Document Woodburn_doc_64e2da455e

2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X < < < < < < < < < < < < < < < < < < < < < < < < < < < < < V PARR RD PHASE 1 DEVELOPMENT PHASE 1 PHASE 2 INDUSTRIAL RD STACY ALLISON WAY EVERGREEN RD OR HWY 219 INTERSTATE 5 STAFNEY LANE BUTTEVILLE RD S WOODLAND AVE PHASE 1 PARR RD PARR RD EVERGREEN RD STUBB RD NE KIRKSEY ST STACY ALLISON WAY SITE CIVIL ENGINEER: SURVEYOR: VERTICAL DATUM: PROJECT WEISZ - EVERGREEN RD AND INDUSTRIAL RD ELEVATIONS AND CONTOURS ARE BASED ON MARION COUNTY CONTROL POINT 9425. THE BENCHMARK IS A 3" BRASS DISK LOCATED APPROXIMATELY 1,300 FEET WEST OF THE INTERSECTION OF STUBB ROAD NE AND PARR ROAD NE. IT HAS AN ELEVATION OF 182.42 FEET ON THE NGVD 1929 DATUM. DEVELOPER/OWNER: PROJECT DESCRIPTION: SPECHT DEVELOPMENT PLANS TO BUILD AN APPROXIMATELY 500,000 SQUARE FOOT BUILDING WEST OF EVERGREEN ROAD AND PARR ROAD IN WOODBURN, OREGON. THE FACILITY WILL BE A SPEC. BUILDING. EVERGREEN ROAD WILL BE EXTENDED TO PARR ROAD. A NEW INDUSTRIAL ROAD WILL BE BUILT ALONG THE SOUTH SIDE OF THE PROPERTY. GEOTECHNICAL: 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.01.DWG:R1.00 TP 12/07/22 08:06 1:200 R0.01 COVER SHEET TP RJH REVISION SCHEDULE Issued As Delta Issue Date MACKENZIE CONTACT: RALPH HENDERSON 1515 SE WATER AVENUE PORTLAND, OR 97214 PHONE: [PHONE REDACTED] FAX: [PHONE REDACTED] SPECHT DEVELOPMENT 10260 SW GREENBURG RD, SUITE 170 PORTLAND, OR 97223 CONTACT: PETER SKEI PHONE: [PHONE REDACTED] NORTHWEST SURVEYING, INC. CONTACT: CLINTON H. STUBBS 1815 NW 169TH PLACE, SUITE 2090 BEAVERTON, OR 97006 PHONE: [PHONE REDACTED] FAX: [PHONE REDACTED] NV5 CONTACT: NICK PAVEGLIO 703 BROADWAY STREET, SUITE 650 VANCOUVER, WA 98660 PHONE: [PHONE REDACTED] [EMAIL REDACTED] VICINITY MAP N.T.S. 1 R0.01 SITE MAP N.T.S. 2 R0.01 SHEET INDEX R0.01 COVER SHEET R0.10 GENERAL NOTES R0.11 GENERAL NOTES (CONTINUED) AND LEGEND R0.12 ROADWAY SECTION DETAILS - EVERGREEN RD R0.13 ROADWAY SECTION DETAILS - EVERGREEN RD R0.14 ROADWAY SECTION DETAIL - INDUSTRIAL RD R0.20 SOUTH INTERSECTION ULTIMATE PLAN (FUTURE) R1.10 EVERGREEN RD - STREET AND STORM - START TO STA 12+00 R1.11 EVERGREEN RD - STREET AND STORM - STA 12+00 TO STA 16+60 R1.12 EVERGREEN RD - STREET AND STORM - STA 16+60 TO END R1.20 EVERGREEN RD - SANITARY AND WATER - START TO STA 12+00 R1.21 EVERGREEN RD - SANITARY AND WATER - STA 12+00 TO STA 16+60 R1.22 EVERGREEN RD - SANITARY AND WATER - STA 16+60 TO END R2.14 INDUSTRIAL RD - STREET AND STORM - STA 26+75 TO STA 31+75 R2.15 INDUSTRIAL RD - STREET AND STORM - STA 31+75 TO STA 37+00 R2.16 INDUSTRIAL RD - STREET AND STORM - STA 37+00 TO END R2.24 INDUSTRIAL RD - SANITARY AND WATER - STA 26+75 TO STA 31+75 R2.25 INDUSTRIAL RD - SANITARY AND WATER - STA 31+75 TO STA 37+00 R2.26 INDUSTRIAL RD - SANITARY AND WATER - STA 37+00 TO END R2.30 SIGNING AND STRIPING - INDUSTRIAL RD R2.31 SIGNING AND STRIPING - EVERGREEN RD R2.32 SIGNING AND STRIPING DETAILS R2.33 SIGNING AND STRIPING DETAILS R4.10 SOUTH INTERSECTION GRADING PLAN R4.11 ROADWAY STORM FACILITY ENLARGEMENT PLANS R4.12 ROADWAY STORM FACILITY ENLARGEMENT PLANS R5.10 CIVIL DETAILS R5.11 CIVIL DETAILS R5.12 CIVIL DETAILS R5.13 CIVIL DETAILS R5.14 LANDSCAPE DETAILS SEE SHEET R1.10 & R1.20 SEE SHEET R1.11 & R1.21 SEE SHEET R1.12 & R1.22 SEE SHEET R2.16 & R2.26 SEE SHEET R2.14 & R2.24 SEE SHEET R2.15 & R2.25 SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.10.DWG TP 12/07/22 08:06 1:0.08 REVISION SCHEDULE Issued As Delta Issue Date GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS AND REQUIREMENTS OF THE LOCAL JURISDICTION, THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND CURRENT OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION. 2. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN IS BASED ON A SURVEY BY OTHERS AND IS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS WITH HIS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION. 3. CONTRACTOR MUST COMPLY WITH LOCAL AND STATE REQUIREMENTS TO NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES. 5. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER. 6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO STARTING CONSTRUCTION. 7. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, CITY ENGINEERING STAFF, AND ANY POTENTIALLY AFFECTED CITY SERVICE AGENCIES A MINIMUM OF 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS, EXCEPT OF NORMAL RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS OR HOLIDAYS. 8. CONTRACTOR SHALL INSTALL PROJECT CONSTRUCTION SIGN(S) AT LOCATION(S) COORDINATED WITH THE CITY INSPECTOR. SIGN SHALL INCLUDE: ARIAL BOLD PRINT, 4 1/2 INCH LETTER SIZE PROJECT NAME, 3 INCH LETTER TEXT SIZE, BLACK NON-REFLECTIVE LEGEND, ORANGE NON-REFLECTIVE BACKGROUND, BLACK NON-REFLECTIVE 1-INCH FLUSH BORDER WITH 6-INCH CORNER RADIUSES ON 3/4 INCH APA RATED A-B GRADE EXTERIOR PLYWOOD. CONTRACTOR SHALL ADD START DATE, END DATE, CONTRACTOR COMPANY NAME AND CONTACT PERSON FOR SPECIFIC PROJECT. MOUNT ON DOUBLE POST TEMPORARY SIGN SUPPORT PER ODOT DETAIL TM 821. 9. PRIOR TO THE START OF WORK CONTRACTOR SHALL PROVIDE WRITTEN NOTICE OF THE CONSTRUCTION SCHEDULE TO ANY RESIDENT'S WHOSE DRIVEWAY ACCESS OR NORMAL TRAVEL ROUTES MAY BE AFFECTED. CONTRACTOR SHALL WORK IN A MANNER THAT ALLOWS EMERGENCY VEHICLES AND RESIDENTS ACCESS DURING CONSTRUCTION. 10. THIS SET OF PLANS APPROVES ONLY PUBLIC IMPROVEMENT WORK. PRIVATE PARCEL WORK SHALL BE SUBMITTED TO CITY BUILDING DEPARTMENT FOR REVIEW AND PERMITTING. 11. THE CONTRACTOR SHALL PERFORM ALL WORK AND INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ANY INCIDENTAL WORK COST SHALL BE INCLUDED IN THE CONTRACT UNIT BID PRICES. 12. ANY INSPECTION BY THE CITY OR PROJECT ENGINEER SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLE PLANS, CODES, REGULATIONS, STANDARDS, AND PROJECT CONTRACT DOCUMENTS. 13. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THE LOCATIONS, DEPTHS, AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER AND FRANCHISE UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITY INFRASTRUCTURE NOT SHOWN ON THE PLANS MAY EXIST WITHIN THE WORK AREA. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. PLAN CHANGES MUST BE APPROVED BY THE PROJECT ENGINEER AND CITY IN ADVANCE OF THE WORK. 14. THE CONTRACTOR SHALL COORDINATE WITH ALL FRANCHISE UTILITIES TO WORK ON AND RELOCATE THEIR RESPECTIVE INFRASTRUCTURE AS REQUIRED. 15. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER OF ANY CONSTRUCTION CAUSED DAMAGE. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION FROM THE UTILITY PROVIDER. 16. SUBSEQUENT SETTLEMENT OR CRACKING OF FINISHED SURFACES IN THE RIGHT-OF-WAY WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED SUBGRADE FAILURE DUE TO A LACK OF COMPACTION AND SHALL BE REPAIRED BY THE CONTRACTOR AT NO CHARGE IN A MANNER ACCEPTABLE TO THE CITY. 17. THE CONTRACTOR SHALL CONTROL PROJECT SITE RIGHT-OF-WAY TRAFFIC IN CONFORMANCE WITH THE LATEST EDITION OF THE “MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”, “OREGON SUPPLEMENTS”, AND CITY REQUIREMENTS. THE CONTRACTOR SHALL HAVE AVAILABLE ON SITE AND USE A CITY APPROVED, PROJECT-SPECIFIC, TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN LOCAL ACCESS FOR LOCAL RESIDENTS. 18. THE CONTRACTOR SHALL AT ALL TIMES, PROTECT SURVEY BENCHMARKS, PROPERTY CORNERS, AND MONUMENTS. IF SUCH POINTS ARE DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, AND IF REQUIRED BY ORS 209, PAY FOR THEIR REPLACEMENT BY A PROFESSIONAL LAND SURVEYOR. 19. THE CONTRACTOR SHALL PRESERVE ALL TEMPORARY SURVEY CONTROL POINTS AND CONSTRUCTION STAKING AS LONG AS THEY ARE NEEDED FOR CONSTRUCTION ACTIVITIES. 20. NO TRENCH, ON-SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE CONTRACTOR IS RESPONSIBLE AND LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT. ALL TRENCHES IN STREET AREAS SHALL BE COVERED WITH STEEL PLATES OR FILLED IN AT NIGHT AND COVERED WITH COLD OR HOT ASPHALT PATCH. 21. CONSTRUCTION CAUSED RIGHT-OF-WAY PAVEMENT DAMAGE SHALL BE TEMPORARILY REPAIRED THE DAY OF THE DAMAGE OR IN A TIME PERIOD AGREED TO BY THE CITY INSPECTOR USING COLD OR HOT ASPHALT MIX. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN REPAIRED AREAS UNTIL THE FINAL REPAIR HAS OCCURRED. 22. IF THE CONTRACTOR ENCOUNTERS GROUND WATER SPRINGS DURING CONSTRUCTION, THEY SHALL IMMEDIATELY CONTACT THE PROJECT ENGINEER TO DISCUSS MEASURES TO ENSURE THAT THE WATER IS NOT CONVEYED THROUGH PROJECT UTILITY TRENCHES. THE NATURAL SPRING FLOW PATH SHALL BE ALTERED AS LITTLE AS PRACTICAL. THE PROJECT ENGINEER SHALL SUBMIT TO THE CITY FOR APPROVAL THE SPRING FINDINGS, IMPACTS AND PROPOSED MITIGATION PROCEDURES. 23. ALL PLAN ARE HORIZONTAL DISTANCES AND SHALL BE CONSIDERED APPROXIMATE. PIPE ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. SANITARY AND STORM PIPELINES SHALL BE INSTALLED ON A STRAIGHT ALIGNMENT AND ON A UNIFORM GRADE BETWEEN STRUCTURES PER PLAN. PIPELINES SHALL BE INSTALLED SUCH THAT THE PIPE BELL IS POSITIONED AT THE UPSTREAM END OF THE PIPE SEGMENT WITH THE PIPE SPIGOT POSITIONED AT THE END OF THE PIPE. 24. CONTRACTOR SHALL CONTROL PROJECT CONSTRUCTION DUST WITHIN THE PROJECT LIMITS AND NOT ALLOW IT TO DRIFT ONTO ADJACENT PROPERTIES. 25. CONTRACTOR SHALL VACUUM UP SAW CUT SLURRY AS IT IS CREATED. 26. CONTRACTOR SHALL RESTORE ALL CONSTRUCTION-DISTURBED AREAS TO MATCH EXISTING SURROUNDING LANDSCAPING UNLESS PLANS SPECIFY OTHERWISE. 27. PRIOR TO CONSTRUCTION, A CERTIFIED ARBORIST SHALL TRIM TREE LIMBS OVERHANGING THE WORK ZONE THAT MAY BE BROKEN BY CONSTRUCTION ACTIVITIES. AFTER PROJECT COMPLETION, A CERTIFIED ARBORIST SHALL TRIM TREE BRANCHES TO A 13.5 FOOT HEIGHT ABOVE STREET AREAS AND A 9 FOOT HEIGHT ABOVE PEDESTRIAN AREAS. CONTRACTOR SHALL CONSULT WITH CITY STAFF TO COORDINATE CITY REVIEW OF ALL TRIMMING ACTIVITIES. 28. THE CONTRACTOR SHALL HAVE EACH MATERIAL SUPPLIER SUBMIT TO THE ENGINEER PROOF THAT ALL MATERIALS ARE TESTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. BY ACCEPTANCE TO CONSTRUCT THE PROJECT, THE CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB SITE OR INCORPORATED INTO THE WORK MEETS OR EXCEEDS THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (ODOT/APWA). ANY MATERIALS NOT CONFORMING TO THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION (ODOT/APWA) SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER OR CITY. 29. PRIOR TO CITY ACCEPTANCE, THE CONTRACTOR SHALL CLEAN THE WORK SITE AND ADJACENT AREAS OF ANY CONSTRUCTION RELATED MATERIALS, DEBRIS, DISCARDED ASPHALTIC CONCRETE MATERIAL OR ITEMS DEPOSITED BY THE CONTRACTOR'S PERSONNEL DURING THE PROJECT CONSTRUCTION. 30. UPON CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL SUBMIT “REDLINE DRAWINGS” TO THE PROJECT ENGINEER. “REDLINE DRAWINGS” DOCUMENT ALL OF THE CONTRACTOR'S DEVIATIONS AND REVISION FROM THE APPROVED PLANS. THEY ALSO DESCRIBE MATERIALS INCORPORATED INTO THE PROJECT. REDLINE DRAWINGS ARE EXPECTED TO BE NEAT AND LEGIBLE AND PROVIDED TO THE ENGINEER OF RECORD AT LEAST 2 WEEKS PRIOR TO REQUIRING AGENCY SIGN OFF ON PERMITS. 31. A COPY OF THE PERMIT WITH ALL ATTACHMENTS AND A COPY OF THE APPROVED CONSTRUCTION PLANS AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS, PROVISIONS, CITY APPROVED CONSTRUCTION PLANS, APPROVED PLAN AMENDMENTS AND THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID ITEMS MUST BE APPROVED BY THE PROJECT ENGINEER AND CITY ENGINEERING IN ADVANCE OF WORK PERFORMANCE. 32. CONSTRUCTION VEHICLES SHALL PARK ON THE CONSTRUCTION SITE. 33. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN THE WORK ZONE OF THIS PLAN SET ALONG WITH THE ACCESS ROADS IN A CLEAN AND SANITARY CONDITION, FREE FROM OBSTRUCTIONS, HAZARDS, DEBRIS, AND TRASH. 34. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL EARTHWORK, TRENCH BACKFILL, ROAD CONSTRUCTION COMPACTION TESTS AND GEOTECHNICAL REVIEWS WITH THE PROJECT GEOTECHNICAL ENGINEER. 35. PUBLIC ROADWAYS SHALL NOT BE CLOSED TO TRAFFIC AT ANY TIME WITHOUT HAVING FIRST A CITY APPROVED TRAFFIC CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES AND SCHOOL DISTRICTS. 36. A TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY PRIOR TO ANY CONSTRUCTION WORK WITHIN THE RIGHT OF WAY. TRAFFIC CONTROL DEVICES, FLAGGING PERSONNEL, ETC., SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION WORK WITHIN THE RIGHT OF WAY. DEVICES SHALL BE EFFECTIVELY MAINTAINED. DEMOLITION NOTES 1. INSTALL EROSION CONTROL MEASURES AND TEMPORARY FENCING PRIOR TO ANY DEMOLITION ACTIVITIES. 2. ALL VEGETATION AND DELETERIOUS MATERIALS WITHIN THE LIMITS OF WORK SHALL BE STRIPPED AND REMOVED FROM THE SITE PRIOR TO GRADING WORK, UNLESS NOTED OTHERWISE (I.E. PROTECTED TREES). 3. PROTECT ALL EXISTING LANDSCAPING AT AND BEYOND LIMITS OF WORK. 4. PROTECT ALL UNDERGROUND UTILITY SERVICES AND CONDUIT UNLESS NOTED OTHERWISE. 5. WHERE APPLICABLE, VERIFY DISCONNECT OF GAS AND ELECTRIC WITH UTILITY. CUT/CAP UTILITY SERVICES (STORMWATER AND SANITARY WITHIN 5 FEET OF EDGE OF R.O.W.) CAP WATERLINE ON OWNER'S SIDE OF METER AND PERFORM OTHER DEMOLITION TASKS AS REQUIRED. ADDITIONAL REMOVALS MAY BE REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE CONTRACTOR SHALL CONFIRM ACCORDINGLY PRIOR TO BID. GRADING CONSTRUCTION NOTES 1. ROUGH GRADING: ROUGH GRADE TO ALLOW FOR DEPTH OF PAVEMENTS, BASE COURSES, AND TOPSOIL PER DETAILS AND SPECIFICATIONS. 2. FINISH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, HARDSCAPE FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. SOFTSCAPE GRADES (INCLUDING ADDITIONAL DEPTH OF TOPSOIL) SHALL BE SET 1-2 INCHES WHERE ABUTTING WALKWAYS OR CURBS, OR MATCHING OTHER SOFTSCAPE GRADES. GRADE TO UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. 3. EXCAVATION: EXCAVATE FOR PAVING AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 4. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE LOCAL AGENCY AND STATE AGENCY REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 5. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE ENGINEER AND/OR GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 6. SITE TOPSOIL STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 7. CONTRACTOR TO REVIEW AND CONFIRM GRADES AT JOIN POINTS, SUCH AS AT DAYLIGHT LIMITS PRIOR TO CONSTRUCTION. 8. ALL PEDESTRIAN PATHWAYS SHALL BE COMPLIANT WITH LOCAL ACCESSIBILITY CODES UNLESS SPECIFICALLY DESIGNATED OTHERWISE. UTILITY CONSTRUCTION NOTES 1. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 2. NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. 3. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. 4. IF APPLICABLE, CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER. SEE LANDSCAPE PLANS AND SPECIFICATIONS. 5. CONTRACTOR TO MAINTAIN MINIMUM 3 FEET OF COVER OVER ALL UTILITY PIPING AND CONDUITS, UNLESS NOTED OTHERWISE. 6. SEE CITY OF WOODBURN DETAIL NO. 3800-1 FOR TRENCHING REQUIREMENTS. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE TO VERIFY THE LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 7. PRODUCT MATERIAL SUBMITTALS FOR REVIEW BY THE ENGINEER SHALL BE ACCOMPANIED BY A MANUFACTURER'S CERTIFICATION THAT THE PRODUCT IS CAPABLE OF MEETING PERFORMANCE EXPECTATIONS (I.E. - WATERTIGHT, MINIMUM/MAXIMUM BURIAL, PREVENTION OF GROUNDWATER INTRUSION, ETC.) BASED ON THEIR REVIEW OF THE PROJECT PLANS. IN THE ABSENCE OF A MANUFACTURER'S CERTIFICATION, THE GENERAL CONTRACTOR'S REVIEW STAMP SHALL CONSTITUTE THAT THEY HAVE PERFORMED THE NECESSARY REVIEW TO CERTIFY THE PRODUCT'S CONFORMANCE TO PROJECT SPECIFICATIONS AND GENERAL EXPECTATIONS. 8. CONTRACTOR SHALL FLUSH AND CLEAN DEBRIS FROM PIPE AND MANHOLES, THEN MANDREL PVC MAINS. 9. WHEN TRENCH CONSTRUCTION IS LOCATED THROUGH AN EXISTING ASPHALT PAVED SURFACE, CONTRACTOR SHALL INSTALL HOT ASPHALT CEMENT OR TEMPORARY COLD MIX ON TRENCH SURFACE PRIOR TO OPENING THE WORK ZONE TO PUBLIC VEHICULAR ACCESS EACH DAY. 10. ALL WATER, STORM DRAIN, AND PUBLIC SEWER MAIN PIPES ARE REQUIRED TO HAVE TRACER WIRES, INCLUDING DUCTILE IRON PIPES AND SERVICES TO AND FROM MAIN TO PROPERTY LINES. WATER NOTES 1. ALL WATERLINE WORK AND MATERIALS SHALL CONFORM TO THE OREGON STATE HEALTH DIVISION ADMINISTRATIVE RULES AND AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS AND CITY OF WOODBURN TECHNICAL SPECIFICATIONS AND TESTING REQUIREMENTS. 2. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING PUBLIC MAINS. 3. ALL WATER MAINS SHALL BE CLASS 52 DUCTILE IRON PIPE. ALL FITTINGS 4 INCHES THROUGH 24 INCHES IN DIAMETER SHALL BE DUCTILE IRON FITTINGS IN CONFORMANCE WITH AWWA C-153 OR AWWA C-110. THE MINIMUM WORKING PRESSURE FOR ALL MJ CAST IRON OR DUCTILE IRON FITTINGS 4 INCHES THROUGH 24 INCHES IN DIAMETER SHALL BE 350 PSI FOR MJ FITTINGS AND 250 PSI FOR FLANGED FITTINGS. 4. UNLESS OTHERWISE APPROVED BY CITY ENGINEER, ALL VALVES SHALL BE FLANGE CONNECTED TO ADJACENT TEES OR CROSSES. ALL OTHER FITTINGS SHALL BE MECHANICAL JOINTS. 5. WATER SERVICE PIPE ON THE PUBLIC SIDE OF THE METER SHALL BE TYPE K SOFT COPPER TUBING CONFORMING TO ASTM B-88. 6. DOMESTIC AND FIRE BACKFLOW PREVENTION DEVICES AND VAULTS SHALL CONFORM TO REQUIREMENTS OF PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. 7. CONTRACTOR SHALL INSTALL TEMPORARY PLUG AND BLOWOFF AS REQUIRED AT THE END OF WATERLINE OR OTHER LOCATIONS FOR FLUSHING, TESTING, AND CHLORINATION AS NEEDED. 8. THE WORK SHALL BE PERFORMED IN A MANNER DESIGNATED TO MAINTAIN WATER SERVICE TO BUILDINGS SUPPLIED FROM THE EXISTING WATERLINES. IN NO CASE SHALL SERVICE TO ANY MAIN LINE OR BUILDING BE INTERRUPTED FOR MORE THAN FOUR HOURS IN ANYONE DAY. CONTRACTOR SHALL NOTIFY THE CITY AND ALL AFFECTED RESIDENTS AND BUSINESS A MINIMUM OF 24 BUSINESS HOURS (ONE BUSINESS DAY) PRIOR TO ANY INTERRUPTION OF SERVICE. 9. SANITARY SEWER LATERAL CROSSINGS. WHERE SANITARY SEWER LINES CROSS ABOVE OR WITH 18-INCHES VERTICAL SEPARATION BELOW A WATER LINE, SEWER MAINS AND/OR LATERAL SHALL BE REPLACED WITH C-900 PVC (DR18) PIPE AT THE CROSSING. CENTER ONE FULL LENGTH (20') OF PVC PIPE CONFORMING TO AWWA C-900 (DR18) AT THE CROSSING. CONNECT TO THE EXISTING SEWER LINES WITH APPROVED RUBBER COUPLINGS. 10. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 48 INCHES OF COVER TO FINISH GRADE. BACKFILL MUST BE COMPACTED TO A DENSITY OF 92% IN IMPROVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED NON-STRUCTURAL FILL AREAS IS 90% COMPACTION IS TO BE PER AASHTO T-180. 11. ALL TEES, BENDS AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH MECHANICAL JOINTS (MEGALUG SERES 1100), OR APPROVED EQUAL. USE FIELD LOCK GASKETS IN ALL PUSH-ON PIPE JOINTS. 12. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED AND CHLORINATED. POTABLE WATER TEST SHALL BE APPROVED BY THE OREGON STATE HEALTH DEPARTMENT AND CITY OF WOODBURN PRIOR TO ANY METERED SERVICE HOOKUP. CONTRACTOR SHALL INSTALL TEMPORARY PLUG AND BLOWOFF AS REQUIRED AT THE END OF WATERLINE FOR FLUSHING, TESTING AND CHLORINATION. WATER LINES SHALL BE PRESSURE TESTED PER AWWA C-600 AS LISTED BY AWWA. WATER LINE DISINFECTION SHALL CONFORM TO AWWA C-601 AND CITY OF WOODBURN REQUIREMENTS. 13. PROVIDE TRACE WIRE FOR ALL MAINS. ALL WATER MAINS SHALL BE RESTRAINED MECHANICAL JOINTS, FIELD-LOCK GASKETS AND THRUST BLOCKS AS SPECIFIED. ALL FITTINGS SHALL BE RESTRAINED. STORM DRAIN NOTES 1. MANDREL TESTING. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE STORM DRAIN PIPES (I.E. HDPE, PVC, ETC.) BY PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE INITIAL PIPE DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH BACKFILLING AND COMPACTION HAS BEEN COMPLETED. 2. CLEANING. PRIOR TO MANDREL TESTING OR FINAL ACCEPTANCE, FLUSH AND CLEAN ALL DRAINS, AND REMOVE ALL FOREIGN MATERIAL FROM THE MAINLINES, MANHOLES AND CATCH BASINS. 3. STORM DRAIN PIPE SHALL BE AS SHOWN ON THE PLANS. 4. CONCRETE AND PVC PIPE SHALL BE LAID WITH RUBBER RING JOINTS. ALL STORMPIPE JOINTS SHALL BE WATERTIGHT REGARDLESS OF SPECIFIED OR SELECTED MATERIAL. 5. MINIMUM COVER ON STORM LINES IS 36" FROM THE TOP OF THE PIPE TO FINISH GRADE. BACKFILL MUST BE COMPACTED TO A DENSITY OF 92% IN IMPROVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREAS IS 90% COMPACTION IS TO BE PER AASHTO T-180. LINES WITH LESS THAN 36" COVER SHALL BE REINFORCED CONCRETE. WHEN INSTALLED IN TRAFFIC AREAS PROVIDE A CONCRETE CAP. 6. THE LOCATION AND/OR STATIONING AND THE DEPTH FROM THE INVERT FROM THE TOP OF CURB TO THE INVERT ELEVATION OF ALL STORM DRAIN LATERAL SHALL BE RECORDED BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER. 7. TV INSPECTIONS REPORT SHALL BE SUBMITTED AND RECORDED USING THE LATEST VERSION OF NASSCO'S PACP/MACP. 8. ALL SEWER MANHOLES SHALL BE SEALED AND LEAK TESTED. SEE ADDITIONAL NOTES ON SHEET R0.11 SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R0.10 GENERAL NOTES TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- [PHONE REDACTED] QWEST CITY WATER NW NATURAL GAS [PHONE REDACTED] PGE [PHONE REDACTED] NOTICE TO EXCAVATORS: 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). [PHONE REDACTED] Dig Safely. EMERGENCY TELEPHONE NUMBERS Call the Oregon One-Call Center DIAL 811 or 1-[PHONE REDACTED] VERIZON [PHONE REDACTED] POTENTIAL UNDERGROUND FACILITY OWNERS EXISTING PROPOSED RIGHT-OF-WAY LINE BOUNDARY LINE CENTERLINE PROPERTY LINE CURB WETLAND BOUNDARY EDGE OF PAVEMENT EASEMENT FENCE LINE GRAVEL EDGE POWER LINE OVERHEAD WIRE TRAFFIC SIGNAL WIRE TELEPHONE LINE TELEVISION LINE GAS LINE STORM SEWER LINE SANITARY SEWER LINE WATER LINE TOE OF SLOPE FROM CURB TREE CONTROL MANHOLE FIRE DEPARTMENT CONNECTION FIRE HYDRANT IRRIGATION VALVE WATER METER WATER VALVE BACKFLOW PREVENTOR WATER VAULT STORM/SANITARY MANHOLE STORM SEWER CATCH BASIN GAS VALVE GAS METER SIGN MAIL BOX FOUND SURVEY MONUMENT GUY WIRE ANCHOR UTILITY POLE POWER VAULT POWER JUNCTION BOX POWER TRANSFORMER LIGHT POLE TELEPHONE/TELEVISION VAULT SIGNAL JUNCTION BOX ADA COMPLIANT CURB RAMP SLOPE ARROW SLOPE ARROW FULL DEPTH ASPHALT PAVEMENT ASPHALT OVERLAY W M TFR SGB T EB S P WAT D PWR OHW TEL GAS STM SAN WAT X X GV FDC WTB TS TV WDC WV GM MB LEGEND ABBREVIATIONS CENTER LINE PROPERTY LINE AC ASPHALT CONCRETE BC BOTTOM OF CURB ELEVATION BCR BEGIN CURB RETURN BW BACK OF WALK ELEVATION CB CATCH BASIN CI CAST IRON CO CLEANOUT CLR CLEAR CVR COVER DI DUCTILE IRON DW DOMESTIC WATER ECR END CURB RETURN EG EXISTING GRADE ELEVATION ELEV ELEVATION EP EDGE OF PAVEMENT ESC EROSION/SEDIMENT CONTROL EW EACH WAY EX EXISTING FG FINISHED GRADE ELEVATION FH FIRE HYDRANT FL FLOWLINE ELEVATION GUTT GUTTER LINE GB GRADE BREAK IE INVERT ELEVATION LT LEFT ME MATCH EXISTING ELEVATION MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER ODOT OREGON DEPARTMENT OF TRANSPORTATION OSHA OREGON STATE HEALTH AUTHORITY PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PR PROPOSED PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY RIM RIM ELEVATION R.O.W. RIGHT OF WAY RT RIGHT SS SANITARY SEWER STA STATION SW SIDEWALK TC TOP OF CURB ELEVATION TYP TYPICAL SEWER MAIN NOTES 1. UNLESS OTHERWISE SHOWN, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM D-3034, SDR 35. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY SPECIFICATIONS AND STANDARD DRAWINGS. 2. ALL PRECAST MANHOLES SHALL BE PROVIDED WITH INTEGRAL RUBBER BOOTS. WHERE MANHOLES WITH INTERNAL RUBBER BOOTS ARE NOT USED, A FLEXIBLE JOINT SHALL BE PROVIDED ON ALL MAINLINES WITHIN 1.5 FEET OF THE OUTSIDE FACE OF THE MANHOLE. LOCKDOWN LIDS REQUIRED ON ALL MANHOLES OUTSIDE OF PUBLIC RIGHT-OF-WAY. 3. OPENINGS FOR CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY SAWCUTTING OR CORE-DRILLING EXISTING MANHOLE STRUCTURES. USE OF PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED. CONNECTIONS TO BE WATERTIGHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND THROUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT DAMAGE OR CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE EXISTING OPENINGS IF AUTHORIZED BY CITY ENGINEER. 4. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE. LEAKAGE TESTS SHALL INCLUDE AN AIR TEST OF ALL SEWER MAINS AND LATERALS AND VACUUM TESTING OF THE MANHOLES IN ACCORDANCE WITH CITY OF WOODBURN PROCEDURES. 5. CLEANING. PRIOR TO MANDREL TESTING AND/OR TV INSPECTION, FLUSH AND CLEAN ALL SEWERS OF ALL FOREIGN MATERIAL FROM THE MAINLINES AND MANHOLES. 6. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE SANITARY SEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE INITIAL PIPE DIAMETER. TEST SHALL BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH BACKFILLING AND COMPACTION HAS BEEN COMPLETED. 7. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING, AND REPAIR, THE CONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES IN ACCORDANCE WITH APWA 303.3.11. THE TV INSPECTION SHALL BE CONDUCTED BY AN APPROVED TECHNICAL SERVICE WHICH IS EQUIPPED TO MAKE AUDIOVISUAL RECORDING OF THE TV INSPECTIONS ON CD. UNLESS OTHERWISE REQUIRED BY AGENCY WITH JURISDICTION, A STANDARD 1" DIAMETER BALL SHALL BE SUSPENDED IN FRONT OF THE CAMERA DURING THE INSPECTION. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE CD AND WRITTEN REPORT SHALL BE DELIVERED TO THE CITY. TB REPORT SHALL BE DONE BY AN APPROVED CITY OF WOODBURN PROGRAM. CONTACT CITY OF WOODBURN FOR APPROVED PROGRAM PRIOR TO TV INSPECTION. 8. SANITARY SEWER TV REPORTS SHALL BE RECORD VIDEO INSPECTION USING THE LATEST VERSION OF NASSCO'S PACP/MACP. FURNISH RECORDINGS ON NASSCO PACP/MACP PROGRAM AND INVENTORY SHEETS ON CD INCLUDING A TEST FILE TO INDICATE THE PROJECT NUMBER AND NAME, DATE OF INSPECTION, PIPE SEGMENT NUMBER, CONTRACTOR'S NAME AND WHETHER IT IS A PRE-CONSTRUCTION OR POST-CONSTRUCTION VIDEO, FILENAMES, AND DESCRIPTION OF THE FILE CONTENTS. 9. MINIMUM COVER ON PUBLIC SANITARY SEWER LINES IS 36" FROM THE TOP OF THE PIPE TO FINISH GRADE. BACKFILL MUST BE COMPACTED TO A DENSITY OF 92% IN IMPROVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREAS IS 90% COMPACTION IS TO BE PER AASHTO T-180. MAXIMUM COMPACTION TEST SPACING OVER PUBLIC SANITARY LINES IS 150'. 10. ALL SANITARY SERVICE LATERAL CONNECTIONS AT THE MAIN ARE TO BE TEES UNLESS OTHERWISE NOTED. 11. MAINTAIN MINIMUM 10 FOOT HORIZONTAL CLEAR DISTANCE BETWEEN WATER AND SANITARY SEWER LINES EXCEPT AT CROSSING. VERTICAL SEPARATION SHALL BE A MINIMUM OF 18 INCHES CLEAR DISTANCE WHERE WATER LINES CROSS OVER SANITARY SEWER LINES. PVC C-900 PIPE SHALL BE USED (FOR SEWER) 10 FEET ON EITHER SIDE OF THE CROSSING WHEN THE CLEAR DISTANCE BETWEEN THE WATER LINE AND SANITARY SEWER LINE IS LESS THAN 18 INCHES. PRIVATE UTILITY NOTES: 1. ALL NEW PRIVATE UTILITIES (POWER, CABLE, TV, TELEPHONE, GAS) SHALL BE INSTALLED UNDERGROUND. INSTALLATION OF PRIVATE UTILITIES IN A COMMON TRENCH WITH WATER, SANITARY SEWER, OR STORM SEWER IS PROHIBITED. 2. CONTRACTOR OR DEVELOPER SHALL COORDINATE WITH POWER, TELEPHONE, TV (CABLE) COMPANIES, GAS FOR DESIGN AND INSTALLATION FOR THEIR FACILITIES. TRENCHING AND CONDUITS SHALL BE INSTALLED PER UTILITY COMPANY REQUIREMENTS WITH PULL WIRE. CONTRACTOR SHALL VERIFY WITH UTILITY COMPANY FOR SIZE AND TYPE OF CONDUIT PRIOR TO CONSTRUCTION. ALL CHANGES IN DIRECTION OF UTILITY CONDUITS RUNS SHALL BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 3. CONTRACTOR/DEVELOPER SHALL NOTIFY AND COORDINATE WITH PRIVATE UTILITIES FOR RELOCATION OF POWER POLES, VAULTS, VALVES, ETC. STREET CONSTRUCTION NOTES: 1. THE EXACT LOCATION OF ASPHALT SAW CUT LINES AND PAVEMENT RESTORATION LIMITS SHALL BE FIELD DETERMINED BY THE CITY INSPECTOR. 2. AGGREGATE TRENCH AND STREET COMPACTION SHALL BE 95% OR BETTER OF ASTM D-1557 (MODIFIED PROCTOR AASHTO T-180). 3. GALVANIZED STREET SIGN POSTS SHALL BE 2 3/8 INCH O.D. (0.065 WALL THICKNESS) SQUARE, PERFORATED STEEL BREAKAWAY POSTS. BURY POST DEPTH OF 2 FEET MINIMUM. 4. INSTALL WET SET, YELLOW TRUNCATED DOMES 2 FOOT LONG BY FULL RAMP WIDTH. COVER INSTALLED PANELS IN PROTECTIVE PLASTIC UNTIL FINAL INSPECTION. SELECT TRUNCATED DOMES FROM ODOT QUALIFIED PRODUCT LIST (QPL). 5. ASPHALT PAVEMENT DENSITY TESTING SHALL BE TAKEN 1 TEST FOR EVERY 100 CONSECUTIVE TONS OF MIX. CITY INSPECTOR WILL DETERMINE TESTING AMOUNT ON PROJECTS WITH LESS THAN 100 TONS OF MIX. EACH TEST SHALL CONSIST OF A SERIES OF TWO READINGS. FOR A SPECIFIED LIFT THICKNESS OF 1½ INCH OR GREATER, THE MIXTURE SHALL BE COMPACTED TO AT LEAST 91 PERCENT OF THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BY ODOT TM 306C. 6. TO PROTECT TREE WELLS AND LANDSCAPE AREAS IN PARKING AREAS, INSTALL 6"x6" BROWN, PRESSURE TREATED LANDSCAPE TIMBERS SET 4" ABOVE SURROUNDING FINISH GRADE. PIN TIMBERS TO GROUND WITH # 8 RE-BAR 18" MINIMUM LENGTH, ON 2' CENTERS. TIMBERS SHALL BE CONNECTED TO EACH OTHER WITH LAP JOINTS. 7. FRANCHISE UTILITY CONDUIT CROSSINGS SHALL BE ELECTRICAL GRADE SCHEDULE 40 PVC OR AS SPECIFIED BY THE APPLICABLE FRANCHISE CARRIER. THE CONDUIT SHALL BE EXTENDED 10' PAST RIGHT-OF-WAY LINES OR PUBLIC UTILITY EASEMENTS AND HAVE A MINIMUM COVER OF 36”. 8. IN ADDITION TO THE REQUIRED COMPACTION TESTING, THE CITY REQUIRES A PROOF ROLL USING A FULLY LOADED 10-YARD DUMP TRUCK TO VERIFY SUBGRADE COMPACTION, BASE ROCK COMPACTION AND LEVELING ROCK COMPACTION. 9. SOFT SUBGRADE MATERIAL FOUND IN THE STREET TYPICAL CONSTRUCTION SECTION, SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 3/4" MINUS AGGREGATE. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR AASHTO T-180 (ASTM D-1557). 10. CONTRACTOR SHALL CONSTRUCT WHEELCHAIR RAMPS AND CONNECTION RAMPS TO BE ADA COMPLIANT. ADA COMPLIANT RAMP SLOPES GOVERN OVER SPOT RAMP ELEVATIONS. 11. ALL RIGHT-OF-WAY CONCRETE SIDEWALKS SHALL BE STANDARD CONCRETE COLOR. 12. SIDEWALK PEDESTRIAN ZONE SHALL BE KEPT CLEAR OF TRIP HAZARDS SUCH AS CLEANOUT BOXES, WATER METER BOXES, FRANCHISE UTILITY BOXES, STREET FURNITURE, STREET LIGHTS, ETC. 13. ALL NEW OR REPLACED ROADWAY STRIPING OR MARKINGS SHALL BE METHYL METHACRYLATE AND MATCH THE COLOR AND WIDTH OF THE DISTURBED STRIPING/MARKINGS OR AS SPECIFIED ON PLANS. 14. CONTRACTOR SHALL AS-BUILT ANY EXISTING ROADWAY STRIPING TO BE REPLACED PRIOR TO CONSTRUCTION AND FURNISH COPIES TO BOTH THE ENGINEER AND THE CITY TRAFFIC ENGINEER. AFTER CONSTRUCTION, ALL STRIPING SHALL BE REPLACED PER THE AS-BUILT AND NOTE 14 ABOVE. 15. STATIONING AND OFFSETS OF THE STREET TREES SHOWN ON PLANS ARE TO THE CENTER OF THE TRUNK. 16. ALL PEDESTRIAN AREAS (INCLUDING SIDEWALKS AND ADA WHEELCHAIR RAMPS) SHALL COMPLY WITH CURRENT ADA REQUIREMENTS AT TIME OF CONSTRUCTION. EROSION AND SEDIMENT CONTROL CONSTRUCTION NOTES 1. EROSION AND SEDIMENT CONTROL SHALL ADHERE TO THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) APPROVED 1200-C PERMIT AND PLANS. 2. NO WORK SHALL OCCUR WITHIN WETLAND BOUNDARIES. ENGINEER OF RECORD CONSTRUCTION INSPECTION NOTES: 1. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR A PRE-CONSTRUCTION MEETING WITH ALL APPLICABLE PARTIES AT LEAST ONE WEEK PRIOR TO THE SCHEDULED START OF CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE AUTHORITIES HAVING JURISDICTION (AHJ) WITH REGARD TO REQUIRED INSPECTIONS AND TESTING REPORTS. CONTRACTOR SHALL FURNISH ALL REQUIRED INSPECTION AND TESTING REPORTS TO THE ENGINEER OF RECORD AND KEEP A CLEAN RECORD OF THESE DOCUMENTS TO BE PROVIDED TO THE CITY AT PROJECT CLOSE-OUT. 3. THE CONTRACTOR SHALL PUBLISH A DETAILED SCHEDULE OF CONSTRUCTION ACTIVITIES SUCH THAT THE ENGINEER OF RECORD CAN DETERMINE A SCHEDULE OF INSPECTION OBSERVATIONS UPON WHICH THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WITH THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE REQUIRED INSPECTION OBSERVATION. 4. ENGINEER OF RECORD IS RESPONSIBLE FOR DIRECTLY COORDINATING CONSTRUCTION SCHEDULES WITH THE CITY'S ENGINEERING DIVISION SUCH THAT THE CITY'S INSPECTOR CAN BE PRESENT FOR INSPECTIONS THAT REQUIRE THE CITY TO BE PRESENT. THE ENGINEER OF RECORD WILL RELY ON THE DETAILED SCHEDULE OF CONSTRUCTION ACTIVITIES PROVIDE BY THE CONTRACTOR. ANY UPDATES TO THE SCHEDULE MUST BE PROVIDED TO THE ENGINEER OF RECORD AT LEAST 48 HOURS PRIOR TO THE REQUIRED CITY INSPECTION. STREET LIGHTING NOTES: 1. STREET LIGHTING SHALL COMPLY WITH CITY AND PGE REQUIREMENTS UNDER PGE'S OPTION B FOR STREETLIGHTS INSTALLATION. 2. STREET LIGHTING TO INCLUDE ALL CONDUIT, WIRING. CONTROLLER ETC. REQUIRED FOR PUBLIC STREET LIGHTING SYSTEM. STREET IRRIGATION NOTES: 1. ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. TIE INTO A SEPARATE SUBMETER FOR THE PUBLIC IMPROVEMENTS SYSTEM. IN THE FUTURE THE ONSITE SYSTEM WILL BE CONTINUED VIA A SEPARATE STUB OR SUBMETER. 2. CONTRACTOR SHALL ESTABLISH MINIMUM PRESSURE AND MAXIMUM DEMAND REQUIREMENTS FOR IRRIGATION SYSTEM DESIGN. PROVIDE INFORMATION IN AN IRRIGATION SCHEDULE. 3. IRRIGATION SYSTEM AS DESIGNED AND INSTALLED SHALL PERFORM WITHIN THE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED MANUFACTURERS. 4. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURER'S SPECIFIED MINIMUM OPERATING PRESSURE TO FARTHEST EMITTER FROM WATER METER. 5. SYSTEM SHALL PROVIDE HEAD TO HEAD COVERAGE WITHOUT OVERSPRAY ONTO SIDEWALKS, PARKING AREAS, OR OTHER NON-VEGETATED SURFACES. 6. ALL IRRIGATION PIPE MATERIAL AND INSTALLATION SHALL CONFORM TO APPLICABLE CODE FOR PIPING AND COMPONENT REQUIREMENTS. 7. PROVIDE SLEEVING AT ALL AREAS WHERE PIPE TRAVELS UNDER CONCRETE OR HARD SURFACING. 8. VALVES SHALL BE WIRED AND INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND CONNECTED TO THE IRRIGATION CONTROLLER. 9. REFER TO CIVIL DETAILS AND DETAILS ON R5.14 FOR POINT OF CONNECTION AND BACKFLOW PREVENTION INFORMATION. 10. MAINLINE LAYOUT IS DIAGRAMMATIC ONLY. 11. CONTROLLER TO BE MOUNTED WITHIN LOCKING METAL PEDESTAL. GENERAL CONTRACTOR TO COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE. 12. ZONE THE FOLLOWING AREAS SEPARATELY: STORMWATER AREAS, PERMANENT LANDSCAPE AREAS, AND TREES. 13. QUICK COUPLERS TO BE PLACED EVERY 200 LINEAR FEET MAX. 14. IRRIGATION SHALL BE WINTERIZED THROUGH LOW PRESSURE, HIGH VOLUME AIR BLOWOUT CONNECTION THROUGH QUICK COUPLER. 15. THE SYSTEM SHALL BE GRAVITY DRAINED. THE CONTRACTOR SHALL PROVIDE APPROPRIATE MANUAL DRAINS AT LOW POINTS. STREET PLANTING NOTES: 1. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY STOCK, WELL BRANCHED AND ROOTED, FULL FOLIAGE, FREE FROM INSECTS, DISEASES, WEEDS, WEED ROT, INJURIES AND DEFECTS WITH NO LESS THAN MINIMUMS SPECIFIED IN AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004. 2. TREES SHALL BE TALL ENOUGH TO BE LIMBED UP TO AT LEAST 8 FT ABOVE DRIVE SURFACE GRADE WHILE MAINTAINING ENOUGH BRANCHES TO SUPPORT HEALTHY GROWTH. 3. DO NOT PLANT TREES ABOVE WATERLINES, UTILITIES, OR OTHER UNDERGROUND PIPING. 4. REPLACE, REPAIR AND RESTORE DISTURBED LANDSCAPE AREAS DUE TO GRADING, TRENCHING OR OTHER REASONS TO PRE-CONSTRUCTION CONDITION AND PROVIDE MATERIAL APPROVED BY THE OWNER AND OWNER'S REPRESENTATIVE. 5. EXISTING AREAS PROPOSED FOR NEW PLANT MATERIAL SHALL BE CLEARED AND LEGALLY DISPOSED UNLESS SO NOTED. 6. A SOILS ANALYSIS, BY AN INDEPENDENT SOILS TESTING LABORATORY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE, SHALL BE USED TO RECOMMEND AN APPROPRIATE PLANTING SOIL AND/OR SPECIFIED SOIL AMENDMENTS. 7. TOPSOIL SHALL BE AMENDED AS RECOMMENDED BY AN INDEPENDENT SOILS TESTING LABORATORY AND AS OUTLINED IN THE SPECIFICATION. 8. ALL TREE RINGS AREAS SHALL BE 3-FT DIAMETER AND COVERED BY A LAYER OF ORGANIC MULCH TO A MINIMUM DEPTH OF 2-INCHES. ALL OTHER LANDSCAPE AREA WITHIN THE PLANTING STRIP SHALL BE SEEDED WITH GRASS MIX. 9. SEED MIX FOR LAWN: NW SUPREME LAWN MIX BY SUNMARK SEEDS OR APPROVED EQUAL. RATE PER MANUFACTURERS RECOMMENDATIONS. 10. COORDINATE TIMING OF STORMWATER FACILITY INSTALLATION TO ALLOW FOR SEED TO ESTABLISH PRIOR TO FACILITY INUNDATION. PROVIDE PUMP AS NECESSARY UNTIL VEGETATION IS ESTABLISHED. 11. SEED MIX FOR STORMWATER FACILITY: CWS LOW GROW SWALE BY PROTIME SEEDS OR APPROVED EQUAL. RATE PER MANUFACTURERS RECOMMENDATIONS. SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.11.DWG:R0.11 TP 12/07/22 08:06 1:0.08 R0.11 GENERAL NOTES (CONTINUED) AND LEGEND TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- ℄ 74' 31' 2.0% 1' 6' SIDEWALK DETAIL 4150-8/R5.11 6' LANDSCAPE AREA 24' 6' 1.5% EXISTING EAST PROPERTY LINE 8' P.U.E. NOTE: REFER TO WEISZ GEOTECHNICAL REPORT BY NV5, DATED MAY 11, 2022 FOR ADDITIONAL INFORMATION PAVEMENT: 2" OF LEVEL 3, 1/2" DENSE ACP (SURFACE COURSE) OVER 6.5" OF LEVEL 3, 1/2" DENSE ACP (BASE COURSE, TWO EQUAL LIFTS) WEST R.O.W. INSTALL 15" SANITARY LINE INSTALL 12" STORM LINE EXISTING 18" WATER LINE EXISTING GAS LINE CURB AND GUTTER, DETAIL 4100-1/R5.10 ULTIMATE EAST R.O.W. 14" THICK OF 1"-MINUS CRUSHED AGGREGATE BASE COURSE COMPACTED APPROVED SUBGRADE SUBGRADE GEOTEXTILE INSTALL PGE CONDUIT AS REQUIRED BY PGE 1' FROM BACK OF EASEMENT TYPE C CURB DETAIL 4100-2/R5.10 ℄ 74' VARIES 31' - 8' 2.0% 2.0% 1' 6' SIDEWALK DETAIL 4150-8/R5.11 6' LANDSCAPE AREA 24' VARIES 6' - 29' 1.5% EXISTING EAST PROPERTY LINE PAVED AREA VARIES 0' - 24' 8' P.U.E. NOTE: REFER TO WEISZ GEOTECHNICAL REPORT BY NV5, DATED MAY 11, 2022 FOR ADDITIONAL INFORMATION PAVEMENT: 2" OF LEVEL 3, 1/2" DENSE ACP (SURFACE COURSE) OVER 6.5" OF LEVEL 3, 1/2" DENSE ACP (BASE COURSE, TWO EQUAL LIFTS) WEST R.O.W. INSTALL 15" SANITARY LINE INSTALL 18" STORM LINE EXISTING 18" WATER LINE EXISTING GAS LINE CURB AND GUTTER, 4100-1/R5.10 TYPE C CURB DETAIL 4100-2/R5.10 ULTIMATE EAST R.O.W. COMPACTED APPROVED SUBGRADE SUBGRADE GEOTEXTILE 14" THICK OF 1"-MINUS CRUSHED AGGREGATE BASE COURSE INSTALL PGE CONDUIT AS REQUIRED BY PGE 1' FROM BACK OF EASEMENT SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.12.DWG:3042 TP 12/07/22 08:06 1:5.00 R0.12 ROADWAY SECTION DETAILS- EVERGREEN RD TP RJH REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN RD - PROPOSED STA = START TO 15+59.5 1 R0.12 EVERGREEN RD - PROPOSED STA =15+59.5 TO 18+78.04 2 R0.12 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- ℄ 74' LANDSCAPE AREA VARIES 5.5' - 12.68' 2.0% WEST R.O.W. INSTALL 15" SANITARY LINE INSTALL 18" STORM LINE 2.0% 1' 6' SIDEWALK DETAIL 4150-8/R5.11 6' LANDSCAPE AREA 24' 24' EXISTING 18" WATER LINE EXISTING GAS LINE CURB AND GUTTER, DETAIL 4100-1/R5.10 1.5% EXISTING EAST PROPERTY LINE CURB AND GUTTER DETAIL 4100-1/R5.10 COMPACTED APPROVED SUBGRADE 8' P.U.E. SUBGRADE GEOTEXTILE PAVEMENT: 2" OF LEVEL 3, 1/2" DENSE ACP (SURFACE COURSE) OVER 6.5" OF LEVEL 3, 1/2" DENSE ACP (BASE COURSE, TWO EQUAL LIFTS) 14" THICK OF 1"-MINUS CRUSHED AGGREGATE BASE COURSE NOTE: REFER TO WEISZ GEOTECHNICAL REPORT BY NV5, DATED MAY 11, 2022 FOR ADDITIONAL INFORMATION INSTALL PGE CONDUIT AS REQUIRED BY PGE 1' FROM BACK OF EASEMENT SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.13.DWG:3042 TP 12/07/22 08:06 1:5.00 R0.13 ROADWAY SECTION DETAILS- EVERGREEN RD TP RJH REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN RD - PROPOSED STA =18+78.04 TO END 1 R0.13 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- ℄ 32' 2.0% 22' 6' PROPOSED R.O.W. 1.5% 5' 1' 3:1 MAX. 3' 2:1 MAX. SLOPE EASEMENT 8' P.U.E. NOTE: REFER TO WEISZ GEOTECHNICAL REPORT BY NV5, DATED MAY 11, 2022 FOR ADDITIONAL INFORMATION PAVEMENT: 2" OF LEVEL 3, 1/2" DENSE ACP (SURFACE COURSE) OVER 5" OF LEVEL 3, 1/2" DENSE ACP (BASE COURSE, ONE 3" LIFT, SECOND COURSE, ONE 2" LIFT) EXISTING SOUTH PROPERTY LINE CURB AND GUTTER, DETAIL 4100-1/R5.10 EXISTING GRADE 15" THICK OF 1"-MINUS CRUSHED AGGREGATE BASE COURSE COMPACTED APPROVED SUBGRADE MATCH PROPOSED SITE GRADES EXISTING GRADE INSTALL 12" WATER LINE INSTALL 12" STORM LINE INSTALL 12" SANITARY LINE SUBGRADE GEOTEXTILE SUBGRADE GEOTEXTILE 16' INSTALL PGE CONDUIT AS REQUIRED BY PGE 1' FROM BACK OF EASEMENT PUBLIC UTILITY EASEMENT TYPE C CURB DETAIL 4100-2/R5.10 15' TEMPORARY CONSTRUCTION EASEMENT SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R0.14.DWG:R0.14 TP 12/07/22 08:06 1:5.00 R0.14 ROADWAY SECTION DETAIL - INDUSTRIAL RD TP RJH REVISION SCHEDULE Issued As Delta Issue Date DETAIL NOT USED STA =START TO 50+63.32 1 R0.14 INDUSTRIAL RD - PROPOSED STA =29+97 TO END 2 R0.14 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 5 8+00 9+00 10+00 11+00 12+00 41+00 42+00 43+00 44+00 44+48 EVERGREEN RD PARR ROAD INDUSTRIAL RD PARR ROAD R=40' R=40' 6' 12' 12' 12' 6' 5' 12' 12' 12' 5' 6' 12' 12' 12' 12' 12' 12' 6' R=150' R=50' R=62' R=100' R=500' REVISION SCHEDULE Issued As Delta Issue Date *222008500* C:\TEMP\ACPUBLISH_3692\085-R0.20.DWG:R0.20 TP 12/07/22 14:09 1:20 R0.20 PARR RD AND EVERGREEN RD INTERSECTION ULTIMATE PLAN (FUTURE) TP RJH SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PARR RD AND EVERGREEN RD INTERSECTION ULTIMATE PLAN 1 R0.20 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- N2°16'01"E 541.50' 9+00 10+00 11+00 12+ 9+00 10+00 11+00 12+ 42+00 43+00 < < < V STRM MH 05 STA=10+71.19 (33.09' LT) SEE DETAIL 7500-1/R5.13 24' SIDEWALK, SEE DETAIL 4150-8/R5.11 PROPOSED EXISTING R.O.W. EXISTING PROPERTY LINE EXISTING 18" WATER LINE EXISTING GAS LINE START OF PROPOSED CURB AT STA. 10+32.36 SEE DETAIL 4100-2/R5.10 RELOCATE EXISTING POWER POLE BY PGE, COORDINATE WITH PGE PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PT STA=8+99.97 (90.06' LT) PRC STA=9+50.08 (19.79' LT) 1 R0.12 PLUG END OF STORM LATERAL FOR FUTURE CONNECTION STA= 10+71.19 (3.00' RT) IE= 181.05 R=200' R=30' R=60' STRM MH 04 SEE PLAN AND PROFILE SHEET R2.16 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN RELOCATE EXISTING MAILBOX FURTHER TO THE NORTH EXISTING DRIVEWAY IMPROVEMENT AREA 8' P.U.E. 6' 6' 1' 6' PROPOSED RAMP PROPOSED RAMP PRC STA 41+95.25 (39.90' LT) 36 LF 12" PVC STM @ 2% R=50' R=100' PRC STA 41+66.96 (30.45' LT) R=500' PVC STA 10+84.13 (24.00' LT) 12" STM @ 1.04% EVERGREEN RD PARR ROAD PARR ROAD EX. 183.40 INDUSTRIAL RD SLOPE ASPHALT AT 7.5% TO MATCH EXISTING GROUND(APPROXIMATELY 20' LONG) ASPHALT SECTION 3" AC OVER 8" CRUSHED ROCK 2% 7.5% EX. 183.36 EXTEND EXISTING DITCH TO THE WEST OUTFALL IE = 181.49 (10") DITCH INLET RIM = 182.00 IE = 181.94 (10") PROTECT EXISTING GAS LINE AT CROSSING. REMOVE EXISTING STORM CULVERTS REGRADE DITCH TO FLOW SOUTH TO THE DITCH INLET REGRADE THIS AREA TO FLOW TO DITCH AND DITCH INLET 151 LF 10" D.I. PIPE @ 0.30% TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. 28 LF 15" PVC @ 0.30% 383 LF 15" PVC @ 0.30% STRM MH 04(FLAT-TOP MH) SEE PROFILE SHEET R2.16 64 LF 12" RCP @ 0.30% 151 LF 12" PVC @ 0.30% STRM MH 05 STA=10+71.19 RIM=184.58 IE IN=180.33(12"S) IE IN=180.29(12"W) IE IN=180.33(12"E) IE OUT=180.13(12"N) LP STA=9+98.25 LP ELEV=184.00 PVI STA=10+20.00 PVI ELEV=183.65 K=60.00 VC=136.50' BVCS=9+51.75 BVCE=184.18 EVCS=10+88.25 EVCE=184.67 BVCS=11+89.43 BVCE=184.96 S=-0.78% S=1.50% S=-1.00% HP STA=11+47.50 HP ELEV=185.23 PVI STA=11+40.00 PVI ELEV=185.45 K=30.00 VC=75.00' BVCS=11+02.50 BVCE=184.89 EVCS=11+77.50 EVCE=185.08 SSWR MH 10 STA=10+14.33 RIM=183.31 IE IN=171.57(12"W) IE OUT=171.37(15"NE) SSWR MH 01 STA=10+33.65 RIM=183.75 IE IN=171.29(15"SW) IE OUT=171.09(15"N) EXISTING 24" STORM LINE ALIGNMENT STATION OFFSET CALIPER SPECIES EVERGREEN RD 11+80 27' L 2" ACCOLADE ELM TREE TABLE REVISION SCHEDULE Issued As Delta Issue Date PROFILE - START TO STA 12+00 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' 2 R1.10 MATCHLINE - SHEET R1.11 - STA 12+00 168 172 176 180 184 164 8+00 9+00 10+00 11+00 12+00 188 192 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.10-R1.12.DWG:R1.10 TP 12/07/22 13:50 1:20 R1.10 EVERGREEN RD - STREET AND STORM - START TO STA 12+00 TP RJH MATCHLINE - SHEET R1.11 - STA 12+00 EXISTING GRADE AT ROAD CENTERLINE SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PROPOSED GRADE AT ROAD CENTERLINE PLAN - START TO STA 12+00 1 R1.10 168 172 176 180 184 164 188 192 SEE SHEET R2.16 FOR INDUSTRIAL RD SHEETS. SEE SHEET R4.10 FOR INTERSECTION PLAN INSTALL 22' CONCRETE DRIVEWAY CENTERLINE STA. 11+35 SEE CITY OF WOODBURN DETAIL 4150-1/R5.11 INSTALL 6" DIAMETER D.I. CULVERT UNDER NEW DRIVEWAY. PIPE INVERT TO MATCH EXISTING GROUND REMOVE FENCE AT NEW ASPHALT LOCATION REGRADE DITCH IF NEEDED TO FLOW TO DITCH INLET SLOPE EASEMENT, REEL 4656 PAGE 478, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038113, RECORDED SEPTEMBER 9, 2022. PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X N2°16'01"E 541.50' +00 13+00 14+00 15+00 16+00 L=35.53 Δ=4°04'16" R=500.00 +00 13+00 14+00 15+00 16+00 STRM MH 06 STA=12+20.02 (13.50' LT) SEE DETAIL 7500-1/R5.13 STRM MH 07 STA=16+00.05 (11.15' LT) SEE DETAIL 7500-1/R5.13 1' 24' 6' VARIES 1.11'- 22.68' 24' 6' 6' 1' 15' EASEMENT 8' P.U.E. SIDEWALK, SEE DETAIL 4150-8/R5.11 R.O.W. EXISTING PROPERTY LINE EXISTING 18" WATER LINE EXISTING GAS LINE PROTECT EXISTING FIRE HYDRANT BEGIN TAPER STA=15+41.72 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.12 FOR ENLARGEMENT PLAN PROPOSED STREET LIGHT AND JUNCTION BOX INSTALL 26' CONCRETE DRIVEWAY CENTERLINE STA. 15+19.85 SEE CITY OF WOODBURN DETAIL 4150-1/R5.11 RELOCATE EXISTING POWER POLE BY PGE, COORDINATE WITH PGE 10' SIDEWALK TRANSITION AT BOTH SIDES OF DRIVEWAY TO MATCH TO STANDARD SIDEWALK ELEVATION. PLUG END OF STORM LATERAL FOR FUTURE CONNECTION STA= 12+20.02 (3.00' RT) IE= 180.01 1 R0.12 2 R0.12 DITCH INLET AT CURB BREAK, SEE DETAIL 2/R5.11 PLUG END OF STORM LATERAL FOR FUTURE CONNECTION STA= 15+98.84 (5.81' RT) IE= 179.21 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.12 FOR ENLARGEMENT PLAN PROPOSED CURB, SEE DETAIL 4100-2/R5.10 PROPOSED CURB, SEE DETAIL 4100-2/R5.10 6' 6' 6' 24.3' EASEMENT 17 LF 12" PVC STM @ 2% 17 LF 12" PVC STM @ 2% 12" STM @ 0.22% 8" STM @ 0.43% 33 LF 12" D.I. PIPE @ 0.25% EVERGREEN RD STA=15+41.71 PC ELEV=186.41 STA=15+77.24 PT ELEV=186.12 400 LF 15" PVC @ 0.30% 383 LF 15" PVC @ 0.30% 380 LF 12" PVC @ 0.19% 156 LF 12" PVC @ 0.58% STRM MH 06 STA=12+20.01 RIM=184.46 IE IN=179.68(12"S) IE IN=179.68(12"W) IE IN=179.68(12"E) IE OUT=179.58(12"N) STRM MH 07 STA=16+00.05 RIM=186.17 IE IN=178.87(12"S) IE IN=178.87(12"E) IE IN=179.68(12"W) IE OUT=178.77(12"N) LP STA=12+49.43 LP ELEV=184.66 PVI STA=12+50.45 PVI ELEV=184.35 K=60.00 VC=122.05' EVCS=13+11.47 EVCE=184.98 S=-0.80% S=1.03% HP STA=14+96.35 HP ELEV=186.60 PVI STA=14+90.00 PVI ELEV=186.82 K=54.49 VC=100.00' BVCS=14+40.00 BVCE=186.31 EVCS=15+40.00 EVCE=186.42 SSWR MH 02 STA=14+15.86 RIM=185.68 IE IN=169.94(15"S) IE OUT=169.74(15"N) PROPOSED GRADE AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE EXISTING 24" STORM LINE 14.15' ALIGNMENT STATION OFFSET CALIPER SPECIES EVERGREEN RD 12+30 27' L 2" ACCOLADE ELM EVERGREEN RD 12+80 27' L 2" ACCOLADE ELM EVERGREEN RD 13+30 27' L 2" ACCOLADE ELM EVERGREEN RD 13+80 27' L 2" ACCOLADE ELM EVERGREEN RD 14+30 27' L 2" ACCOLADE ELM EVERGREEN RD 14+80 27' L 2" ACCOLADE ELM EVERGREEN RD 15+64 26.5' L 2" ACCOLADE ELM EVERGREEN RD 16+15 26.5' L 2" ACCOLADE ELM TREE TABLE MATCHLINE - SHEET R1.12 - STA 16+60 16+00 15+00 14+00 13+00 12+00 MATCHLINE - SHEET R1.12 - STA 16+60 2 R1.11 PROFILE - STA 12+00 TO STA 16+60 HORIZONTAL SCALE:1"=20' VERTICAL SCALE 1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R1.11 EVERGREEN RD - STREET AND STORM - STA 12+00 TO STA 16+60 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.10-R1.12.DWG:R1.11 TP 09/20/22 07:24 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 12+00 TO STA 16+60 1 R1.11 MATCHLINE - SHEET R1.10 - STA 12+00 MATCHLINE - SHEET R1.10 - STA 12+00 168 172 176 180 184 164 188 192 168 172 176 180 184 164 188 192 196 196 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 17+00 18+00 19+00 20+00 21+00 N1°48'15"W 400.98' 17+00 18+00 19+00 20+00 21+00 STRM MH 08 STA=17+54.96 (0.12' LT) SEE DETAIL 7500-1/R5.13 STRM MH 09 STA=17+62.05 (9.63' LT) SEE DETAIL 7500-1/R5.13 STRM MH 10 (72") STA=20+19.68 (9.59' LT) 6' VARIES 1.11'- 22.68' 24' 6' 6' 1' 16' EX. WATER EASEMENT VARIES 5.50'-12.68' 25' 24' 6' 6' 1' 8' P.U.E. 3' CURB BREAK, SEE DETAIL P-300/R5.13 SIDEWALK, SEE DETAIL 4150-8/R5.11 R.O.W. EXISTING EXISTING 18" WATER LINE EXISTING GAS LINE EXISTING EDGE OF PAVEMENT BEGIN TAPER STA=18+96.68 (24' RT) END TAPER STA=19+75 (24' RT FROM CENTERLINE) STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT SEE SHEET R4.12 FOR ENLARGEMENT PLAN CATCH BASIN PROTECT EXISTING FIRE HYDRANT RELOCATE EXISTING POWER POLES BY PGE, COORDINATE WITH PGE. MATCH EXISTING CURB AND GUTTER STA= 20+26.49 (25.24' RT FROM CENTERLINE) PROTECT EXISTING STREET LIGHT RELOCATE EXISTING POWER POLE BY PGE, COORDINATE WITH PGE 10' SIDEWALK TRANSITION AT BOTH SIDES OF DRIVEWAY TO MATCH TO STANDARD SIDEWALK ELEVATION. 1 R0.13 PLUG END OF STORM LATERAL FOR FUTURE CONNECTION STA= 20+20.38 (30.70' RT) IE= 179.21 R=30' R=30' SEE SITE PLANS FOR STORM CONTINUATION BEGIN CURB AND GUTTER STA=19+15.29 (22.50' RT) 11.54' EASEMENT INSTALL 44' CONCRETE DRIVEWAY CENTERLINE STA. 19+41.68 SEE DETAIL 4150-1/R5.11 40 LF 12" PVC STM @ 2% 16 LF 12" PVC STM @ 2% 8" STM @ 0.39% 63 LF 24" PVC STM @ 2% EVERGREEN RD EXISTING 24" STRM STA=19+78.22 PC ELEV=184.64 STA=20+13.39 PT ELEV=184.24 12 LF 12" PVC @ 0.28% 199 LF 15" PVC @ 0.30% 11 LF 15" PVC @ 0.30% 400 LF 15" PVC @ 0.30% 156 LF 12" PVC @ 0.58% 259 LF 15" PVC @ 0.30% 9 LF 24" PVC @ 0.30% STRM MH 08 STA=17+55.17 RIM=184.88 IE IN=177.88(12"S) IE IN=177.97(12"E) IE OUT=177.77(12"NW) STRM MH 09 STA=17+62.25 RIM=184.68 IE IN=177.74(12"SE) IE OUT=177.64(15"N) STRM MH 10 (72") STA=20+19.88 RIM=183.98 IE IN=176.87(15"S) IE IN=176.87(24"SW) IE IN=176.87(12"E) IE OUT=176.47(24"N) LP STA=17+57.09 LP ELEV=184.87 PVI STA=17+60.00 PVI ELEV=184.66 K=58.79 VC=100.00' BVCS=17+10.00 BVCE=185.06 EVCS=18+10.00 EVCE=185.11 S=0.90% S=-1.12% HP STA=18+76.69 HP ELEV=185.59 PVI STA=18+80.00 PVI ELEV=185.74 K=29.65 VC=60.00' BVCS=18+50.00 BVCE=185.47 EVCS=19+10.00 EVCE=185.40 SSWR MH 04 STA=20+14.98 RIM=184.21 IE IN=167.74(15"S) IE OUT=167.34(15"N) SSWR MH 03 STA=18+16.55 RIM=185.17 IE IN=168.54(15"S) IE OUT=168.34(15"N) END OF EXISTING ROAD IMPROVEMENTS STA=20+26+46 (0.02' RT) ELEV=184.09 (MATCH EXISTING) EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE EXISTING 18" WATER LINE EXISTING 24" STORM LINE EXISTING 24" STORM LINE ALIGNMENT STATION OFFSET CALIPER SPECIES EVERGREEN RD 16+65 26.5' L 2" ACCOLADE ELM EVERGREEN RD 17+38.5 27' L 2" ACCOLADE ELM EVERGREEN RD 17+88.5 27' L 2" ACCOLADE ELM EVERGREEN RD 18+38.5 27' L 2" ACCOLADE ELM EVERGREEN RD 20+21 27.5' L 2" ACCOLADE ELM TREE TABLE 20+00 19+00 18+00 17+00 2 R1.12 PROFILE - STA 16+60 TO END HORIZONTAL SCALE:1"=20' VERTICAL SCALE: 1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R1.12 EVERGREEN RD - STREET AND STORM - STA 16+60 TO END TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.10-R1.12.DWG:R1.12 TP 12/07/22 07:33 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 16+60 TO END 1 R1.12 MATCHLINE - SHEET R1.11 - STA 16+60 21+00 32-01 KEYNOTES 32-01 CONNECT TO EXISTING STORM AND EXTEND WITH SAME PIPE SIZE, SLOPE AND MATERIAL. CONTRACTOR TO POTHOLE AND VERIFY EXISTING STORM INFORMATION AT END OF PIPE PRIOR TO ORDERING MANHOLE. MATCHLINE - SHEET R1.11 - STA 16+60 168 172 176 180 184 164 188 192 168 172 176 180 184 164 188 192 196 196 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 9+00 10+00 11+00 12+ 42+00 43+00 < < < V EVERGREEN RD PARR ROAD PROPOSED R.O.W. EXISTING R.O.W. EXISTING PROPERTY LINE EXISTING 18" WATER LINE EXISTING GAS LINE PROPOSED CURB PARR ROAD 9+00 10+00 11+00 12+ 8' P.U.E. SSWR MH 10 STA=10+14.34 (38.17' LT) SEE DETAIL 6510-3/R5.13 SSWR MH 01 STA=10+33.66 (19.00' LT) SEE DETAIL 6510-3/R5.13 ADJUST EXISTING WATER VALVES AND BLOWOFF TO GRADE CONNECT NEW 12" D.I. WATERLINE TO EXISTING WATERLINE PROTECT EXISTING FIRE HYDRANT ADJUST EXISTING WATER VALVE TO GRADE PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 ADJUST EXISTING GAS VALVE TO GRADE 8' P.U.E. STA 11+00.00 (28.14' LT) STREET LIGHT 1 28 LF 15" PVC @ 0.30% 383 LF 15" PVC @ 0.30% STRM MH 04(FLAT-TOP MH) SEE PROFILE SHEET R2.16 64 LF 12" RCP @ 0.30% 151 LF 12" PVC @ 0.30% STRM MH 05 STA=10+71.19 RIM=184.58 IE IN=180.33(12"S) IE IN=180.29(12"W) IE IN=180.33(12"E) IE OUT=180.13(12"N) SSWR MH 10 STA=10+14.33 RIM=183.31 IE IN=171.57(12"W) IE OUT=171.37(15"NE) SSWR MH 01 STA=10+33.65 RIM=183.75 IE IN=171.29(15"SW) IE OUT=171.09(15"N) 18" EXISTING WATER LINE REVISION SCHEDULE Issued As Delta Issue Date PROFILE - START TO STA 12+00 HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' 2 R1.20 MATCHLINE - SHEET R1.21 - STA 12+00 172 176 180 184 188 168 8+00 9+00 10+00 11+00 12+00 192 196 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.20-R1.22.DWG:R1.20 TP 12/07/22 07:40 1:20 R1.20 EVERGREEN RD - SANITARY, WATER & STREET LIGHTING - START TO STA 12+00 TP RJH MATCHLINE - SHEET R1.21 - STA 12+00 EXISTING GRADE AT ROAD CENTERLINE SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PROPOSED GRADE AT ROAD CENTERLINE PLAN - START TO STA 12+00 1 R1.20 172 176 180 184 188 168 192 196 ELECTRICAL KEYNOTES: 1. STREET LIGHT (SHAKESPEARE 30-FT COMPOSITE, 2-PIECE, SMOOTH FINISH, GRAY COLOR WITH 6-FOOT AL FINISH MAST ARM. PART NUMBERS: BHT3099S2BL9901 (TOP PIECE), 25-STUB-UP (STUB PIECE), OPAR-6 (MAST ARM). GCJ2-20H-MV-WW-2R-GY-700-PCR7-RWG-WL-FDC-PGE. PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X +00 13+00 14+00 15+00 16+00 EVERGREEN RD EXISTING PROPERTY LINE PROTECT EXISTING GAS LINE RELOCATE POWER POLE BY PGE, COORDINATE WITH PGE. PROPOSED CURB CONNECT DOMESTIC WATER AND FIRE WATER TO EXISTING 18" WATER LINE. SEE ON-SITE PLANS PROVIDE SUBMETER AND BACKFLOW FOR IRRIGATION SYSTEM. SEE IRRIGATION NOTES ON R0.11. 8' P.U.E. SSWR MH 02 STA=14+15.87 (19.00' LT) SEE DETAIL 6510-3/R5.13 N2°16'01"E 541.50' +00 13+00 14+00 15+00 16+00 ADJUST EXISTING WATER VALVE TO GRADE PROTECT EXISTING FIRE HYDRANT PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 STA 14+00.00 (29.53' LT) STREET LIGHT 1 400 LF 15" PVC @ 0.30% 383 LF 15" PVC @ 0.30% 380 LF 12" PVC @ 0.19% 156 LF 12" PVC @ 0.58% STRM MH 06 STA=12+20.01 RIM=184.46 IE IN=179.68(12"S) IE IN=179.68(12"W) IE IN=179.68(12"E) IE OUT=179.58(12"N) STRM MH 07 STA=16+00.05 RIM=186.17 IE IN=178.87(12"S) IE IN=178.87(12"E) IE IN=179.68(12"W) IE OUT=178.77(12"N) SSWR MH 02 STA=14+15.86 RIM=185.68 IE IN=169.94(15"S) IE OUT=169.74(15"N) PROPOSED GRADE AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE 18" EXISTING WATER LINE MATCHLINE - SHEET R1.22 - STA 16+60 16+00 15+00 14+00 13+00 12+00 MATCHLINE - SHEET R1.22 - STA 16+60 2 R1.21 PROFILE - STA 12+00 TO STA 16+60 HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R1.21 EVERGREEN RD - SANITARY AND WATER - STA 12+00 TO STA 16+60 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.20-R1.22.DWG:R1.21 TP 12/07/22 07:34 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 12+00 TO STA 16+60 1 R1.21 MATCHLINE - SHEET R1.20 - STA 12+00 MATCHLINE - SHEET R1.20 - STA 12+00 172 176 180 184 188 168 192 196 172 176 180 184 188 168 192 196 ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 17+00 18+00 19+00 20+00 21+00 EVERGREEN RD 16' EX. WATER EASEMENT EXISTING EDGE OF PAVEMENT 8' P.U.E. 17+00 18+00 19+00 20+00 21+00 SSWR MH 04 STA=20+14.98 (0.33' RT) SEE DETAIL 6510-3/R5.13 PROTECT EXISTING WATERLINE ADJUST EXISTING VALVE TO GRADE RELOCATE POWER POLE BY PGE, COORDINATE WITH PGE. RELOCATE POWER POLE BY PGE, COORDINATE WITH PGE. SSWR MH 03 STA=18+16.55 (0.75' LT) SEE DETAIL 6510-3/R5.13 PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 PROTECT EXISTING FIRE HYDRANT PROTECT EXISTING FIRE HYDRANT 19" DEEP WATER VALVE STA 17+00.23 (30.53' LT) STREET LIGHT STA 20+00.07 (30.37' LT) STREET LIGHT 1 1 12 LF 12" PVC @ 0.28% 199 LF 15" PVC @ 0.30% 11 LF 15" PVC @ 0.30% 400 LF 15" PVC @ 0.30% 156 LF 12" PVC @ 0.58% 259 LF 15" PVC @ 0.30% 9 LF 24" PVC @ 0.30% STRM MH 08 STA=17+55.17 RIM=184.88 IE IN=177.88(12"S) IE IN=177.97(12"E) IE OUT=177.77(12"NW) STRM MH 09 STA=17+62.25 RIM=184.68 IE IN=177.74(12"SE) IE OUT=177.64(15"N) STRM MH 10 (72") STA=20+19.88 RIM=183.98 IE IN=176.87(15"S) IE IN=176.87(24"SW) IE IN=176.87(12"E) IE OUT=176.47(24"N) SSWR MH 04 STA=20+14.98 RIM=184.21 IE IN=167.74(15"S) IE OUT=167.34(15"N) SSWR MH 03 STA=18+16.55 RIM=185.17 IE IN=168.54(15"S) IE OUT=168.34(15"N) EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE 18" EXISTING WATER LINE 18" EXISTING WATER LINE 20+00 19+00 18+00 17+00 2 R1.22 PROFILE - STA 16+60 TO END HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R1.22 EVERGREEN RD - SANITARY AND WATER - STA 16+60 TO END TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R1.20-R1.22.DWG:R1.22 TP 12/07/22 07:41 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 16+60 TO END 1 R1.22 MATCHLINE - SHEET R1.21 - STA 16+60 MATCHLINE - SHEET R1.21 - STA 16+60 21+00 32-02 KEYNOTES 32-02 CONNECT TO EXISTING SS AND EXTEND WITH SAME PIPE SIZE, SLOPE AND MATERIAL. CONTRACTOR TO POTHOLE AND VERIFY EXISTING SS INFORMATION AT END OF PIPE PRIOR TO ORDERING MANHOLE. 172 176 180 184 188 168 192 164 172 176 180 184 188 168 192 164 ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X 27+00 28+00 29+00 30+00 31+00 27+00 28+00 29+00 30+00 31+00 S87°57'22"E 2237.18' 22' 6' 5' 1' 2 R0.14 INDUSTRIAL RD PHASE 2 PHASE 1 BEGIN ROAD IMPROVEMENTS STA= 29+74.25 PROPOSED ROW SIDEWALK, SEE DETAIL 4150-8/R5.11 PROPOSED CURB AND GUTTER, SEE DETAIL 4100-1/R5.10 INSTALL 45' CONCRETE DRIVEWAY. CENTERLINE STA. 30+26.75, SEE DETAIL 4150-1/R5.11 EDGE OF PAVEMENT 10' SIDEWALK TRANSITION AT EAST OF DRIVEWAY TO MATCH TO STANDARD SIDEWALK ELEVATION. END OF PROPOSED CURB, SEE DETAIL 4100-2/R5.10 TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. SLOPE EASEMENT, REEL 4656 PAGE 478, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038113, RECORDED SEPTEMBER 9, 2022. R=30' STA 30+26.75 (0.00' T) 16' 15' 425 LF 12" PVC @ 0.30% 11 LF 12" PVC @ 0.30% STRM MH 19(0)(0) STA=27+00.00 RIM=186.91 IE OUT=182.45(12"W) 415 LF 12" PVC @ 0.30% S=0.54% HP STA=29+72.93 HP ELEV=188.51 PVI STA=29+70.00 PVI ELEV=188.55 K=42.46 VC=40.00' BVCS=29+50.00 BVCE=188.45 EVCS=29+90.00 EVCE=188.47 SSWR MH 07 STA=29+33.07 RIM=187.80 IE IN=176.08(12"W) IE OUT=175.81(12"E) S=0.54% S=-0.40% S=0.54% ALIGNMENT STATION OFFSET CALIPER SPECIES INDUSTRIAL RD 31+20.5 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 31+70.5 25.5' L 2" EUROPEAN HORNBEAM TREE TABLE MATCHLINE - SHEET R2.15 - STA 31+75 31+00 30+00 29+00 28+00 27+00 MATCHLINE - SHEET R2.15 - STA 31+75 2 R2.14 PROFILE - STA 26+75 TO STA 31+75 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.14 INDUSTRIAL RD - STREET AND STORM - STA 26+75 TO STA 31+75 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.13-R2.16.DWG:R2.14 TP 12/07/22 10:11 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 26+75 TO STA 31+75 1 R2.14 MATCHLINE - SHEET R2.13 - STA 26+75 MATCHLINE - SHEET R2.13 - STA 26+75 32+00 172 176 180 184 188 168 192 196 172 176 180 184 188 168 192 196 1,223 LF 12" PVC EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE PROPOSED 12" SANITARY LINE PROPOSED 12" WATER LINE PROPOSED GRADE AT FUTURE ROAD CENTERLINE RELOCATE EXISTING POWER POLES BY PGE, COORDINATE WITH PGE. RELOCATE EXISTING ELECTRICAL VAULT BY PGE, COORDINATE WITH PGE. PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 32+00 33+00 34+00 35+00 36+00 37 32+00 33+00 34+00 35+00 36+00 37 S87°57'22"E 2237.18' 22' 6' 5' 1' 12.5' EASEMENT 12.5' EASEMENT 8' P.U.E. STRM MH 02 STA=36+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 2 R0.14 STRM MH 02 STA=36+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 STRM MH 02 STA=36+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 STORM MH 01 STA=35+55.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 STORM MH 11 STA=32+86.11 (46.00' LT) SEE DETAIL 7500-1/R5.13 10' EASEMENT INDUSTRIAL RD PROPOSED CURB SEE DETAIL 4100-2/R5.10 PROPOSED ROW SIDEWALK, SEE DETAIL 4150-8/R5.11 PROPOSED CURB AND GUTTER, SEE DETAIL 4100-1/R5.10 85'x16' STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN 85'x16' STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. SLOPE EASEMENT, REEL 4656 PAGE 478, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038113, RECORDED SEPTEMBER 9, 2022. 16' 15' 425 LF 12" PVC @ 0.30% STRM MH 02(FLAT-TOP MH) STA=36+00.00 RIM=185.82 IE IN=182.92(12"W) IE IN=182.92(12"N) IE IN=182.92(12"S) IE OUT=182.72(12"E) SSWR MH 08 (FLAT TOP MH) STA=33+58.07 RIM=186.68 IE IN=174.53(12"W) IE OUT=174.33(12"E) STORM MH 01 (FLAT TOP MH) STA=35+55.00 RIM=186.00 IE IN=183.30(12"N) IE IN=183.30(12"S) IE OUT=183.10(12"E) STORM MH 11 (FLAT TOP MH STA=32+86.11 RIM=187.64 IE IN=185.94(8"S) IE OUT=185.74(12"E) ALIGNMENT STATION OFFSET CALIPER SPECIES INDUSTRIAL RD 32+21 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 32+71 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 33+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 33+71 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 34+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 34+71 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 35+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 35+71 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 36+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 36+71 25.5' L 2" FRONTIER ELM TREE TABLE 35+00 34+00 33+00 32+00 2 R2.15 PROFILE - STA 31+75 TO 37+00 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.15 INDUSTRIAL RD - STREET AND STORM - STA 31+75 TO STA 37+00 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.13-R2.16.DWG:R2.15 TP 12/07/22 10:22 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 31+75 TO 37+00 1 R2.15 MATCHLINE - SHEET R2.14 - STA 31+75 36+00 MATCHLINE - SHEET R2.14 - STA 31+75 MATCHLINE - SHEET R2.16 - STA 37+00 37+00 EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE MATCHLINE - SHEET R2.16 - STA 37+00 172 176 180 184 188 168 192 172 176 180 184 188 168 192 1,223 LF 12" PVC PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- +00 38+00 39+00 40+00 41+00 42+00 < 2 R0.14 +00 38+00 39+00 40+00 41+00 42+00 S87°57'22"E 2237.18' STRM MH 03 STA=39+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 STRM MH 04 STA=42+00.00 (9.50' LT) SEE DETAIL 7500-1/R5.13 6' 22' 6' 5' 1' 12.5' EASEMENT 22.5' 6' 5' 1' 8' P.U.E. EVERGREEN RD INDUSTRIAL RD R=30' R=30' PROPOSED ROW SIDEWALK, SEE DETAIL 4150-8/R5.11 PROPOSED CURB AND GUTTER, SEE DETAIL 4100-1/R5.10 85'x16' STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT, SEE SHEET R4.11 FOR ENLARGEMENT PLAN INSTALL 40' CONCRETE DRIVEWAY. CENTERLINE STA. 39+33.92, SEE DETAIL 4150-1/R5.11 RELOCATE POWER POLE BY OTHERS 10' SIDEWALK TRANSITION AT BOTH SIDES OF DRIVEWAY TO MATCH TO STANDARD SIDEWALK ELEVATION. BUILD DITCH TO FLOW TO NEW DITCH INLET PROPOSED CURB SEE DETAIL 4100-2/R5.10 START OF CURB AT STA. 41+65.79 SEE DETAIL 4100-2/R5.10 11.34' EASEMENT TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. SLOPE EASEMENT, REEL 4656 PAGE 478, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038113, RECORDED SEPTEMBER 9, 2022. 16' 15' STA=42+46.15 ELEV=184.00 426 LF 12" PVC @ 0.30% 301 LF 12" RCP @ 0.30% 300 LF 12" RCP @ 0.30% STRM MH 04(FLAT-TOP MH) STA=42+00.00 RIM=183.42 IE IN=180.72(12"W) IE OUT=180.52(12"N) STRM MH 03(FLAT-TOP MH) STA=39+00.00 RIM=184.62 IE IN=181.82(12"W) IE IN=181.82(12"N) IE IN=181.82(12"S) IE OUT=181.62(12"E) SSWR MH 09 STA=37+83.07 RIM=184.98 IE IN=173.05(12"W) IE OUT=172.85(12"E) SSWR MH 10 STA=42+08.07 RIM=183.31 IE IN=171.57(12"W) IE OUT=171.37(15"NE) S=2.00% S=2.00% S=-0.40% STA=39+60.70 ELEV=184.57 ALIGNMENT STATION OFFSET CALIPER SPECIES INDUSTRIAL RD 37+21 25.5' L 2" FRONTIER ELM INDUSTRIAL RD 37+70.5 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 38+20.5 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 38+70.5 25.5' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 39+99.5 26.0' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 40+40.5 26.0' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 40+79.5 26.1' L 2" EUROPEAN HORNBEAM INDUSTRIAL RD 41+29.5 28.7' L 2" EUROPEAN HORNBEAM TREE TABLE 2 R2.16 PROFILE - STA 37+00 TO END HORIZONTAL SCALE:1"=20' VERTICAL SCALE 1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.16 INDUSTRIAL RD - STREET AND STORM - STA 37+00 TO END TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.13-R2.16.DWG:R2.16 TP 12/07/22 13:53 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 37+00 TO END 1 R2.16 EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE GRADE BREAK STA 42+22.15 ELEV=183.52 1,223 LF 12" PVC 20.39 LF 12" PVC EXISTING R.O.W. BOUNDARY REMOVE TWO EXISTING STORM LINES 40+00 39+00 38+00 37+00 MATCHLINE - SHEET R2.15 - STA 37+00 41+00 MATCHLINE - SHEET R2.15 - STA 37+00 172 176 180 184 188 168 192 172 176 180 184 188 168 192 S=-0.40% 42+00 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X INDUSTRIAL RD 27+00 28+00 29+00 30+00 31+00 PHASE 2 PHASE 1 27+00 28+00 29+00 30+00 31+00 SSWR MH 07 STA=29+33.07 (14.50' LT) SEE DETAIL 6510-3/R5.13 PROPOSED EDGE OF PAVEMENT FUTURE STORM MANHOLE FUTURE 12" STORM LINE FUTURE 12" WATER LINE PHASE 1 SANITARY LINE TO FINISH 10' BEYOND MANHOLE.PLUG AND MARK PHASE 1 WATERLINE TO FINISH 10' BEYOND EDGE OF PAVEMENT. INSTALL VALVE AND BLOW-OFF FUTURE 12" SANITARY LINE INSTALL 12"X6" TEE STA=31+45.00 (1.50' LT) INSTALL STANDARD FIRE HYDRANT ASSEMBLY STA=31+45.00 (22.50' LT) SEE DETAIL 5070-1/R5.12 425 LF 12" PVC @ 0.30% 11 LF 12" PVC @ 0.30% STRM MH 19(0)(0) STA=27+00.00 RIM=186.91 IE OUT=182.45(12"W) 415 LF 12" PVC @ 0.30% SSWR MH 07 STA=29+33.07 RIM=187.80 IE IN=176.08(12"W) IE OUT=175.81(12"E) MATCHLINE - SHEET R2.25 - STA 31+75 31+00 30+00 29+00 28+00 27+00 MATCHLINE - SHEET R2.25 - STA 31+75 2 R2.24 PROFILE - STA 26+75 TO STA 31+75 HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.24 INDUSTRIAL RD -SANITARY AND WATER - STA 26+75 TO STA 31+75 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.23-R2.26.DWG:R2.24 TP 12/07/22 10:34 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 26+75 TO STA 31+75 1 R2.24 MATCHLINE - SHEET R2.23 - STA 26+75 MATCHLINE - SHEET R2.23 - STA 26+75 32+00 172 176 180 184 188 168 192 196 EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 PROPOSED 12" WATER LINE 172 176 180 184 188 168 192 196 FUTURE GRADE AT ROAD CENTERLINE 1,223 LF 12" D.I. 4' COVER OVER ALL PUBLIC WATERLINE, TYPICAL ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- INDUSTRIAL RD 32+00 33+00 34+00 35+00 36+00 37+ 32+00 33+00 34+00 35+00 36+00 37+ SSWR MH 08 STA=33+58.07 (14.50' LT) SEE DETAIL 6510-3/R5.13 1 1 PROPOSED CURB SEE DETAIL 4100-2/R5.10 PROPOSED 12" WATER LINE PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 INSTALL 12"X6" TEE STA=34+45.00 (1.50' LT) INSTALL STANDARD FIRE HYDRANT ASSEMBLY STA=34+45.00 (22.50' LT) SEE DETAIL 5070-1/R5.12 STA 32+00.00 (28.92' LT) STREET LIGHT STA 35+00.00 (28.34' LT) STREET LIGHT 8' P.U.E. 425 LF 12" PVC @ 0.30% STRM MH 02(FLAT-TOP MH) STA=36+00.00 RIM=185.82 IE IN=182.92(12"W) IE IN=182.92(12"N) IE IN=182.92(12"S) IE OUT=182.72(12"E) SSWR MH 08 (FLAT TOP MH) STA=33+58.07 RIM=186.68 IE IN=174.53(12"W) IE OUT=174.33(12"E) STORM MH 01 (FLAT TOP MH) STA=35+55.00 RIM=186.00 IE IN=183.30(12"N) IE IN=183.30(12"S) IE OUT=183.10(12"E) STORM MH 11 (FLAT TOP M STA=32+86.11 RIM=187.64 IE IN=185.94(8"S) IE OUT=185.74(12"E) 35+00 34+00 33+00 32+00 2 R2.25 PROFILE - STA 31+75 TO 37+00 HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.25 INDUSTRIAL RD - SANITARY AND WATER - STA 31+75 TO STA 37+00 TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.23-R2.26.DWG:R2.25 TP 12/07/22 07:56 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 31+75 TO 37+00 1 R2.25 MATCHLINE - SHEET R2.24 - STA 31+75 36+00 MATCHLINE - SHEET R2.24 - STA 31+75 MATCHLINE - SHEET R2.26 - STA 37+00 37+00 EXISTING GRADE AT ROAD CENTERLINE PROPOSED GRADE AT ROAD CENTERLINE MATCHLINE - SHEET R2.26 - STA 36+75 172 176 180 184 188 168 192 196 172 176 180 184 188 168 192 196 1,223 LF 12" D.I. 4' COVER OVER ALL PUBLIC WATERLINE, TYPICAL ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 6' INDUSTRIAL RD 8' P.U.E. +00 38+00 39+00 40+00 41+00 42+00 +00 38+00 39+00 40+00 41+00 42+00 < SSWR MH 09 STA=37+83.07 (14.50' LT) SEE DETAIL 6510-3/R5.13 SSWR MH 10 STA=42+08.07 (14.50' LT) SEE DETAIL 6510-3/R5.13 1 1 PROPOSED CURB SEE DETAIL 4100-2/R5.10 PROPOSED 12" WATER LINE PROPOSED 12" SANITARY LINE, SEE DETAIL 6200-4/R5.13 INSTALL 12"X6" TEE STA=40+20.00 (1.50' LT) INSTALL STANDARD FIRE HYDRANT ASSEMBLY STA=40+20.00 (22.50' LT) SEE DETAIL 5070-1/R5.12 INSTALL 12"X6" TEE STA=37+45.00 (1.50' LT) INSTALL STANDARD FIRE HYDRANT ASSEMBLY STA=37+45.00 (22.50' LT) SEE DETAIL 5070-1/R5.12 EVERGREEN RD STA 38+00.00 (28.86' LT) STREET LIGHT STA 41+00.00 (28.35' LT) STREET LIGHT 426 LF 12" PVC @ 0.30% 301 LF 12" RCP @ 0.30% 300 LF 12" RCP @ 0.30% STRM MH 04(FLAT-TOP MH) STA=42+00.00 RIM=183.42 IE IN=180.72(12"W) IE OUT=180.52(12"N) STRM MH 03(FLAT-TOP MH) STA=39+00.00 RIM=184.62 IE IN=181.82(12"W) IE IN=181.82(12"N) IE IN=181.82(12"S) IE OUT=181.62(12"E) SSWR MH 09 STA=37+83.07 RIM=184.98 IE IN=173.05(12"W) IE OUT=172.85(12"E) SSWR MH 10 STA=42+08.07 RIM=183.31 IE IN=171.57(12"W) IE OUT=171.37(15"NE) 2 R2.26 PROFILE - STA 37+00 TO END HORIZONTAL SCALE:1"=20' VERTICAL SCALE:1"=4' SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION R2.26 INDUSTRIAL RD - SANITARY AND WATER - STA 37+00 TO END TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.23-R2.26.DWG:R2.26 TP 12/07/22 08:00 1:20 REVISION SCHEDULE Issued As Delta Issue Date PLAN - STA 37+00 TO END 1 R2.26 PROPOSED GRADE AT ROAD CENTERLINE 1,223 LF 12" D.I. EXISTING PROPERTY LINE 20.39 LF 12" PVC EXISTING GRADE AT ROAD CENTERLINE 40+00 39+00 38+00 37+00 MATCHLINE - SHEET R2.25 - STA 36+75 41+00 172 176 180 184 188 168 192 196 172 176 180 184 188 168 192 196 42+00 4' COVER OVER ALL PUBLIC WATERLINE, TYPICAL ELECTRICAL KEYNOTES: SEE SHEET R1.20 FOR KEYNOTES MATCHLINE - SHEET R2.25 - STA 37+00 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- X 22' 22' 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+ INDUSTRIAL RD INDUSTRIAL RD 10+00 < V S S 22' 22' 12' 12' W-2 W-2 +00 38+00 39+00 40+00 41+00 42+00 43+00 44+ PARR ROAD 1 2 3 M 1 2 3 M STA. 42+84 TO STA. 43+84 INDUSTRIAL RD INDUSTRIAL RD EVERGREEN RD STA. 40+66 TO STA. 41+66 STA. 42+57 (24.71' LT) STA. 41+66 (3.01' RT) SIGN & SUPPORT DATA TABLE SIGN NO. QTY. USED SIGN DIMENSION SIGN CODE TYPE OF SUPPORT FOOTING TYPE SIGN LEGEND / OTHER REMARKS WIDTH (IN) HEIGHT (IN) MUTCD ODOT MOUNT SINGLE PIPE POST EXISTING PIPE POST UTILITY POLE LIGHT POLE SIGNAL POLE MODIFIED BIKE RACK CANTILEVER BREAKAWAY DOME ASSEMBLY BREAKAWAY ANCHOR ASSEMBLY 1 2 N/A X X [INDUSTRIAL RD] 2 2 N/A X X [EVERGREEN RD] 3 2 30 30 W1-2R X X [STOP] R1-1 TYPE R1 30" 30" SNS 1 SIGNING NOTES ON OREGON DEPARTMENT OF TRANSPORTATION(O.D.O.T.) DET 4241/R5.30. SIGN POSTS SHALL BE INSTALLED PER ODOT TM681 AND USE A 2" ANCHOR DETAIL FOUNDATION PER ODOT TM687/R5.35 SIGNING LEGEND INSTALL NEW SIGN INSTALL NEW SIGN ON NEW SIGN SUPPORT N = SIGN NUMBER - SEE TABLE BELOW M = SIGN SUPPORT S = STEEL TELESPAR SUPPORT EVERGREEN RD SNS 2 STRIPING NOTES 1. REFER TO O.D.O.T. PAVEMENT MARKING NOTES AND DETAILS ON SHEET R5.30-R5.34 N N M 4.5' 14" 14" 4.5' INDUSTRIAL RD REVISION SCHEDULE Issued As Delta Issue Date 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.30-R2.31.DWG:R2.30 TP 09/30/22 11:37 1:40 R2.30 SIGNING AND STRIPING - INDUSTRIAL RD TP RJH SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SIGNING AND STRIPING - INDUSTRIAL RD - BEGIN - STA 37+00 1 R2.30 SIGNING AND STRIPING - INDUSTRIAL RD - STA 37+00 - END 2 R2.30 SEE MATCHLINE BELOW STA 37+00 SEE MATCHLINE ABOVE STA 37+00 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 9+00 10+00 11+00 12+00 13+00 14+00 < EVERGREEN RD PARR ROAD STA. 11+82 TO STA. 17+00 YB R-40 1 2 3 M S STA. 10+82 TO STA. 11+82 W-2 S 1 2 3 M STA. 8+46 TO STA. 9+46 INDUSTRIAL RD 12' 12' 12' 12' W-2 42+00 43+00 STA. 10+81.24 (27.0' LT) SIGHT LINE SIGHT LINE SIGHT LINE SIGHT LINE 15+00 16+00 17+00 18+00 19+00 20+00 EVERGREEN RD STA. 17+00 TO STA. 20+26 W-2 STA. 17+00 TO STA. 20+26 W-2 STA. 18+96 TO STA. 20+26 TWL R-40 STA. 11+82 TO STA. 17+00 YB R-40 12' 12' 6' 14' 11' 11' STA. 17+00 TO STA. 18+96 Y SIGN & SUPPORT DATA TABLE SIGN NO. QTY. USED SIGN DIMENSION SIGN CODE TYPE OF SUPPORT FOOTING TYPE SIGN LEGEND / OTHER REMARKS WIDTH (IN) HEIGHT (IN) MUTCD ODOT MOUNT SINGLE PIPE POST EXISTING PIPE POST UTILITY POLE LIGHT POLE SIGNAL POLE MODIFIED BIKE RACK CANTILEVER BREAKAWAY DOME ASSEMBLY BREAKAWAY ANCHOR ASSEMBLY 1 2 N/A X X [INDUSTRIAL RD] 2 2 N/A X X [EVERGREEN RD] 3 2 30 30 W1-2R X X [STOP] R1-1 TYPE R1 30" 30" SNS 1 SIGNING NOTES ON OREGON DEPARTMENT OF TRANSPORTATION(O.D.O.T.) DET 4241/R5.30. SIGN POSTS SHALL BE INSTALLED PER ODOT TM681 AND USE A 2" ANCHOR DETAIL FOUNDATION PER ODOT TM687/R5.35 SIGNING LEGEND INSTALL NEW SIGN INSTALL NEW SIGN ON NEW SIGN SUPPORT N = SIGN NUMBER - SEE TABLE BELOW M = SIGN SUPPORT S = STEEL TELESPAR SUPPORT EVERGREEN RD SNS 2 STRIPING NOTES 1. REFER TO O.D.O.T. PAVEMENT MARKING NOTES AND DETAILS ON SHEET R5.30-R5.34 N N M 4.5' 14" 14" 4.5' INDUSTRIAL RD REVISION SCHEDULE Issued As Delta Issue Date 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.30-R2.31.DWG:R2.31 TP 12/07/22 10:49 1:40 R2.31 SIGNING AND STRIPING - EVERGREEN RD TP RJH SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SIGNING AND STRIPING - EVERGREEN RD - BEGIN - STA 14+50 1 R2.31 SIGNING AND STRIPING - EVERGREEN RD - STA 14+50 - END 2 R2.31 SEE MATCHLINE BELOW STA 14+50 SEE MATCHLINE ABOVE STA 14+50 STA. 9+47.13 (14.13' RT) PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.32-R2.33.DWG:R2.32 ZMP 05/27/22 09:11 1:1 R2.32 SIGN AND STRIPING DETAILS TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R2.32-R2.33.DWG:R2.33 TP 12/07/22 08:08 1:1 R2.33 SIGN AND STRIPING DETAILS TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 9+00 10+00 11+00 42+00 43+00 < < < < < < < < V EVERGREEN RD PARR ROAD PARR ROAD N2°16'01"E 541.50' 9+00 10+00 11+00 INDUSTRIAL RD S87°29'W 73.59' N2°31'W 79.67' R=30' R=60' R=200' N5°21'E 18.07' S78°57'E 113.85' 8' 22' MATCH 183.28 MATCH 184.29 MATCH 184.84 MATCH 184.23 MATCH 184.70 FG 184.39 FG 184.05 FG 184.06 FG 184.49 FG 185.14 FG 184.00 FG 183.52 FG 184.01 FG 183.74 FG 184.05 FG 184.13 FG 184.78 FG 183.65 FG 183.51 MATCH EXISTING PAVING STA=08+49.64 (4.91' LT) MATCH EXISTING PAVING STA=08+49.04 (16.74' RT) MATCH 184.04 GRADE TO SLOPE TO EXISTING DITCH MATCH 183.025 RELOCATE EXISTING MAILBOX FURTHER TO THE NORTH MATCH 183.224 MATCH 183.049 MATCH 182.922 R=50' R=100' FG 183.14 FG 183.12 FG 183.18 FG 183.43 FG 183.79 R=500' TEMPORARY CONSTRUCTION EASEMENT, REEL 4656 PAGE 479, MARION COUNTY DEED RECORDS/MARION COUNTY INSTRUMENT NO. 2022-00038114, RECORDED SEPTEMBER 9, 2022. REVISION SCHEDULE Issued As Delta Issue Date 222008500\DRAWINGS\CIVIL\PUBLIC\085-R4.10.DWG:R4.10 TP 12/07/22 10:54 1:10 R4.10 SOUTH INTERSECTION GRADING PLAN TP RJH SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SOUTH INTERSECTION GRADING PLAN 1 R4.10 MATCH 184.28 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 35+00 POND BOTTOM=184.21 35+00 STORM MH 01 STA=35+55.00 (9.50' LT) RIM=186.00 IE IN=183.30 (12"N) IE IN=183.30 (12"S) IE OUT=183.10 (12"E) FLOW CONTROL DITCH INLET RIM = 184.21 STA=35+75 (38' LT) IE OUT=183.42 (12" S) ORIFICE= 0.73" SEE DETAIL 2/R5.13 4'X4'X12" DEEP CLASS 50 RIP RAP, SEE DETAIL 1/R5.11 IE IN=184.21 (12") 36+00 DITCH INLET RIM = 185.43 BELOW BC BOTTOM) STA=35+86.11 (21.50' LT) IE OUT=184.84 SEE DETAIL 1/R5.13 FLOW CONTROL DITCH INLET RIM = 183.94 STA= 36+00 (38' LT) IE OUT=182.98 (12" S) ORIFICE= 0.71" SEE DETAIL 2/R5.13 OUTFALL IE= 184.74 POND BOTTOM=183.94 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT 4'X4'X12" DEEP CLASS 50 RIP RAP, SEE DETAIL 1/R5.11 3' CURB BREAK ELEV=185.43 BELOW FLOW LINE) STA=35+86.11 SEE DETAIL P-300/R5.13 STRM MH 02 STA=36+00.00 (9.50' LT) RIM=185.82 IE IN=182.92 (12"W) IE IN=182.92 (12"N) IE IN=182.92 (12"S) IE OUT=182.72 (12"E) 36+00 38+00 39+00 DITCH INLET RIM = 184.23 BELOW BC BOTTOM) STA=38+78.92 (21.50' LT) IE OUT=183.64 SEE DETAIL 1/R5.13 FLOW CONTROL DITCH INLET RIM = 182.74 STA= 38+92.81 (38' LT) IE OUT=181.88 (12" S) ORIFICE= 0.67" SEE DETAIL 2/R5.13 OUTFALL IE= 183.54 POND BOTTOM=182.74 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT 4'X4'X12" DEEP CLASS 50 RIP RAP, SEE DETAIL 1/R5.11 3' CURB BREAK ELEV=184.23 BELOW FLOW LINE) STA=38+78.92 SEE DETAIL P-300/R5.13 STRM MH 03 STA=39+00.00 (9.50' LT) RIM=184.62 IE IN=181.82 (12"W) IE IN=181.82 (12"N) IE IN=181.82 (12"S) IE OUT=181.62 (12"E) 38+00 39+00 42+00 N2°16 541 10+00 11+00 4'X4'X12" DEEP CLASS 50 RIP RAPS, SEE DETAIL 1/R5.11 FLOW CONTROL DITCH INLET RIM = 181.45 STA= 10+72.45 (45.63' LT) IE OUT=180.45 (12" NE) ORIFICE= 1.06" SEE DETAIL 2/R5.13 POND BOTTOM=181.45 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT OUTFALL IE = 182.28 OUTFALL IE = 182.26 DITCH INLET RIM = 182.97 BELOW BC BOTTOM) STA=41+62.61 (30.22' LT) IE OUT=182.38 SEE DETAIL 1/R5.13 DITCH INLET RIM = 182.95 BELOW BC BOTTOM) STA=41+74.09 (32.49' LT) IE OUT=182.36 SEE DETAIL 1/R5.13 3' CURB BREAK ELEV=183.14 BELOW FLOW LINE) STA=41+62.61 SEE DETAIL P-300/R5.13 STRM MH 05 STA=10+71.19 (33.09' LT) RIM=184.58 IE IN=180.33 (12"S) IE IN=180.29 (12"W) IE IN=180.33 (12"E) IE OUT=180.13 (12"N) 3' CURB BREAK ELEV=183.12 BELOW FLOW LINE) STA=41+74.09 SEE DETAIL P-300/R5.13 42+00 16.72' 55.58' R=31.6' DITCH INLET RIM = 186.63 BELOW BC BOTTOM) STA=32+86.11 (21.50' LT) IE OUT=186.03 SEE DETAIL 1/R5.13 3' CURB BREAK ELEV=186.63 BELOW FLOW LINE) STA=32+86.11 SEE DETAIL P-300/R5.13 STORM MH 11 STA=32+86.11 (46.00' LT) RIM=187.64 IE IN=185.94 (8"S) IE OUT=185.74 (12"E) SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Issued As Delta Issue Date 222008500\DRAWINGS\CIVIL\PUBLIC\085-R4.11.DWG:R4.11 TP 12/06/22 09:01 1:10 R4.11 ROADWAY STORM FACILITY ENLARGEMENT PLANS TP RJH STORM FACILITY-EVERGREEN RD (STA. 10+50) 4 R4.11 STORM FACILITY-INDUSTRIAL RD (STA. 35+75) 2 R4.11 STORM FACILITY-INDUSTRIAL RD (STA. 34+80) 1 R4.11 STORM FACILITY-INDUSTRIAL RD (STA. 38+50) 3 R4.11 INDUSTRIAL RD INDUSTRIAL RD INDUSTRIAL RD INDUSTRIAL RD EVERGREEN RD PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- 12+00 13+00 DITCH INLET RIM = 184.00 BELOW BC BOTTOM) STA=12+50.00 (25.50' LT) IE OUT=183.40 W) SEE DETAIL 1/R5.13 FLOW CONTROL DITCH INLET RIM = 182.50 STA= 12+20 (42' LT) IE OUT=181.50 (12" E) ORIFICE= 0.85" SEE DETAIL 2/R5.13 OUTFALL IE = 183.30 POND BOTTOM=182.50 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT 4'X4'X12" DEEP CLASS 50 RIP RAP SEE DETAIL 1/R5.11 3' CURB BREAK ELEV=184.00 BELOW FLOW LINE) STA12+50.00 SEE DETAIL P-300/R5.13 STRM MH 06 STA=12+20.02 (13.50' LT) RIM=184.46 IE IN=179.68 (12"S) IE IN=179.68 (12"W) IE IN=179.68 (12"E) IE OUT=179.58 (12"N) 16+00 17+00 DITCH INLET RIM = 184.22 BELOW BC BOTTOM) STA=17+56.89 (25.50' LT) IE OUT=183.62 SW) SEE DETAIL 1/R5.13 OUTFALL IE = 183.52 POND BOTTOM=182.72 STORM FACILITY FOR ROADWAY DRAINAGE WITHIN CITY EASEMENT FLOW CONTROL DITCH INLET RIM = 182.72 STA=17+62 (43.50' LT) IE OUT=181.72 (12" E) ORIFICE= 0.88" SEE DETAIL 2/R5.13 4'X4'X12" DEEP CLASS 50 RIP RAP, SEE DETAIL 1/R5.11 3' CURB BREAK ELEV=184.22 BELOW FLOW LINE) STA=17+56.89 SEE DETAIL P-300/R5.13 STRM MH 07 STA=16+00.05 (11.15' LT) RIM=186.17 IE IN=178.87 (12"S) IE IN=178.87 (12"E) IE IN=179.68 (12"W) IE OUT=178.77 (12"N) SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN RD STORM FACILITY-EVERGREEN RD (STA. 16+50) 2 R4.12 R4.12 ROADWAY STORM FACILITY ENLARGEMENT PLANS TP RJH 222008500\DRAWINGS\CIVIL\PUBLIC\085-R4.11.DWG:R4.12 TP 12/07/22 08:08 1:10 STORM FACILITY-EVERGREEN RD (STA. 12+50) 1 R4.12 EVERGREEN RD PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.10.DWG:4230 TP 12/07/22 08:09 1:1 R5.10 TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.11.DWG:4230 TP 12/07/22 08:09 1:1 R5.11 CIVIL DETAILS TP RJH REVISION SCHEDULE Issued As Delta Issue Date PIPE OUTFALL - RIP RAP 1 R5.11 DITCH INLET- SECTION PROPOSED GRADE CURB BREAK DITCH INLET SIDEWALK LANDSCAPE 2 R5.11 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.12.DWG:4230 TP 12/07/22 08:09 1:1 R5.12 TP RJH REVISION SCHEDULE Issued As Delta Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.13.DWG:4230 TP 12/07/22 08:09 1:1 R5.13 CIVIL DETAILS TP RJH REVISION SCHEDULE Issued As Delta Issue Date KEYNOTES: 1. PRECAST CONCRETE CATCH BASIN WITH DITCH INLET TOP SECTION 2. WELDED STEEL FRAME AND GRATE: 2.5" x 3/8" SQ. EDGE FLAT BARS ON ENDS WITH 2.5" x 1/4" SQ. EDGE FLAT BARS IN BETWEEN, SET 3" O.C. 3. OUTLET PIPE SIZE AND INVERT PER PLAN INSTALL AS CLOSE AS PRACTICAL TO TOP OF PRECAST KNOCKOUT TO MAXIMIZE SUMP, UP TO 18" MAX NOTES: A. BOTTOM OF GRATE OPENING SHALL BE SET AT FLOWLINE OF DITCH, UNLESS NOTED OTHERWISE ON PLAN B. PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 C. PRECAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 D. PRECAST STRUCTURE SHALL CONFORM TO ODOT TYPE G-2 CATCH BASIN DESIGN W/DITCH INLET TOP E. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL F. CONTRACTOR SHALL VERIFY WITH LOCAL JURISDICTION IF GRATE IS REQUIRED TO BE LOCKED OR CHAIN TO GRATE AND INSTALL ADDITIONAL EQUIPMENT AS REQUIRED MATCH SLOPE (2:1 MAX) DITCH INLET 1 R5.13 KEYNOTES: 1. PRECAST CONCRETE CATCH BASIN WITH DITCH INLET TOP SECTION 2. WELDED STEEL FRAME AND GRATE: 2.5" x 3/8" SQ. EDGE FLAT BARS ON ENDS WITH 2.5" x 1/4" SQ. EDGE FLAT BARS IN BETWEEN, SET 3" O.C. 3. OUTLET PIPE SIZES, INVERTS, AND SLOPES. SEE SHEETS R4.11 AND R4.12 4. OVERFLOW SIZES AND ELEVATIONS. SEE R4.11 & R4.12 5. SHEAR GATE PER DETAIL 3/R5.13 6. ORIFICE SIZES AND ELEVATIONS. SEE SHEETS R4.11 AND R4.12 7. LIFT HANDLE FOR SHEAR GATE, SEE DETAIL 3/R5.13 8. 4" DIAMETER PERFORATED PIPE 9. SEE SHEETS R4.11 AND R4.12 NOTES: A. BOTTOM OF GRATE OPENING SHALL BE SET AT FLOWLINE OF DITCH, UNLESS NOTED OTHERWISE ON PLAN B. PRECAST SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 C. PRECAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 D. PRECAST STRUCTURE SHALL CONFORM TO ODOT TYPE G-2 CATCH BASIN DESIGN W/DITCH INLET TOP E. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL F. CONTRACTOR SHALL VERIFY WITH LOCAL JURISDICTION IF GRATE IS REQUIRED TO BE LOCKED OR CHAIN TO GRATE AND INSTALL ADDITIONAL EQUIPMENT AS REQUIRED FLOW CONTROL DITCH INLET 2 R5.13 3 R5.13 NOTES A. THE FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT: THE SHEAR GATE IS VISIBLE FROM THE TOP; THE CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE; THE FRAME IS CLEAR OF THE CURB (IF APPLICABLE) B. THE SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, DESIGNATION ZG32A; OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B C. THE LIFT HANDLE SHALL BE MADE OF SIMILAR METAL TO THE GATE (TO PREVENT GALVANIC CORROSION) D. A NEOPRENE RUBBER GASKET IS REQUIRED BETWEEN THE PIPE MOUNTING FLANGE AND THE GATE FLANGE E. INSTALL THE GATE SO THAT THE LEVEL-LINE IS LEVEL WHEN THE GATE IS CLOSED F. THE MATING SURFACES OF THE LID AND THE BODY SHALL BE MACHINED TO PROPER FIT G. ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL H. THE SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE I. ALTERNATIVE SHEAR GATE DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO PROCURING PRODUCT OR CONSTRUCTION ADJUSTABLE LOCK HOOK WITH 1"Ø ROD OR TUBING LIFT HANDLE ATTACHMENT 12" HOLES ON 103 8" BOLT CIRCLE LEVEL LINE (SEE NOTE 5) LIFT HANDLE SHEAR GATE PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- SHEET TITLE: JOB NO. SHEET: DRAWN BY: CHECKED BY: Client SPECHT DEVELOPMENT Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 REVISED CITY SUBMITTAL - 12/07/2022 ALL RIGHTS RESERVED MACKENZIE 2022 THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 222008500\DRAWINGS\CIVIL\PUBLIC\085-R5.14.DWG:R5.14 TP 12/07/22 08:05 1:1 R5.14 LANDSCAPE DETAILS TP NRF REVISION SCHEDULE Issued As Delta Issue Date FLOW NOTE: DOUBLE CHECK VALVE BACKFLOW PREVENTOR (BELOW GRADE) SCALE: NTS SPECIFIED VAULT. INSTALL FLUSH WITH FINISH GRADE LI-DETL-VALV-DCHK.DWG SPECIFIED BACKFLOW PREVENTION DEVICE GATE VALVE (LINE SIZE) SPECIFIED MAINLINE TO ZONES UNION EACH SIDE 6" MIN SUPPORT BLOCKS (TYP) BRICK OR CONCRETE BLOCK (TYP) 6-INCH PEA GRAVEL (MIN) CONCRETE THRUST BLOCK IRRIGATION SUPPLY FROM METER INSTALL BACKFLOW PREVENTOR PER CODE AND REQUIREMENTS OF PREVAILING JURISDICTIONS. 3 QUICK COUPLER VALVE LI-DETL-VALV-QCUP.DWG SCALE: NTS #4 X 24" REBAR WITH SS GEAR CLAMPS PVC SCH 40 ELL PVC MAINLINE PIPE VALVE BOX WITH COVER FINISH GRADE / TOP OF MULCH QUICK COUPLING VALVE PVC SCH 80 NIPPLE 3 4" WASHED GRAVEL, 3-INCH MIN DEPTH BRICK PVC SCH 80 NIPPLE PVC SCH 40 TEE OR ELL PVC SCH 40 STREET ELL 4 12" MIN. 18" MIN. 6" NOTES: 1. SNAKE ALL PVC PIPING IN TRENCHING 2. TIE LOOSE 3 FT LOOP IN ALL IRRIGATION WIRING AT CHANGES IN DIRECTION GREATER THAN 30 DEGREES. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 3. WHERE ELECTRICAL WIRING DOES NOT SHARE COMMON TRENCH, OVER EXCAVATE TRENCH 2 INCHES MIN AND BACKFILL WITH SPECIFIED BEDDING MATERIAL. 4. LOCATE ALL WIRING NOT IN COMMON TRENCHES ACCURATELY ON RECORD DRAWINGS. SPECIFIED BACKFILL SPECIFIED PIPE BEDDING LATERAL LINE MAIN LINE IRRIGATION TRENCHING (TYP) LI-DETL-GEN-TRENCH.DWG SCALE: NTS IRRIGATION WIRING SAND BACKFILL BY ELECTRICAL CONTRACTOR WHERE TRENCH IS COMMON 1 VARIES SEE NOTE VARIES 14" MIN. 6" 6" IRRIGATION SLEEVES LI-DETL-GEN-SLEEVE.DWG SCALE: NTS PAVING FILL AS SPECIFIED TRACE WIRE SCH 40 PVC SLEEVE SECTION AT PAVING SECTION AT WALLS NOTES: 1. SLEEVES TO BE TWICE DIAMETER OF LINE OR LINES PASSING THROUGH. 2. EXTEND IRRIGATION SLEEVE 6-INCHES BEYOND EDGE OF PAVING, EACH SIDE. 3. INSTALL SLEEVES AT SAME TIME AS WALL OR PAVING INSTALLATION. 4. INSTALL PIPE IN SLEEVE BEFORE BACKFILLING AND CAP BOTH ENDS WITHOUT GLUE. WALL SLEEVE FINISHED GRADE SCHEDULE 80 PVC, SIZE AS SPECIFIED MIN DEPTH OF PIPE MAINLINE 18" LATERAL AT PAVING 14" AT DRIVING SURFACE 24" 2 NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH FINISH GRADE OR THE TOP OF MULCH 3. RWS-M SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS-M-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-M-B-1401: 0.25 GPM (0,95 L/M) RWS-M-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS-M-B-1402: 0.5 GPM (1,9 L/M), 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS-M HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. R 1 FINISH GRADE/TOP OF MULCH 1 2 ROOT WATERING SYSTEM: RAIN BIRD RWS-M 2 3 1/2" (1.3 cm) SPIRAL BARB FITTING (INCLUDED) 3 4 1/2" (1.3 cm) SWING ASSEMBLY: RAIN BIRD SA-125050 OR 1/2" (1.3 cm) SWING PIPE: RAIN BIRD SP SERIES WITH 1/2" (1.3 cm) MALE NPT x 0.490" BARB ELBOW: RAIN BIRD SBE-050 4 5 PVC SCH 40 TEE OR EL 5 6 PVC OR POLYETHYLENE LATERAL PIPE 6 7 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 7 8 4" (10.2 cm) WIDE x 18" (45.7 cm) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 8 9 PLANT ROOT BALL 9 A-RWS-S TREE INSTALLATION NOT TO SCALE FX-IR-RB-DRIP-15 5 PLANNING COMMISSION DISTRIBUTION SET 12/10/22 PLANNING COMMISSION DISTRIBUTION SET 12/20/22