Document Woodburn_doc_e937d8fe88

7 NV5 703 BROADWAY STREET, SUITE 650 VANCOUVER, WA 98660 TELEPHONE: [PHONE REDACTED] CONTACT: NICK PAVEGLIO EMAIL: [EMAIL REDACTED] GEOTECHNICAL ENGINEER LANDSCAPE ARCHITECT MACKENZIE 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 TELEPHONE: [PHONE REDACTED] LA ARCHITECT: ANDREW SCHNEIDER CONTACT: ANDREW SCHNEIDER EMAIL: SPECHT PROPERTIES INC 10260 SW GREENBURG RD, SUITE 170 PORTLAND, OR 97223 TELEPHONE: [PHONE REDACTED] CONTACT: PETER SKEI EMAIL: OWNER PERLO CONSTRUCTION 11450 SW AMU STREET TUALATIN, OR 97062 TELEPHONE: [PHONE REDACTED] CONTACT: CHRIS MCINROE EMAIL: [EMAIL REDACTED] GENERAL CONTRACTOR NORTHWEST SURVEY 1815 NW 169TH PLACE, SUITE 2090 BEAVERTON, OR 97006 TELEPHONE: [PHONE REDACTED] CONTACT: CLINT STUBBS EMAIL: SURVEY CONSULTANT MACKENZIE 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 TELEPHONE: [PHONE REDACTED] ARCHITECT: SCOTT MOORE CONTACT: RYAN WESTON EMAIL: ARCHITECT STRUCTURAL ENGINEER CIVIL ENGINEER MACKENZIE 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 TELEPHONE: [PHONE REDACTED] ENGINEER: NICOLE BURRELL CONTACT: NICOLE BURRELL EMAIL: MACKENZIE 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 TELEPHONE: [PHONE REDACTED] ENGINEER: TBD CONTACT: TBD EMAIL: TBD 0 GRIDLINE DETAIL REFERENCE MARK A101 1 SIM DETAIL # CATEGORY SUB-CATEGORY SHEET # OPT. NOTE KEYNOTE DIVISION # NOTE # 1 REVISION # REVISION MARK REVISION CLOUD SYMBOLS AND REFERENCES TRUE NORTH PROJECT NORTH NORTH ARROW BUILDING AREA: 513,193 SF CLEAR HEIGHT: 36' CLEAR DOCK DOORS: 100 POSITIONS DRIVE IN DOORS: 4 POSITIONS PROJECT INFORMATION WOODBURN I-5 I-5 HW 99E HW 99E HUBBARD GERVAIS HW 214 HW 211 HW 219 PROJECT SITE MACKENZIE ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION SHEET JOB NO. SHEET TITLE: CHECKED BY: DRAWN BY: Project © Client 6/13/2022 7:39:50 AM Autodesk Docs://Weisz Property: 500ksf Spec Industrial/085-Weisz Property-V20-A.rvt As indicated G0.01 TITLE SHEET AND DRAWING INDEX JP SJM SPECHT DEVELOPMENT 2220085.00 2022 10260 SW GREENBURG RD PORTLAND, OR 97223 PUBLIC IMPROVEMENT SET 6-10-2022 WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL ARCHITECTURAL DRAWINGS A1.11 OVERALL FLOOR PLAN A1.12 ENLARGED FLOOR PLAN-NW A1.13 ENLARGED FLOOR PLAN-NE A1.14 ENLARGED FLOOR PLAN-SE A1.15 ENLARGED FLOOR PLAN-SW A1.20 OVERALL ROOF PLAN A2.10 BUILDING ELEVATIONS A2.11 BUILDING ELEVATIONS A3.10 BUILDING SECTIONS A3.11 SITE SECTIONS & SHADOW PLANS A1.11A OVERALL FLOOR PLAN A2.10A BUILDING ELEVATIONS A2.11A BUILDING ELEVATIONS A2.12A BUILDING ELEVATIONS A1.11B OVERALL FLOOR PLAN A2.10B BUILDING ELEVATIONS A2.11B BUILDING ELEVATIONS A3.20 WALL SECTIONS A3.21 WALL SECTIONS A4.10 ENLARGED ENTRY PLANS A4.11 ENLARGED ENTRY PLANS A5.10 EXTERIOR DETAILS A5.11 EXTERIOR DETAILS A5.13 EXTERIOR DETAILS A5.14 EXTERIOR DETAILS A5.21 INTERIOR DETAILS A3.12 STAIR PLANS AND SECTIONS A5.12 EXTERIOR DETAILS DRAWING INDEX G0.01 TITLE SHEET AND DRAWING INDEX G1.10 CODE ANALYSIS CIVIL DRAWINGS C1.10 SITE PLAN C1.11 NW SITE PLAN C1.12 NE SITE PLAN C1.13 SW SITE PLAN C1.14 SE SITE PLAN C1.20 OVERALL GRADING PLAN C1.21 NW GRADING PLAN C1.22 NE GRADING PLAN C1.23 SW GRADING PLAN C1.24 SE GRADING PLAN C1.30 OVERALL UTILITY PLAN C1.31 NW UTILITY PLAN C1.32 NE UTILITY PLAN C1.33 SW UTILITY PLAN C1.34 SE UTILITY PLAN C1.40 FIRE ACCESS PLAN EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET EC2.0 ESCP CLEARING AND DEMOLITION PLAN EC3.0 ESCP MASS GRADING AND STABILIZATION PLAN EC4.0 ESCP UTILITY CONSTRUCTION PLAN EC5.0 ESCP VERTICAL CONSTRUCTION PLAN EC6.0 EROSION AND SEDIMENT CONTROL DETAILS C1.10A SITE PLAN CA1.30A UTILITY PLAN CA.40A FIRE ACCESS PLAN C1.10B FIRE ACCESS PLAN C1.30B SITE PLAN C1.40A FIRE ACCESS PLAN C5.10 CIVIL CONSTRUCTION DETAILS C5.11 CIVIL CONSTRUCTION DETAILS LANDSCAPE DRAWINGS L0.01 LANDSCAPE GENERAL INFORMATION L1.10 PLANTING PLAN L1.11 PLANTING PLAN L1.12 PLANTING PLAN L1.13 PLANTING PLAN L0.01A LANDSCAPE GENERAL INFORMATION L1.10A PLANTING PLAN L1.11A PLANTING PLAN L1.12A PLANTING PLAN L1.13A PLANTING PLAN L1.14A PLANTING PLAN L1.15A PLANTING PLAN L1.16A PLANTING PLAN L1.17A PLANTING PLAN L0.01B LANDSCAPE GENERAL INFORMATION L1.10B PLANTING PLAN L1.11B PLANTING PLAN L1.12B PLANTING PLAN L1.13B PLANTING PLAN L1.14B PLANTING PLAN L1.15B PLANTING PLAN L1.16B PLANTING PLAN L1.17B PLANTING PLAN L5.10 PLANTING DETAILS WEISZ 50 ACRE SITE DEFERRED SUBMITTALS • FIRE ALARM (DESIGN BUILD) • FIRE SPRINKLER (DESIGN BUILD) • MECHANICAL (DESIGN BUILD) • ELECTRICAL (DESIGN BUILD) • PLUMBING (DESIGN BUILD) • MHE EQUIPMENT & RACKING PROJECT DESCRIPTION TBD A. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES CONVEY DESIGN INTENT. THE PROJECT INTENT IS TO PROVIDE FOR A COMPLETE, WORKING SYSTEM. B. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE EDITION, AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. C. VERIFY AND CONFIRM ALL CONDITIONS, DIMENSIONS, AND LAYOUT INFORMATION PRIOR TO START OF CONSTRUCTION. NOTIFY MACKENZIE OF ANY DISCREPANCIES PRIOR TO START OF WORK. ANY CORRECTION WORK REQUIRED AS A RESULT OF NOT REPORTING SUCH DISCREPANCIES SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. D. CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS OF THE ENTIRE WORK. INCONSISTENCIES IN THE PLANS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF MACKENZIE. E. REFER TO ENLARGED PLANS AND ELEVATIONS WHERE INDICATED FOR ADDITIONAL INFORMATION. ENLARGED PLANS TAKE PRECEDENCE OVER PLANS OF SMALLER SCALE, AND DETAILS TAKE PRECEDENCE OVER PLANS. IN THE CASE OF A CONFLICT, THE HIGHEST COST OPTION SHOULD BE PRICED. F. DETAIL REFERENCES SHALL BE APPLIED TO ALL INSTANCES WHERE THE SAME CONDITIONS OCCUR, UNLESS NOTED OTHERWISE. G. THE TERMS “ABOVE FINISH FLOOR” (AFF) AND “FINISH FLOOR ELEVATION” (FFE) REFER TO FINAL FINISHED FLOOR ELEVATION, WHETHER BUILT-UP SLAB, COMPOSITE DECK, OR RAISED ACCESS FLOOR. H. DO NOT SCALE DRAWINGS. I. CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD. J. FINISH FLOOR ELEVATION OF 0'-0” = 273.00' AS INDICATED ON CIVIL DRAWINGS. K. SAVE AND RECYCLE DEMOLITION DEBRIS AS APPLICABLE. ALL DEMOLISHED OR REMOVED EXISTING MATERIAL SHALL BE LEGALLY DISPOSED. COORDINATE WITH CITY OF VANCOUVER REQUIREMENTS FOR RECYCLING/RE-USE OF DEMOLITION DEBRIS. L. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR WORK. THE CONTRACTOR WILL COORDINATE CLEAN UP OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, INCLUDING THE INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR OCCUPANCY BY TENANT. M. ALL DESIGN-BUILD ITEMS, SYSTEMS, AND ELEMENTS ARE TO BE SUBMITTED FOR REVIEW AND APPROVED BY MACKENZIE. N. EXISTING MATERIAL NOTED TO BE RETURNED TO THE OWNER SHALL BE SAFELY STORED AND PROTECTED UNTIL IT IS REMOVED FROM THE SITE BY THE OWNER PROJECT GENERAL NOTES • STAIRS (DESIGN BUILD) • OPEN WEB JOISTS AND GIRDERS • STOREFRONT SYSTEM AND ATTACHMENT • ATTACHMENT OF MECHANICAL UNITS TO SUPPORTS NOTE: DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS / COMPONENTS. THESE SYSTEMS / COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY. THEY ARE NOT INTENDED TO REPRESENT FINAL / CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO MACKENZIE FOR REVIEW PRIOR TO SUBMITTAL TO CITY OF RIDGEFIELD WASHINGTON GEOTECHNICAL REPORT TBD 1 1/2" = 1'-0" G0.01 2 VICINITY MAP 1" = 160'-0" G0.01 1 SITE PLAN INT INTERIOR INSP INSPECTION / INSPECTOR WWF WELDED WIRE FABRIC IF INSIDE FACE WP WORK POINT ID INSIDE DIAMETER WF WIDE FLANGE BEAM IBC INTERNATIONAL BUILDING CODE WD WOOD HWS HEADED WELD STUD W/O WITHOUT HVAC HEATING, VENTILATION, & AIR CONDITIONING W/ WITH HORIZ HORIZONTAL VRFY VERIFY HDR HEADER VIF VERIFY IN FIELD HCM HOLLOW CLAY MASONRY VERT VERTICAL GLB GLULAM BEAM UON / UNO UNLESS OTHERWISE NOTED GL GLULAM TYP TYPICAL GALV GALVANIZED TS TUBE STEEL GA GAUGE TRANS / TRANSV TRANSVERSE FTG FOOTING TN TOE NAIL FT FEET / FOOT TL TOTAL LOAD FS FAR SIDE THK THICK / THICKNESS FOW FACE OF WALL T/ TOP OF FND FOUNDATION T&B TOP & BOTTOM FLR FLOOR STIFF STIFFENER FIN FINISH(ED) STD STANDARD FB FLAT BAR STAGG STAGGERED F/ FACE OF SPEC(S) SPECIFICATION EXT EXTERIOR SP SPACE EXP JT / EJ EXPANSION JOINT SOG SLAB ON GRADE EXIST / ( E ) EXISTING SMS SHEET METAL SCREW EW EACH WAY SLV SHORT LEG VERTICAL ES EACH SIDE SLRS SEISMIC LOAD RESISTIVE SYSTEM EQ EQUAL SIM SIMILAR ENGR ENGINEER SHTG / SHT'G SHEATHING EN EDGE NAIL(ING) SFRS SEISMIC FORCE RESISTING SYSTEM ELEV ELEVATION SCHED SCHEDULE ELECT ELECTRICAL REV REVISION EIFS EXTERIOR INSULATED FINISH SYSTEM REQ / REQD REQUIRED EFF EFFECTIVE REINF REINFORCING EF EACH FACE REF REFERENCE EA EACH PT PRESSURE TREATED E/ EDGE OF PSL PARALLEL STRAND LUMBER DWG DRAWING PSI POUNDS PER SQUARE INCH DL DEAD LOAD PSF POUNDS PER SQUARE FOOT DIM DIMENSION PS POUR STRIP DIAPH DIAPHRAGM PNL PANEL DIA / Ø DIAMETER / PLY PLYWOOD DFL DOUGLAS FIR/LARCH PLB PARALLAM BEAM DET / DTL DETAIL PLATE DC DEMAND CRITICAL WELD PJ PANEL JOINT DBL DOUBLE PDA POWDER DRIVEN ANCHOR DBA DEFORMED BAR ANCHOR OWWJ OPEN WEB WOOD JOIST d PENNY (NAILS) OPP OPPOSITE CTR / CNTR CENTER OPNG OPENING COORD COORDINATE OH OPPOSITE HAND CONT CONTINUOUS OF / OSF OUTSIDE FACE CONTR CONTRACTOR CONST JOINT CONSTRUCTION JOINT OD OUTSIDE DIAMETER CONN CONNECTION OC ON CENTER CONC CONCRETE NTS NOT TO SCALE COL COLUMN NTE NOT TO EXCEED CMU CONCRETE MASONRY UNIT NS NEAR SIDE CLR CLEAR NOM NOMINAL CENTER LINE NO. / # NUMBER CJ CONTROL OR CONTRACITON JOINT NIC NOT IN CONTRACT CIP CAST-IN-PLACE NEW CFS COLD FORMED STEEL MTL METAL BTWN BETWEEN MISC MISCELLANEOUS BRG BEARING MIN MINIMUM BOTT BOTTOM MFR/ MANUF. MANUFACTURER BN BOUNDARY NAIL(ING) MECH MECHANICAL BM BEAM MB MACHINE BOLT BLKG BLOCKING MAX MAXIMUM BLDG BUILDING MATL MATERIAL BE BOUNDARY ELEMENT MAS MASONRY B/ BOTTOM OF LVL LAMINATED VENEER LUMBER ATR ALL-THREAD ROD LSL LAMINATED STRAND LUMBER ARCH ARCHITECT(URAL) LONG LONGITUDINAL APPROX APPROXIMATE LLV LONG LEG VERTICAL ALT ALTERNATE LLH LONG LEG HORIZONTAL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LL LIVE LOAD AFF ABOVE FINISH FLOOR L ANGLE AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL KSI KIPS PER SQUARE INCH ADDL ADDITIONAL KSF KIPS PER SQUARE FOOT ACI AMERICAN CONCRETE INSTITUTE KN KEYNOTE AB ANCHOR BOLT K KIPS @ AT JST JOIST ABBREVIATIONS ROAD DRAWINGS 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 DETAILS-STACY ALLISON WAY AND INDUSTRIAL RD R0.15 DITCH SECTION DETAIL 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-STREET AND STORM-START TO STA 12+00 R1.21 EVERGREEN RD-STREET AND STORM-STA 12+00 TO STA 16+60 R1.22 EVERGREEN RD-STREET AND STORM STA 16+60 TO END R2.10 STACY ALLISON WAY-STREET AND STORM- START TO STA 43+50 R2.11 STACY ALLISON WAY-STREET AND STORM-STA 43+50 TO STA 47+50 R2.12 STACY ALLISON WAY-STREET AND STORM- STA 47+50 TO END R2.13 INDUSTRIAL RD-STREET AND STORM- 21+75 TO STA 26+75 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 R2.20 STACY ALLISON WAY-WATER START TO STA 43+50 (FUTURE) R2.21 STACY ALLISON WAY-WATER-STA 43+50 TO STA 47+50 (FUTURE) R2.22 STACY ALLISON WAY-WATER-STA 47+50 TO END (FUTURE) R2.23 INDUSTRIAL RD-SANITARY AND WATER-21+75 TO STA 26+75 (FUTURE) 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 DETAIL 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 REVISION SCHEDULE Delta Issued As Issue Date PLANNING COMMISSION DISTRIBUTION SET 12/20/22 CIVIL DRAWINGS C0.01 CIVIL GENERAL V1.10 EXISTING CONDITION C5.10 CIVIL CONSTRUCTION DETAILS C5.11 CIVIL CONSTRUCTION DETAILS C5.12 CIVIL CONSTRUCTION DETAILS C1.25 ACCESSIBLE GRADING PLAN C1.26 ACCESSIBLE GRADING PLAN C1.30 OVERALL UTILITY PLAN C1.31 NW UTILITY PLAN C1.32 NE UTILITY PLAN C1.33 SW UTILITY PLAN C1.34 SE UTILITY PLAN C1.40 FIRE ACCESS PLAN EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET EC2.0 ESCP CLEARING AND DEMOLITION PLAN EC3.0 ESCP MASS GRADING AND STABILIZATION PLAN EC4.0 ESCP UTILITY CONSTRUCTION PLAN EC5.0 ESCP VERTICAL CONSTRUCTION PLAN EC6.0 EROSION AND SEDIMENT CONTROL DETAILS 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 L0.01 LANDSCAPE GENERAL INFORMATION AND KEY PLAN L1.10 PLANTING PLAN NORTHWEST L1.11 PLANTING PLAN NORTHEAST L1.12 PLANTING PLAN SOUTHEAST L1.13 PLANTING PLAN SOUTHWEST L2.10 IRRIGATION PLAN NORTHEAST L2.11 IRRIGATION PLAN SOUTHEAST L2.12 IRRIGATION PLAN SOUTHWEST L2.13 IRRIGATION PLAN NORTHWEST L5.10 PLANTING DETAILS L5.11 IRRIGATION DETAILS A1.20 OVERALL ROOF PLAN A2.10 BUILDING ELEVATIONS A2.11 BUILDING ELEVATIONS A3.10 BUILDING SECTIONS A3.11 SITE SECTIONS & SHADOW PLANS A5.13 EXTERIOR DETAILS A5.30 MONUMENT SIGN DETAILS ELECTRICAL DRAWINGS E0.01 SITE PHOTOMETRIC PLAN PLANNING COMMISSION DISTRIBUTION SET 12/20/22 ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 222008500\DRAWINGS\CIVIL\085-C0.01.DWG NKB 12/15/22 08:39 1:1 C0.01 CIVIL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS NKB MWB 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 TREE CONTROL MANHOLE DRYWELL FIRE DEPARTMENT CONNECTION FIRE HYDRANT WATER BLOWOFF/AIR RELEASE WATER METER WATER VALVE BACKFLOW PREVENTOR WATER VAULT MONITORING WELL STORM/SANITARY MANHOLE STORM SEWER CATCH BASIN SANITARY CLEAN OUT GAS VALVE GAS METER SIGN MAIL BOX FOUND SURVEY MONUMENT GUY WIRE ANCHOR UTILITY POLE HVAC UNIT POWER VAULT ELECTRICAL METER POWER JUNCTION BOX POWER TRANSFORMER LIGHT POLE TELEPHONE/TELEVISION VAULT TELEPHONE/TELEVISION JUNCTION BOX TELEPHONE/TELEVISION RISER SIGNAL JUNCTION BOX BOLLARD ADA COMPLIANT CURB RAMP SLOPE ARROW SLOPE ARROW POST INDICATOR VALVE W W M TR TFR SGB T EB S P WAT D PWR OHW TEL GAS STM SAN WAT X X WBO GV EM FDC WTB TS TV WDC WV SC GM MB AC LEGEND ABBREVIATIONS CENTER LINE PROPERTY LINE AC ASPHALT CONCRETE AHJ AUTHORITY HAVING JURISDICTION AWWA AMERICAN WATER WORKS ASSOCIATION BC BOTTOM OF CURB BCR BEGIN CURB RETURN BMP BEST MANAGEMENT PRACTICE BS BOTTOM OF STEP BW BACK OF WALK C COMPACT CB CATCH BASIN CI CAST IRON CIP CAST IN PLACE CO CLEANOUT CONC CONCRETE CLR CLEAR CVR COVER DI DUCTILE IRON DW DOMESTIC WATER ECR END CURB RETURN ELEV ELEVATION EP EDGE OF PAVEMENT ESC EROSION/SEDIMENT CONTROL EW EACH WAY EX EXISTING FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FG FINISHED GRADE FH FIRE HYDRANT FI FIELD INLET FL FLOWLINE FW FIRE WATER/FACE OF WALL G/GUT GUTTER LINE GB GRADE BREAK H ACCESSIBLE STALL HDPE HIGH-DENSITY POLYETHYLENE HMA HOT MIX ASPHALT IE INVERT ELEVATION LT LEFT ME MATCH EXISTING MH MANHOLE MJ MECHANICAL JOINT NTS NOT TO SCALE OC ON CENTER ODOT OREGON DEPARTMENT OF TRANSPORTATION OSHA OREGON STATE HEALTH AUTHORITY OSSC OREGON STATE SPECIFICATIONS FOR CONSTRUCTION PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCCP PORTLAND CEMENT CONCRETE PAVING PR PROPOSED PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RD ROOF DRAIN ROW RIGHT OF WAY RSGV RESILIENT SEAT GATE VALVE RT RIGHT S STANDARD SAN SANITARY SEWER STA STATION STM STORM DRAIN SW SIDEWALK TC TOP OF CURB TH THRESHOLD TS TOP OF STEP TW TOP OF WALL TYP TYPICAL WC WHEELCHAIR REVISION SCHEDULE Issued As Delta Issue Date GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS AND REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC WORKS 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 ITS 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. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY REQUIRES A PUBLIC WORKS PERMIT SEE SEPARATE PLAN SET 7. CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH AS-BUILT PLANS AT LEAST 2 WEEKS PRIOR TO REQUESTING AGENCY SIGN OFF ON PERMITS FOR OCCUPANCY 8. CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT SITE DEMOLITION NOTES 1. COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONS AND SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC 2. INSTALL EROSION CONTROL MEASURES AND TEMPORARY FENCING PRIOR TO ANY DEMOLITION ACTIVITIES 3. MITIGATE DUST POLLUTION DUE TO DEMOLITION ACTIVITIES 4. PROTECT ALL EXISTING STRUCTURES, UTILITIES, LANDSCAPE AND OTHER ELEMENTS THAT ARE NOT DESIGNATED FOR REMOVAL. ANY DAMAGE TO EXISTING IMPROVEMENTS NOT DESIGNATED FOR REMOVAL SHALL BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE 5. DO NOT BEGIN REMOVAL UNTIL ITEMS TO BE SALVAGED OR RELOCATED HAVE BEEN REMOVED AS NOTED. IF REMOVED GRAVEL OR PAVEMENT MATERIALS ARE TO BE RECYCLED OR REUSED, PREVENT CONTAMINATION OF THESE MATERIALS FROM TOPSOIL OR OTHER DELETERIOUS MATERIAL 6. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH AFFECTED UTILITY COMPANIES, OBTAIN ALL REQUIRED PERMITS, NOTIFY THEM PRIOR TO STARTING WORK, AND COMPLY WITH THEIR REQUIREMENTS. ADDITIONAL REMOVALS MAY BE REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE CONTRACTOR SHALL CONFIRM ACCORDINGLY PRIOR TO BID. ACCURATELY RECORD ACTUAL LOCATIONS OF CAPPED AND ACTIVE UTILITIES FOR AS-BUILT PURPOSES AND SUPPLY TO OWNER AND ARCHITECT/ENGINEER OF RECORD 7. DEMOLISH AND REMOVE ALL NON-BUILDING SITE STRUCTURES AND ASSOCIATED FEATURES (APPURTENANCES) AS SHOWN. WITHIN AREA OF NEW CONSTRUCTION, REMOVE DESIGNATED WALLS AND FOOTINGS TO 2 FEET MINIMUM BELOW FINISHED GRADE. DEMOLISH ALL PAVED AREAS DESIGNATED FOR REMOVAL DOWN TO NATIVE SUBGRADE 8. 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 (E.G. PROTECTED TREES) 9. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING DEMOLITION, STOP WORK AND IMMEDIATELY NOTIFY THE OWNER AND ARCHITECT/ENGINEER OF RECORD GRADING NOTES 1. ROUGH GRADING: ROUGH GRADE TO ALLOW FOR DEPTH OF BUILDING SLABS, PAVEMENTS, BASE COURSES, AND TOPSOIL PER DETAILS AND SPECIFICATIONS 2. FINISH GRADING: BRING ALL FINISH GRADES TO 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 6 INCHES BELOW BUILDING FINISHED FLOORS WHERE ABUTTING BUILDINGS, 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 TRADES HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES 3. EXCAVATION: EXCAVATE FOR SLABS, 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 AUTHORITIES HAVING 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, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE ENGINEER AND/OR AUTHORITIES HAVING 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 AND BUILDING ENTRANCES, PRIOR TO CONSTRUCTION 8. ACCESSIBLE PARKING SPACES AND LOADING ZONES SHALL BE CONSTRUCTED AT 2% MAXIMUM SLOPE IN ALL DIRECTIONS 9. PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES SHALL BE CONSTRUCTED AT AND 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM LONGITUDINAL SLOPE (8.33% FOR DESIGNATED RAMPS) UTILITY NOTES 1. ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF THE STATE PLUMBING AND BUILDING CODES WITH LOCAL AMENDMENTS AS APPLICABLE ALONG WITH ANY ADDITIONAL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 2. 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 WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING (POTHOLING), PROVIDING SUCH IS PERMITTED BY THE AUTHORITIES HAVING JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 3. NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. PROVIDE CLEANOUTS PER DETAIL AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT EDITION OF THE STATE PLUMBING CODE (E.G. UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1101.13). 4. ALL SANITARY AND STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE FITTINGS, UNLESS OTHERWISE NOTED 5. ALL DOWNSPOUT LEADERS TO BE 6 INCHES AT 2.0% MINIMUM UNLESS NOTED OTHERWISE 6. IF APPLICABLE, PROVIDE 2 INCH PVC DRAIN LINE FROM DOMESTIC WATER METER VAULT AND BACKFLOW PREVENTER VAULT TO THE DOUBLE DETECTOR CHECK VALVE (FIRE) VAULT. PROVIDE 1/3 HP SUMP PUMP AT BASE OF FIRE VAULT AND INSTALL 2 INCH PVC DRAIN LINE WITH BACKFLOW VALVE FROM SUMP PUMP TO DAYLIGHT AT NEAREST CURB. FURNISH 3/4 INCH DIAMETER CONDUIT FROM BUILDING ELECTRICAL ROOM TO FIRE VAULT FOR SUMP PUMP ELECTRICAL SERVICE. NOTE: COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR FLOW SENSOR INSTALLATION AND CONDUIT REQUIREMENTS 7. PREFABRICATED PLUMBING PRODUCTS USED SHALL BE LISTED ON THE IAPMO R&T PRODUCT LISTING DIRECTORY (pld.iapmo.org). ALL SUBMITTALS FOR REVIEW SHALL BE ACCOMPANIED BY MANUFACTURER'S LITERATURE CLEARLY STATING THIS CERTIFICATION AND/OR THE PRODUCT LISTING CERTIFICATE FROM THE IAPMO DIRECTORY WEBSITE 8. IF APPLICABLE, CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER. SEE LANDSCAPE PLANS AND SPECIFICATIONS 9. SEE BUILDING PLUMBING DRAWINGS FOR PIPING WITHIN THE BUILDING AND UP TO 5 FEET OUTSIDE THE BUILDING, INCLUDING ANY FOUNDATION DRAINAGE PIPING 10. CONTRACTOR TO MAINTAIN MINIMUM 3 FEET OF COVER OVER ALL UTILITY PIPING AND CONDUITS, UNLESS NOTED OTHERWISE CONTRACTOR TO MAINTAIN MINIMUM 4 FEET OF COVER OVER ALL WATERLINES. 11. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE TO VERIFY THE LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES 12. CONTRACTOR SHALL SCOPE ALL PRIVATE ONSITE GRAVITY SYSTEM LINES THAT ARE BEING CONNECTED TO FOR PROPOSED SERVICE. SCOPING SHALL OCCUR A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION AND THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES WITH AS-BUILT RECORDS/SURVEY FINDINGS OR IF THE EXISTING UTILITIES ARE DAMAGED OR SHOW SIGNS OF SIGNIFICANT DETERIORATION. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH VIDEO RECORDS, ALONG WITH A SKETCH IF THE LOCATIONS DIFFER FROM AS-BUILT PLANS OR SURVEY FINDINGS 13. 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 14. PIPE SHOWN ON PLANS ARE TWO DIMENSIONAL AND MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE 15. MANHOLE RIM ELEVATIONS SHOWN ON PLANS REFERENCE THE CENTER OF THE STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONCILING LIDS/GRATES/ETC TO THE SLOPES OF THE SITE GRADING 16. MANHOLE OR VAULT RIM ELEVATIONS SHALL BE SET FLUSH IN PAVEMENT AREAS AND 3-4 INCHES ABOVE GRADE IN LANDSCAPE AREAS. RIMS IN PAVEMENT AREAS SHALL BE H-20 TRAFFIC RATED SITE WORK NOTES 1. ALL CURB RADII TO BE 3 FEET UNLESS NOTED OTHERWISE 2. STAIR RISERS AND TREADS SHALL BE CONFORMANT WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT EDITION OF THE STATE BUILDING CODE (E.G. INTERNATIONAL BUILDING CODE, CHAPTER 10, SECTION 1011.5) 3. WHEREVER A PEDESTRIAN WALKING PATH IS WITHIN 36 INCHES OF A VERTICAL DROP OF 30 INCHES OR GREATER, GUARDRAIL SHALL BE INSTALLED CONFORMANT WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT EDITION OF THE STATE BUILDING CODE (E.G. INTERNATIONAL BUILDING CODE, CHAPTER 10, SECTION 1015) 4. PAVEMENTS WITH DEPRESSIONS OR BIRD BATHS, UNCONTROLLED CRACKS WHICH ARE VISIBLE WITHOUT MAGNIFICATION, AND/OR BONY OR OPEN GRADED SURFACES (EXCEPTING POROUS PAVEMENTS) WILL BE CONSIDERED UNACCEPTABLE. CONTRACTOR SHALL REVIEW PAVEMENT REPAIR OR REPLACEMENT ALTERNATIVES WITH THE OWNER AND ENGINEER PRIOR TO CONDUCTING THE REPAIR WORK. 11/C5.10 ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © EXISTING CONDITIONS PLAN 1 V1.10 INTERSTATE HIGHWAY 5 222008500\DRAWINGS\CIVIL\085-V1.10.DWG NKB 12/15/22 08:39 1:60 V1.10 EXISTING CONDITIONS PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © OVERALL SITE PLAN 1 C1.10 SITE DATA AREA (SF) AREA (AC) COVERAGE GROSS PROPERTY AREA 1,288,095 29.57 DEDICATION PROPERTY AREA 93,768 2.15 NET PROPERTY AREA 1,194,327 27.42 EXISTING WETLAND AREA 3,341 0.08 NET DEVELOPMENT AREA 1,190,986 27.34 BUILDING AREA 513,193 11.78 43.09% PAVED AREA 486,843 11.18 40.88% IMPERVIOUS AREA (BUILDING + PAVED AREA) 1,000,036 22.96 83.97% LANDSCAPE AREA 190,950 4.38 16.03% PAVED PARKING/LOADING/CIRCULATION AREA 466,061 10.70 PARKING AREA LANDSCAPE 51,177 1.17 10.98% PARKING DATA TYPE PROVIDED STANDARD 431 COMPACT - - ACCESSIBLE: STANDARD 7 ACCESSIBLE: WHEELCHAIR 2 TOTAL PARKING 440 PARKING RATIO 0.86 SPACES / 1000 SF OF BLDG BIKE 20 TRAILER PARKING 102 PROPOSED BUILDING 513,193 SF INTERSTATE HIGHWAY 5 STORM FACILITY STORM FACILITY EVERGREEN ROAD *222008500* C:\TEMP\ACPUBLISH_3020\085-C1.10.DWG NKB 12/15/22 08:38 1:60 C1.10 OVERALL SITE PLAN AOC, SAO NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PAVEMENT LEGEND PRIVATE WELL SERVING SOUTHERN PROPERTY, RELOCATED BY OTHERS PRIOR TO CONSTRUCTION WETLANDS CONCRETE DOCKS: 7 INCH NON-REINFORCED CONCRETE ON 6 INCH AGGREGATE BASE AT THE LOADING DOCKS DOLLY PADS: 7 INCH NON-REINFORCED CONCRETE ON 4 INCH AGGREGATE BASE HEAVY DUTY ASPHALT: · 5.5 INCH AC WITH 14 INCH BASE AND SUBGRADE GEOTEXTILE OR · 5.5 INCH AC WITH 4 INCH BASE AND 16 INCH CEMENT AMENDED SUBBASE LIGHT DUTY ASPHALT: · 4.5 INCH AC OVER 14 INCH BASE AND SUBGRADE GEOTEXTILE OR · 4.5 INCH AC OVER 4 INCH BASE OVER 14 INCH CEMENT AMENDED SUBBASE CAR PARKING ASPHALT: · 3 INCH AC WITH 9 INCH AGGREGATE BASE AND SUBGRADE GEOTEXTILE OR · 3 INCH AC WITH 4 INCH BASE AND 12 INCH CEMENT AMENDED SUBBASE CAR TRAVEL ASPHALT: · 4 INCH AC WITH 9 INCH AGGREGATE BASE AND SUBGRADE GEOTEXTILE OR · 4 INCH AC WITH 4 INCH BASE AND 12 INCH CEMENT AMENDED SUBBASE SIDEWALK: 5' (MIN) WIDE x 4" THICK CONCRETE AND BROOM FINISHED WITH TOOLED CONTROL JOINTS INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STACY ALLISON WAY WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 570' 889' 732' 720' 732' 504' STORM FACILITY 884' STORM FACILITY PROPOSED ROW PROPOSED ROW * SEE NARRATIVE FOR MIN & MAX PARKING REQUIREMENTS 124' 175' 175' 181.05' 199.72' 166' 166' 124' ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NW SITE PLAN 1 C1.11 KEY MAP SCALE: NTS XX-XX C1.12 C1.14 C1.11 C1.13 C1.11 KEYNOTES 32-01 VERTICAL CURB PER 1/C5.10 32-02 SIDEWALK PER 9/C5.10 32-03 PARKING STALL DOUBLE STRIPING PER 12/C5.11 32-04 TRAILER PARKING DOUBLE STRIPING 32-05 PARALLEL CURB RAMP PER 3/C5.10 32-08 PRECAST WHEEL STOP PER 8/C5.10 32-09 ACCESSIBLE PARKING STALL PER 5/C5.10 32-11 CONCRETE DOLLY PAD 32-12 STAIR AND HANDRAIL, SEE ARCHITECTURAL PLANS 32-13 SCREENING WALL, SEE ARCHITECTURAL PLANS 32-14 RETAINING WALL, DESIGN BUILD 32-15 ASPHALT TO CONCRETE TRANSITION PER 5/C5.11 32-16 REINFORCED CURB PER 3/C5.11 32-19 VERTICAL CURB AND GUTTER PER 4/C5.11 WETLANDS PROPOSED BUILDING 513,193 SF (TOTAL) MATCHLINE - SEE 1/C1.13 MATCHLINE - SEE 1/C1.12 32-01 32-02 32-03 TYP 32-04 TYP 32-05 32-08 TYP 32-09 32-11 32-12 TYP 32-13 32-14 32-01 32-01 32-01 32-01 32-03 TYP 32-03 TYP 32-01 117' 9' 99' 9' 135' 9' 30' 35' 75' 60' 9' TYP 9' TYP 9' TYP 26' 17' 12' 33' 7' 17' 7' 5' 26' 17' 12' 33' 7' 17' 7' 5' 25' 57' 15' 55' 40' 15' R=10' R=20' 4.5' 32-16 32-19 32-15 32-15 19' 5' 32-02 R=30' R=20' *221045200* \\GRP.MCK\PROJECTS\PROJECTS\222008500\DRAWINGS\CIVIL\085-C1.11-C1.14.DWG:C1.11 AOC 04/22/22 10:03 1:30 C1.11 NW SITE PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NE SITE PLAN 1 C1.12 KEY MAP SCALE: NTS C1.12 C1.14 C1.11 C1.13 C1.12 KEYNOTES 32-01 VERTICAL CURB PER 1/C5.10 32-02 SIDEWALK PER 9/C5.10 32-03 PARKING STALL DOUBLE STRIPING PER 12/C5.11 32-05 PARALLEL CURB RAMP PER 3/C5.10 32-06 PAINTED 12" CROSSWALK STRIPING 32-07 BOLLARD PER 4/C5.10 32-08 PRECAST WHEEL STOP PER 8/C5.10 32-09 ACCESSIBLE PARKING STALL PER 5/C5.10 32-10 SWING GATE PER 10/C5.10 32-11 CONCRETE DOLLY PAD 32-12 STAIR AND HANDRAIL, SEE ARCHITECTURAL PLANS 32-13 SCREENING WALL, SEE ARCHITECTURAL PLANS 32-14 RETAINING WALL, DESIGN BUILD 32-15 ASPHALT TO CONCRETE TRANSITION PER 5/C5.11 32-16 REINFORCED CURB PER 3/C5.11 32-18 BIKE PARKING 32-20 CURB BREAK PER 2/C5.11 32-22 TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS STORM FACILITY SS X SHEET THIS REVISIONS MATCHLINE - SEE 1/C1.14 MATCHLINE - SEE 1/C1.11 PROPOSED BUILDING 513,193 SF (TOTAL) EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STORM FACILITY 32-10 32-10 32-11 32-01 32-01 32-01 32-01 32-01 32-01 32-01 32-01 32-01 32-06 32-07 TYP 32-12 TYP 32-14 32-05 32-05 32-05 32-08 TYP 32-09 TYP 32-13 32-02 32-02 32-02 12' TYP 9' TYP 108' 9' 99' 9' 108' 36' 25' 8' PUE 26' 14' 14' 5' 39' 44' 66.5' R=50' R=50' R=30' 14' 14' 26' 9' TYP 9' TYP 9' 17' 24' 19' 19' 17' 24' 7' 12' 7' 7' 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 30' 35' 75' 60' 15' 32-09 VAN 32-01 32-03 TYP 32-03 TYP 32-03 TYP 32-04 TYP 4.5' 22' 22' 13' 13' 32-16 R=50' 32-18 (10) STALLS 32-15 32-15 32-20 32-20 32-20 32-20 19' 5' 32-22 R=18' SS SHEET THIS REVISIONS *221045200* \\GRP.MCK\PROJECTS\PROJECTS\222008500\DRAWINGS\CIVIL\085-C1.11-C1.14.DWG:C1.12 AOC 04/22/22 09:15 1:30 C1.12 NE SITE PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SW SITE PLAN 1 C1.13 KEY MAP SCALE: NTS C1.12 C1.14 C1.11 C1.13 C1.13 KEYNOTES 32-01 VERTICAL CURB PER 1/C5.10 32-02 SIDEWALK PER 9/C5.10 32-03 PARKING STALL DOUBLE STRIPING PER 12/C5.11 32-04 TRAILER PARKING DOUBLE STRIPING 32-05 PARALLEL CURB RAMP PER 3/C5.10 32-07 BOLLARD PER 4/C5.10 32-08 PRECAST WHEEL STOP PER 8/C5.10 32-09 ACCESSIBLE PARKING STALL PER 5/C5.10 32-10 SWING GATE PER 10/C5.10 32-11 CONCRETE DOLLY PAD 32-12 STAIR AND HANDRAIL, SEE ARCHITECTURAL PLANS 32-14 RETAINING WALL, DESIGN BUILD 32-15 ASPHALT TO CONCRETE TRANSITION PER 5/C5.11 32-16 REINFORCED CURB PER 3/C5.11 32-19 VERTICAL CURB AND GUTTER PER 4/C5.11 32-22 TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS SS SHEET THIS REVISIONS INDUSTRIAL ROAD PROPOSED BUILDING 513,193 SF (TOTAL) X MATCHLINE - SEE 1/C1.14 MATCHLINE - SEE 1/C1.11 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 32-10 32-03 TYP 32-03 TYP 32-03 TYP 32-01 32-01 32-01 32-01 32-14 32-11 32-01 32-01 32-05 32-08 TYP 32-09 WC ONLY 32-12 TYP 32-02 9' TYP 108' 9' 99' 9' 117' 25' 60' 75' 35' 21' 25' 133.67' 12' TYP 8' PUE 15' R=10' 9' TYP 9' TYP 40' 26' 80.33' 26' 17' 12' 33' 7' 17' 7' 5' 55' 29' 71' 32-04 TYP 32-16 R=20' 32-19 32-15 32-15 19' 5' 32-02 32-07 32-22 R=20' R=40' R=10' 45' 7' *221045200* \\GRP.MCK\PROJECTS\PROJECTS\221045200\DRAWINGS\CIVIL\452-C1.11-C1.14.DWG:C1.13 AOC 02/14/22 11:36 1:30 C1.13 SW SITE PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD ---PAGE BREAK--- SS SHEET THIS REVISIONS STORM FACILITY X MATCHLINE - SEE 1/C1.13 MATCHLINE - SEE 1/C1.12 INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PROPOSED BUILDING 513,193 SF (TOTAL) EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STORM FACILITY 32-10 32-06 32-11 32-01 32-01 32-01 32-01 32-01 32-01 32-01 32-07 TYP 32-12 TYP 32-14 32-05 32-08 TYP 32-09 WC ONLY 32-02 32-02 32-05 32-05 12' TYP 17' 24' 19' 19' 17' 108' 9' 99' 9' 63' 9' 90' 9' 26' 45.5' 25' 24' 7' 8' PUE 1 60' 75' 35' 21' 11' 5' 7' 5' 1 9' TYP 9' TYP 9' TYP 17' 24' 19' 19' 17' 24' 7' 12' 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 9' TYP 17' 24' 19' 19' 17' 24' 7' R=30' R=10' 63.33' 15' 32-03 TYP 32-03 TYP 32-03 TYP 32-09 TYP 32-04 TYP STORM FACILITY 20' 20' 32-16 R=10' 32-18 (10) STALLS 8' PUE 32-15 32-15 32-20 32-20 32-20 32-20 19' 5' 32-21 32-05 R=28' R=1' ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SE SITE PLAN 1 C1.13 KEY MAP SCALE: NTS C1.12 C1.14 C1.11 C1.13 C1.14 KEYNOTES 32-01 VERTICAL CURB PER 1/C5.10 32-02 SIDEWALK PER 9/C5.10 32-04 TRAILER PARKING DOUBLE STRIPING 32-05 PARALLEL CURB RAMP PER 3/C5.10 32-06 PAINTED 12" CROSSWALK STRIPING 32-07 BOLLARD PER 4/C5.10 32-08 PRECAST WHEEL STOP PER 8/C5.10 32-09 ACCESSIBLE PARKING STALL PER 5/C5.10 32-10 SWING GATE PER 10/C5.10 32-11 CONCRETE DOLLY PAD 32-12 STAIR AND HANDRAIL, SEE ARCHITECTURAL PLANS 32-14 RETAINING WALL, DESIGN BUILD 32-15 ASPHALT TO CONCRETE TRANSITION PER 5/C5.11 32-16 REINFORCED CURB PER 3/C5.11 32-18 BIKE PARKING 32-20 CURB BREAK PER 2/C5.11 32-21 THICKENED SIDEWALK BETWEEN CROSSWALK AND ROW. 8" NON-REINFORCED CONCRETE ON 6" AGGREGATE BASE 200000\GM-PROTO\XMCK-EDATA.DWG BRG 06/30/19 22:03 1:1.00 C1.14 SE SITE PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © OVERALL GRADING PLAN 1 C1.20 222008500\DRAWINGS\CIVIL\085-C1.20.DWG NKB 12/15/22 08:41 1:60 C1.20 OVERALL GRADING PLAN AOC, SAO NKB REVISION SCHEDULE Issued As Delta Issue Date 186 187 188 185 184 185 182 183 184 182 183 184 185 183 184 182 183 184 185 182 183 184 185 182 183 184 184 186 187 188 187 186186 186 185 183 184 185 183 184 185 183 184 180 179 181 182 183 184 183 183 184 3 C1.25 1 C1.25 2 C1.25 3 C1.26 1 C1.26 2 C1.26 INTERSTATE HIGHWAY 5 STORM FACILITY STORM FACILITY EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PROPOSED BUILDING FF=185.50 WETLANDS STORM FACILITY 185 184 185 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 180 179 181 182 180 179 181 182 180 181 184 183 182 179 184 183 182 181 180 179 STORM FACILITY INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NW GRADING PLAN 1 C1.21 KEY MAP SCALE: NTS C1.22 C1.24 C1.21 C1.23 MATCHLINE - SEE 1/C1.23 MATCHLINE - SEE 1/C1.22 2.8% 2.0% 2.0% 1.7% 1.0% 2.4% 7.0% 2.5% 0.5% 3.7% 1.0% 1.0% 0.5% 2.3% 2.3% 1.0% 1.0% 1.0% 1.2% 2.3% 2.3% 1.2% 1.2% 1.2% 1.2% 2.3% 2.3% 0.9% 0.9% 0.9% 0.9% 1.1% 1.1% WETLANDS PROPOSED BUILDING FF=185.50 183 184 185 185 183 184 2.0% 185 184 184 184 2% FOR 4' 1.5% 1.5% 185.42 FG 185.92 TC 184.10 RIM 184.10 RIM 184.10 RIM 183.00 FG 183.50 TC 183.00 FG 183.50 TC 183.90 FG 184.40 TC 184.74 FG 185.24 TC 185.42 FG 185.92 TC 181.50 185.50 181.50 184.25 FG 185.25 TC 184.33 FG 184.83 TC 183.10 FG 183.60 TC 182.31 FG 182.81 TC 182.01 FG 182.51 TC 185.42 FG 185.92 TC 184.72 FG 185.22 TC 185.09 FG 185.59 TC 184.19 RIM 184.69 TC 185.09 FG 185.59 TC 184.78 FG 185.28 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.78 FG 185.28 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 185.42 184.75 FG 185.25 TC 184.78 FG 185.28 TC 184.75 FG 185.25 TC 1.0% 1.0% 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.5% 1.5% 181.20 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 181.20 18 1.0% 2.3% 2.3% 2.0% 185 183 184 183 184 185 183 184 185 183 185 3.0:1 222008500\DRAWINGS\CIVIL\085-C1.21-C1.24.DWG:C1.21 NPP 07/27/22 16:16 1:30 C1.21 NW GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NE GRADING PLAN 1 C1.22 KEY MAP SCALE: NTS C1.22 C1.24 C1.21 C1.23 SS X SHEET THIS REVISIONS MATCHLINE - SEE 1/C1.24 MATCHLINE - SEE 1/C1.21 2.0% 2.0% 7.0% 2.5% 1.0% 2.0% 1.0% 1.0% 1.0% 1.8% 1.8% STORM FACILITY BTM=179.0, TOP=182.2 PROPOSED BUILDING FF=185.50 EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 3.9% 3.9% 2.0% 182 181 180 184 183 184 180 179 180 181 182 183 184 3.0:1 2.7:1 3.0:1 3.0:1 3.0:1 2.0% 184 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 185 184 186 2.0% 2.0% 2.0% 185 183 184 2% FOR 4' 181 182 STORM FACILITY TOP=182.2 BTM=179.0 179 180 179 181 182 183 1.5% 1.5% 1.5% 185 184 185.50 182.01 FG 182.51 TC 183.00 FG 183.50 TC 184.25 FG 185.25 TC 184.57 FG 185.07 TC 183.85 FG 184.35 TC 183.27 FG 183.77 TC 184.08 FG 184.58 TC 183.33 184.00 FG 184.50 TC 184.96 FG 185.46 TC 184.21 FG 184.71 TC 184.95 FG 185.45 TC 184.72 FG 185.22 TC 182.56 FG 183.06 TC 184.72 FG 185.22 TC 182.56 FG 183.06 TC 184.72 FG 185.22 TC 182.56 FG 183.06 TC 183.04 FG 183.54 TC 183.03 FG 183.53 TC 186.20 186.31 183.90 FG 184.40 TC 184.48 FG 184.98 TC 185.11 FG 185.61 TC 182.30 182.54 FG 183.04 TC 182.54 FG 183.04 TC 182.54 FG 183.04 TC 182.54 FG 183.04 TC 182.30 182.30 182.86 FG 183.36 TC 182.86 FG 183.36 TC 182.86 FG 183.36 TC 185.42 184.72 FG 185.22 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.41 FG 184.91 TC 184.41 FG 184.91 TC 184.72 FG 185.22 TC 184.41 FG 184.91 TC 182.91 FG 183.41 TC 184 1.0% 1.0% 180.81 RIM 1.0% % 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 180.81 RIM 1.0% 2.3% 2.3% 1.5% 1.5% 181.20 182 183 185 182 183 184.72 TOP 2' FLAT BENCH 3.0:1 3.0:1 1.5% 183.00 FG 183.50 TC SS SHEET THIS REVISIONS *221045200* \\GRP.MCK\PROJECTS\PROJECTS\222008500\DRAWINGS\CIVIL\085-C1.11-C1.14.DWG:C1.12 AOC 04/22/22 09:15 1:30 C1.22 NE GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SW GRADING PLAN 1 C1.23 KEY MAP SCALE: NTS C1.22 C1.24 C1.21 C1.23 SS SHEET THIS REVISIONS PRIVATE WELL, RELOCATED BY OTHERS PRIOR TO CONSTRUCTION X MATCHLINE - SEE 1/C1.24 MATCHLINE - SEE 1/C1.21 1.0% 7.0% 1.0% 1.0% 3.5% 2.7% 3.5% 3.7% 0.5% 0.5% 1.0% 2.3% 2.3% 1.1% 1.1% 1.1% 1.1% 2.3% 2.3% 1.1% 1.2% 1.2% 1.2% 2.3% 2.3% 1.0% 1.0% 1.0% 1.0% 1.3% INDUSTRIAL ROAD PROPOSED BUILDING FF=185.50 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 185 182 183 184 185 182 183 184 185 186 187 188 185 183 184 185 185 184 186 187 188 2.0% 2% FOR 4' 1.5% 1.5% 185 183 184 180.81 RIM 181.50 184.13 FG 184.63 TC 185.88 FG 186.88 TC 183.40 FG 183.90 TC 182.46 FG 182.96 TC 184.17 FG 184.67 TC 185.30 FG 185.80 TC 187.49 FG 187.99 TC 185.42 FG 185.92 TC 184.19 RIM 184.69 TC 185.09 FG 185.59 TC 187.04 FG 187.54 TC 184.10 RIM 184.10 RIM 184.10 RIM 181.50 185.50 182.01 FG 182.51 TC 185.42 FG 185.92 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 187.93 FG 188.43 TC 188.16 FG 188.66 TC 185.42 184.78 FG 185.28 TC 184.78 FG 185.28 TC 184.75 FG 185.25 TC 1.0% 1.0% 1.0% 181.20 180.81 RIM 0.2% 1.0% 1.0% 2.3% 2.3% 2.3% 2.3% 1.5% 1.5% 181.20 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 181.20 18 1.0% 2.3% 2.3% 0.2% 181.50 186.21 TOP 185.94 TOP 184.53 FG 185.03 TC 184.27 FG 184.77 TC 2.1% 184.80 FG 185.30 TC 1.5% 3.0:1 185 184 188 187 186 *221045200* \\GRP.MCK\PROJECTS\PROJECTS\221045200\DRAWINGS\CIVIL\452-C1.11-C1.14.DWG:C1.13 AOC 02/14/22 11:36 1:30 C1.23 SW GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- SS SHEET THIS REVISIONS X MATCHLINE - SEE 1/C1.23 MATCHLINE - SEE 1/C1.22 7.0% 2.0% 1.8% 1.8% STORM FACILITY TOP=182.2, BTM=179.0 INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PROPOSED BUILDING FF=185.50 EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 180 181 182 179 180 179 181 182 183 184 185 184 183 182 180 179 180 179 181 182 182 183 184 180 179 181 182 183 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 3.0:1 183 184 0.6% 0.6% 0.7% 0.7% 0.5% 0.5% 0.5% 0.5% 2.0% 2.0% 2.0% 2.0% 185 182 183 184 2% FOR 4' STORM FACILITY TOP=182.2, BTM=179.0 1.5% 1.5% 181.50 183.00 FG 183.50 TC 184.00 FG 185.00 TC 185.50 181.75 182.56 FG 183.06 TC 184.72 FG 185.22 TC 182.56 FG 183.06 TC 183.02 FG 183.52 TC 183.94 FG 184.44 TC 183.05 FG 183.55 TC 184.15 FG 184.65 TC 183.32 FG 183.82 TC 184.53 FG 185.03 TC 184.77 FG 185.27 TC 183.84 FG 184.34 TC 183.75 FG 184.25 TC 184.12 FG 184.62 TC 184.54 FG 185.04 TC 184.32 182.30 182.30 182.30 182.30 182.54 FG 183.04 TC 182.54 FG 183.54 TC 182.54 FG 183.04 TC 182.53 FG 183.03 TC 182.53 FG 183.03 TC 182.54 FG 183.04 TC 182.86 FG 183.36 TC 182.86 FG 183.36 TC 182.86 FG 183.36 TC 185.42 184.72 FG 185.22 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.41 FG 184.91 TC 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.41 FG 184.91 TC 184.72 FG 185.22 TC 184.42 FG 184.92 TC 0.7% 2.0% 2.0% 1.0% 1.0% 180.81 RIM 1.0% % 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 1.0% 1.0% 181.20 180.81 RIM 1.0% 1.0% 2.3% 2.3% 180.81 RIM 2.3% 2.3% 1.5% 1.5% 181.20 1.0% 1.0% 181.50 0.2% 181.20 1.0% 184.00 FG 185.00 TC 184.74 TOP 185.94 TOP 1.7% 185.02 FG 186.02 TC 3.3% 0.2% 2.5% 2.2% 183.63 TOP 184.50 TOP 2' FLAT BENCH 2' FLAT BENCH 185 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SE GRADING PLAN 1 C1.24 KEY MAP SCALE: NTS C1.22 C1.24 C1.21 C1.23 222008500\DRAWINGS\CIVIL\085-C1.21-C1.24.DWG:C1.24 SAO 06/22/22 14:47 1:30 C1.24 SE GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ACCESSIBLE GRADING PLAN 3 C1.26 ACCESSIBLE GRADING PLAN 1 C1.25 ACCESSIBLE GRADING PLAN 2 C1.25 X 185 183 184 184.86 FG 185.36 TC 185.24 184.96 FG 185.46 TC 184.78 184.68 FG 185.18 TC 0.7% 5.8% 1.5% 1.5% 1.5% 1.1% 1.4% 184.48 FG 184.98 TC 184.30 FG 184.80 TC 1.0% 1.0% 184.26 FG 184.76 TC 184.37 184.45 FG 184.95 TC 184.87 184.83 6.0% 1.0% 1.5% 1.5% 1.5% 7' 4' 1.0% 1.0% 1.0% 2.0% 2.0% 183.90 FG 184.40 TC 183.79 FG 184.29 TC 1.4% 1.3% 184.36 185.18 1.5% 4' 184.64 FG 185.14 TC 185.20 1.5% 185.28 185.35 185.13 185.19 185.11 4.5% 1.5% 2.0% 1.0% 5' 184.21 FG 184.71 TC 184.95 FG 185.45 TC 1.0% 1.0% 184 185 4.75' 6.73' 1.0% 184.83 FG 185.33 TC 184.90 FG 185.40 TC 1.0% 184.51 FG 185.01 TC 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.82 FG 185.32 TC 184.82 FG 185.32 TC 184.75 184.75 185.32 185.32 185.43 185.43 PROPOSED BUILDING FF=185.50 185.50 185.50 1.5% 1.5% 1.5% 1.5% 1.5% 7.2% 1.5% 1.5% 7.2% 7.2% 1.5% 7' 7' 7.2% 184.72 FG 185.22 TC 184.72 FG 185.22 TC 184.47 FG 184.97 TC 1.8% 184.42 FG 184.92 TC 1.8% 184.42 184.59 184.68 184.78 184.78 184.50 184.75 FG 185.25 TC 185.35 185.50 184.78 FG 185.28 TC 184.75 FG 185.25 TC 0.6% 1.0% 1.0% 1.0% 1.5% 7.2% 1.5% 1.5% 1.5% 185.35 184.85 FG 185.35 TC 184.85 FG 185.35 TC 185.35 PROPOSED BUILDING FF=185.50 184.78 FG 185.28 TC 184.78 FG 185.28 TC 7.2% 7' 7' 1.5% 185.50 1.5% 185.37 1.5% 184.75 FG 185.25 TC 184.72 FG 185.22 TC 0.8% 200000\GM-PROTO\XMCK-EDATA.DWG BRG 06/30/19 22:03 1:1.00 C1.25 ACCESSIBLE GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ACCESSIBLE GRADING PLAN 1 C1.26 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ACCESSIBLE GRADING PLAN 2 C1.26 ACCESSIBLE GRADING PLAN 3 C1.26 PROPOSED BUILDING FF=185.50 184.78 184.78 184.78 FG 185.28 TC 184.78 FG 185.28 TC 7.2% 1.5% 1.5% 1.5% 185.35 184.85 FG 185.35 TC 184.85 FG 185.35 TC 185.35 184.78 FG 185.28 TC 184.78 FG 185.28 TC 7.2% 7' 7' 1.5% 185.35 185.50 1.5% 185.50 1.5% 185.35 1.5% 1.5% 184.50 184.67 FG 185.17 TC 184.70 FG 185.20 TC 0.9% 1.5% 0.7% X X 184 184.72 FG 185.22 TC 184.67 FG 185.17 TC 184.74 FG 185.24 TC 1.0% 1.5% 185.32 185.31 0.1% 0.5% 185.24 1.5% 1.5% 1.0% 3.4% 183.45 FG 183.95 TC 7.2% 8' 3.4% 1.5% 1.5% 1.5% 5' 183.49 FG 183.99 TC 1.0% 183.37 183.32 FG 183.82 TC 1.0% 1.0% 183.39 FG 183.89 TC 183.44 FG 183.94 TC 1.5% 184.02 184.06 183.89 FG 184.39 TC 183.97 FG 184.47 TC 4' 2.0% 2.0% 183.84 1.0% 1.5% 183.94 FG 184.44 TC 184.51 1.5% 1.5% 7.5% 1.0% 183.92 FG 184.42 TC 183.98 FG 184.48 TC 184.55 1.0% 1.5% 1.0% 1.0% 1.0% 184.12 FG 184.62 TC 184.32 184.68 STORM FACILITY 184.27 FG 184.77 TC 184.84 7.6% 5.1% 0.8% 1.0% 184.80 184.23 FG 184.73 TC 1.5% 1.5% 6' 184 183 182 181 180 179 183 184 185 185.01 FG 185.51 TC 2.3% 7.85' 180 185 179 181 182 183 184 180 179 181 182 183 184 1.0% 1.5% 4' 1.4% 1.7% 185 182 183 184 PROPOSED BUILDING FF=185.50 184.75 FG 185.25 TC 184.75 FG 185.25 TC 184.82 FG 185.32 TC 184.82 FG 185.32 TC 184.75 184.75 185.32 185.32 185.43 185.43 185.50 185.50 1.5% 1.5% 1.5% 1.5% 1.5% 7.2% 7.2% 1.5% 1.5% 7.1% 7.1% 1.5% 7' 7' 185.32 185.43 184.72 FG 185.22 TC 184.72 FG 185.22 TC 222008500\DRAWINGS\CIVIL\085-C1.25-C1.26.DWG:C1.26 SAO 05/27/22 15:25 1:5 C1.26 ACCESSIBLE GRADING PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- 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 SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © OVERALL UTILITY PLAN 1 C1.30 222008500\DRAWINGS\CIVIL\085-C1.30.DWG NKB 12/15/22 08:44 1:60 C1.30 OVERALL UTILITY PLAN AOC, SAO NKB REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NW UTILITY PLAN 1 C1.31 XX-XX KEY MAP SCALE: NTS C1.32 C1.34 C1.31 C1.33 STRUCTURES TABLE C1.31 KEYNOTES 33-01 DOWNSPOUT PER 14/C5.10 33-04 SANITARY BUILDING CONNECTION 33-10 FIRE HYDRANT PER CITY OF WOODBURN 5070-1 33-18 POST INDICATOR VALVE PER 15/C5.11 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 MATCHLINE - SEE 1/C1.33 MATCHLINE - SEE 1/C1.32 182 184 185 183 CB18 CB16 CB17 CB19 IE=180.50 IE=182.06 (6"W) IE=182.06 (6"S) IE=181.81 (12"N) IE=181.19 (12"S) IE=181.44 (6"W) IE=181.19 (12"N) IE=180.35 (18"S) IE=180.85 (6"W) IE=180.35 (18"N) STM MH4 CB20 CB22 CB23 C IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=178.78 IE=178.57 (6"W) IE=178.57 (6"S) IE=178.49 (12"E) IE=178.23 (12"W) IE=178.31 (6"S) IE=178.06 (12"E) IE=177.80 (12"W) IE=178.05 (6"S) IE=177.80 (12"E) IE=177.54 (12"W) IE=177.79 (6"S) IE=177.54 (12"E) IE=177.28 (12"W) IE=177.53 (6"S) IE=177.28 (12"E) IE=177.02 (12"W) IE=177.27 (6"S) IE=177.02 (12"E) IE=177.63 (8"S) IE=177.21 (18"W) IE=177.21 (18"E) IE=176.76 (12"W) IE=177.01 (6"S) IE=176.76 (12"E) IE=176.91 (8"S) IE=176.49 (18"W) IE=176.49 (18"E) IE=176.52 (8"S) IE=176.10 (18"W) IE=176.10 (18"E) IE=180.50 8" @ 0.50% 6" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% WETLANDS PROPOSED BUILDING FF=185.50 10" FW LINE IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 12" @ 0.50% 12" @ 0.50% IE=181.38 (12"S) IE=181.63 (6"E) IE=181.38 (12"N) IE=181.13 (12"S) IE=180.55 (6"E) IE=181.13 (12"N) 12" @ 0.50% IE=180.88 (12"S) IE=181.13 (6"E) IE=180.88 (12"N) IE=180.63 (12"S) IE=180.88 (6"E) IE=180.38 (18"N) IE=181.63 (12"S) IE=181.88 (6"E) IE=181.63 (12"N) IE=183.00 IE=182.54 IE=182.27 IE=182.56 10" FW LINE IE=169.52 6" @ 1.00% 6" SAN @ 1.00% 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-10 33-10 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-18 185 184 18" @ 1.00% 18" @ 0.50% 18" @ 0.50% CB21 IE=176.88 (18"W) IE=177.30 (8"S) IE=176.88 (18"E) CB24 18" @ 0.50% IE=175.71 (18"W) IE=176.13 (8"S) IE=175.71 (18"E) 18" @ 0.50% 18" @ 0.50% 12" @ 0.50% 18" @ 5.48% 18" @ 1.00% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 18" @ 0.50% 18" @ 0.50% IE=170.16 (6"N) 6" @ 1.00% IE=182.26 6" @ 1.00% 10" FW LINE 185 184 185 183 184 183 183 185 183 CATCH BASIN TABLE NAME CB16 CB17 CB18 CB19 CB20 CB21 CB22 CB23 CB24 DETAILS RIM = 184.11, INV OUT =182.09 RIM = 184.10, INV OUT =182.08 RIM = 184.19, INV OUT =181.64 RIM = 184.10, INV OUT =182.08 RIM = 180.81, INV OUT =177.75 RIM = 180.81, INV OUT =177.42 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 MANHOLE TABLE MANHOLE STM MH4 DETAILS RIM = 184.44 INV IN (18"S) = 178.65 INV OUT (18"E) = 178.65 222008500\DRAWINGS\CIVIL\085-C1.31-C1.34.DWG:C1.31 SAO 08/18/22 15:28 1:10 C1.31 NW UTILITY PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © NE UTILITY PLAN 1 C1.32 KEY MAP SCALE: NTS C1.32 C1.34 C1.31 C1.33 STRUCTURES TABLE C1.32 KEYNOTES 33-01 DOWNSPOUT PER 14/C5.10 33-02 2" SIXTEEN FOOT HIGH VENT LOCATION FROM SAN PUMP STATION, 40' MAX HORIZONTAL RUN 33-03 PUMP STATION CONTROL PANEL, COORDINATE WITH ARCHITECT & OWNER 33-04 SANITARY BUILDING CONNECTION 33-05 DOMESTIC WATER BUILDING CONNECTION 33-06 FIRE WATER BUILDING CONNECTION 33-07 FIRE SERVICE VAULT PER CITY OF WOODBURN 5070-2, 12" DCDA 33-08 DOUBLE CHECK VALVE AND BOX PER 13/C5.11 33-09 DITCH INLET PER 6/C5.11 33-10 FIRE HYDRANT PER CITY OF WOODBURN 5070-1 33-11 FIRE DEPARTMENT CONNECTION PER 1/C5.11 33-12 SANITARY LIFT STATION, SEE DETAIL 8/C5.11, 3" PUMP DISCHARGE 33-13 STORM LIFT STATION #2 - NORTH, SEE DETAIL 9/C5.11, 8" PUMP DISCHARGE 33-15 SANITARY MAIN CONNECTION, SEE PUBLIC PLANS 33-16 WATER MAIN CONNECTION, SEE PUBLIC PLANS 33-17 WATER METER PER CITY OF WOODBURN 5000-4 33-18 POST INDICATOR VALVE PER 15/C5.11 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 X SHEET THIS REVISIONS MATCHLINE - SEE 1/C1.34 MATCHLINE - SEE 1/C1.31 182 181 180 184 180 179 STM WET WELL 2 STM VALVE BOX 2 CB25 CB27 CB28 12"W) 6"S) 12"E) IE=176.50 (12"W) IE=176.75 (6"S) IE=176.50 (12"E) IE=176.24 (12"W) IE=176.49 (6"S) IE=175.99 (18"E) IE=175.73 (18"W) IE=176.23 (6"S) IE=175.73 (18"E) IE=175.47 (18"W) IE=175.97 (6"S) IE=175.47 (18"E) IE=175.74 (8"S) IE=175.32 (18"W) IE=175.32 (18"E) IE=175.21 (18"W) IE=175.71 (6"S) IE=175.21 (18"E) IE=174.95 (18"W) IE=175.45 (6"S) IE=174.95 (18"E) IE=174.96 (8"S) IE=174.54 (18"W) IE=174.54 (18"E) STM MH6 IE=172.89 (36") IE=179.00 (18") IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 18" @ 0.50% @ 0.50% 12" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 36" @ 2.29% 18" @ 0.70% STORM FACILITY PROPOSED BUILDING FF=185.50 EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STORM FACILITY 10" FW LINE 10" FW LINE 10" FW LINE 2" DW LINE RIM=182.0 IE=177.06 (24") 24" STM IE=174.69 (18"W) IE=175.19 (6"S) IE=174.69 (18"E) IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 STM MH7 IE=182.20 IE=180.00 (12") IE=179.00 (24") IE=179.00 (24") IE=179.00 (24") IE=179.00 (24") 6" @ 0.50% IE=182.20 6" @ 0.50% IE=181.83 (6"S) IE=181.83 (6"W) IE=181.74 (8"N) IE=181.45 (12"N) IE=181.70 (6"W) IE=181.45 (12"S) 6" @ 0.50% IE=181.95 (6"N) IE=181.95 (6"W) IE=181.70 (12"S) 12" @ 0.50% 12" @ 0.50% 8" @ 0.75% 6" @ 2.02% SAN MH2 SAN VALVE BOX SAN MH1 SAN WET WELL IE=170.69 (6"S) IE=170.69 (6"W) IE=170.69 (6"N) IE=177.00 IE=177.00 IE=176.00 IE=168.31 (8"W) IE=160.90 8" SAN @ 1.00% 6" SAN @ 1.00% 6" SAN @ 1.00% 6" SAN @ 8.60% 179 6" SAN @ 1.00% 184 6" SAN @ 1.00% 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-02 33-03 33-04 33-01 33-01 33-01 33-01 33-01 33-01 33-04 33-05 33-06 33-07 33-08 33-09 33-10 33-11 33-10 33-12 33-13 33-15 33-10 33-17 33-16 33-16 33-18 183 184 183 184 IE=174.93 (18"W) IE=175.35 (8"S) IE=174.93 (18"E) IE=174.57 (8"S) IE=174.15 (18"W) IE=174.15 (18"E) STM MH5 CB26 CB29 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 36" @ 0.50% 36" @ 0.50% IE=182.20 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 36" @ 0.50% 36" @ 2.29% 18" @ 0.70% 6" @ 2.02% 6" @ 0.50% 8" @ 0.75% 36" @ 0.50% 18" @ 0.50% 183 185 183 181 182 183 184 SS SHEET THIS REVISIONS MANHOLE TABLE MANHOLE SAN MH1 SAN MH2 SAN VALVE BOX SAN WET WELL STM MH5 STM MH6 STM MH7 STM VALVE BOX 2 STM WET WELL 2 DETAILS RIM = 184.16 INV IN (6"S) = 174.33 INV IN (6"W) = 174.33 INV OUT (6"N) = 174.23 RIM = 184.55 INV IN (6"W) = 170.08 INV IN (6"S) = 170.08 INV OUT (8"E) = 169.98 RIM = 184.64 INV OUT (6"E) = 170.54 RIM = 184.45 INV IN (6"NW) = 160.77 RIM = 181.33 INV IN (18"W) = 173.83 INV IN (8"S) = 174.25 INV OUT (38"E) = 173.08 RIM = 185.05 INV IN (18"W) = 174.61 INV OUT (38"N) = 173.86 RIM = 184.31 INV IN (6"W) = 181.45 INV IN (12"N) = 181.20 INV IN (8"S) = 181.37 INV OUT (12"E) = 181.20 RIM = 183.67 INV OUT (18"N) = 179.30 RIM = 182.66 INV IN (36"S) = 172.58 CATCH BASIN TABLE NAME CB25 CB26 CB27 CB28 CB29 DETAILS RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 222008500\DRAWINGS\CIVIL\085-C1.31-C1.34.DWG:C1.32 NPP 07/27/22 14:50 1:30 C1.32 NE UTILITY PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SW UTILITY PLAN 1 C1.33 KEY MAP SCALE: NTS C1.32 C1.34 C1.31 C1.33 STRUCTURES TABLE C1.33 KEYNOTES 33-01 DOWNSPOUT PER 14/C5.10 33-04 SANITARY BUILDING CONNECTION 33-10 FIRE HYDRANT PER CITY OF WOODBURN 5070-1 33-18 POST INDICATOR VALVE PER 15/C5.11 SS SHEET THIS REVISIONS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS X MATCHLINE - SEE 1/C1.34 MATCHLINE - SEE 1/C1.31 182 185 183 184 185 186 187 188 188 185 183 184 185 IE=180.65 (12"N) IE=180.90 (6"E) IE=180.65 (12"S) CB3 CB1 CB2 CB4 IE=180.50 CB5 IE=182.06 (6"W) IE=182.06 (6"N) IE=181.98 (8"S) IE=181.25 (12"N) IE=181.50 (6"W) IE=181.25 (12"S) IE=181.20 (12"N) IE=181.36 (8"W) IE=181.20 (12"S) IE=180.66 (12"N) IE=180.91 (6"W) IE=180.66 (12"S) STM MH1 CB6 CB7 CB10 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=178.78 IE=178.57 (6"W) IE=178.57 (6"N) IE=178.49 (12"E) IE=177.91 (18"W) IE=178.16 (6"S) IE=177.66 (18"E) IE=178.23 (12"W) IE=178.31 (6"N) IE=178.06 (12"E) IE=177.80 (12"W) IE=178.05 (6"N) IE=177.80 (12"E) IE=177.54 (12"W) IE=177.79 (6"N) IE=177.54 (12"E) IE=177.28 (18"W) IE=177.70 (8"N) IE=177.28 (18"E) IE=177.28 (12"W) IE=177.53 (6"N) IE=177.28 (12"E) IE=176.95 (18"W) IE=177.37 (8"N) IE=176.95 (18"E) IE=177.02 (12"W) IE=177.27 (6"N) IE=177.02 (12"E) IE=176.76 (12"W) IE=177.01 (6"N) IE=176.76 (12"E) 12" @ 1.00% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 6" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% PRIVATE WELL, RELOCATED BY OTHERS PRIOR TO CONSTRUCTION INDUSTRIAL ROAD PROPOSED BUILDING FF=185.50 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT 10" FW LINE 10" FW LINE 185 184 186 187 188 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=181.81 (8"N) IE=181.90 (6"E) IE=181.81 (8"S) IE=181.56 (8"N) IE=181.65 (6"E) IE=181.40 (12"S) IE=180.90 (12"N) IE=181.15 (6"E) IE=180.90 (12"S) 8" @ 0.50% IE=182.27 33-01 33-10 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-01 33-18 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% IE=176.17 (18"W) IE=176.59 (8"N) IE=176.17 (18"E) CB8 IE=176.56 (18"W) IE=176.98 (8"N) IE=176.56 (18"E) CB9 IE=175.78 (18"W) IE=176.20 (8"N) IE=175.78 (18"E) 12" @ 1.00% 18" @ 3.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 6" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 12" @ 0.50% 8" @ 0.50% 12" @ 0.50% 18" @ 0.50% 18" @ 0.50% 12" @ 0.50% 8" @ 0.50% 12" @ 0.50% 6" @ 1.0 12" @ 0.50% 12" @ 0.50% 185 184 8" @ 0.50% MANHOLE TABLE MANHOLE STM MH1 DETAILS RIM = 184.55 INV IN (12"N) = 180.27 INV OUT (18"E) = 180.27 CATCH BASIN TABLE NAME CB1 CB2 CB3 CB4 CB5 CB6 CB7 CB8 CB9 CB10 DETAILS RIM = 184.10, INV OUT =182.08 RIM = 184.10, INV OUT =182.08 RIM = 184.19, INV OUT =181.61 RIM = 184.10, INV OUT =182.08 RIM = 183.41, INV OUT =179.81 RIM = 180.81, INV OUT =177.82 RIM = 180.81, INV OUT =177.49 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 222008500\DRAWINGS\CIVIL\085-C1.31-C1.34.DWG:C1.33 SAO 08/18/22 15:38 1:10 C1.33 SW UTILITY PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- SS SHEET THIS REVISIONS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS X MATCHLINE - SEE 1/C1.33 MATCHLINE - SEE 1/C1.32 180 179 182 183 184 185 184 183 182 180 179 182 183 184 180 179 181 182 183 185 183 184 180 179 181 182 183 184 183 184 184 IE=179.19 (18") IE=179.00 (18") STM WET WELL 1 CB12 CB13 CB14 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 IE=180.50 (12"W) (6"N) (12"E) IE=176.50 (12"W) IE=176.75 (6"N) IE=176.50 (12"E) IE=176.24 (12"W) IE=176.49 (6"N) IE=175.99 (18"E) IE=175.00 (18"W) IE=175.42 (8"N) IE=175.00 (18"E) IE=175.73 (18"W) IE=176.23 (6"N) IE=175.73 (18"E) IE=175.47 (18"W) IE=175.97 (6"N) IE=175.47 (18"E) IE=175.21 (18"W) IE=175.71 (6"N) IE=175.21 (18"E) IE=174.61 (18"W) IE=175.03 (8"N) IE=174.61 (18"E) IE=174.95 (18"W) IE=175.45 (6"N) IE=174.95 (18"E) STM MH3 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 12" @ 0.50% STORM FACILITY INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT PROPOSED BUILDING FF=185.50 EVERGREEN ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STORM FACILITY 10" FW LINE 10" FW LINE 10" FW LINE IE=183.00 IE=183.00 IE=183.00 IE=183.00 IE=183.00 STM MH8 IE=182.20 IE=181.95 (6"S) IE=181.95 (6"W) IE=181.70 (12"N) 6" @ 0.50% IE=181.45 (12"S) IE=181.70 (6"W) IE=181.45 (12"N) 12" @ 0.75% IE=181.83 (6"N) IE=181.83 (6"W) IE=181.58 (12"S) 6" @ 0.50% IE=180.00 (12") IE=179.00 (24") IE=179.00 (24") IE=179.00 (24") 12" @ 1.10% IE=177.00 IE=176.51 6" SAN @ 1.00% STM VALVE BOX 1 33-01 33-01 33-01 33-01 33-01 33-04 33-10 33-01 IE=180.50 33-01 33-14 33-01 33-01 33-01 33-01 33-01 33-10 33-18 183 184 183 184 181 182 185 IE=175.39 (18"W) IE=175.81 (8"N) IE=175.39 (18"E) CB11 18" @ 0.50% IE=174.22 (18"W) IE=174.64 (8"N) IE=174.22 (18"E) STM MH2 36" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 18" @ 0.50% 36" @ 2.12% 12" @ 0.50% 6" @ 0.50% 12" @ 0.50% 12" @ 1.10% 12" @ 0.50% 18" @ 0.50% 36" @ 0.50% CB15 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SE UTILITY PLAN 1 C1.33 KEY MAP SCALE: NTS C1.32 C1.34 C1.31 C1.33 STRUCTURES TABLE C1.34 KEYNOTES 33-01 DOWNSPOUT PER 14/C5.10 33-10 FIRE HYDRANT PER CITY OF WOODBURN 5070-1 33-14 STORM LIFT STATION #1 - SOUTH, SEE DETAIL 10/C5.11, 8" PUMP DISCHARGE 33-18 POST INDICATOR VALVE PER 15/C5.11 MANHOLE TABLE MANHOLE STM MH2 STM MH3 STM MH8 STM VALVE BOX 1 STM WET WELL 1 DETAILS RIM = 181.33 INV IN (18"W) = 173.90 INV IN (8"N) = 174.32 INV OUT (38"E) = 173.15 RIM = 185.05 INV IN (18"W) = 174.61 INV OUT (38"S) = 173.86 RIM = 184.31 INV IN (12"S) = 181.20 INV IN (12"N) = 181.20 INV IN (6"W) = 181.45 INV OUT (12"E) = 181.20 RIM = 182.30 INV IN (8"N) = 179.19 INV OUT (18"S) = 179.23 RIM = 182.13 INV IN (36"N) = 172.80 INV OUT (8"S) = 179.23 CATCH BASIN TABLE NAME CB11 CB12 CB13 CB14 CB15 DETAILS RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 RIM = 180.81, INV OUT =177.12 *222008500* \\GRP.MCK\PROJECTS\PROJECTS\222008500\DRAWINGS\CIVIL\085-C1.31-C1.34.DWG:C1.34 SJS 06/21/22 10:11 1:30 C1.34 SE UTILITY PLAN AOC NKB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © FIRE ACCESS PLAN 1 C1.40 PROPOSED BUILDING 513,193 SF III-B CONST TYPE 36' CLEAR INTERSTATE HIGHWAY 5 EVERGREEN ROAD *222008500* C:\TEMP\ACPUBLISH_3020\085-C1.40.DWG NKB 12/15/22 09:10 1:60 C1.40 FIRE ACCESS PLAN AOC, SAO NKB REVISION SCHEDULE Issued As Delta Issue Date 1 PLAN CHECK TBD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT WETLAND AREA INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT STACY ALLISON WAY WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT FIRE TRUCK TURN GEOMETRY FIRE ACCESS LEGEND R=28' 20' R=48' NOTES 1. FIRE DEPARTMENT ACCESS ROADS ON SITE ARE DESIGNED TO SUPPORT AN APPARATUS WEIGHING 75,000 LB. GROSS VEHICLE WEIGHT PER GEOTECHINICAL RECOMMENDATIONS 2. ALL FIRE DEPARTMENT ACCESS ROADS SHOWN ON PLANS HAVE A TURNING RADIUS OF 28 FEET (INSIDE) AND 48 FEET (OUTSIDE), UNLESS OTHERWISE NOTED 24' R=28' 20' R=28' R=28' 20' 20' AERIAL FIRE APPARATUS ACCESS LANE 45' 15' AERIAL FIRE APPARATUS ACCESS LANE 45' 15' STORM FACILITY STORM FACILITY STORM FACILITY STORM FACILITY FH TYP FDC FW LINE INSTALL KNOX BOX ON SWING GATE AS NEEDED BY FIRE DEPARTMENT. CONTRACTOR TO COORDINATE LOCATION WITH FIRE MARSHAL INSTALL KNOX BOX ON SWING GATE AS NEEDED BY FIRE DEPARTMENT. CONTRACTOR TO COORDINATE LOCATION WITH FIRE MARSHAL INSTALL KNOX BOX ON SWING GATE AS NEEDED BY FIRE DEPARTMENT. CONTRACTOR TO COORDINATE LOCATION WITH FIRE MARSHAL FH TYP FH TYP FH TYP 20' 20' 40' 26' 68.03' 20' 24' FH 20' 24' 26' 20' 33' 20' 33' ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 222008500\DRAWINGS\CIVIL\085-C5.10.DWG NKB 12/15/22 08:46 1:1 C5.10 CIVIL CONSTRUCTION DETAILS NKB MWB REVISION SCHEDULE Issued As Delta Issue Date KEYNOTES: 1. PIPE INVERT, SIZE AND SLOPE PER CIVIL PLANS 2. REDUCER AS NECESSARY TO TRANSITION BETWEEN PIPE SIZES 3. 45° ELBOW 4. SOLID GROUT AT BASE @ MINIMUM 2% 5. 90° SHORT ELBOW 6. FOOTING PER STRUCTURAL PLANS 7. BUILDING WALL PER ARCHITECTURAL PLANS 8. SEE ARCHITECTURAL PLANS FOR CONTINUATION 9. PAVING SECTION AND SLOPE PER CIVIL PLANS 10. THREADED CLEANOUT ON TEE FITTING PER UNIFORM PLUMBING CODE 3 3 5 6 7 1 9 8 6" MIN. 4 NOTES: A. ALL WORK WITHIN 5-FEET OF THE BUILDING SHALL BE INSTALLED COMPLIANT WITH THE UNIFORM PLUMBING CODE (UPC). SEE PLUMBING AND ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION 2 1" MIN. 10 DOWNSPOUT NTS KEYNOTES: 1. CLEANOUT PIPING AND FITTINGS TO BE OF THE SAME SIZE MAX) AND MATERIAL AS THE PIPING IT IS SERVING 2. CLEANOUT LID & FRAME: HEAVY DUTY CAST IRON ACCESS BOX, SCORIATED CAST IRON COVER, THREADED BRONZE PLUGS, MOUNTED IN 4,000 PSI CONCRETE COLLAR. NOTES: A. CONCRETE COLLAR MAY BE OMITTED IN LANDSCAPE AREAS. USE PLASTIC PIPE CAP AND SET 3 INCHES ABOVE GRADE 18" 18" 45° WYE 45° BEND 1' MIN 2 2 1 6" CLEANOUT NTS 9 C5.10 VERTICAL CURB NTS 6" 6" 1'-4" 9" 1" RADIUS 1/4" RADIUS KEYNOTES: 1. CONCRETE FOR CURBING PER PROJECT SPECIFICATIONS 2. PAVEMENT SECTION PER CIVIL PLANS 3. SEE PLANS FOR IMPROVEMENTS AT BACK OF CURB. WHERE SIDEWALK OCCURS, THE SIDEWALK AND TOP OF CURB SHALL BE FLUSH. WHERE ABUTTING A PLANTER AREA, THE FINAL GRADE SHALL BE 1" MINIMUM BELOW TOP OF CURB, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT 2 3 1 1:6 BATTER CORNER CURB RAMP NTS PLAN VIEW ISOMETRIC VIEW 4'-0" MIN PER PLANS PER PLANS 5'-0" MAX 4'-0" MIN 2'-0" MIN LANDSCAPE AREA LEGEND TURNING SPACE/LANDING MAX 2.0% FINISHED SLOPE IN ALL DIRECTIONS* SLOPE 1.5% MAX* (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE 7.5% MAX* (MAX 8.3% FINISHED SLOPE) *SLOPES GOVERN OVER ELEVATIONS SIDEWALK, SEE TRUNCATED DOME TACTILE WARNING, SEE VERTICAL CURB, SEE 1/C5.10 7/C5.10 9/C5.10 PARALLEL CURB RAMPS NTS ISOMETRIC - HALF TYPE FULL TYPE HALF TYPE ISOMETRIC - FULL TYPE 4'-0" MIN PER PLANS PER PLANS 5'-0" MIN 2'-0" MIN 4'-0" MIN PER PLANS TRUNCATED DOME TACTILE WARNING, SEE VERTICAL CURB, TYP SIDEWALK, TYP LEGEND TURNING SPACE/LANDING MAX 2.0% FINISHED SLOPE IN ALL DIRECTIONS* SLOPE 1.5% MAX* (MAX 2.0% FINISHED SURFACE SLOPE) SLOPE 7.5% MAX* (MAX 8.3% FINISHED SLOPE) *SLOPES GOVERN OVER ELEVATIONS 4'-0" MIN 4'-0" MIN 2'-0" MIN 5'-0" MIN LANDSCAPE AREA SIDEWALK, SEE VERTICAL CURB, SEE TRUNCATED DOME TACTILE WARNING, SEE 4'-0" MIN 9/C5.10 7/C5.10 1/C5.10 1/C5.10 9/C5.10 7/C5.10 NO PARKING ACCESSIBLE PARKING STALL NTS 2'-0" SIGN LOCATION 2'-0" 2'-0" ON CENTER, TYP. 36° TYP. 9'-0" MIN. STALL ACCESS AISLE: VAN = 8'-0" MIN. STD = 6'-0" MIN. LENGTH OF STANDARD STALL PER PLANS KEYNOTES: 1. 4" WIDE WHITE STRIPE 2. WHITE RETROREFLECTIVE PAVEMENT MARKING SYMBOL (FHWA 3B-22) WITH BLUE RETROREFLECTIVE BACKGROUND (41" TALL x 36" WIDE WITH 4" STROKE WIDTH). OFFSET BACKGROUND LIMIT 4" FROM SYMBOL 3. YELLOW RETROREFLECTIVE "NO PARKING" PAVEMENT MARKING LEGEND ("NO" SHALL BE 12" TALL x 18" WIDE AND "PARKING" SHALL BE 12" TALL x 60" WIDE) 4. ACCESSIBLE PARKING SPACE SIGNAGE PER DETAIL HEREON. MAINTAIN 48" CLEAR ACCESS AROUND SIGN. ENSURE NO INTERFERENCE WITH PARKING STALL OVERHANG 5. WHEEL STOP PER DETAIL 6. SEE PLANS FOR PROPOSED CURB/SIDEWALK/RAMPS/ETC IMPROVEMENTS TO ACCOMMODATE ACCESSIBLE PARKING STALL ACCESS 5 4 1 2 3 1 6 1 SEE PLANS RESERVED PARKING VAN ACCESSIBLE WHEELCHAIR USER ONLY 2'-4" MIN 12" MIN 10" MIN FHWA SIGN NO. R7-8 BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: GREEN, RETRO-REFLECTIVE SHEETING SYMBOL: WHITE ON BLUE, RETRO-REFLECTIVE SHEETING FHWA SIGN NO. R7-8A (WHERE CALLED OUT ON PLANS) BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: GREEN, RETRO-REFLECTIVE SHEETING NOTE: ACCESS AISLE FOR SINGLE VAN ACCESSIBLE STALL TO BE LOCATED ON THE PASSENGER'S SIDE OREGON DEPT OF TRANSPORTATION SIGN NO. OR7-8C (WHERE CALLED OUT ON PLANS) BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: GREEN, RETRO-REFLECTIVE SHEETING 2"X2" SQUARE PERFORATED GALVANIZED 12GA METAL SIGN POST AND COMPATIBLE SLEEVE (UNISTRUT TELESPAR, OR EQUAL) NOTE: MORE DETAIL ON THE FHWA SIGN/SYMBOL NUMBER REFERENCES HEREON MAY BE FOUND IN THE STANDARD HIGHWAY SIGNS BOOK PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION (FHWA), LATEST EDITION 7'-0" MIN CONCRETE FOUNDATION, ROUND TOP TO SHED FINISHED GROUND 1'-0" 1'-6" 9" 9" 1'-6" 3" MIN 8/C5.10 ACCESS AISLE OREGON DEPT OF TRANSPORTATION SIGN NO. OR7-9 BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: RED, RETRO-REFLECTIVE SHEETING SYMBOL: WHITE ON BLUE, RETRO-REFLECTIVE SHEETING OREGON DEPT OF TRANSPORTATION SIGN NO. OR7-9a (WHERE CALLED OUT ON PLANS) BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING LEGEND: RED, RETRO-REFLECTIVE SHEETING NOTE: USE WHEN BACK OF WALK DIRECTLY BEHIND ACCESS AISLE IS NOT AVAILABLE FOR SIGN PLACEMENT AND SIGN MUST BE PLACED TO ONE SIDE OF PEDESTRIAN ACCESS RAMP NOTE: MORE DETAIL ON THE OREGON DEPT OF TRANSPORTATION SIGN/SYMBOL NUMBER REFERENCES HEREON MAY BE FOUND IN THE 2018 OREGON TRANSPORTATION COMMISSION DOCUMENT "STANDARDS FOR ACCESSIBLE PARKING PLACES", PAGES 13-16 7'-0" MIN CONCRETE FOUNDATION, ROUND TOP TO SHED FINISHED GROUND 1'-0" 1'-6" 8" NO PARKING ACCESSIBLE PARKING AISLE SIGN NTS 2'-4" MIN 12" MIN 10" MIN 3" MIN 2"X2" SQUARE PERFORATED GALVANIZED 12GA METAL SIGN POST AND COMPATIBLE SLEEVE (UNISTRUT TELESPAR, OR EQUAL) TRUNCATED DOMES NTS NOTES: A. PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE (OR CAST-IN-PLACE PANELS) IN THE LOWER 24" FOR THE FULL WIDTH OF THE RAMP B. ARRANGE DOMES USING AN INLINE PATTERN AS SHOWN IN THE DETAIL ABOVE C. COLOR OF DOME TEXTURE (OR PANELS) TO BE SAFETY YELLOW, UNLESS NOTED OTHERWISE ON PLANS D. SURFACE APPLIED PANELS SHALL ONLY BE ALLOWED IN RETROFIT CONDITIONS AND WITH THE PRIOR APPROVAL OF THE ENGINEER TRUNCATED DOME DETAIL TRUNCATED DOME PANEL 1.670" 1.670" 1.263" 1.263" 0.45" 0.90" 0.20" 0.45" 0.90" PRECAST WHEEL STOP NTS 1'-6" 2'-0" LIMITS OF OVERHANG 6" 4" 8" KEYNOTES: 1. PRECAST WHEEL STOP. DIMENSIONS SHOWN ARE MINIMUMS 2. DOWEL HOLES (2 MINIMUM) 3. DRAINAGE SLOTS (2 MINIMUM) 4. DOWEL INTO PAVEMENT (2 MINIMUM). #4 REBAR OR PER MANUFACTURER'S RECOMMENDATIONS 5. FINISHED GROUND PER PLANS 4 5 1 3 2 ISOMETRIC SECTION 6'-0" MINIMUM NOTES: A. INSTALL WHEEL STOP PER MANUFACTURER'S RECOMMENDATIONS 6" PIPE BOLLARD NTS 3'-0" 3'-0" 3" ROUND TOP TO SHED WATER ROUND TOP TO SHED WATER 6" GALVANIZED STEEL PIPE FILLED WITH CONCRETE 15" MIN. DIAMETER CONCRETE FOOTING NOTES: A. BOLLARDS SHALL BE SPACED NOT MORE THAN 4 FEET ON CENTER OR LESS THAN 3 FEET FROM THE PROTECTED OBJECT B. CONCRETE PER PROJECT SPECIFICATIONS C. PAINT EXPOSED PORTION OF BOLLARD PER PROJECT SPECIFICATIONS GROUND SURFACE PER PLAN 1'-3" [COLOR NAME] 1 C5.10 2 C5.10 3 C5.10 4 C5.10 5 C5.10 6 C5.10 7 C5.10 8 C5.10 10 C5.10 STEEL CATCH BASIN NTS KEYNOTES: 1. PREFABRICATED, ASPHALT DIPPED, 10 GAUGE STEEL SUMPED CATCH BASIN WITH INTEGRAL GRATE FRAME 2. GRATE: HEAVY DUTY CAST IRON (ASTM A 48, CLASS 30B) BICYCLE SAFE 3. SEDIMENT TRAP WITH HINGED LID 4. INSTALL FLEXIBLE CLAMPED COUPLING ON INTEGRAL CATCH BASIN OUTLET. IMMEDIATELY TURN DOWN PIPING AT 45 DEGREES TO INTERSECT WITH THE SITE PIPING 5. LOCATE CATCH BASIN SUCH THAT THE EDGE OF GRATE FRAME IS INLINE WITH THE ABUTTING CURBLINE (WHERE APPLIES). 6. PIPE SIZE, INVERT, AND SLOPE PER PLANS 7. PAVING SECTION PER PLANS 8. 1/2 INCH TO 1 INCH DIAMETER WEEPHOLES, MINIMUM 1 PER SIDE. CONTRACTOR SHALL VERIFY COMPLIANCE WITH LOCAL JURISDICTION PRIOR TO PROCURING MATERIALS NOTES: A. ALL PRODUCTS USED SHALL BE COMPLIANT WITH BOTH THE UNIFORM AND LOCAL JURISDICTION PLUMBING CODES B. WHERE ABUTTING CURBING, GRATE SHALL BE ORIENTED SO THAT THE ELONGATED PATTERN IS PERPENDICULAR TO THE CURB FACE 42" MIN 2 3 8 5 24" MIN 12" MIN 1 6" MIN PER PLANS 6 7 4 24" 29" SQ 24" SQ PLAN 2 4 1 3 KEYNOTES: 1. 48" MIN DIAMETER PRECAST CONCRETE MANHOLE WITH ECCENTRIC CONE 2. 48" MIN DIAMETER PRECAST CONCRETE FLAT TOP MANHOLE (USED WHEN LESS THAN 60" AVAILABLE FROM PIPE INVERT TO RIM). CONCENTRIC LID SHALL BE USED AND STEPS SHALL BE OMITTED WHEN DEPTH FROM RIM TO INVERT IS LESS THAN 3 FEET 3. PRECAST CONCRETE GRADE RING AS REQUIRED TO ACCOMMODATE PAVING SECTION (12" TOTAL, MAX) 4. MANHOLE FRAME AND COVER PER PROJECT SPECIFICATIONS, RIM ELEVATION PER PLANS 5. 6 1/2" MIN LONG MANHOLE STEPS AT 12" ON CENTER PER PROJECT SPECIFICATIONS. LOCATE WITHIN 24" OF COVER AND FLOOR OF MANHOLE, AND A MINIMUM OF 5" FROM PRECAST SECTION JOINT 6. PIPE SIZE, INVERT, AND SLOPE PER PLANS 7. PAVING SECTION PER PLANS NOTES: A. MANHOLE DIAMETER SHALL BE INCREASED, IF REQUIRED, TO PROVIDE A MINIMUM OF 12" SEPARATION BETWEEN PIPE CONNECTIONS, OR WHEN ANY PIPE DIAMETER IS GREATER THAN 1/2 THE DIAMETER OF THE MANHOLE B. MANHOLE ACCESS COVER SHALL NOT BE LOCATED DIRECTLY OVER A PIPE CONNECTION UNLESS DIRECTED OTHERWISE BY THE ENGINEER C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MANHOLES FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO PROCURING MATERIALS D. SELECTED MANHOLE SHALL MEET THE CRITERIA OF THE PROJECT SPECIFICATIONS AND BE INSTALLED ACCORDINGLY E. INLET AND OUTLET PIPES CONNECTIONS SHALL BE COMPLIANT WITH PROJECT SPECIFICATIONS OR THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION, WHICHEVER IS MOST STRINGENT 2 ECCENTRIC FLAT TOP ECCENTRIC CONE 1 3 3 4 4 5 5 2' SUMP 2' SUMP 4' MIN 4' MIN 6 6 6 6 7 60" MIN STORM SEWER MANHOLES NTS 11 C5.10 12 C5.10 3"Ø STEEL PIPE BRACE #4 X 4'-6" LONG #3 SPIRAL LOOP @ 12" O.C. 8"Ø PIPE SWING GATE N.T.S. 1:1 PER PLAN 4' TO GROUND 6" 3'-3" 3" 4' 1' 5' 3' 13 C5.10 CONCRETE SIDEWALK AND JOINTS NTS PER PLANS 1/4 CONCRETE THICKNESS 3/8" 1/8" TOOLED RADIUS EDGES CONTROL JOINT EXPANSION JOINT NOTES: A. CONCRETE SIDEWALK SHALL BE BROOM FINISHED UNLESS OTHERWISE NOTED ON PLANS B. SEE PROJECT SPECIFICATIONS FOR CONCRETE, AGGREGATE BASE, AND JOINT MATERIALS C. WHERE SIDEWALK ABUTS CURBING, SURFACE SHALL BE FLUSH WITH TOP OF CURB UNLESS NOTED OTHERWISE ON PLANS. WHERE SIDEWALK ABUTS LANDSCAPE OR OTHER PERVIOUS AREA, GRADE SHALL BE RECESSED 1" MINIMUM OR AS OTHERWISE DICTATED BY THE LANDSCAPE ARCHITECT OR NOTED ON PROJECT PLANS D. DO NOT USE SHINERS ON TOOLED EDGES UNLESS NOTED OTHERWISE E. CONTROL JOINTS SHALL BE EVENLY SPACED AND LOCATED EVERY 5' MAXIMUM, WITH EXPANSION JOINTS EVERY FOURTH JOINT, OR PER PLAN. SIDEWALK JOINTS SHALL BE ALIGNED WITH CURB JOINTS OR WHERE PERPENDICULAR CURBING INTERSECTS. 2% MAX CROSS SLOPE 1" MIN 4" CONCRETE OVER 2" CRUSHED ROCK BASE OVER COMPACTED SUBGRADE PER GEOTECHNICAL REQUIREMENTS (UNLESS NOTED OTHERWISE ON PLANS) 1/8" TOOLED RADIUS EDGES LANDSCAPE AREA (WHERE APPLIES) CONCRETE CURB (WHERE APPLIES) SIDEWALK ROUNDED POLYMER BACKER ROD WITH NO BOND TO SEALANT 3/8" PRE-MOLDED JOINT FILLER 3/8" RECESSED SEALANT TOOLED CONCAVE AND TIGHT TO BACKER ROD 1/8" TOOLED RADIUS EDGES 6",TYP SIDEWALK 14 C5.10 ---PAGE BREAK--- FIRE DEPARTMENT CONNECTION NTS 4" THICK CONC. PAD FINISHED GRADE 12"± BRASS "AUTO DRAIN" & 0.5 CY OF DRAIN ROCK. USE 1" WASHED RIVER ROCK OR APPROVED EQUAL 36" SIAMESE CONNECTION (2 x 2.5") 36" IF NEARBY BACKFLOW PREVENTOR VAULT, LOCATE AUTOMATIC BALL DRIP TOGETHER WITH CHECK VALVE IN VAULT. CHECK VALVE SHALL OTHERWISE BE LOCATED IN THE BUILDING NOTES: 1. CONTRACTOR TO VERIFY FDC MATERIALS, FINISH, AND SIGN REQUIREMENTS (PER OFC 912.4 AND NFPA 16.12.5.8) WITH LOCAL FIRE MARSHAL 2. FDC SHALL BE PROTECTED BY ORANGE CONSTRUCTION FENCING DURING CONSTRUCTION 1 C5.11 2 C5.11 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 222008500\DRAWINGS\CIVIL\085-C5.10.DWG NKB 12/15/22 08:46 1:1 C5.11 CIVIL CONSTRUCTION DETAILS NKB MWB REVISION SCHEDULE Issued As Delta Issue Date 1/4" RADIUS 1" RADIUS CAST IN PLACE CONCRETE SHALL BE 3000 PSI AT 28 DAYS. 6 SACK MIX, SLUMP: 1 1/2" TO 3" NOTE: 30" 12" 8" 17" ROCK BASE COURSE TOOLED EDGE SEE PAVING SECTION CONCRETE CURB VCURB REINFORCED CURB - #4 BAR CONT. 23'-6" LONG #3 HOOP TIES AT 1'-0" O.C. SEE PLANS FOR PAVING SECTION 2" 4" 2" NOTE: PROVIDE EXPANSION JOINT 1 2" JOINT FILLER) AT 24'-0" O.C. ALIGN WITH TRAILER PARKING STALLS 24" 3" 3" 3 C5.11 CURB BREAK NTS KEYNOTES: 1. CONCRETE CURB PER . CONCRETE FOR CURBING PER PROJECT SPECIFICATIONS 1 1'-0" 6'-0" 1'-0" 2" EXPOSED CURB HEIGHT TOTAL CURB HEIGHT ISOMETRIC ABUTTING PAVEMENT SLOPED TO DRAIN THROUGH CURB BREAK LANDSCAPE AREA 1" NOTES: A. IF CURBING IS REINFORCED, BEND REINFORCEMENT TO PASS UNDER CURB BREAK WHILE MAINTAINING 3" COVER ON REBAR ELEVATION ABUTTING PAVEMENT ELEVATION CURB BREAK SET 1/2" LOWER THAN ABUTTING PAVEMENT INSTALL RIP RAP PAD PER 14/C5.11 1/C5.10 4 C5.11 VERTICAL CURB AND GUTTER NTS 1" RADIUS 1/4" RADIUS KEYNOTES: 1. CONCRETE FOR CURBING PER PROJECT SPECIFICATIONS. GUTTER PAN SHALL MATCH CROSS SLOPE OF ABUTTING PAVEMENT 2. PAVEMENT SECTION PER PLANS 3. SEE PLANS FOR IMPROVEMENTS AT BACK OF CURB. WHERE SIDEWALK OCCURS, THE SIDEWALK AND TOP OF CURB SHALL BE FLUSH. WHERE ABUTTING A PLANTER AREA, THE FINAL GRADE SHALL BE 1" MINIMUM BELOW TOP OF CURB, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT 2 3 3/4" RADIUS 0'-6" 0'-6" 1'-4" 2'-0" 1'-6" 1:6 BATTER 1 5 C5.11 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 GRATE (FRONT) 27"± 32"± 24" x 27.5" MIN 12" MIN SUMP MATCH SLOPE (2:1 MAX) 3 1 2 DITCH INLET NTS 6 C5.11 KEYNOTES: 1. 48" MIN DIAMETER PRECAST CONCRETE MANHOLE WITH ECCENTRIC CONE 2. 48" MIN DIAMETER PRECAST CONCRETE FLAT TOP MANHOLE (USED WHEN LESS THAN 60" AVAILABLE FROM PIPE INVERT TO RIM). CONCENTRIC LID SHALL BE USED AND STEPS SHALL BE OMITTED WHEN DEPTH FROM RIM TO INVERT IS LESS THAN 3 FEET 3. PRECAST CONCRETE GRADE RINGS AS REQUIRED TO ACCOMMODATE PAVING SECTION (12" TOTAL, MAX) 4. MANHOLE FRAME AND COVER PER PROJECT SPECIFICATIONS, RIM ELEVATION PER CIVIL PLANS 5. 6 1/2" MIN LONG MANHOLE STEPS AT 12" ON CENTER PER PROJECT SPECIFICATIONS. LOCATE WITHIN 24" OF COVER AND FLOOR OF MANHOLE, AND A MINIMUM OF 5" FROM PRECAST SECTION JOINT 6. PIPE SIZE, INVERT, AND SLOPE PER PLANS 7. PAVING SECTION PER PLANS 8. CONCRETE SHELF/CHANNEL, SLOPE 1 INCH/FOOT MINIMUM, FINE BRUSH FINISH. SHELF SHALL BE SET AT 1/2 THE PIPE DIAMETER NOTES: A. MANHOLE DIAMETER SHALL BE INCREASED, IF REQUIRED, TO PROVIDE A MINIMUM OF 12" SEPARATION BETWEEN PIPE CONNECTIONS, OR WHEN ANY PIPE DIAMETER IS GREATER THAN 1/2 THE DIAMETER OF THE MANHOLE B. MANHOLE ACCESS COVER SHALL NOT BE LOCATED DIRECTLY OVER A PIPE CONNECTION UNLESS DIRECTED OTHERWISE BY THE ENGINEER C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MANHOLES FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO PROCURING MATERIALS D. SELECTED MANHOLE SHALL MEET THE CRITERIA OF THE PROJECT SPECIFICATIONS AND BE INSTALLED ACCORDINGLY E. INLET AND OUTLET PIPES CONNECTIONS SHALL BE COMPLIANT WITH PROJECT SPECIFICATIONS OR THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION, WHICHEVER IS MOST STRINGENT 2 ECCENTRIC FLAT TOP ECCENTRIC CONE 1 3 3 4 4 5 5 4'-0" MIN 4'-0" MIN 6 6 6 6 7 5'-0" MIN GENERAL PLAN OF CHANNEL INTERSECTION 8 8 1/2 PIPE DIA. 1/2 PIPE DIA. 3" MIN 3" MIN CHANNELIZING NOTES: 1. CHANNEL ALIGNMENTS SHALL CONTINUE INSIDE MANHOLE FOR 6" BEFORE CURVING 2. RADIUS OF CHANNEL CENTERLINES SHALL BE NO LESS THAN THE INSIDE DIAMETER OF THE PIPE SANITARY SEWER MANHOLES NTS 7 C5.11 STORM LIFT STATION #2 SCHEMATIC - NORTH NTS 1 2 3 4 5 10 11 14 15 12 7 8 14 KEYNOTES: 1. DEEPEST INLET PIPE(S), SIZE PER PLANS 2. HIGH WATER ALARM, 3. 2ND PUMP ON, 4. 1ST PUMP ON, 5. PUMPS OFF, 6. MANHOLE SUMP, 7. EXPLOSION PROOF, NON-CLOG SUBMERSIBLE, DUPLEX PUMPS. GPM EACH 8. WET WELL STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PUMP PARTS, SUBMERSION, AND MINIMUM RUN TIME REQUIREMENTS PER MANUFACTURER. WET WELL SHALL BE VENTED PER PLANS 9. DRAIN PIPE FROM VALVE VAULT TO PUMP MANHOLE PER MANUFACTURER'S REQUIREMENTS 10. CHECK VALVE (ONE PER PUMP) 11. GATE VALVE (ONE PER PUMP) 12. DISCHARGE PIPE, SIZE PER PLANS 13. VALVE VAULT STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PARTS 14. HINGED ACCESS DOOR (GAS-TIGHT FOR A SANITARY PUMP STATION). DOOR TO BE TRAFFIC RATED WHEN LOCATED WITHIN AREAS OF TRAFFIC. RIM PER PLANS 15. WEATHERPROOF CONTROL BOX WITH HIGH LEVEL FLASHING ALARM LIGHT. LOCATE CONTROL BOX AND EMERGENCY SHUTOFF SWITCH WITH SIGN INDICATING "IN CASE OF SPILL - EMERGENCY PUMP OFF" ON BUILDING OR SERVICE POLE WHERE ALARM CAN BE SEEN BY TENANTS. FINAL LOCATION TO BE COORDINATED WITH BUILDING OWNER. CONTRACTOR TO COORDINATE POWER SUPPLY TO BOX 16. LIFTING CHAIN AND RAIL ASSEMBLY PER MANUFACTURER'S REQUIREMENTS NOTES: A. THIS DETAIL IS SCHEMATIC ONLY. CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS OF PUMPS (NON-CLOG, GRINDER STYLE PUMP FOR A SANITARY PUMP STATION), MANHOLES (DROP STYLE MANHOLE IF VERTICAL DROP FROM PIPE INVERT TO "PUMP OFF" ELEVATION IS GREATER THAN 3 FEET), VAULTS, CONTROLS AND AND ALL APPURTENANCES FOR ENGINEERS APPROVAL PRIOR TO CONSTRUCTION. PARTIAL OR INCOMPLETE SUBMITTALS WILL BE REJECTED B. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. C. MANHOLE TO BE WATERPROOFED ON EXTERIOR TO 6" ABOVE ORDINARY HIGH WATER AS REQUIRED. 13 9 6 13 12 8 9 11 7 1 16 PLAN VIEW SECTION VIEW 10 IE=172.08 IE=171.08 IE=170.58 IE=167.25 2133 ELEV=166.25 STORM LIFT STATION #1 SCHEMATIC - SOUTH NTS 1 2 3 4 5 10 11 14 15 12 7 8 14 KEYNOTES: 1. DEEPEST INLET PIPE(S), SIZE PER PLANS 2. HIGH WATER ALARM, 3. 2ND PUMP ON, 4. 1ST PUMP ON, 5. PUMPS OFF, 6. MANHOLE SUMP, 7. EXPLOSION PROOF, NON-CLOG SUBMERSIBLE, DUPLEX PUMPS. GPM EACH 8. WET WELL STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PUMP PARTS, SUBMERSION, AND MINIMUM RUN TIME REQUIREMENTS PER MANUFACTURER. WET WELL SHALL BE VENTED PER PLANS 9. DRAIN PIPE FROM VALVE VAULT TO PUMP MANHOLE PER MANUFACTURER'S REQUIREMENTS 10. CHECK VALVE (ONE PER PUMP) 11. GATE VALVE (ONE PER PUMP) 12. DISCHARGE PIPE, SIZE PER PLANS 13. VALVE VAULT STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PARTS 14. HINGED ACCESS DOOR (GAS-TIGHT FOR A SANITARY PUMP STATION). DOOR TO BE TRAFFIC RATED WHEN LOCATED WITHIN AREAS OF TRAFFIC. RIM PER PLANS 15. WEATHERPROOF CONTROL BOX WITH HIGH LEVEL FLASHING ALARM LIGHT. LOCATE CONTROL BOX AND EMERGENCY SHUTOFF SWITCH WITH SIGN INDICATING "IN CASE OF SPILL - EMERGENCY PUMP OFF" ON BUILDING OR SERVICE POLE WHERE ALARM CAN BE SEEN BY TENANTS. FINAL LOCATION TO BE COORDINATED WITH BUILDING OWNER. CONTRACTOR TO COORDINATE POWER SUPPLY TO BOX 16. LIFTING CHAIN AND RAIL ASSEMBLY PER MANUFACTURER'S REQUIREMENTS NOTES: A. THIS DETAIL IS SCHEMATIC ONLY. CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS OF PUMPS (NON-CLOG, GRINDER STYLE PUMP FOR A SANITARY PUMP STATION), MANHOLES (DROP STYLE MANHOLE IF VERTICAL DROP FROM PIPE INVERT TO "PUMP OFF" ELEVATION IS GREATER THAN 3 FEET), VAULTS, CONTROLS AND AND ALL APPURTENANCES FOR ENGINEERS APPROVAL PRIOR TO CONSTRUCTION. PARTIAL OR INCOMPLETE SUBMITTALS WILL BE REJECTED B. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. C. MANHOLE TO BE WATERPROOFED ON EXTERIOR TO 6" ABOVE ORDINARY HIGH WATER AS REQUIRED. 13 9 6 13 12 8 9 11 7 1 16 PLAN VIEW SECTION VIEW 10 IE=172.30 IE=171.30 IE=170.80 IE=165.71 1948 ELEV=164.71 SANITARY LIFT STATION SCHEMATIC NTS 1 2 3 4 5 10 11 14 15 12 7 8 14 KEYNOTES: 1. DEEPEST INLET PIPE(S), SIZE PER PLANS 2. HIGH WATER ALARM, 3. 2ND PUMP ON, 4. 1ST PUMP ON, 5. PUMPS OFF, 6. MANHOLE SUMP, . ASSUMES 12" SUBMERSION. CONTRACTOR SHALL NOTIFY ENGINEER IF DIFFERENT 7. EXPLOSION PROOF, NON-CLOG SUBMERSIBLE, DUPLEX PUMPS. GPM EACH 8. WET WELL STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PUMP PARTS, SUBMERSION, AND MINIMUM RUN TIME REQUIREMENTS PER MANUFACTURER. WET WELL SHALL BE VENTED PER PLANS 9. DRAIN PIPE FROM VALVE VAULT TO PUMP MANHOLE PER MANUFACTURER'S REQUIREMENTS 10. CHECK VALVE (ONE PER PUMP) 11. GATE VALVE (ONE PER PUMP) 12. DISCHARGE PIPE, SIZE PER PLANS 13. VALVE VAULT STRUCTURE TO BE SIZED BY CONTRACTOR TO FIT ALL NECESSARY PARTS 14. HINGED ACCESS DOOR (GAS-TIGHT FOR A SANITARY PUMP STATION). DOOR TO BE TRAFFIC RATED WHEN LOCATED WITHIN AREAS OF TRAFFIC. RIM PER PLANS 15. WEATHERPROOF CONTROL BOX WITH HIGH LEVEL FLASHING ALARM LIGHT. LOCATE CONTROL BOX AND EMERGENCY SHUTOFF SWITCH WITH SIGN INDICATING "IN CASE OF SPILL - EMERGENCY PUMP OFF" ON BUILDING OR SERVICE POLE WHERE ALARM CAN BE SEEN BY TENANTS. FINAL LOCATION TO BE COORDINATED WITH BUILDING OWNER. CONTRACTOR TO COORDINATE POWER SUPPLY TO BOX 16. LIFTING CHAIN AND RAIL ASSEMBLY PER MANUFACTURER'S REQUIREMENTS NOTES: A. THIS DETAIL IS SCHEMATIC ONLY. CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS OF PUMPS (NON-CLOG, GRINDER STYLE PUMP FOR A SANITARY PUMP STATION), MANHOLES (DROP STYLE MANHOLE IF VERTICAL DROP FROM PIPE INVERT TO "PUMP OFF" ELEVATION IS GREATER THAN 3 FEET), VAULTS, CONTROLS AND AND ALL APPURTENANCES FOR ENGINEERS APPROVAL PRIOR TO CONSTRUCTION. PARTIAL OR INCOMPLETE SUBMITTALS WILL BE REJECTED B. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH MANUFACTURERS SPECIFICATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. C. MANHOLE TO BE WATERPROOFED ON EXTERIOR TO 6" ABOVE ORDINARY HIGH WATER AS REQUIRED. 13 9 6 13 12 8 9 11 7 1 16 PLAN VIEW SECTION VIEW 10 IE=160.48 IE=159.48 IE=158.98 IE=158.27 60 ELEV=157.27 8 C5.11 8 C5.11 ASSUMED 96" ASSUMED 72" ASSUMED 96" 10 C5.11 1/2" R 1/2" R #4 BARS AT 24" O.C. 12" 12" MIN ROCK BASE COURSE SEE PAVING SECTION VCURB REINFORCED CONTINUOUS CURB STOP N.T.S. - 3/4 Ø x 24" STEEL DOWEL BARS AT 12" O.C. GREASED AND WRAPPED ONE SIDE THROUGH EVERY EXPANSION JOINT SEE PLANS FOR PAVING SECTION NOTES: A. PROVIDE EXPANSION JOINT 1 2" JOINT FILLER) AT 10'-0" O.C. ALIGN WITH TRAILER PARKING STALLS B. ALTERNATE CURB PROFILES MAY BE SUBMITTED FOR REVIEW AND APPROVAL C. CONCRETE SHALL BE 3000 PSI AT 28 DAYS. 6 SACK MIX, SLUMP: 1 1/2" TO 3" AND SPOT ELEVATIONS VARIES 26" MIN 5" 9" 3H:1V 11 C5.11 12 C5.11 ASPHALT TO CONCRETE TRANSITION NTS 2" 2" 1'-6" 1'-6" KEYNOTES: 1. CONCRETE PAVEMENT PER PLANS AND PROJECT SPECIFICATIONS 2. ASPHALT PAVEMENT AND BASE COURSE PER PLANS AND PROJECT SPECIFICATIONS 3. PROVIDE 3/8" TOOLED EDGE RADIUS ON CONCRETE AND APPLY SEALANT AT JOINT PER PROJECT SPECIFICATIONS 1 2 3 NOTES: A. THIS DETAIL IS NOT REQUIRED WHERE SIDEWALKS ABUT ASPHALT PAVEMENT IF PROVISIONS ARE SPECIFIED THAT PREVENT VEHICULAR ACCESS ONTO SIDEWALK VALVE AND BOX AND SMALLER) NTS CARSON METER BOX (OR EQUAL) 6" MIN CLEAR FLOW FLOW PER PLUMBING CODE 6" THICK LAYER OF DRAIN ROCK PUBLIC PRIVATE 24" MAX DOUBLE CHECK NOTES: A. BACKFLOW PREVENTER SHALL BE APPROVED BY THE STATE HEALTH DEPARTMENT AND PLUMBING CODE B. BACKFLOW BOX SHALL BE LOCATED IN A LANDSCAPE AREA, OR SHALL BE PROVIDED WITH A SLIP RESISTANT COVER IF IN A WALKWAY. BACKFLOW BOX SHALL NOT BE LOCATED IN A VEHICULAR AREA 13 C5.11 KEYNOTES: 1. CRUSHED, ANGULAR, 6"-10" DIAMETER ROCK (I.E. ODOT CLASS 50 RIP RAP). TOP OF RIP RAP LAYER TO BE FLUSH WITH ADJACENT GRADE 2. WOVEN FILTER FABRIC, ENCASING ALL BUT THE TOP SURFACE OF THE AGGREGATE 3. PIPE OUTFALL OR CURB BREAK LOCATION, WIDTH/DIAMATER, AND INVERT PER PLAN. CENTER RIP RAP PAD ON PIPE OUTFALL/CURB BREAK 4. RIP RAP PAD DIMENSIONS PER PLAN. IF NONE NOTED, INSTALL TO A MINIMUM WIDTH OF 12" TO EITHER SIDE OF A CURB BREAK OR PIPE OUTFALL AND 48" LONG 1 12" 2 3 NOTES: A. ALL FEATURES SHOWN OTHER THAN THE RIP RAP PAD ARE SHOWN FOR REFERENCE ONLY TO PROVIDE CONTEXT OF THE RIP RAP'S RELATIONSHIP TO ITS SURROUNDINGS. REFER TO THE PLANS FOR PROJECT SPECIFIC RELATIONSHIPS TO OTHER SITEWORK ELEMENTS 4 RIP RAP PAD NTS 14 C5.11 POST INDICATOR VALVE NTS OPEN 4 5 1 36" KEYNOTES: 1. FIRE SERVICE LINE PER PLAN 2. POST INDICATOR VALVE 3. INDICATOR POST 4. OPERATING WRENCH WITH PADLOCK AND LOCKING STAPLE 5. INDICATOR WINDOW 3 NOTES: A. INSTALLATION SHALL MEET ALL LOCAL FIRE CODE REQUIREMENTS. VERIFY REQUIREMENTS PRIOR TO MATERIAL PROCUREMENT B. PROVIDE TAMPER SWITCH ON POST INDICATOR VALVE (PIV) AND COORDINATE CONNECTION WITH THE FIRE PROTECTION DRAWINGS C. MAINTAIN 3' CLEARANCE IN ALL DIRECTIONS, UNLESS DIRECTED OTHERWISE BY THE LOCAL FIRE MARSHALL D. CONTRACTOR TO COORDINATE THE REQUIREMENT FOR BOLLARD PROTECTION WITH THE LOCAL FIRE MARSHALL AND NOTIFY ENGINEER IN ADVANCE OF INSTALLATION IF ADJUSTMENTS TO THE SITE PLAN MAY BE REQUIRED 2 15 C5.11 PARKING STALL STRIPING NTS WIDTH OF STALL PER PLAN MEASURED FROM MIDPOINT LENGTH OF STALL PER PLAN 1 SEE PLANS FOR CONDITION AT HEAD OF STALL KEYNOTES: 1. 4" WIDE WHITE STRIPE 2'-0" 2'-0" ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 222008500\DRAWINGS\CIVIL\085-C5.10.DWG NKB 12/15/22 08:46 1:1 C5.12 CIVIL CONSTRUCTION DETAILS NKB MWB REVISION SCHEDULE Issued As Delta Issue Date ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © SITE PLAN 1"=200' 1 EC1.0 JACK JOHNSON PERLO CONSTRUCTION [PHONE REDACTED] [EMAIL REDACTED] ECO-3-7122018 5 VICINITY MAP N.T.S. 2 EC1.0 222008500\DRAWINGS\CIVIL\085-EC1.0.DWG NKB 12/15/22 08:50 1:200 EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET SAO NKB REVISION SCHEDULE Issued As Delta Issue Date INSPECTION FREQUENCY TABLE CLEARING & DEMO MASS GRADING UTILITY INSTALLATION VERTICAL CONSTRUCTION FINAL STABILIZATION EROSION PREVENTION PRESERVE NATURAL VEGETATION X X X X GROUND COVER X HYDRAULIC APPLICATIONS X PLASTIC SHEETING X X MATTING DUST CONTROL X X X X X TEMPORARY/PERMANENT SEEDING X X X X BUFFER ZONE OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER) X X X X SEDIMENT FENCE (INTERIOR) X X X X X STRAW WATTLES FILTER BERM INLET PROTECTION X X X X DEWATERING X SEDIMENT TRAP NATURAL BUFFER ENCROACHMENT SEDIMENT BAG OTHER: RUNOFF CONTROL CONSTRUCTION ENTRANCE X X X PIPE SLOPE DRAIN OUTLET PROTECTION SURFACE ROUGHENING CHECK DAMS OTHER: POLLUTION PREVENTION PROPER SIGNAGE X X X X X HAZ WASTE MGMT X X X X X SPILL KIT ON-SITE X X X X X CONCRETE WASHOUT AREA X X OTHER: SITE SS SHEET THIS REVISIONS EVERGREEN ROAD ATTENTION EXCAVATORS 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 THESE RULES FROM THE CENTER BY CALLING [PHONE REDACTED]. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL [PHONE REDACTED]. CLIENT SPECHT DEVELOPMENT, INC. CONTACT: PETER SKEI, VICE PRESIDENT 10260 SW GREENBURG ROAD, SUITE 170 PORTLAND OR 97223 PHONE: [PHONE REDACTED] PROPERTY DESCRIPTION LOCATED IN THE NE 1/4 OF SECTION 14 AND THE NW 1/4 OF SECTION 13, TOWNSHIP 5 SOUTH, RANGE 2 WEST, W.M., CITY OF WOODBURN, MARION COUNTY, OREGON CIVIL ENGINEER MACKENZIE CONTACT: NICOLE BURRELL 1515 SE WATER AVE, SUITE 100 PORTLAND, OR 97214 PHONE: [PHONE REDACTED] PROJECT LOCATION SITE: WEST OF INTERSTATE 5, SOUTH OF SWEETWATER AVE, NORTH OF PARR ROAD NE FRONTAGE: EVERGREEN ROAD EXTENSION, STACY ALLISON WAY EXTENSION, NEW INDUSTRIAL ROAD WOODBURN, OR LATITUDE = 45°08'15.00"N LONGITUDE = 122°53'17.00"W RATIONALE STATEMENT A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. INITIALS SURVEYOR NORTHWEST SURVEYING, INC. CONTACT: CLINTON H. STUBBS JR. 1815 NW 169TH PLACE, SUITE 2090 BEAVERTON, OR 97006 PHONE: [PHONE REDACTED] GEOTECHNICAL NV5 CONTACT: NICK PAVEGLIO 9450 SW COMMERCE CIRCLE, SUITE 300 WILSONVILLE, OR 97070 PHONE: [PHONE REDACTED] TAX LOTS 00800 AND 00801 SEC 14 T5S R2W MARION COUNTY, OREGON NARRATIVE DESCRIPTION EXISTING SITE CONDITIONS · VACATED FARMLAND DEVELOPED CONDITIONS · INDUSTRIAL WAREHOUSE BUILDING WITH ASSOCIATED TRAILER PARKING, LANDSCAPE, DRIVE AISLE AND SIDEWALKS NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE · CLEARING (JUNE 2022) · MASS GRADING (JULY 2022) · UTILITY CONSTRUCTION (AUGUST 2022 TO OCTOBER 2022) · VERTICAL CONSTRUCTION (JULY 2022 TO MAY 2023) · FINAL STABILIZATION (JUNE 2023) SITE SOIL CLASSIFICATION: AM - AMITY SILT LOAM Da - DAYTON SILT LOAM WuA - WOODBURN SILT LOAM, 0 TO 3 PERCENT SLOPES RECEIVING WATER BODIES: EAST SENECAL CREEK TRIBUTARY SITE AREA: PRIVATE SITE: 1,194,807 SF (27.43 AC) PUBLIC IMPROVEMENTS: 104,012 SF (2.39 AC) IMPROVEMENTS: PRIVATE DISTURBED AREA: 1,198,907 SF (27.52 AC) PUBLIC DISTURBED AREA: 115,331 SF (2.65 AC) WEISZ PROPERTY EROSION AND SEDIMENT CONTROL PLAN WOODBURN, OREGON DEQ 1200-C PERMIT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT ISSUED FOR THIS PROJECT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. SITE INSPECTOR PERMITTEE'S SITE INSPECTOR: COMPANY/AGENCY: PHONE: E-MAIL: CERTIFICATION: CERTIFICATION NUMBER: CERTIFICATION EXPIRATION: STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES 1. ONCE KNOWN, INCLUDE A LIST OF ALL CONTRACTORS THAT WILL ENGAGE IN CONSTRUCTION ACTIVITIES ON SITE, AND THE AREAS OF THE SITE WHERE THE CONTRACTOR(S) WILL ENGAGE IN CONSTRUCTION ACTIVITIES. REVISE THE LIST AS APPROPRIATE UNTIL PERMIT COVERAGE IS TERMINATED (SECTION 4.4.C.I). IN ADDITION, INCLUDE A LIST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND MAINTENANCE OF STORMWATER CONTROL MEASURES (E.G. ESCP DEVELOPER, BMP INSTALLER (SEE SECTION 4.10), AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION 4.4.C.II) 2. VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SECTION 6.5) 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. (SECTION 6.5.Q) 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. (SECTION 4.7) 5. THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SECTIONS 4 AND 4.11) 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8) 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SECTION 4.9) 8. SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SECTION 2.2.2) 9. CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO PREVENT STORMWATER FROM BYPASSING CONTROLS AND PONDING. (SECTION 2.2.3) 10. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1) 11. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SECTION 2.2.5) 12. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE. (SECTION 2.2.4) 13. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SECTIONS 2.1.3) 14. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND CHANNELS AND STREAMBANKS. (SECTIONS 2.1.1. AND 2.2.16) 15. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SECTIONS 2.2.6 AND 2.2.13) 16. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SECTION 2.2.14) 17. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS.(SECTIONS 2.2.20 AND 2.2.21) 18. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION 2.3.7) 19. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESS DAY FOR THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE LIDS, PROVIDE EITHER COVER A TARP, PLASTIC SHEETING, TEMPORARY ROOF) TO PREVENT EXPOSURE OF WASTES TO PRECIPITATION, OR A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS SECONDARY CONTAINMENT). (SECTION 2.3.7) 20. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND- DISTURBING ACTIVITIES. (SECTION 2.2.7) 21. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SECTION 2.2.7.F) 22. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9) 23. ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT DISTURBED. (SECTION 2.2.10) 24. PREVENT SOIL COMPACTION IN AREAS WHERE POST-CONSTRUCTION INFILTRATION FACILITIES ARE TO BE INSTALLED. (SECTION 2.2.12) 25. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SECTIONS 2.2.15 AND 2.3) 26. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND STAMPED BY AN OREGON PROFESSIONAL ENGINEER. (SEE SECTION 2.2.17.A) 27. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. (SEE SECTIONS 2.2.17 AND 2.2.18) 28. PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED GROUNDWATER SEEPAGE DUE TO SHALLOW EXCAVATION ACTIVITIES. (SEE SECTION 2.4) 29. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SECTION 2.3) 30. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SECTION 2.2.9) 31. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SECTION 2.3.5) 32. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SECTION 1.2.9) 33. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SECTION 2.2) 34. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8) 35. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SECTION 2.1.5.B) 36. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. (SECTION 2.1.5.C) 37. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SECTION 2.1.5.D) 38. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIMEFRAME. (SECTION 2.2.19.A) 39. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SECTION 2.2.19) 40. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WILL BE TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 6.5.F.) 41. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SECTION 2.2.20) 42. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG TERM USE FOLLOWING TERMINATION OF PERMIT COVERAGE. (SECTION 2.2.21) SITE CONDITION 1. ACTIVE PERIOD 2. INACTIVE PERIODS GREATER THAN FOURTEEN (14) CONSECUTIVE CALENDAR DAYS THE INSPECTOR MAY REDUCE THE FREQUENCY OF INSPECTIONS IN ANY AREA OF THE SITE WHERE THE STABILIZATION STEPS IN SECTION 2.2.20 HAVE BEEN COMPLETED TO TWICE PER MONTH FOR THE FIRST MONTH, NO LESS THAN 14 CALENDAR DAYS APART, THEN ONCE PER MONTH 3. PERIODS DURING WHICH THE SITE IS INACCESSIBLE DUE TO INCLEMENT WEATHER 4. PERIODS DURING WHICH CONSTRUCTION ACTIVITIES ARE SUSPENDED AND RUNOFF IS UNLIKELY DUE TO FROZEN CONDITIONS ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES COMMENCE. WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING RUNOFF FROM SNOW MELT, THAT RESULTS IN DISCHARGE FROM THE SITE. AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER STORMWATER RUNOFF IS OCCURRING MINIMUM FREQUENCY IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT DISCHARGE POINT OR LOCATION OF THE RECEIVING WATERBODY VISUAL MONITORING INSPECTIONS MAY BE TEMPORARILY SUSPENDED.IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY 5. PERIODS DURING WHICH CONSTRUCTION ACTIVITIES ARE CONDUCTED AND RUNOFF IS UNLIKELY DURING FROZEN CONDITIONS VISUAL MONITORING INSPECTIONS MAY BE REDUCED TO ONCE A MONTH. IMMEDIATELY RESUME MONITORING UPON THAWING, OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY BMP MATRIX FOR CONSTRUCTION PHASES REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S *SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE **SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET EC2.0 ESCP CLEARING AND DEMOLITION PLAN EC3.0 ESCP MASS GRADING AND STABILIZATION PLAN EC4.0 ESCP UTILITY CONSTRUCTION PLAN EC5.0 ESCP VERTICAL CONSTRUCTION PLAN EC6.0 EROSION AND SEDIMENT CONTROL DETAILS THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION SHEET INDEX EROSION AND SEDIMENT CONTROL PLANS STACY ALLISON WAY INDUSTRIAL ROAD I-5 PROPOSED BUILDING OR HWY 219 INTERSTATE 5 STAFNEY LANE BUTTEVILLE RD S WOODLAND AVE PARR RD NE PARR RD NE EVERGREEN RD STUBB RD NE KIRKSEY ST STACY ALLISON WAY SWEETWATER AVE CESCL JUL 12, 2023 ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ESCP CLEARING AND DEMOLITION PLAN 1 EC2.0 222008500\DRAWINGS\CIVIL\085-EC2.0.DWG NKB 12/15/22 08:51 1:50 EC2.0 ESCP CLEARING AND DEMOLITION PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date NON-SIGNIFICANT DEPRESSION LEGEND SEDIMENT FENCE PER 3/EC6.0 LIMITS OF GRADING EXISTING DRAINAGE FLOW ARROW EXISTING CONTOUR WHEEL WASH PER 5/EC6.0 CONSTRUCTION ENTRANCE PER 2/EC6.0 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE NEAREST OFFICIAL RAIN GAUGE AURORA STATE AIRPORT, AURORA, OREGON ELEV: 194 FT; LAT/LON: 45.24658/-122.77095 TYPICAL WORKING HOURS 7AM-5PM WEEKDAYS 20' 50' MIN 01-02 01-05 01-03 01-03 01-03 01-03 01-03 01-10 01-03 EVERGREEN ROAD 01-07 KEYNOTES 01-02 CONSTRUCTION ENTRANCE PER 2/EC6.0 01-03 SEDIMENT FENCE PER 3/EC6.0 01-05 WHEEL WASH PER 5/EC6.0 01-07 PRIVATE LIMIT OF DISTURBANCE 01-10 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE. PROVIDE PERIMETER SEDIMENT FENCE PER 3/EC6.0 01-07 01-07 01-07 ---PAGE BREAK--- < ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ESCP MASS GRADING AND STABILIZATION PLAN 1 EC3.0 222008500\DRAWINGS\CIVIL\085-EC3.0.DWG NKB 12/15/22 08:51 1:50 EC3.0 ESCP MASS GRADING AND STABILIZATION PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date EVERGREEN ROAD LEGEND SEDIMENT FENCE PER 3/EC6.0 LIMIT OF GRADING EXISTING CONTOUR PROPOSED CONTOUR EXISTING DRAINAGE FLOW ARROW PROPOSED DRAINAGE FLOW ARROW WHEEL WASH PER 5/EC6.0 CONSTRUCTION ENTRANCE PER 2/EC6.0 SOIL STOCKPILE AREA PER 4/EC6.0 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE 181 01-02 01-05 01-04 01-09 01-04 01-10 01-07 01-07 01-07 PROPOSED BUILDING AREA FF=185.5 WQ WQ WQ WQ 20' 50' MIN EROSION CONTROL GENERAL NOTES 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 2. CREEPING RED FESCUE (20% BY WEIGHT) C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 1. ANNUAL RYEGRASS (40% BY WEIGHT) 2. TURF-TYPE FESCUE (60% BY WEIGHT) 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 13. AVOID PAVING WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 16. AREAS MARKED AS "WQ" SHALL NOT HAVE CONSTRUCTION RUNOFF DIRECTED TOWARDS THEM. THESE AREAS SHALL BE PROTECTED SO AS TO NOT IMPACT THEIR NATURAL INFILTRATION CHARACTERISTICS. NON-SIGNIFICANT DEPRESSION (NO GRADING) 185 182 183 184 186 187 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 182 183 184 185 183 184 185 185 184 183 185 184 183 186 185 184 185 184 183 182 185 184 183 185 185 185 185 188 187 186 185 184 185 184 183 182 185 184 183 183 183 182 181 180 179 182 181 180 179 182 181 180 179 180 181 182 183 184 179 180 181 184 183 184 185 185 183 183 179 180 181 182 183 184 183 183 183 185 180 179 181 182 184 183 KEYNOTES 01-02 CONSTRUCTION ENTRANCE PER 2/EC6.0 01-04 AREA FOR TEMPORARY SOIL STOCKPILE FROM EARTHWORK CUTTINGS. COVER STOCKPILE PER 4/EC6.0 01-05 WHEEL WASH PER 5/EC6.0 01-07 PRIVATE LIMIT OF DISTURBANCE 01-09 AREA FOR JOB TRAILERS, EQUIPMENT AND MATERIAL STAGING AND PORTABLE BATHROOMS. BASE ROCK SECTION SIMILAR TO ROAD PAVEMENT SECTION OF 1.5" - 0" COMPACTED CRUSHED ROCK 01-10 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE. PROVIDE PERIMETER SEDIMENT FENCE PER 3/EC6.0 179 ---PAGE BREAK--- 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 SHEET THIS REVISIONS < ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ESCP UTILITY CONSTRUCTION PLAN 1 EC4.0 222008500\DRAWINGS\CIVIL\085-EC4.0.DWG NKB 12/15/22 08:52 1:50 EC4.0 ESCP UTILITY CONSTRUCTION PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date NON-SIGNIFICANT DEPRESSION (NO GRADING) LEGEND 01-06 01-01 TYP 01-01 TYP 01-01 TYP 01-01 TYP 01-01 TYP 01-08 01-08 01-08 01-08 PROPOSED BUILDING FF=185.5 EVERGREEN ROAD WQ WQ WQ SEDIMENT FENCE PER 3/EC6.0 LIMITS OF GRADING EXISTING CONTOUR PROPOSED CONTOUR STORM LINE SANITARY LINE FIRE WATER LINE DOMESTIC WATER LINE CATCH BASIN SEDIMENT FILTER BAG PER 1/EC6.0 CONCRETE WASHOUT PER 6/EC6.0 WHEEL WASH PER 5/EC6.0 CONSTRUCTION ENTRANCE PER 2/EC6.0 SOIL STOCKPILE AREA PER 4/EC6.0 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE INDUSTRIAL ROAD 181 UTILITIES PHASE NOTES 1. PROPOSED DETENTION POND TO BE DISCHARGE POINT FOR ALL STORMWATER RUNOFF CONVEYANCE 2. ANY TRENCH DEWATERING SHALL BE DISCHARGE THROUGH A FILTER BAG INTO DETENTION POND WITHIN THE FOREBAY AREAS AS SHOWN 3. STRAW MULCH AND/OR HYDROSEED SHALL BE USED FOR TEMPORARY STABILIZATION OF ANY EXPOSED TRENCH SPOILS (INCLUDING STOCKPOLE IF PLASTIC SHEETING DOESN'T WORK) 01-11 TYP 01-11 TYP 01-11 TYP WQ EROSION CONTROL GENERAL NOTES 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 2. CREEPING RED FESCUE (20% BY WEIGHT) C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 1. ANNUAL RYEGRASS (40% BY WEIGHT) 2. TURF-TYPE FESCUE (60% BY WEIGHT) 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 13. AVOID PAVING WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 16. AREAS MARKED AS "STORM FACILITY" SHALL NOT HAVE CONSTRUCTION RUNOFF DIRECTED TOWARDS THEM. THESE AREAS SHALL BE PROTECTED SO AS TO NOT IMPACT THEIR NATURAL INFILTRATION CHARACTERISTICS. KEYNOTES 01-01 CATCH BASIN SEDIMENT FILTER BAG PER 1/EC6.0 01-06 CONCRETE WASHOUT PER 6/EC6.0 01-08 PROVIDE AND MAINTAIN 2" THICK COVER LAYER OF COMPOST OVER FINAL GRADING LAYER OF DISTURBED SOIL AREA OF STORMWATER FACILITY AREA UNTIL PERMANENT GROUND COVER PLANTINGS ARE ESTABLISHED 01-11 INLET PROTECTION TYPE 6 PER 7/EC6.0 01-01 TYP 01-01 TYP 180 179 181 180 179 181 182 180 185 179 181 182 183 184 186 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 181 182 183 185 183 184 183 185 184 183 184 183 184 183 188 187 186 185 184 184 183 185 184 183 185 182 183 184 179 180 181 182 183 185 184 180 179 181 182 185 184 183 182 180 179 181 182 187 184 185 184 185 184 183 187 183 184 183 182 181 180 179 185 182 183 184 186 187 ---PAGE BREAK--- < SS SHEET THIS REVISIONS ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY O MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: DATE: NORTHWEST SURVEYING, INC JUNE 2018 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © ESCP VERTICAL CONSTRUCTION PLAN 1 EC5.0 222008500\DRAWINGS\CIVIL\085-EC5.0.DWG NKB 12/15/22 08:52 1:50 EC5.0 ESCP VERTICAL CONSTRUCTION PLAN SAO NKB REVISION SCHEDULE Issued As Delta Issue Date NON-SIGNIFICANT DEPRESSION (NO GRADING) LEGEND SEDIMENT FENCE PER 3/EC6.0 CATCH BASIN SEDIMENT FILTER BAG PER 1/EC6.0 CONCRETE WASHOUT PER 6/EC6.0 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE PAVEMENT LEGEND VERTICAL CONSTRUCTION PHASE NOTES 1. ALL CONSTRUCTION MATERIALS THAT COULD LEAD TO POLLUTION IF SPILLED NOT IN IMMEDIATE USE SHALL BE STORED IN A STORAGE BOX AT THE NORTH OF THE SITE (AS SHOWN) TO PREVENT SPILLS AND EXPOSURE TO WET WEATHER 2. FOR SPILL PREVENTION SPILL KITS AND OTHER SPILL CONTAINMENT DEVICES (I.E WATTLES, ABSORBENT SOCKS/BOOMS, ORGANIC OIL ABSORBENTS AGENT, ETC.) SHALL BE KEPT ONSITE WITHIN THE STORAGE CONTAINER MENTIONED ABOVE THROUGH THE COMPLETION OF THE PROJECT 01-10 PROPOSED BUILDING EVERGREEN ROAD WQ WQ WQ WQ INDUSTRIAL ROAD 01-12 #1 01-12 #4 138' 41' SEDIMENT BASIN # DRAINAGE AREA (SF) VOLUME REQUIRED (CF) VOLUME PROVIDED (CF) 1 147,638 12,201 12,465 2 45,691 3,776 3,969 3 54,641 4,516 4,761 4 152,760 12,625 12,996 SEDIMENT BASIN DATA 23' 120' 3:1 01-12 #2 01-12 #3 15' 45' 3:1 63' 33' 69' 17' 35' 51' 50' 32' 96' 114' EROSION CONTROL GENERAL NOTES 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. B. DWARF GRASS MIX (MIN. 100 LB./AC.) 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 2. CREEPING RED FESCUE (20% BY WEIGHT) C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 1. ANNUAL RYEGRASS (40% BY WEIGHT) 2. TURF-TYPE FESCUE (60% BY WEIGHT) 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 13. AVOID PAVING WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 16. AREAS MARKED AS "STORM FACILITY" SHALL NOT HAVE CONSTRUCTION RUNOFF DIRECTED TOWARDS THEM. THESE AREAS SHALL BE PROTECTED SO AS TO NOT IMPACT THEIR NATURAL INFILTRATION CHARACTERISTICS. DISCHARGE MONITORING REQUIREMENTS 1. THE REGISTRANT MUST BEGIN THE PH MONITORING PERIOD WHEN THE ENGINEERED SOILS ARE FIRST EXPOSED TO PRECIPITATION AND MUST CONTINUE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE OCCURRENCE OF DISCHARGE FROM THE SITE, OR THE OCCURRENCE OF A STORM EVENT OF 0.10 INCHES OR GREATER UNTIL FINAL STABILIZATION OF THE AREA OF ENGINEERED SOILS IS ESTABLISHED (SEE SECTION 2.2.21). 2. DOCUMENT THE DATE WHEN SOIL AMENDMENTS WERE ADDED AND FINAL STABILIZATION ACHIEVED IN THE INSPECTION REPORT PER SECTION 6.5. 3. THE REGISTRANT MUST MONITOR THE PH OF STORMWATER IN THE SEDIMENT BASINS/IMPOUNDMENTS AND AT DISCHARGE LOCATIONS THAT RECEIVE STORMWATER RUNOFF FROM THE AREA WHERE ENGINEERED SOILS WERE USED BEFORE THE STORMWATER DISCHARGES TO SURFACE WATERS. 4. THE BENCHMARK VALUE FOR PH IS DEFINED IN STANDARD UNITS (SU), AND DETERMINED BY THE RIVER BASIN CONTAINING THE RECEIVING WATERBODY ACCORDING TO OAR [PHONE REDACTED]. ANYTIME MONITORING INDICATES THAT THE PH OF THE SITE’S STORMWATER IS THE MAXIMUM ALLOWED SU OR GREATER, THE REGISTRANT MUST EITHER: 4.1. PREVENT THE HIGH PH WATER FROM ENTERING STORM SEWER SYSTEMS OR SURFACE WATERS; OR 4.2. ADJUST OR NEUTRALIZE THE HIGH PH WATER UNTIL IT IS IN THE RANGE OF PH SU ACCEPTABLE FOR DISCHARGE TO THE RIVER BASIN CONTAINING THE RECEIVING WATERBODY BY USING AN APPROPRIATE TREATMENT BMP SUCH AS CARBON DIOXIDE (CO2) SPARGING OR DRY ICE. THE REGISTRANT MUST OBTAIN WRITTEN PERMISSION FROM DEQ OR AGENT BEFORE USING ANY FORM OF CHEMICAL TREATMENT OTHER THAN CO2 SPARGING OR DRY ICE PER SECTION 1.2.9. 5. THE REGISTRANT MUST PERFORM PH MONITORING ON SITE WITHIN 15 MINUTES OF SAMPLE COLLECTION WITH AN ACCURATELY CALIBRATED PH METER. THE REGISTRANT MUST RECORD THE PH MONITORING RESULTS AND ANY PH ADJUSTMENT TREATMENTS IN THE INSPECTION REPORT. 01-06 KEYNOTES 01-06 CONCRETE WASHOUT PER 6/EC6.0 01-10 AREA FOR SOLID AND HAZARDOUS WASTE, FUEL STORAGE AND REFUELING AND EQUIPMENT STORAGE AND MAINTENANCE. PROVIDE PERIMETER SEDIMENT FENCE PER 3/EC6.0 01-12 SEDIMENT BASIN PER STATEWIDE 1200C PERMIT SECTION 2.2.17 AND 2.2.18 CONCRETE DOCKS: 7 INCH NON-REINFORCED CONCRETE ON 6 INCH AGGREGATE BASE AT THE LOADING DOCKS DOLLY PADS: 7 INCH NON-REINFORCED CONCRETE ON 4 INCH AGGREGATE BASE HEAVY DUTY ASPHALT: · 5.5 INCH AC WITH 14 INCH BASE AND SUBGRADE GEOTEXTILE OR · 5.5 INCH AC WITH 4 INCH BASE AND 16 INCH CEMENT AMENDED SUBBASE LIGHT DUTY ASPHALT: · 4.5 INCH AC OVER 14 INCH BASE AND SUBGRADE GEOTEXTILE OR · 4.5 INCH AC OVER 4 INCH BASE OVER 14 INCH CEMENT AMENDED SUBBASE CAR PARKING ASPHALT: · 3 INCH AC WITH 9 INCH AGGREGATE BASE AND SUBGRADE GEOTEXTILE OR · 3 INCH AC WITH 4 INCH BASE AND 12 INCH CEMENT AMENDED SUBBASE CAR TRAVEL ASPHALT: · 4 INCH AC WITH 9 INCH AGGREGATE BASE AND SUBGRADE GEOTEXTILE OR · 4 INCH AC WITH 4 INCH BASE AND 12 INCH CEMENT AMENDED SUBBASE SIDEWALK: 5' (MIN) WIDE x 4" THICK CONCRETE AND BROOM FINISHED WITH TOOLED CONTROL JOINTS ---PAGE BREAK--- ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © EC6.0 EROSION AND SEDIMENT CONTROL DETAILS BMR NKB REVISION SCHEDULE Issued As Delta Issue Date 1 EC6.0 2 EC6.0 4 EC6.0 5 EC6.0 6 EC6.0 3 EC6.0 7 EC6.0 MODIFIED 8" MIN DEPTH SUBGRADE GEOTEXTILE FABRIC 18"