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Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 60'-0" 4/17/2025 5:46:57 AM G101 COVER SHEET S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) PROJECT INFORMATION JURISDICTION: WOODBRUN COUNTY: MARION MAP NO.: 51W08CC06100 TAX LOT: 06100 SUBDIVISION: TYPE: SINGLE-FMLY ZONE: MEDIUM DENSITY RESIDENTIAL (RM) APPLICABLE CODES: - 2023 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) EACH UNITS : BEDROOMS FULL BATHROOM HALF BATHROOM AREAS: 1623 SQ. FT. NEW FLOOR (LIVING AREA) 324 SQ. FT. GARAGE ELECTRICAL PERMIT (BY OTHERS) MECHANICAL PERMIT (BY OTHERS) PLUBING PERMIT (BY OTHERS) SITE/LOT AREA: 0.73 ACRES LOT COVERAGE MAX. 35% ELEVATION: APROX. 183 FT. APPLICANT/OWNER BCAZ LLC 2050 Beavercreek Rd. #101-236 Oregon City, OR. 97045 [PHONE REDACTED] CONTACT: Brian Schwindt PROJECT SURVEYOR BRASS & STONE LAND SURVEYING 1132 Heritage Loop Stayton, OR. 97383 [PHONE REDACTED] CONTACT: Brian Paul P.L.S. PROJECT ENGINEER MARPEZ ENGINEERING LLC 629 Riverview Drive NW Salem, OR 97304 [PHONE REDACTED] CONTACT: Cesar J. Lopez P.E. UTILITIES / SERVICES WATER: CITY OF WOODBURN SEWER: CITY OF WOODBURN GASER: ROR LATO GENERAL ELECTRIC (PGE) N.W. NATURAL GAS PHONE: VERIZON CABLE: COMCAST REFERENCES WOODBURN DEVELOPMENT ORDINACE (WDO) SHEET INDEX G101 COVER SHEET G102 EXISTING CONDITIONS AND SITE DEMOLITION PLAN P101 PRELIMINARY SITE PLAN P102 PRELIMINARY ALIGNMENT AND PROFILE P103 PRELIMINARY GRADING PLAN P104 PRELIMINARY UTILITY PLAN SURVEY SHEET 1 OF 3 - TOPOGRAPHIC SURVEY SURVEY SHEET 2 OF 3 - TOPOGRAPHIC SURVEY/UTILITIES SURVEY SHEET 3 OF 3 - PROPOSED LOT LAYOUT E. LINCOLN STREET FOUR LOT SUBDIVISION PROJECT (SUB 25-01) PRELIMINARY PLANS FOR WOODBURN, OREGON TAXLOTS 51WC08CC06100 PROJECT DESCIPTION THE PROJECT SITE CONSISTS OF A 0.73 ACRES PARCEL DEVELOPMENT THAT WILL INCLUDE FOUR DUPLEXES WITH A PAVED SHARED USE ACCESS, UTILITIES FOR STORM WATER, WATER, SANITARY SEWER, AND POWER. SITE STATISTICS SITE IMPERVIOUS AREA: 0.00 AC (00.00%) SITE PERVIOUS AREA: 0.73 AC (100.0%) CALL BEFORE YOU DIG - Oregon 811 OREGON UTILITY NOTIFICATION CENTER 1-[PHONE REDACTED] WEB: digsafelyoregon.com/ PRE-DEVELOPMENT: POST-DEVELOPMENT: SITE IMPERVIOUS AREA: 0.47 AC (65.0%) SITE PERVIOUS AREA: 0.26 AC (35.0%) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF WOODBURN DESIGN DTANDRADS AND STANDARD CONSTRUCTION SPECIFICATIONS. 1" = 60'-0" SITE MAP No. Description Date ---PAGE BREAK--- Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 30'-0" 4/17/2025 5:47:02 AM G102 EXISTING CONDITION AND SITE DEMOLITION PLAN S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) 1" = 30'-0" EXISTING CONDITIONS AND SITE DEMOLITION 3 6 5 2 4 1 EXISTING BUILDING TO REMAIN AND BE PROTECTED EXISTING TREE RELOCATED OR REMOVED EXISTING TREE TO BE PROTECTED, UNLESS TREE IS IN THE WAY OF CONSTRUCTION OF NEW ACCESS (BY OTHER) EXISTING TREE REMOVED EXISING LANDSCAPE WALL TO BE REMOVED AT THE P.L EXISTING TREE TO BE PROTECTED EXISTING POLE AND LUMINARE TO BE REMOVED EXISTING PGE POLE AND GUIDE WIRE TO BE REMOVED AND REOLOCATED (BY OTHER) EXISTING TREE TO BE PROTECTED, UNLESS TREE IS IN THE WAY OF CONSTRUCTION SITE DEMOLITION NOTES A REPLAT OF PARCEL 1, PARTITION PLAT 2001-56, IN THE NW 1/4 OF SECTION 17 AND THE SW 1/4 OF SECTION 8, T.SS., R.W., W.M., CITY OF WOODBURN, MARION COUNTY, ORECON. PLANNING FILE NUMBER: SUB 235-01 DATE OF SURVEY: SEPTEMBER 20, 2024 FOR: CESAR LOPEZ REFERENCE: PRELIMINARY TOPOGRAPHIC SURVEY PROVIDED BY BRASS & STONE LAND SURVEYING INC. TOPOGRAPHIC SURVEY/ UTILITIES 8 7 9 EXSITING INLET EXISTING BUILDING EXISTING BUILDING 1 2 3 4 5 6 7 8 9 10' 20' 40' 0 2" 0 1" = 20'-0" No. Description Date ---PAGE BREAK--- 2 3.58' N 0°09'58" E U N IT 6 U N IT 5 U N IT 4 U N IT 3 U N IT 2 U N IT 1 0.14 AC RES 6057 SQ . FT. 0.14 AC RES 6059 SQ . FT. 0.14 AC RES 6061 SQ . FT. 0.15 AC RES 6428 SQ . FT. U N IT 8 U N IT 7 6061 SQ . FT. 1 0.0 1 0.0 L EG END G ras C oncrete E co Pavers H ydrant M ailbox W ater M eters T rash Can 3 0. 23’ N 82° 43’1 6" W 9 5. 05’ N 89° 50’0 2" W 1 0. 2’ S 0° 09’5 8" W 3 31. 39’ N 0 °09 ’58 " E 1 25. 12’ S 86 °40 ’08 " E 2 28. 0’ S 0° 08’0 6" W LO T 2 LO T 3 LO T 4 LO T 1 UNIT 6 UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1 10.00 10.00 UNIT 8 UNIT 7 95.05’ N 89°50’02" W 100.22’ S 00°09’58" W 30.23’ N 82°43’16" W 331.39’ N 00°09’58" E 125.12’ S 86°40’08" E 228.00’ S 00°08’06" W LOT 2 LOT 3 LOT 4 LOT 1 SAN G E W GRASS CONCRETE LEGEND ECO PAVERS WATER LINE ELECTRICAL UNDER GROUND GAS LINE SANITARY SEWER MAIN CONTOUR LINE HYDRANT MAILBOX WATER METERS TRASH CAN STM STORM DRAIN PIPE POWER POLE 24 ft. min to ground 36 ft. min to volume of building 11 ft. Dedication 50 ft. Existing ROW 5 ft. min. 20 ft. min 125' 60' 60' 60' 48' 125' 125' 125' w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STM STM STM STM STM STM STM STM STM STM STM Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 20'-0" 4/17/2025 5:47:03 AM P101 PRELIMINARY SITE AND FIRE ACCESS PLAN S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) PROJECT INFORMATION JURISDICTION: WOODBRUN COUNTY: MARION MAP NO.: 51W08CC06100 TAX LOT: 06100 SUBDIVISION: TYPE: SINGLE-FMLY ZONE: MEDIUM DENSITY RESIDENTIAL (RM) APPLICABLE CODES: - 2023 OREGON RESIDENTIAL SPECIALTY CODE (ORSC) EACH UNITS : BEDROOMS FULL BATHROOM HALF BATHROOM AREAS: 1623 SQ. FT. NEW FLOOR (LIVING AREA) 324 SQ. FT. GARAGE ELECTRICAL PERMIT (BY OTHERS) MECHANICAL PERMIT (BY OTHERS) PLUBING PERMIT (BY OTHERS) SITE/LOT AREA: 0.73 ACRES LOT COVERAGE MAX. 35% ELEVATION: APROX. 183 FT. APPLICANT/OWNER BCAZ LLC 2050 Beavercreek Rd. #101-236 Oregon City, OR. 97045 [PHONE REDACTED] CONTACT: Brian Schwindt PROJECT SURVEYOR BRASS & STONE LAND SURVEYING 1132 Heritage Loop Stayton, OR. 97383 [PHONE REDACTED] CONTACT: Brian Paul P.L.S. PROJECT ENGINEER MARPEZ ENGINEERING LLC 629 Riverview Drive NW Salem, OR 97304 [PHONE REDACTED] CONTACT: Cesar J. Lopez P.E. UTILITIES / SERVICES WATER: CITY OF WOODBURN SEWER: CITY OF WOODBURN GASER: ROR LATO GENERAL ELECTRIC (PGE) N.W. NATURAL GAS PHONE: VERIZON CABLE: COMCAST REFERENCES WOODBURN DEVELOPMENT ORDINACE (WDO) CONST. LANDSACPE WALL TO COMFORT WITH WOD 3.06.06B AS REQUIERED. CONST. 20' WIDE DRIVEWAY APPROACH FOR SHARE ACCESS AND FIRE ACESS PER DET. NO. 4150-1 INST. MAILBOX CONST. PAVED ACCESS DRIVEWAY CONST. CURB WITH RED PAINT FOR FIREACCESS AND NO PARKING MARKINGS PER DET. NO 4100-2 CONST. FIRE TURNAROUND WITH 28' CURB RETURN RADIUS. ASPHALT PAVED OR OTHER SURFACING MATERIAL PER WOD 3.04.04 CONST. ASPHALT DRIVEWAY STUBS INST. NEW FIRE HYDRANT PER DET. NO 5070-1 CONST. LANDSCAPE WALL SITE PLAN NOTES 1 2 3 4 5 6 7 8 2 8 1 3 7 7 4 5 6 E. LINCOLN STREET DRIEVEWAY PAD 8' X 18' (typ.) 9 10' 20' 40' 0 2" 0 1" = 20'-0" 1. INSTALL TREE PROTECTION FENCING PRIOR TO COMMENCEMENT OF WORK. 2. NO CONSTRUCTION EQUIPMENT ALLOWED OFF THE HARDSCAPE WITHIN TREES' ROOT PROTECTION ZONES, UNLESS NOTED OR OTHERWISE SHOWN. 3. TREES WITHIN THE LIMITS OF DISTURBANCE DESIGNATED TO BE PROTECTED WILL NOT BE REMOVED. CONTRACTOR IS DIRECTED TO COMPLETE CUT AND FILL OPERATIONS WITH CARE NEXT TO THESE TREES 4. BECAUSE OF FLAG LOT POLE DRIVEWAY, DEVELOPER TO PAY FEE IN LIUE OF STREET TREE REQUIER BY WDO 3.06.03A0A AS 4.02.12 ALLOWS TREE PROTECTION NOTES 1 No. Description Date ---PAGE BREAK--- 182.50 181.00 182.00 183.00 184.00 184.00 183.00 182.00 182.00 182.00 183.00 181.00 2 3.58' N 0°09'58" E U N IT 6 U N IT 5 U N IT 4 U N IT 3 U N IT 2 U N IT 1 0.14 AC RES 6057 SQ . FT. 0.14 AC RES 6059 SQ . FT. 0.14 AC RES 6061 SQ . FT. 0.15 AC RES 6428 SQ . FT. U N IT 8 U N IT 7 6061 SQ . FT. 10.010.0 LEG END G ras Concrete Eco Pavers Hydrant M ailbox W ater M eters Trash Can 3 0.23’ N 82°43 ’16" W 9 5.05’ N 89°50 ’02" W 1 0. 2’ S 0°09 ’58" W 3 31. 39’ N 0° 09’5 8" E 1 25.12’ S 86° 40’0 8" E 2 28. 0’ S 0°08 ’06" W LO T 2 LO T 3 LO T 4 LO T 1 100+00 101+00 102+00 103+00 103+38 BP: 100+00.00 EP: 103+37.91 LOT 1 BUILDING FOOTPRINT LOT 2 BUILDING FOOTPRINT LOT 3 BUILDING FOOTPRINT LOT 4 BUILDING FOOTPRINT PVI STA:100+ 60.00 PVI ELEV:185.33 K:3.31 LVC:50.00 BVCS: 100+ 35.00 BVCE: 183.25 EVCS: 100+ 85.00 EVCE: 183.64 PVI STA:101+ 20.00 PVI ELEV:181.28 K:6.90 LVC:50.00 BVCS: 100+ 95.00 BVCE: 182.97 EVCS: 101+ 45.00 EVCE: 181.41 GRADE BREAK STA = 100+00.00 ELEV = 180.665 GRADE BREAK STA = 103+30.00 ELEV = 182.332 GRADE BREAK STA = 100+00.00 ELEV = 180.665 GRADE BREAK STA = 103+30.00 ELEV = 182.332 Alignment - A PROFILE 175 180 185 190 195 200 175 180 185 190 195 200 99+50 100+00 101+00 102+00 103+00 104+00 8.33% -6.75% 0.50% 51.23% 1.50% 30' Easement 9' 11' 4' 2% Profile grade ACP wearing & base course Level 2, 3/4" Nom. thkn. - 4" 2 equal lifts PL SANITARY SEWER LATERALS VERTICAL CURB COMPACTED BASE COURSE COMPACTED SUBGRADE PRIVATE UTILITIES (POWER & COMMUNICATION) STORM DRAIN LINE 1" WATER SERVICE LINES 6" WATER LINE FOR FIREHYDRANT PL 6' 20' Driveway Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT As indicated 4/17/2025 5:47:03 AM P102 PRELIMINARY ALINGMENT AND PROFILE S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) 1" = 30'-0" - Alignment 1" = 30'-0" Profile 1" = 20'-0" ACCESS DRIVEWAY TYPICAL N.T.S. 1" = 20'-0" ACCESS DRIVEWAY TYPICAL N.T.S. No. Description Date ---PAGE BREAK--- 182.50 182.00 183.00 184.00 184.00 183.00 182.00 182.00 182.00 183.00 181.00 Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 20'-0" 4/17/2025 5:47:03 AM P103 PRELIMINARY EROSION & GRADING PLAN S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) LOT 1 BUILDING FOOTPRINT FINISH FLOOR ELEV. 183.0' LOT 2 BUILDING FOOTPRINT FINISH FLOOR ELEV. 183.0' LOT 3 BUILDING FOOTPRINT FINISH FLOOR ELEV. 183.0' LOT 4 BUILDING FOOTPRINT FINISH FLOOR ELEV. 183.0' CONSTRUCT GRAVEL ECONSTRUCTION ENTRANCE PROVIDE INLET PROTECTION (TYP) INST. SEDIMENT FENCE CONSTRUCTION NOTES 1 2 3 1 3 2 1. EROSION AND SEDIMENT CONTROL IS REQUIRED FOR THIS PROJECT. 2. PREPARE AN EROSION AND SEDIMENT CONTROL PLAN (ESCP) BEFORE BEGINNING WORK. KEEP A COPY OF THE ESCP AND THE CITY EROSION AND SEDIMENT CONTROL MANUAL ON SITE AT ALL TIMES DURING THE PROJECT. 3. THE EROSION AND SEDIMENT CONTROL FACILITIES AS SHOWN IN THE CONTRACT DOCUMENTS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED PROJECT WORK AREA AND SEASONAL CONDITIONS. UPGRADE THESE FACILITIES TO ADDRESS CHANGING WORK OR WEATHER CONDITIONS. 4. INSPECT AND MAINTAIN ALL FACILITIES AND MEASURES UNTIL PROJECT WORK AREAS ARE PERMANENTLY RESURFACED OR STABILIZED 5. PROTECT ALL FUNCTIONING STORMWATER INLETS AND CATCH BASINS FROM RECEIVING UNFILTERED SEDIMENT AND SEDIMENT-LADEN RUNOFF. 6. STABILIZE ALL EXPOSED SOIL IMMEDIATELY FOLLOWING GROUND DISTURBING ACTIVITY. 7. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL FACILITIES AFTER THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER’S REPRESENTATIVE GENERAl NOTES 2 10' 20' 40' 0 2" 0 1" = 20'-0" No. Description Date ---PAGE BREAK--- 2 3.58' N 0°09'58" E U N IT 6 U N IT 5 U N IT 4 U N IT 3 U N IT 2 U N IT 1 0.14 AC RES 6057 SQ . FT. 0.14 AC RES 6059 SQ . FT. 0.14 AC RES 6061 SQ . FT. 0.15 AC RES 6428 SQ . FT. U N IT 8 U N IT 7 6061 SQ . FT. 1 0.0 1 0.0 L EG END G ras C oncrete E co Pavers H ydrant M ailbox W ater M eters T rash Can 3 0. 23’ N 82° 43’1 6" W 9 5. 05’ N 89° 50’0 2" W 1 0. 2’ S 0° 09’5 8" W 3 31. 39’ N 0 °09 ’58 " E 1 25. 12’ S 86 °40 ’08 " E 2 28. 0’ S 0° 08’0 6" W LO T 2 LO T 3 LO T 4 LO T 1 UNIT 6 UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1 10.00 10.00 UNIT 8 UNIT 7 11 ft. Dedication 50 ft. Existing ROW 30' Driveway w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STM STM STM STM STM STM STM STM STM STM STM Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] PRELIMINARY DRAFT 1" = 20'-0" 4/17/2025 5:47:09 AM P104 PRELIMINARY UTILITY PLAN S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. CESAR L. E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) INST. NEW FIRE HYDRANT EXISTING GAS LINE EXISTING 6" WATER LINE EXISTING 8" SANITARY SEWER LINE INST. 8' CONC.STORM PIPE. CONNECT TO EXISTING STORM INLET INST. WATER METER AND 1-INCH WATER LINES TO SERVICE ALL LOTS (8 UNITS) CONNECT FOUR 4-INCH SANITARY SEWER LATERAL TO EXITING 8" SANITARY SEWER LINE INST. NYOPLAST 30" DRAIN BASIN, SEE MANHOLE TABLE THIS SHEET AND DETAIL ON SHEET XXX. INST. ADS MC-3500 STORM-TECH SYSTEM, SEE DETAIL ON SHEET XXX. GENERAL NOTES: COORDINATE ALL FINAL UTILITY SERVICES WITH UTILITY PROVIDER & MEP. FOR ALL LOT NEW SANITAY SEWER LINES TO HAVE CLEAN OUT EVERY 100' AND WATER SERVICE WILL BE CONNECTED TO THE EXISTING MAIN LINES IN THE STREET COORDINARTION WITH POWER, AND COMMUNICATION PROVIDER ONGOING. THE GAS LINE IS INDICATED AS A POSSIBLE LOCATION FOR INSTALLATION BY THE UTILITY COMPANY (TO BE DETERMINED). UTILITY NOTES 1 2 3 4 5 6 8 7 1 2 3 4 5 6 7 8 1" = 20'-0" PRELIMINARY UTILITY PLAN 10' 20' 40' 0 2" 0 1" = 20'-0" 9 9 No. Description Date ---PAGE BREAK--- Drawn By: BWP 09/20/24 Job File: 24-021 1132 HERITAGE LOOP STAYTON, OR 97383 TOPOGRAPHIC SURVEY SCALE: 1'=30' PAGE 1 OF 3 O R E G O N MARCH 13, 2018 BRIAN W. PAULL 89074 R E G I S T E R E D PROFESSIONAL LAND SURVEYOR Expires 12/31/2026 ---PAGE BREAK--- Drawn By: BWP 09/20/24 Job File: 24-021 1132 HERITAGE LOOP STAYTON, OR 97383 TOPOGRAPHIC SURVEY/ UTILITIES SCALE: 1'=20' PAGE 2 OF 3 O R E G O N MARCH 13, 2018 BRIAN W. PAULL 89074 R E G I S T E R E D PROFESSIONAL LAND SURVEYOR Expires 12/31/2026 ---PAGE BREAK--- 95.05' N 89°50'02" W 100.22' S 00°09'58" W 30.23' N 82°43'16" W 331.39' N 00°09'58" E 125.12' S 86°40'08" E 228.00' S 00°08'06" W Drawn By: BWP 09/20/24 Job File: 24-021 1132 HERITAGE LOOP STAYTON, OR 97383 PAGE 3 OF 3 PROPOSED LOT LAYOUT SCALE: 1'=20' O R E G O N MARCH 13, 2018 BRIAN W. PAULL 89074 R E G I S T E R E D PROFESSIONAL LAND SURVEYOR Expires 12/31/2026