR APPROVAL PRIOR TO BID CLOSE. 4 COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN. 3 PROVIDE 12 INCH ADJUSTABILITY IN AIRCRAFT CABLE LENGTH WHERE USED. 2 DIMMING CONTROL PROTOCOL (0-10VDC, LINE VOLTAGE, DALI, ETC.) COMPATIBLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN ON DRAWINGS. 1 THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS. NOTES ---PAGE BREAK--- C C C C C C C C C C C C C OAK STREET SECOND STREET FIRST STREET FRONT STREET OAK STREET CLEVELAND STREET AC P P P P P J J 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD2' 'SD2' T UTILITY TRANSFORMER MAIN DISTRIBUTION SWITCHBOARD 'MDS' GENERATOR POWER POLE 'SD' 'SD' EV CHARGER TENNIS COURTS LIGHTING IS EXISTING TO REMAIN 'SD' 'SF' 'SF' 'SF' 'SF' 'SF' 'SF' 'SF' 'SB' 'SA31' 'SA13' 'SA75' 'SA82' 'SB' 'SG' 'SG' 'SG' 'SG' 'SG' 'SG' RELOCATE EXISTING STREET LIGHT 'SG' 1 EXISTING STREET LIGHT TO REMAIN 'SS' 1 'SS' 1 'SS' 1 'SS' 'SB' POWER POLE POWER POLE OVERHEAD LINES TO BE DEMOLISHED OVERHEAD LINES TO BE DEMOLISHED UTILITY VAULT Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Status: Date: Revisions to Sheet No. Date plotted: THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. sheet size: 30" x 42" NOT FOR CONSTRUCTION Revision EXPIRES: 12/31/25 10/28/2025 4:27:43 PM SITE PLAN - ELECTRICAL Woodburn Community Center 190 Oak Street Woodburn, OR 97071 E1.00 4773-01 10.28.2025 PLANNING COMMISSION DESIGN REVIEW City Of Woodburn Oregon copyright 2018 0' 20' 40' 1" = 20'-0" 1 SITE PLAN - ELECTRICAL PROJECT CONTACT www.interfaceengineering.com Cody Bargholz 2019-0359 100 SW Main Street, Suite 1600 Portland, OR 97204 TEL [PHONE REDACTED] N O R T H GENERAL SHEET NOTES A. COORDINATE INSTALLATION OF ALL UNDERGROUND FEEDERS TO MAINTAIN MINIMUM CLEARANCES OF 6' FROM GAS LINES THAT RUN BESIDE FEEDERS AND 1' FROM GAS LINES THAT CROSS UNDERGROUND FEEDERS. ALSO MAINTAIN 10' FROM SAINTARY, STORM AND WATER LINES THAT RUN PARALLEL TO UNDERGROUND FEEDERS. B. NO WIRE SMALLER THAN NO. 10 AWG SHALL BE USED AS BRANCH CIRCUIT WIRING OF EXTERIOR LIGHTING. USE NO. 10 AWG FOR RUNS UP TO 300'. USE NO. 8 AWG FOR RUNS UP TO 450'. USE NO. 6 AWG FOR RUNS UP TO 750'. USE NO. 4 AWG FOR RUNS UP TO 1200'. SIZE CONDUIT AS PER NEC STANDARDS. C. CONDUIT RUNS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. CONFIRM AND COORDINATE FINAL LOCATIONS ON-SITE PRIOR TO ROUGH-IN. UNLESS OTHERWISE NOTED CONDUIT MUST BE RIGID PVC. D. THE INSTALLATION OF POLE BASES MUST BE COORDINATED ON SITE WITH ARCHITECTURAL AND CIVIL TRADES. E. ALL STREET LIGHTING TO COMPLY TO PGE STANDARDS AND SPECIFICATIONS; ADDITIONALLY ILLUMINATION TO COMPLY TO ENGINEERING SOCIETY (IES) OF NORTH AMERICA RECOMMENDED PRACTICE 8, ROADWAY LIGHTING (RP-8) AND INSTALL LIGHTING TO MEET STANDARD OF 3.02.03A. SHEET KEYNOTES 1. FOR LUMINAIRE TYPE SS PROVIDE PGE APPROVED LUMINAIRE HOLOPHANE AWDE3, SEE LUMINAIRE SCHEDULE FOR EXACT SPECIFICATION. CONTRACTOR TO PROVIDE CONDUIT ROUGH-IN, POLE BASE, POLE INSTALLATION ONLY. POLE MOUNTED LUMINAIRE AND BRANCH CIRCUIT WIRING ARE SUPPLIED AND INSTALLED BY PGE. PRE-CAST POLE BASES ARE SUPPLIED BY PGE AND INSTALLED BY THE CONTRACTOR. COORDINATE REQUIREMENTS WITH PGE. PGE WORK ORDER NUMBER IS M5896508. NO SCALE 2 LUMINAIRE TYPE SS POLE BASE DETAIL ---PAGE BREAK--- 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.2 0.5 1.2 1.3 0.9 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.4 0.9 1.1 0.6 0.5 1.0 2.7 6.5 8.2 5.0 2.2 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.3 1.4 1.4 1.0 1.0 0.9 0.7 0.7 0.9 1.1 1.2 1.2 1.2 1.1 1.0 0.7 0.5 0.3 0.3 0.4 0.6 1.0 1.2 1.1 1.0 0.9 0.7 0.4 0.4 0.6 1.5 4.2 6.1 4.6 2.5 2.5 4.3 7.0 7.9 4.9 2.8 1.5 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.8 1.8 3.0 3.2 3.1 2.4 2.1 2.0 1.4 1.3 1.6 2.4 2.8 3.3 3.2 3.0 2.6 1.8 1.1 0.7 0.5 0.7 1.4 2.6 3.4 3.2 2.6 3.1 3.1 2.0 0.9 1.5 3.7 7.1 8.8 5.7 3.5 3.0 3.4 4.2 4.4 3.4 2.4 1.7 1.1 0.7 0.4 0.2 0.1 0.0 0.0 0.1 0.2 0.4 1.0 2.6 4.8 5.9 5.5 4.0 3.5 2.8 1.8 1.5 2.0 3.0 3.6 6.0 6.0 5.7 4.5 3.1 2.0 1.1 0.6 0.8 3.0 7.1 9.3 8.3 1.4 0.4 0.6 1.0 1.8 3.0 4.4 5.2 3.8 3.0 2.7 2.7 2.9 3.0 2.8 2.5 2.2 1.7 1.2 0.6 0.2 0.1 0.0 0.0 0.1 0.2 0.4 1.0 2.7 5.3 8.2 9.9 7.2 4.4 2.5 1.4 1.2 1.6 2.9 5.0 7.6 9.7 7.8 5.7 4.0 2.6 1.2 0.2 0.6 1.8 0.2 0.5 1.5 1.9 2.0 2.2 2.4 2.6 2.5 2.5 2.7 2.8 3.0 3.2 3.3 3.8 3.9 3.0 1.9 0.9 0.3 0.1 0.0 0.0 0.1 0.1 0.3 0.9 2.7 5.3 6.6 8.5 6.1 3.7 2.2 0.5 1.7 3.9 3.1 2.1 1.7 1.6 1.7 2.2 2.8 3.7 4.3 4.1 4.0 4.6 6.6 7.3 5.0 2.4 0.9 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.8 2.7 5.5 8.5 1.1 4.6 7.4 4.3 2.2 1.4 1.1 1.4 2.2 3.6 6.2 7.8 5.8 4.2 4.6 7.7 8.5 4.4 1.5 0.4 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.8 2.7 5.4 1.5 6.4 8.3 4.8 2.1 1.2 0.8 0.9 1.7 3.5 7.3 8.9 5.1 2.2 1.4 1.3 0.1 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.8 2.8 5.7 8.7 1.3 0.9 4.3 5.1 3.2 1.7 1.0 0.6 0.5 0.6 1.1 1.3 1.7 0.9 0.4 0.3 0.4 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 2.0 2.8 2.1 1.3 0.8 0.5 0.3 0.2 0.3 0.4 0.5 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.2 0.2 0.4 1.3 1.8 1.6 1.1 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.7 2.1 1.7 1.1 0.7 0.4 0.2 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 0.4 1.0 3.8 3.5 2.2 1.3 0.7 0.4 0.2 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 0.7 1.8 8.0 5.8 2.9 1.5 0.8 0.5 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 0.1 0.2 0.4 1.2 3.3 8.0 13.9 0.8 2.3 9.1 7.0 3.3 1.7 0.9 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 0.0 0.0 0.0 0.1 0.2 0.5 1.6 4.2 6.5 8.9 10.1 11.1 6.0 3.9 2.3 1.2 0.6 0.4 7.5 5.0 2.3 6.3 5.3 3.3 1.8 1.0 0.6 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.1 2.4 3.8 5.0 5.4 5.5 4.6 3.6 2.6 1.5 0.9 0.5 3.7 3.0 2.0 4.2 4.7 3.3 2.0 1.1 0.6 0.4 0.3 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 0.0 0.1 0.1 0.2 0.5 0.9 1.5 1.9 2.2 2.5 2.5 2.4 2.2 1.6 1.1 0.8 2.4 2.1 1.7 4.9 5.5 3.7 2.1 1.2 0.7 0.5 0.6 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.2 0.4 0.6 0.7 0.9 1.1 1.4 1.8 1.9 1.9 1.6 1.3 1.0 1.4 1.9 1.8 2.0 7.4 7.8 4.6 2.3 1.3 0.8 0.8 1.4 1.6 1.2 0.8 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.6 1.2 2.1 3.0 3.5 3.0 2.1 1.3 0.8 3.0 1.4 1.5 2.0 7.0 8.2 4.9 2.6 1.6 1.0 1.3 3.2 3.1 2.0 1.1 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 1.4 3.0 5.4 8.4 5.6 3.1 1.5 0.7 4.2 1.2 1.1 1.2 3.9 6.0 4.7 3.0 1.8 1.3 1.6 6.8 5.6 3.0 1.5 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 1.0 2.6 6.3 9.0 6.5 2.8 1.1 0.5 4.0 1.1 0.9 0.9 2.0 5.1 5.3 3.6 2.1 1.5 2.2 9.0 8.1 3.7 1.7 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.2 0.0 1.2 0.6 0.4 0.4 4.5 1.4 1.0 1.0 1.6 6.8 7.4 4.4 2.4 1.5 1.6 5.6 5.7 3.2 1.7 0.9 0.6 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 0.1 1.1 0.6 0.6 1.1 0.9 3.1 6.0 8.6 9.9 10.5 10.1 9.7 9.4 9.0 5.8 3.6 1.6 1.2 1.3 2.2 0.9 9.2 5.1 2.5 1.5 1.1 2.3 3.2 2.3 1.5 1.2 4.2 4.7 6.7 5.6 3.5 4.4 3.3 7.5 2.5 6.3 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 2.0 4.9 7.2 5.3 3.0 3.0 5.4 7.9 6.3 5.0 6.0 8.8 10.6 8.3 6.2 6.2 8.4 10.1 7.0 3.6 2.2 1.8 2.2 4.7 6.8 4.1 2.4 1.6 1.1 1.2 1.6 1.6 1.3 1.2 1.2 1.2 1.5 1.4 1.1 1.1 1.2 1.2 1.3 1.3 0.0 0.1 0.4 1.3 3.1 6.0 9.0 6.6 4.6 4.6 6.7 9.3 7.0 5.4 5.9 8.2 10.1 7.5 5.6 5.6 7.5 10.0 7.5 4.9 3.3 2.4 2.3 2.7 3.7 3.2 2.3 1.6 1.3 1.2 1.3 1.3 1.2 1.2 1.1 1.1 1.1 1.0 1.0 1.0 1.1 1.0 0.9 1.0 1.1 0.1 0.1 0.5 1.2 2.2 3.4 4.6 4.0 3.5 3.5 4.0 4.8 4.2 3.9 4.1 4.7 5.4 4.5 4.0 4.0 4.5 5.3 4.7 4.4 3.6 2.8 2.7 2.3 2.5 2.8 2.3 2.0 1.8 1.9 1.7 1.9 1.7 1.7 1.7 1.8 1.4 1.5 1.3 1.4 1.5 1.4 1.2 1.5 1.8 0.1 0.1 0.4 0.8 1.3 1.7 2.0 2.0 2.1 2.1 2.1 2.2 2.3 2.4 2.5 2.6 2.6 2.6 2.6 2.5 2.6 2.8 3.0 4.0 3.8 3.3 3.4 2.1 2.5 2.6 3.0 3.3 2.9 2.3 2.3 2.2 2.8 3.1 2.8 2.1 2.0 1.6 2.1 2.7 2.7 2.6 1.7 1.7 2.3 0.1 0.1 0.3 0.5 0.7 0.9 1.0 1.1 1.2 1.2 1.2 1.2 1.3 1.4 1.6 1.7 1.8 1.9 1.9 1.7 1.7 1.9 2.3 3.4 3.4 2.9 2.5 1.8 1.9 2.1 2.1 2.2 2.1 2.1 2.0 2.0 2.1 2.1 2.0 1.8 1.6 1.5 1.7 2.2 2.3 2.0 1.5 1.4 2.0 0.0 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.8 1.1 1.5 1.7 1.8 2.1 2.3 2.0 1.3 1.4 2.1 2.7 2.6 2.6 2.0 1.4 1.3 1.2 1.2 1.1 1.2 1.2 1.2 1.2 1.1 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.4 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 1.3 2.2 2.4 2.3 2.7 3.5 3.8 1.5 1.2 1.7 2.4 2.2 2.2 1.5 1.0 0.7 0.7 0.6 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.7 0.8 1.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 2.0 4.0 3.7 3.0 3.3 5.0 7.6 3.5 1.5 1.5 2.2 2.4 1.6 1.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.5 2.6 7.5 5.9 3.8 3.6 6.1 9.5 6.0 1.7 1.7 2.8 2.4 1.3 0.8 0.5 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.6 2.1 9.2 7.2 4.2 3.5 4.6 6.5 5.2 1.4 1.7 2.6 2.3 1.2 0.7 0.4 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 1.1 5.7 5.7 4.1 3.5 3.9 4.4 3.4 1.4 1.4 1.9 1.9 1.1 0.6 0.3 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 2.4 4.1 3.9 3.5 3.7 4.3 3.8 1.4 1.1 1.3 1.3 0.9 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 1.8 4.0 4.1 3.6 3.7 4.9 6.8 2.9 1.1 0.8 0.7 0.6 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 2.1 6.6 5.6 3.9 3.8 5.8 9.1 6.0 1.3 0.6 0.5 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.9 9.1 8.7 4.5 3.7 5.1 7.3 6.0 0.9 0.4 0.3 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.5 1.4 6.6 6.7 4.5 3.7 4.1 5.0 3.9 0.9 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 2.8 4.8 4.3 3.7 3.9 4.5 4.0 1.3 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 1.8 4.3 4.4 3.7 3.8 4.9 6.7 3.3 0.8 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 1.9 6.6 5.8 4.0 3.6 5.4 8.9 6.9 1.3 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.7 9.0 8.8 4.5 3.5 4.6 6.9 6.5 1.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.5 1.3 6.2 6.6 4.1 3.2 3.4 4.2 3.6 1.2 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 0.1 0.1 0.2 0.3 0.7 2.4 3.9 3.3 2.9 2.9 3.0 2.4 1.3 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.2 2.3 2.7 2.9 3.0 2.9 2.5 1.8 1.1 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.2 2.1 3.0 3.8 4.4 4.7 4.3 3.0 1.8 0.8 0.3 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 0.4 0.9 1.7 3.1 5.3 6.7 7.3 8.8 8.4 5.1 2.4 0.9 0.3 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 0.3 0.9 2.2 4.5 8.8 11.3 10.9 13.9 14.7 8.4 3.3 1.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 2.0 5.5 12.5 15.8 12.6 11.7 11.7 6.7 3.1 1.4 0.5 0.2 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 0.5 1.6 3.9 7.5 9.8 8.3 7.3 6.5 4.2 2.4 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.3 2.5 3.9 4.6 4.5 4.0 3.2 2.3 1.4 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 1.4 1.9 2.2 2.2 2.1 1.7 1.2 0.8 0.5 T ATS T C C C C C C C C C C C C C OAK STREET SECOND STREET FIRST STREET FRONT STREET OAK STREET CLEVELAND STREET AC P P P P P T 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD' 'SD2' 'SD2' T T 'SD' 'SD' TENNIS COURTS LIGHTING IS EXISTING TO REMAIN 'SA75' 'SA82' 'SD' 'SB' 'SG' 'SG' 'SG' 'SG' 'SG' 'SG' 'SG' 'SB' 'SA31' 'SF' 'SF' 'SA13' 'SF' 'SF' 'SF' 'SF' 'SF' 'SB' 'SS' 'SS' 'SS' 'SS' Sheet Title Project Name: Project Adress: Project Owner: Opsis Architecture LLP 975 SE Main St, Portland, OR 97214 [PHONE REDACTED] I [EMAIL REDACTED] opsisarch.com Sheet No. Job No. Status: Date: Revisions to Sheet No. Date plotted: THESE DRAWINGS ARE THE PROPERTY OF OPSIS ARCHITECTURE LLP AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. sheet size: 30" x 42" NOT FOR CONSTRUCTION Revision EXPIRES: 12/31/25 10/28/2025 4:27:46 PM SITE PLAN - PHOTOMETRICS Woodburn Community Center 190 Oak Street Woodburn, OR 97071 EG1.00 4773-01 10.28.2025 PLANNING COMMISSION DESIGN REVIEW City Of Woodburn Oregon copyright 2018 PROJECT CONTACT www.interfaceengineering.com Cody Bargholz 2019-0359 100 SW Main Street, Suite 1600 Portland, OR 97204 TEL [PHONE REDACTED] N O R T H 0' 20' 40' 1" = 20'-0" 1 SITE PHOTOMETRIC LIGHTING PLAN