Full Text
Letter of Approval – GRAD 25-03 – E. Lincoln St. 4-lot Subdivision (SUB 25-01) Page 1 of 2 June 24, 2025 Cesar J. Lopez, Project Engineer MarPez Engineering LLC 629 Riverview Dr NW Salem, OR 97304-4341 RE: Approval of Grading Permit GRAD 25-01 Lincoln St 4-lot Subdivision” with no street address (Tax Lot 051W08CC06100) Dear Mr. Lopez: Staff approves the Grading Permit, subject to the conditions of approval outlined in this letter. Summary of Review: This site is subject to the development standards of the Woodburn Development Ordinance (WDO). The applicant is requesting to perform on-site grading work in preparation for a 4-lot subdivision still under design review (SUB 25-01). Pursuant to WDO 4.01.02, the Director shall render all Type I land use decisions. The Director’s decision is the final decision of the City on a Type I application and cannot be appealed by any party through the City land use appeals process. Planning Conditions of Approval: 1. Conformance with Approved Plans: All site work shall be in substantial conformance with the approved grading plans. Silt fencing/straw wattles shall be installed around the entire perimeter of the property according to the approved plans prior to the commencement of any grading activity. 2. Other agencies: The applicant, not the City, is responsible for obtaining permits from Marion County, US Army Corps of Engineers (USACE), Oregon Department of State Lands (DSL), Oregon Department of Transportation (ODOT), and other agencies which might require approval or permit. 3. ROW: All work within City rights-of-way or easements within City jurisdiction shall require plan approval and permit issuance from the Public Works Department. ---PAGE BREAK--- Letter of Approval – GRAD 25-03 – E. Lincoln St. 4-lot Subdivision (SUB 25-01) Page 2 of 2 4. Trees: Adhere to the Arborist’s “Tree Protection Plan” by protecting tree #1“Norway Maple” at 993 E. Lincoln St. if possible without damaging root structure. If the arborist determines the tree is likely to die after driveway grading work, remove with the owner’s permission. Retain and protect Tree #2 “Flowering Dogwood” at 1035 E. Lincoln St. with “strong fencing around the dripline or critical root zone” unless the arborist determines this is impossible. 5. The applicant shall comply with the submitted grading and erosion control plans, including measures to keep the ROW clean, to protect existing catch basins around the work area, and maintain dust control measures. All catch basins around the work area shall be clean of debris and soils at all times. 6. The applicant shall continuously maintain adequate protection of all work from damage and protect the public and private property of others from injury or loss arising in connection with the work. 7. The applicant shall comply with City of Woodburn Planning Department requirements through Woodburn Development Ordinance (WDO) 5.01.04 Grading Permit. 8. Prior to starting work, the identified Engineer of record or his designated representative shall inspect all erosion control measures. 9. The applicant shall leave ROW in clean condition, free from litter and debris, at the end of each workday, or more frequently if directed by the site inspector. 10. Sidewalk and street closures are not allowed under this permit. 11. Prior to starting work, silt fencing shall be installed around the entire perimeter of the work area. Final decision approved by designee: Heidi Hinshaw Associate Planner [PHONE REDACTED] [EMAIL REDACTED] Attachment: Approved Grading & Erosion Control Plans cc: Dago Garcia, PE, City Engineer, [EMAIL REDACTED] Melissa Gitt, Building Official, [EMAIL REDACTED] ---PAGE BREAK--- Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] 1" = 60'-0" 6/6/2025 2:17:20 PM 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 GENERAL NOTES G103 EXISTING CONDITIONS AND SITE DEMOLITION PLAN P101 SITE PLAN AND FIRE ACCESS PLAN P102 DRIVEWAY ALIGNMENT AND PROFILE P103 EROSION & GRADING PLAN P104 GRADING PLAN & ELEVATIONS P105 GRADING PLAN DETAILS S101 WALL NOTES AND DETAILS S102 WALL DETAILS S103 WALL 1 ALIGNMENT AND PROFILE S104 WALL 2 ALIGNMENT AND PROFILE 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) GRADING 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] 6/6/2025 2:17:20 PM G102 GENERAL NOTES S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 Autor Verificador E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING CONSTRUCTION. A CITY BUSINESS LICENSE IS REQUIRED. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. THE LOCATIONS, DEPTH, AND DESCRIPTION OF EXISTING UTILITIES SHOWN WERE COMPILED FROM AVAILABLE RECORDS AND/OR SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA. OREGON LAW REQUIRES THAT THE RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER BE FOLLOWED. THOSE RULES ARE SET FORTH IN OAR [PHONE REDACTED]. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER OR ACCESSING VIA INTERNET AT WWW.STATE.OR.US/GOVERNME.HTM CALL BEFORE YOU DIG - PORTLAND METRO AREA [PHONE REDACTED]. 3. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING MATERIALS AND METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. 4. ALL WATERLINE CROSSINGS SHALL BE IN CONFORMANCE WITH OAR CHAPTER 333. THE CITY MAY REQUIRE MORE STRINGENT STANDARDS. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER AND CITY OF WOODBURN ENGINEERING STAFF 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS, EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING A SATURDAY, SUNDAY, OR HOLIDAY. 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL, AND OTHER MATERIAL IN THE ROADWAY AND WHERE INDICATED ON THE PLANS. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET ALL APPLICABLE REGULATIONS. 6. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT "REDLINE DRAWINGS" TO PROJECT ENGINEER FOR PREPARATION OF RECORD DRAWINGS. "REDLINE DRAWINGS" DOCUMENT ALL DEVIATIONS AND REVISIONS TO THE APPROVED PLANS; THEY ALSO RECORD A DESCRIPTION OF CONSTRUCTION MATERIALS ACTUALLY USED (PIPE MATERIAL, ETC.). FROM THE INFORMATION CONTAINED FROM THESE REDLINE DRAWINGS, AS WELL AS ANY NOTES RECORDED BY THE PROJECT ENGINEER, THE PROJECT ENGINEER SHALL PREPARE AND SUBMIT RECORD DRAWINGS. RECORD DRAWINGS ARE REQUIRED FOR ANY PUBLIC IMPROVEMENTS, AS WELL AS FOR ANY (PUBLIC OR PRIVATE) STORM WATER QUANTITY OR QUALITY CONTROL FACILITY. CITY ACCEPTANCE OF ANY PUBLIC IMPROVEMENTS ARE TIED TO THE SUBMITTAL OF THESE RECORD DRAWINGS. CAD GENERATED PLANS SHALL ALSO HAVE ELECTRONIC RECORD DRAWINGS SUBMITTED TO THE CITY IN COMPLIANCE WITH THE DIGITAL MAPPING REQUIREMENTS. 7. CONTRACTOR SHALL ERECT AND MAINTAIN TRAFFIC CONTROL PER THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI, CONSTRUCTION AND MAINTENANCE, AS ADOPTED AND MODIFIED BY ODOT. SHOULD WORK BE IN AN EXISTING PUBLIC RIGHT OF WAY THAT ARE OPEN TO TRAFFIC, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE APPROPRIATE CITY, COUNTY, STATE, AND PORT PERSONNEL FOR APPROVAL. APPROVALS SHALL BE OBTAINED PRIOR TO START OF WORK. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS, APPLICABLE AGENCY REQUIREMENTS AND OTHER WORK AS NECESSARY TO PROVIDE A COMPLETE PROJECT. 8. THERE SHALL BE NO ALTERATION OR VARIANCE FROM THE APPROVED PLANS. THE MINIMUM SUBMITTAL REQUIREMENTS FOR PLAN REVISIONS ARE AS FOLLOWS; PLAN REVISIONS SHALL BE SUBMITTED ON AN 8 1/2" X 11" SHEET (MINIMUM), PLAN REVISION SHALL BE WET STAMPED AND SIGNED BY PROJECT ENGINEER, ANY REQUIRED ENGINEERING CALCULATIONS, OR OTHER AGENCY APPROVALS, SHALL BE INCLUDED WITH THE SUBMITTAL REVISION. UPON APPROVAL OF THE SUBMITTED REVISIONS, THE CITY ENGINEER SHALL AFFIX AN APPROVED STAMP TO THE REVISED PLAN SKETCH AND THE PLAN SHALL BE RETURNED TO THE PROJECT ENGINEER. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER TO DISTRIBUTE THE APPROVED PLAN REVISION TO ALL PARTIES TO WHOM THE ORIGINAL APPROVED PLANS WERE ISSUED. ALL APPROVED REVISION SHALL BE AFFIXED TO THE CONSTRUCTION FIELD PRINTS (ALSO KNOWN AS THE CONTRACTOR'S "REDLINE DRAWINGS"). 9. CONTRACTOR SHALL PROVIDE EFFECTIVE EROSION PROTECTION TO INCLUDE, BUT NOT LIMIT TO, GRADING, DITCHING, HAY BALES, SILT FENCING, AND SEDIMENT BARRIERS TO MINIMIZE EROSION AND IMPACT TO ADJACENT PROPERTY. SEE EROSION AND SEDIMENT CONTROL NOTES AND PLAN. 10. OPEN TRENCHES SHALL BE STRICTLY LIMITED TO A MAXIMUM OF 100 LINEAR FEET WITHIN STREET RIGHT-OF-WAY UNLESS LIMITED TO A LESSER AMOUNT BY PERMIT. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT. 11. CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. 12. ANY PAVEMENT DISTORTION CAUSED BY THE CONSTRUCTION OPERATIONS SHALL BE TEMPORARILY REPAIRED SAME DAY OF OCCURRENCE (OR IN A TIME PERIOD AGREED TO WITH THE CITY INSPECTOR), USING COLD OR HOT AC MIX. OWNER/CONTRACTOR SHALL BE REQUIRED TO MAINTAIN REPAIRED AREAS UNTIL CITY FINAL ACCEPTANCE IS GRANTED. 13. IF GROUND WATER SPRINGS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE PROJECT ENGINEER. THE PROJECT ENGINEER SHALL DIRECT THE CONTRACTOR TO TAKE MEASURES TO ENSURE THAT WATER IS NOT CONVEYED THROUGH THE UTILITY TRENCHES AND THE NATURAL FLOW PATH OF THE SPRING IS ALTERED AS LITTLE AS PRACTICABLE. THE PROJECT ENGINEER SHALL SUBMIT A REPORT SUMMARIZING THE FINDING TO THE CITY. IMPACTS AND MITIGATION SHALL BE ADDRESSED FOR THE CITY APPROVAL. 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE THE START OF WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY, PORT OF PORTLAND, OR PROJECT ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS, CITY STANDARDS AND PROJECT CONTRACT DOCUMENTS. 15. PROJECT PLANS SHALL ALWAYS HAVE AN ENGINEER OF RECORD PERFORMING THE FUNCTION OF PROJECT ENGINEER. IF THE PROJECT ENGINEER IS CHANGED DURING THE COURSE OF THE WORK, THE CITY SHALL BE NOTIFIED IN WRITING AND THE WORK SHALL BE STOPPED UNTIL REPLACEMENT ENGINEER HAS AGREED TO ACCEPT THE RESPONSIBILITY OF THE PROJECT ENGINEER. THE NEW PROJECT ENGINEER SHALL PROVIDE WRITTEN NOTICE OF ACCEPTING PROJECT RESPONSIBILITY TO THE CITY WITHIN 72 HOURS OF ACCEPTING THE POSITION AS PROJECT ENGINEER. 16. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT ARE DISTURBED DUE TO CONSTRUCTION. EXCAVATORS MUST COMPLY WITH THE PROVISIONS OF ORA 757.541 THRU 757.571. SURVEY MONUMENT PRESERVATION: ALL SURVEY MONUMENTS OF RECORD MUST BE PRESERVED. IN THE EVENT A MONUMENT IS DISTURBED CONTRACTOR IS RESPONSIBLE TO SECURE THE SERVICES OF A REGISTERED PROFESSIONAL LAND SURVEYOR TO REFERENCE AND REPLACE THE MONUMENT WITHIN 90 DAYS OF THE REMOVAL, DISTURBANCE OR DESTRUCTION 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE UNIFORM PLUMBING CODE, AND THE APPLICABLE REQUIREMENTS OF OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY AND THE CITY OF WOODBURN ENGINEERING DESIGN STANDARDS FOR PUBLIC IMPROVEMENTS. 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE FEET OF ANY BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE FOOT BELOW THE SURFACE OF THE GROUND. (EXCEPT IN AREAS WHERE DIP IS SPECIFIED). THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS, COVERED DRIVEWAYS, AND SIMILAR STRUCTURES OR APPURTENANCES. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 6. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING FOOTING. 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. 8. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION JOINT NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. STORM DRAINAGE CONSTRUCTION NOTES: SANITARY SEWER CONSTRUCTION NOTES: 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY, CITY OF WOODBURN ENGINEERING DESIGN STANDARDS FOR PUBLIC IMPROVEMENTS, ODOT AND THE UNIFORM PLUMBING CODE. ALL SANITARY SEWER SERVICE LATERALS SHALL BE 4" PVC PIPE CONFORMING TO ASTM SPECIFICATION D3034 (SDR-35), UNLESS NOTED OTHERWISE. 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE FEET OF ANY BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE FOOT BELOW THE SURFACE OF THE GROUND. THIS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS AND DRIVEWAYS, AND SIMILAR STRUCTURES OR APPURTENANCES. LATERALS SHALL BE INSTALLED AT A MIN. 2% SLOPE UNLESS NOTED ON THE PLANS. 3. HYDROSTATIC AND AIR TESTING OF SANITARY LINES AND MANHOLES SHALL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM PLUMBING CODE, OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY, AND CITY OF WOODBURN STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE ENGINEER. 4. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 5. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. 6. PIPE BEDDING AND BACKFILL SHALL CONFORM TO UNIFORM PLUMBING CODE AND CITY OF MEDFORD STANDARDS. 7. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL CONFORM TO UNIFORM PLUMBING CODE AND CITY OF WOODBURN STANDARDS. 8. A MINIMUM OF TWO FEET HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERLINES AND SANITARY AND STORM MANHOLES. ALL CONSTRUCTION MUST MEET DEQ AND STATE WATER RESOURCES BOARD REQUIREMENTS FOR SEPARATION. 9. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE BUILDING FOOTING. DEMOLITION NOTES : 1. NOTIFY ENGINEER FIVE BUSINESS DAYS BEFORE COMMENCEMENT OF WORK. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY FACILITIES SHOWN HEREON ARE BASED ON LOCATE MARKS REQUESTED FOR THIS SURVEY PER ONE CALL PUBLIC LOCATE. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES BY THE RESPECTIVE UTILITY OWNERS, NOR FOR THE EXISTENCE OF BURIED OBJECTS WHICH ARE NOT SHOWN ON THE PLAN. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF OSHA. 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY ALL APPROPRIATE CODES, LAWS AND REGULATIONS THAT GOVERN CONSTRUCTION WITHIN THE CITY OF WOODBURN. 5. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT ARE DISTURBED DUE TO CONSTRUCTION. 6. ALL CONSTRUCTION SHALL CONFORM TO CONSTRUCTION DOCUMENTS AND PROJECT SPECIFICATIONS. 7. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION AND TESTING. 8. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT 24 HOURS PRIOR TO CONSTRUCTION. CONCEALED CONSTRUCTION WITHOUT THE REQUIRED EXPOSURE SHALL BE SUBJECT TO INSPECTION AT THE CONTRACTOR'S EXPENSE. 9. SIGNIFICANT VARIATION AND DEGREE OF EROSION CONTROL EFFORT WILL BE DICTATED BY WEATHER CONDITIONS. THE DEVELOPER AND CONTRACTOR SHOULD BE PREPARED TO PROVIDE EXTRA EROSION CONTROL PROVISIONS AND EFFORT DURING WINTER AND WET WEATHER CONDITIONS BEYOND WHAT IS REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS. FINE GRAINED AND UNCONSOLIDATED SOILS ON GRADED SLOPES MAY BECOME UNSTABLE WHEN SUBJECT TO EXCESSIVE MOISTURE. 10. DEMOLISH/REMOVAL NOT SPECIFICALLY LISTED, BUT REQUIRED TO COMPLETE SITE/UTILITY AND GRADING PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SITE AND RECYCLED/DISPOSED OF ACCORDING TO LOCAL REGULATIONS. No. Description Date ---PAGE BREAK--- Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] 1" = 30'-0" 6/6/2025 2:17:26 PM G103 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 PROPERTY LINE ---PAGE BREAK--- 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 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 0.14 ACRES 6057 SQ. FT. 0.14 ACRES 6059 SQ. FT. 0.14 ACRES 6061 SQ. FT. 0.15 ACRES 6428 SQ. FT. 6061 SQ. FT. 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 SEWER 50 ft. Existing ROW 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 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 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] 1" = 20'-0" 6/6/2025 2:17:27 PM P101 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 No. Description Date ---PAGE BREAK--- "A"103+38 "A"100+00 "A"101+00 "A"102+00 "A"103+00 "F"2+00 "F"2+59 "W1"0+00 "W1"1+00 "W1"2+00 "W1"2+10 "W2"0+00 "W2"0+50 Line BP: 2+00.00 Line EP: 2+59.00 Line BP: 100+00.00 Line EP: 103+37.87 Line PI: 100+05.50 Line BP: 0+00.00 Line EP: 2+10.00 Line BP: 0+00.00 Line EP: 0+50.00 SITE 1 32116.32 SQ FT 0.74 ACRES Property : 5 182.50 182.00 183.00 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:3.18 LVC:50.00 BVCS: 100+ 35.00 BVCE: 183.25 EVCS: 100+ 85.00 EVCE: 183.48 PVI STA:101+ 10.00 PVI ELEV:181.63 K:3.62 LVC:25.00 BVCS: 100+ 97.50 BVCE: 182.56 EVCS: 101+ 22.50 EVCE: 181.57 GRADE BREAK STA = 100+00.00 ELEV = 180.665 GRADE BREAK STA = 102+25.80 ELEV = 181.053 GRADE BREAK STA = 103+30.00 ELEV = 182.332 GRADE BREAK STA = 100+00.00 ELEV = 180.665 GRADE BREAK STA = 102+25.80 ELEV = 181.053 GRADE BREAK STA = 103+30.00 ELEV = 182.332 Line 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% -7.40% 51.23% 1.50% -0.50% 1.23% 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] As indicated 6/6/2025 2:17:27 PM P102 DRIVEWAY 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--- 182.00 184.00 183.00 181.00 182.00 184.00 183.00 182.00 182.50 182.00 183.00 Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] 1" = 20'-0" 6/6/2025 2:17:27 PM P103 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) 1" = 20'-0" PROPOSED GRADING 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 CONSTRUCTION ENTRANCE, SEE ODOT STANDARD DRAWING RD1000 PROVIDE INLET PROTECTION (TYPE 3 & SEE ODOT STANDARD DRAWING RD1010 INST. SEDIMENT FENCE ON THE PERIMETER OF THE LOT,SEE ODOT STANDARD DRAWING RD1040 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" DUST CONTROL REQUIREMENTS TECHNIQUES TO MINIMIZE RELEASE OF DUST AND DEBRIS INCLUDE WATERING DRY EARTH, COVERING STORED TOPSOIL AND FILL DIRT, AND COVERING RAW EARTH AREAS WITH GRAVEL OR TEMPORARY SEEDING. STOCKPILE AREAS SOIL STOCKPILES ARE TO BE PLACED ONSITE, TEMPORARY PLASTIC SHEETING SHOULD BE PLACED AROUND STOCKPILE AREA TO PREVENT STORMWATER AND MATERIAL RUNOFF. STOCKPILE AREAS ALSO NEED TO HAVE AN IMPERVIOUS LAYER PLACED UNDERNEATH THE STOCKPILE AREA. WET WEATHER EROSION CONTROL THE WET WEATHER CONSTRUCTION SEASON IS BETWEEN OCTOBER 1 ST AND MAY 31ST. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES FOR WET WEATHER CONSTRUCTION AS OUTLINED BELOW AND ALSO AS REQUIRED BY THE CITY 1. INSTALL TREE PROTECTION FENCING PRIOR TO COMMENCEMENT OF WORK. SEE ARBORIST REPORT FOR CONSTTUION FROM TREE PLUS NW PRO TREE CARE. 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 3 3 3 SW 184.00 FG 182.55 TW 181.50 FG 181.00 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 7 182.00 184.00 183.00 181.00 182.00 184.00 183.00 182.00 181.00 182.50 182.00 183.00 50 ft. Existing ROW Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] 1" = 20'-0" 6/6/2025 2:17:28 PM P104 GRADING PLAN & ELEVATIONS 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) E. LINCOLN STREET 10' 20' 40' 0 2" 0 1" = 20'-0" BC BOTTOM OF CURB FG FINISHED GRADE FS FLUSH CURB HP HIGH POINT LP LOW POINT R RIM S SPOT ELEVATION TC TOP OF CURB TW TOP OF WALL ABBREVIATION TABLE: 1. PAVEMENT IN ADA PARKING AREA TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. 2. ADA RAMPS ARE ADA COMPLIANT. 3. ALL CURBS HAVE 6" EXPOSURE UNLESS OTHERWISE NOTED GENERAL NOTES: SHEET NOTES : 1. CURB HEIGHTS ARE UNLESS NOTED OTHERWISE. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). 4. ALL WALKWAYS FROM ACCESSIBLE UNITS ARE DESIGNED TO NOT REQUIRE HANDRAILS. THEREFORE, RAMPS WITH SLOPES STEEPER THAN 5.0% AND LESS THAN 8.33% SHALL NOT EXCEED O.5' RISE OR 6.0' LENGTH. 5. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. 6. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED GRADE WHICH INCLUDES SUBGRADE SOIL, TOPSOIL SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BHOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. TC 182.50 TW 182.50 FG 182.30 FG 182.00 TC 180.63 FG 180.53 TC 181.72 SW 181.22 TC 182.50 FG 182.00 TW 182.50 FG 180.00 TC 185.02 FG 184.52 TC 181.33 SW 180.83 TC 180.63 FG 180.13 TC 180.63 FG 180.53 TW 184.00 SW 180.99 TW 185.00 SW 183.03 TW 185.00 SW 184.48 SW 184.47 FG 184.22 SW 181.40 FG 181.40 SW 184.00 FG 181.29 SW 184.00 FG 181.15 SW 184.00 FG 181.04 TC 182.26 FG 181.76 TC 182.28 FG 181.78 LP 180.92 TW 184.00 SW 181.20 TW 184.00 SW 181.47 SW 182.00 SW 181.83 SW 182.11 FG 181.97 FG 182.28.00 MATCH EXTG. TW 182.50 FG 178.50 No. Description Date ---PAGE BREAK--- Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] 6/6/2025 2:17:29 PM P105 GRADING PLAN DETAILS 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) No. Description Date ---PAGE BREAK--- FENCE POST / RAILING CAP UNIT-POST CORED THROUGH CAPP MAGNUMSTONE® STANDARD BLOCK WHITH CONCRETE INFILL MAGNUMSTONE® STANDARD BLOCK GEOGRID PER DESIGN BY ENGINEER TOP OF WALL PLANTING SOIL APPROVED COMPACTED BACKFILL Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] As indicated 6/6/2025 2:17:29 PM S101 WALL NOTES & DETAILS S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. Checker E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) 1" = 30'-0" THROUGH HOLLOW CORE WITH CAPPING N.T.S. GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL INSPECT ALL MATERIALS DELIVERED TO THE SITE TO ENSURE PROPER TYPE AND GRADE OF MATERIALS HAVE BEEN RECEIVED AS PER THE PROJECT SPECIFICATIONS. 2. THE CONTRACTOR SHALL ENSURE PROPER STORAGE, HANDLING, AND PROTECTION FROM DAMAGE OF THE MATERIALS. DAMAGED MATERIALS SHALL NOT BE USED IN THE CONSTRUCTION OF THE PRECAST MODULAR BLOCK RETAINING WALL. 3. THE CONTRACTOR SHALL ENSURE PROPER STORAGE, HANDLING, AND PROTECTION FROM DAMAGE OF THE MATERIALS. DAMAGED MATERIALS SHALL NOT BE USED IN THE CONSTRUCTION OF THE PRECAST MODULAR BLOCK RETAINING WALL.THE CONTRACTOR SHALL PREVENT EXCESSIVE MUD, WET CONCRETE, OR MATERIALS THAT MAY STAIN OR ADHERE FROM COMING IN CONTACT WITH THE WALL MATERIALS. 4. FOUNDATION SOIL A. THE FOUNDATION SOILS SHALL BE UNDISTURBED NATIVE SITE SOILS. B. THE FOUNDATION SOILS SHALL BE INSPECTED AND TESTED BY AN ENGINEER BEFORE INSTALLING BASE LEVELING GRAVEL. C. DISTURBED OR UNSUITABLE FOUNDATION SOILS SHALL BE PROPERLY COMPACTED OR REPLACED WITH ACCEPTABLE SOILS AS SPECIFIED BY THE ENGINEER. 5. BACKFILL SOIL A. BACKFILL SOILS SHALL BE FREE OF ORGANIC MATERIALS AND OTHER UNSUITABLE MATERIALS. B. SOILS CLASSIFIED AS GP, GW, SP, SW, OR SM TYPES IN ACCORDANCE WITH ASTM D 2487 ARE SUITABLE. ALL SOILS SHALL BE APPROVED BY THE ENGINEER.THE PLASTICITY INDEX OF THE BACKFILL SOILS SHALL HAVE A FINE FRACTION OF LESS THAN 2 6. BASE LEVELING MATERIALS A. THE BASE LEVELING GRAVEL SHALL BE WELL GRADED COMPACTED GRAVEL (GW). B. UNREINFORCED CONCRETE BASE LEVELING PAD CAN ALSO BE USED IF SPECIFIED. AASHTO SPECIFICATIONS SHALL BE FOLLOWED WHEN CONSTRUCTING CONCRETE FOOTING FOR DOT PROJECTS 7. DRAINAGE PIPE A. DRAINAGE PIPE SHALL BE PERFORATED PVC OR CORRUGATED HDPE PIPE WITH A MINIMUM SIZE OF 4” (0.1 M) IN DIAMETER. B. GEOTEXTILE WRAP AROUND THE DRAINAGE PIPE MAY BE USED AS SPECIFIED BY THE ENGINEER.DRAINAGE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM D 3034 AND/OR ASTM D 1248. 8. GEOTEXTILE FABRIC A. GEOTEXTILES SHALL BE NON-WOVEN AS SPECIFIED BY THE SPECIFICATIONS AND CONSTRUCTION DRAWINGS. B. GEOTEXTILES WHEN USED AS A SOIL SEPARATOR SHALL BE PERMEABLE, ALLOWING WATER TO EFFECTIVELY PASS THROUGH THE FABRIC OPENINGS. 9. DRAINAGE AND UNIT INFILL AGGREGATE A. DRAINAGE AGGREGATE SHALL BE CLEAN CRUSHED GRAVEL MEETING THE GRADATION IN ACCORDANCE WITH ASTM D 448. B. DRAINAGE AGGREGATES SHALL BE PLACED IN ALL UNIT VOIDS AND WEDGE BETWEEN UNITS WITH UNIFORM PARTICLE SIZE NO LESS THAN 1” (25 MM) AND NOT MORE THAN 5% PASSING THROUGH THE NO. 200 SIEVE. 10. MAGNUSTONE RETAINING WALL - GRAVITY PRECAST MODULA BLOCK RETAINING WALL,SEE MANUFACTURE DRAWING FOR ADDTIONAL INFORMATION. No. Description Date ---PAGE BREAK--- ECL-HWB ECL-BS ECL-TB STD BS TB STD BS TB STD BS TB STD BS TB STD BS TB STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB B048 STD STD TB STD BS TB STD BS TB STD BS TB STD BS TB STD BS TB STD BS TB STD BS TB STD BS TB STD BS TB STD BS TB STD TB BS TB BS TB BS TB BS TB BS TB BS TB BS TB BS-ECR HWT-ECR 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 175 180 185 190 175 180 [PHONE REDACTED] lbf/ft2 L=2 ft 1500 lbf/ft2 L=4 ft 1500 lbf/ft2 L=4 ft 1500 lbf/ft2 L=4 ft 1300 lbf/ft2 L=2 ft 1100 lbf/ft2 L=2 ft 700 lbf/ft2 L=2 ft Drawing is for information purposes only, not to be used for construction. LEGEND TW: Top of Wall Elevation BW: Bottom of Wall Elevation (Finished Grade) TLP: Top of Leveling Pad Length( ft) Brng( lbf/ft2) 0+0.00 0+26.00 1+14.00 1+56.00 1+90.00 0+0.00 1+90.00 BEGIN RADIUS STA 0 END RADIUS STA 190 STA 0 TW 182.5 ft FG 180 ft STA 40 TW 182.5 ft FG 177 ft STA 100 TW 182.5 ft FG 177 ft STA 130 TW 182.5 ft FG 179 ft STA 190 TW 182.5 ft FG 181 ft TLP 176.85 HO: Horizontal Offset distance due to batter at base of wall TLP 174.85 TLP 176.85 TLP 178.85 TLP 178.85 Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] 1/8" = 1'-0" 6/6/2025 2:17:30 PM S102 WALL1 DETAILS S0012024 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) BCAZ LLC 04/15/2025 CESAR L. Checker E. LINCOLN ST. WOODBURN, OR 97071 E. LINCOLN DUPLEX SUBDIVISION (SUB 25-01) No. Description Date ---PAGE BREAK--- "A"103+38 "A"100+00 "A"101+00 "A"102+00 "A"103+00 "F"2+00 "F"2+59 "W1"0+00 "W1"1+00 "W1"2+00 "W1"2+10 "W2"0+00 "W2"0+50 Line BP: 2+00.00 Line EP: 2+59.00 Line BP: 100+00.00 Line EP: 103+37.87 Line PI: 100+05.50 Line BP: 0+00.00 Line EP: 2+10.00 Line BP: 0+00.00 Line EP: 0+50.00 182.50 182.00 183.00 GRADE BREAK STA = 0+00 ELEV = 182.50 GRADE BREAK STA = 1+90.00 ELEV = 182.500 Line PROFILE 175 180 185 175 180 185 -1+00 0+00 1+00 2+00 3+00 4+00 0.00% TOP OF LEVELING PAD (TLP) STA = 0+00 ELEV = 176.85 TLP STA = 0+28 ELEV = 174.85 TLP STA = 1+02 ELEV = 176.85 TLP STA = 1+58 ELEV = 178.85 TOP OF WALL LOT 1 BUILDING FOOTPRINT LOT 2 BUILDING FOOTPRINT LOT 3 BUILDING FOOTPRINT LOT 4 BUILDING FOOTPRINT RETAINING WALL ELEVATIONS W1 STATION OFFSET FROM CL ELEV.AT TOP OF WALL 0+00 0+40 1+00 1+30 0.5 0.5 0.5 0.5 182.85 182.85 182.85 182.85 1+90 0.5 182.85 DESIGN WALL HEIGHT 5.57 7.57 7.57 5.57 3.57 WALL EMBEDDED MIN. 1.0 1.0 1.0 1.0 1.0 ELEV.AT BOTTOM OF WALL 180.0 177.0 177.0 179.0 181.0 Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] As indicated 6/6/2025 2:17:30 PM S103 WALL 1 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" = 20'-0" Profile "W1" 1" = 20'-0" "W1" - Alignment 10' 20' 40' 0 2" 0 1" = 20'-0" No. Description Date ---PAGE BREAK--- "A"100+00 "A"101+00 "A"102+00 "W1"0+00 "W1"1+00 "W2"0+00 "W2"0+50 Line BP: 100+00.00 Line PI: 100+05.50 Line BP: 0+00.00 Line BP: 0+00.00 Line EP: 0+50.00 LOT 3 BUILDING FOOTPRINT LOT 4 BUILDING FOOTPRINT GRADE BREAK STA = 0+00.25 ELEV = 184.102 GRADE BREAK STA = 0+50.00 ELEV = 185.102 Line PROFILE 180 185 190 180 185 190 -1+00 0+00 1+00 2+00 0.00% 500.00% 0.00% TOP OF WALL GRAVITY WALL ELEVATIONS W2 STATION OFFSET FROM CL ELEV.AT TOP OF WALL 0+00 0+05 0+50 0.5 0.5 0.5 185.10 185.10 184.10 DESIGN WALL HEIGHT 4 4 4 WALL EMBEDDED MIN. 2.0 2.0 2.0 ELEV.AT BOTTOM OF WALL 181.50 184.00 181.00 Scale Project number Date Drawn by Checked by Salem, Oregon 97304 [PHONE REDACTED] [EMAIL REDACTED] As indicated 6/6/2025 2:17:30 PM S104 WALL 2 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" = 20'-0" "W2" - Alignment 1" = 20'-0" Profile "W2" 10' 20' 40' 0 2" 0 1" = 20'-0" ALL REINFORCING STEEAL SHALL CONFORM TO AASHTO M31, GRADE 60, ASTM SPECIFICATION A706 OR A615, GRADE 60. ALL #4 NAR SPLICES SHALL BE ALL CONCRETE SHALL BE "COMMERCIAL GRADE CONCRETE". SCALE: WRITTEN DIMENSION SHALL HAVE PRECEDENCE OVER SCALED DIMENSION. DO NOT SCALE DRAWING. PLACE CONTRACTION JOINT AT APPROX. 32' CTRS. UNLESS OTHERWISE SHOWN. MATCH EXISTING WALL ELEVATION. TOP OF WALL CAN BE TAPER TO MATCH EXISTING WALL ELEVATION. THE CONTRACTOR/OWNER SHALL COORDINATE, AS REQUIRED, WITH ALL UTILITIES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATION, SIZE, MATERIAL, AND SITE CONDITIONS BEFORE PROCEEDING WITH ANY WORK. No. Description Date ---PAGE BREAK--- Trees Plus Northwest, LLC I treesplusnw.com • Licensed •Bonded • Insured ICCB #234684 Arborist Report for Construction Prepared for: BCAZ LLC Project Name: E. Lincoln St (Duplexes) Woodburn Project Address: At or next to, 1035 E Lincoln St 97071, Woodburn OR Arborist: Leonel Cervantes Meraz, ISA Certified Arborist PN-9335A / TRQ Certified Evaluation Date: 1/28/2025 Purpose of Report This report evaluates trees within the proposed project site and or adjacent properties within the critical root zones to determine which trees can be preserved and provides guidelines for their protection during construction. Site Summary Total trees assessed: 7 Species include maple, dogwood, lilac, and arborvitae. 3 trees are in conflict with proposed building areas. ---PAGE BREAK--- Proposed Work Site Tree Inventory Tree #1 is located in address 993 E Lincoln St Trees #2,5,6, and 7 are located in address 1035 E Lincoln St Tree ID Species DBH (In) Height (Ft) Health Structural Condition Comments 1 Norway Maple (Acer Platanoides) 23.4 50 Good Fair Root damage (machine/equipment caused) 2 Flowering Dogwood (Cornus florida) 13 17 Good Good Minor structural defects 3 Common Lilac (Syringa vulgaris) 4.5 13 Good Poor Decay in main stem 4 Arborvitae Tree (Thuja occidentalis) 12 32 Poor poor Decay in main stem, co-dominant stems removed 5 Arborvitae Tree 2-Stem (Thuja occidentalis) 8” & 8” 34 Poor Poor Decay in main stem, co-dominant stems removed 6 Arborvitae Tree 2-Stem (Thuja occidentalis) 5” & 9” 34 Poor Poor Decay in main stem, co-dominant stems removed ---PAGE BREAK--- 7 Multiple-Stem Arborvitae Tree (Thuja occidentalis) 2”-5” 26 Poor Poor Decay at the base Tree #1 Tree #2 Tree #3 ---PAGE BREAK--- Tree #4 Tree #5 Tree #6 (next to tree Tree #7 ---PAGE BREAK--- Mitigation Measures Relocate utilities to minimize impacts on tree roots from preserved trees. Apply mulch to the root zones of preserved trees. Schedule irrigation to reduce stress during construction. Tree Protection Plan Tree #2 will need to be retained and the root zone protected as per Woodburn Development Ordinance (Ordinance No. 2629, July 22, 2024). Install strong fencing around the dripline or critical root zone (CRZ). Fence to remain in place for the duration of the driveway construction project. Avoid grading, excavation, or heavy equipment movement within the CRZ. Tree Removal Plan Must follow Woodburn Development Ordinance (Ordinance No. 2629, July 22, 2024) to remove any significant trees. A “significant tree” is any tree with a DBH of 24 inches or more. A DBH measurement is simply the diameter of the tree trunk measured 4.5 feet above the ground. Trees with a DBH of less than 24 inches can be removed without a permit. Trees with a DBH of 24 inches or more must obtain a Significant Tree Removal Permit. Due to unavoidable conflicts with the proposed layout of driveway and the trees poor health conditions; Trees number 1, 3, 4, 5, 6, and 7 will need to be removed. Replacement trees will need to be planted as per local ordinance. ---PAGE BREAK--- ---PAGE BREAK---