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Home My WebLink AboutPlans Applicant 4/5/20242645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_COVER.dwg Layout Tab: C-001 COVER User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:22:18 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440COVER FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1101 C-001 OWNER / PROJECT MANAGER: SANIPAC INC., 1650 GLENWOOD BLVD EUGENE, OR 97440 CONTACT: DARREN HANSEN PHONE:(360) 566-6920 EMAIL:DARREN.HANSEN@WASTECONNECTIONS.COM CIVIL AND ENVIRONMENTAL ENGINEER: PBS ENGINEERING AND ENVIRONMENTAL, INC. 1325 SE TECH CENTER DRIVE SUITE #140 VANCOUVER, WA 98683 (360) 695-3488 SEAN HANRAHAN, PE SENIOR ENVIRONMENTAL ENGINEER (360) 213-0433 SEAN.HANRAHAN@PBSUSA.COM JANESSA SANDOVAL, EIT ENVIRONMENTAL ENGINEERING STAFF (541) 686-8684 JANESSA.SANDOVAL@PBSUSA.COM CORY TAYLOR, EIT PROJECT ENGINEER (425) 654-8474 CORY.TAYLOR@PBSUSA.COM WATER QUALITY TREATMENT SYSTEM PROVIDER: NEWTERRA PORTLAND 205 SE SPOKANE ST. SUITE #300 PORTLAND, OR 97202 CONTACT:CHRIS FROMME PHONE:(800) 680-3543 EMAIL:CFROMME@NEWTERRA.COM SITE INFORMATION: PHYSICAL ADDRESS: 1650 GLENWOOD BLVD EUGENE, OR 97440 PROJECT AREA: 8,500 SF PARCEL AREA: 6.58 AC SANIPAC, INC. SANIPAC STORMWATER TREATMENT SPRINGFIELD, OREGON LOCATED IN THE CITY OF SPRINGFIELD, OREGON, SW 1 4 OF SEC 34, T17S, R3W, WILLAMETTE MERIDIAN, OREGON, LAT 44.042972, LONG -123.043883 LANE COUNTY, OREGON, TAX MAP AND LOT #1703343300800 SCALE: 1" = 2000' (@ 22X34) LOCATION MAP NTS VICINITY MAP Scale 1" = 0 2000'4000' 2000' 1000' OREGON PORTLAND SOURCE: USGS TOPO MAPS SITE SITE CONTACT INFORMATION: 1.THE UNDERGROUND UTILITIES SHOWN HEREON WERE BASED ON UTILITY LOCATE PAINT MARKS SUPPLIED BY THE OREGON UTILITY NOTIFICATION CENTER (PRE-SURVEY TICKET REQUESTS SUBMITTED ON 2/20/2018 AND PROCESSED AS TICKET NUMBER 18041769.) AS WELL AS SURFACE EVIDENCE AND PRIVATE AS-BUILT RECORDS. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 2.CERTAIN UTILITIES ONSITE (WATER, SANITARY, STORM, GAS, ETC.) MAY NOT HAVE CONDUCTIBLE OR TRACEABLE LINES AND MAY BE PRESENT. 3.PRIVATE ON-SITE CONDUCTIBLE UTILITY LOCATES WERE PERFORMED BY ADVANCED UNDERGROUND UTILITY LOCATING SERVICES ON 3/07/2018 PROJECT NOTES PROJECT LOCATION SOURCE: USGS EUGENE EAST, OR QUADRANGLE 1986, PHOTO REVISED 1986. BASE SURVEY CONTROL: VERTICAL DATUM: THE VERTICAL DATUM FOR THIS SURVEY IS NAVD88. SITE BENCHMARK: PBS CP#4 ELEVATION=437.17' N: 876173.25' E: 4252445.81' THE VERTICAL BENCHMARK IS A MAG NAIL IN ASPHALT LOCATED 27' EAST OF THE NORTHEAST CORNER OF A BUILDING, 18' SOUTHEAST OF A CLEANOUT, AND 37' SOUTHWEST OF A STORM MANHOLE. *ELEVATION WAS TRANSFERRED FROM CITY OF SPRINGFIELD CONTROL POINT 605 (ELEVATION=436.59') THROUGH DIFFERENTIAL LEVELS. THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON THE OREGON REAL-TIME GNSS NETWORK (ORGN). HORIZONTAL DATUM: NAD 83(2011) STATE PLANE COORDINATES (OREGON SOUTH ZONE 3602) DISTANCES SHOWN HEREON ARE GROUND DISTANCES. DRAWING SHEET LIST TABLE Sheet Number Sheet Title C-001 COVER C-002 LEGEND AND GENERAL ABBREVIATIONS C-003 GENERAL CONSTRUCTION AND ESCP NOTES C-101 SITE PREPARATION AND ESCP C-102 ESCP DETAILS C-103 ESCP DETAILS C-201 SITE PLAN C-202 PLAN PROFILE VIEWS C-203 PUMP, VAULT, STORAGE TANK AND WATER QUALITY DETAILS C-301 TYPICAL DETAILS C-302 DETAILS 2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_COVER.dwg Layout Tab: C-002 LEGEND AND GENERAL ABBREVIATIONS User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:22:19 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440LEGEND AND GENERAL ABBREVIATIONS FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1102 C-002 ACAcres EOPEdge Of Pavement APP'DApproved EREnd Curb Return ASS'YAssembly ESMTEasement AVEAvenue BFButterfly EXTGExisting BLVDBoulevard BMBenchmark BOBlow Off BOCBack Of Curb BRBegin Curb Return C/OCare Of CBCatch Basin CEMCement CFCubic Feet CICast Iron CIRCircle CMPCorrugated Metal Pipe COCleanout COMBCombination COMPCompaction CONCConcrete CPECorrugated Polyethylene CSPConcrete Sewer Pipe CTCourt CYCubic Yard DDepth DIDuctile Iron DIADiameter DIPDuctile Iron Pipe DSDown Spout ELElevation ELECElectric Abbreviation Legend FFFinished Floor FGFinished Grade FHFire Hydrant FLFlange FMForce Main FTFoot / Feet GGas GLGutter Line GRDGround GVGate Valve Existing Linetype Legend WET BUFF Existing Centerline Existing Right-of-way Existing Wetland Perimeter Existing Wetland Buffer OHP OHP T T Existing 15" Storm Sewer Pipe Existing 24" Water Pipe Existing 18" Water Pipe Existing 15" Water Pipe Existing 12" Water Pipe Existing 10" Water Pipe Existing 8" Water Pipe Existing 6" Water Pipe Existing 4" Water Pipe Existing Water Pipe Existing 18" Storm Sewer Pipe Existing 24" Storm Sewer Pipe Existing Telephone Line Existing Over Head Power Line Existing Electric Line Existing Cable Tv Line Existing Gas Line Existing Storm Sewer Pipe Existing 4" Storm Sewer Pipe Existing 6" Storm Sewer Pipe Existing 8" Storm Sewer Pipe Existing 10" Storm Sewer Pipe Existing 12" Storm Sewer Pipe Existing 24" Sanitary Sewer Pipe Existing 18" Sanitary Sewer Pipe Existing 15" Sanitary Sewer Pipe Existing 12" Sanitary Sewer Pipe Existing 10" Sanitary Sewer Pipe Existing 8" Sanitary Sewer Pipe Existing 6" Sanitary Sewer Pipe Existing 4" Sanitary Sewer Pipe Existing Sanitary Sewer Pipe Existing Contour 253 Existing Curb Existing Lot Line Symbol Legend Proposed Bollard Proposed/Relocated Street Light Proposed Catch Basins Proposed Rain Drain Proposed Storm Cleanout Proposed Storm Manhole Proposed Sanitary Manhole Existing Water Valve GV WV Existing Gas Valve HY DExisting Fire Hydrant Existing Power Pole Existing Water Meter Existing Electrical Pedestal Existing Project Bench Mark Existing Monument SExisting Sanitary Manhole Existing Storm Manhole Existing Catch Basin Existing Combo Inlet Existing Telephone Pad Existing Cleanout Existing Flow Line ➤➤ Existing Paint Stripe Existing Area Drain Existing Sanitary Force Main Existing Building Proposed Area Drain Existing Property Line Existing Irrigation Pipe Existing 4" Irrigation Pipe Existing 6" Irrigation Pipe Existing 8" Irrigation Pipe Existing 10" Irrigation Pipe Existing 12" Irrigation Pipe Existing Irrigation Lateral Existing 30" Sanitary Sewer Pipe Existing Railroad Existing Gravel road Existing Fence Existing Wall Existing Quarter Section Existing Utility Easement FO FOExisting Fiber Optic Line UGP UGPExisting Underground Utility Line Existing Water Lateral Proposed Sedimentation Manhole Proposed Drywell Proposed Combination Curb Inlet Proposed Storm Reducer Proposed Sanitary Cleanout Proposed Sanitary Reducer Proposed Sanitary Cap Proposed Road Barrier Proposed Road Sign Proposed Flow Arrow Proposed Tree Removal Proposed Fire Protection Vault Proposed Water Meter Proposed Water Backflow Device Proposed Water Bend Tee W/valve Proposed Water Bend Tee W/tb Proposed Water 90° Bend W/tb Proposed Fire Hydrant Proposed Water 45° Bend W/tb Proposed Water Stand Pipe Proposed Water Valve Proposed Water Bend X Proposed Water Temporary Blowoff Proposed Water Standard Blowoff Proposed Water Reducer Proposed Water Thrust Block Proposed Water 11¼° Bend W/tb Proposed Water 22½° Bend W/tb CEMCement Centerline LC EVCEnd Vertical Curb CONSTConstruction Proposed/Future Linetype Legend Proposed Centerline Proposed Right-of-way Proposed Sawcut Line Proposed Contour Proposed Easement Proposed Storm Under Drain Proposed Storm Rain Drain Proposed Water Lateral Proposed Water Pipe Proposed Storm Pipe Proposed Sanitary Sewer Pipe 253 Proposed Lot Line Proposed Curb & Gutter Proposed End Of Pav't ➤➤➤Proposed Flow Line Proposed Sidewalk Proposed Wall Proposed Sanitary Force Main Proposed Building Proposed Setback Proposed Property Line Proposed Sanitary Lateral Proposed Irrigation Pipe Proposed Irrigation Lateral Proposed Cut Line Proposed Score Line Proposed Paint Stripe Proposed Fence Proposed Wetland Buffer Proposed Wetland Perimeter Erosion Control Filter Fabric Fence Symbol Legend Proposed Irrigation Meter Proposed Irrigation Backflow Device Proposed Irrigation Bend Tee W/valve Proposed Irrigation Bend Tee W/tb Proposed Irrigation 90° Bend W/tb Proposed Irrigation 45° Bend W/tb Proposed Irrigation Stand Pipe Proposed Irrigation Valve Proposed Irrigation Bend X Proposed Irrigation Temporary Blowoff Proposed Irrigation Standard Blowoff Proposed Irrigation Reducer Proposed Irrigation Thrust Block Proposed Water 11¼° Bend W/tb Proposed Water 22½° Bend W/tb IP-1 E 3.30& ID number (Puget Sound) Erosion Control feature code Proposed Inlet Protection Pillow Proposed Gravel Construction Entrance Proposed Sedimentation Trap BMP Type (Puget Sound) Abbreviation Legend PPPower Pole PRCPoint Of Reverse Curve PRVCPoint Of Reverse Vertical Curve PTPoint Of Tangent PVCPolyvinyl Chloride RRadius R/WRight Of Way RETReturn HWHigh Water Elevation HYDHydrant IEInvert Elevation INTXIntersection INVInvert LLength LATLateral LTLeft MAXMaximum MHManhole MINMinimum MJMechanical Joint No. or #Number OHEOverhead Electric PAV'TPavement PCPoint Of Curve PLPlace SHTSheet SSStainless Steel STLSteel STStreet STAStation Centerline STDStandard STMStorm TTangent TBThrust Block TBMTemporary Benchmark TCTop Of Curb TELTelephone TEMPTemporary TOPTop Of Manhole TYPTypical UGEUnderground Electric VCVertical Curve VERTVertical WTRWater W/With W/OWithout WMWater Meter YDYard RTRight S/WSidewalk SANSanitary PVIPoint Of Vertical Intersection HORIZHorizontal APAngle Point BVCBegin Vertical Curve Proposed Type 2 Junction Box Proposed Type 1 Junction Box Proposed Contactor Service Cabinet Proposed/Replaced Street Light Fixture C C C C F F F F Proposed Limits of Cut Proposed Limits of Fill Proposed Wattle Aproximate APPRX ESCErosion Sediment Control Existing Control Point PEDPedestal Proposed Monument HDPEHigh Density Polyethylene O.C.On Center SDStorm Drain Existing Tree Existing Flow Arrow Existing Pipe Removal Proposed Standard Drain Spigot 2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_COVER.dwg Layout Tab: C-003 GENERAL CONSTRUCTION AND ESCP NOTES User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:22:24 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440GENERAL CONSTRUCTION AND ESCP NOTES FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1103 C-003 A.ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS "STANDARD CONSTRUCTION SPECIFICATIONS, 1994" AS AMENDED IN 1998 (OR CURRENT ADDITION), IN ADDITION TO THESE PLANS. B.OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (800) 332-2344. C.LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATING OR "POTHOLING". THE "ONE-CALL" NUMBER IS (800) 332-2344 D.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES ON THE TIMING OF INSTALLATION OF THEIR FACILITIES. E.THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK, “SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES", CURRENT EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AT THE PRE-CONSTRUCTION CONFERENCE FOR CITY REVIEW AND APPROVAL (IF APPLICABLE). F.ALL SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES (PIPE, CATCH BASINS, MANHOLES, ETC.) SHALL BE INSPECTED BY THE CONTRACTOR AND THE CITY'S PUBLIC WORKS MAINTENANCE DEPARTMENT PRIOR TO HOOKING UP TO THEM. CONTACT KEITH MIYATA (726-3615) OR RON SATHER (726-2240) NO LESS THAN 48 HOURS PRIOR TO DESIRED INSPECTION TIME. G.BEFORE BACK-FILLING THE END OF A MAINLINE PIPE, NOT ENDING AT A MANHOLE OR A CLEAN OUT, THE CONTRACTOR SHALL PERFORM THE TV INSPECTION AS REQUIRED BY THE STANDARD SPECIFICATIONS AND ALLOW THE CONSULTING ENGINEER TO DETERMINE THE EXACT LOCATION AND ELEVATION OF THE END OF THE PIPE. H.WHERE CONNECTING TO AN EXISTING PIPE. THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION, CONDITION, AND POSITIVE FLOW BEFORE LAYING ANY NEW PIPE ON THAT SYSTEM. I.THE SEWER GRADE SHALL BE PER THE PLANS SPECIFICATIONS AND WITH THE MINIMUM COVER AS SHOWN ON THE PLANS. J.THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE SEWER AFTER ALL BACKFILL AND BEFORE THE FINAL LIFT OF ASPHALT PAVING. THE CONTRACTOR SHALL SUPPLY THE CITY WITH A WRITTEN T.V. REPORT AND VIDEO TAPE FOR CITY APPROVAL AT LEAST 2 WORKING DAYS BEFORE THE PRE-PAVING MEETING. K.CONTRACTOR TO SCHEDULE A PRE-PAVING CONFERENCE 24 HOURS PRIOR TO PAVING. CONTACT RON SATHER (726-2240). L.ALL JOINTS BETWEEN EXISTING AND NEW ASPHALT PAVING SHALL BE SEALED WITH POLYMERIZED ASPHALT AND SANDED TO PREVENT PICK UP. M.COMPACTION REQUIREMENTS: LAYER RATE TEST SUBGRADE 95%T99 CRUSHED ROCK 95%T180 ASPHALT (LOCAL)90%RICE ASPHALT (COLLECTOR/ARTERIAL)92%RICE N.CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI): CONCRETE USE FIELD LABORATORY SIDEWALK/ADA RAMPS 3000 3450 CURBS/GUTTERS 3500 4025 DRIVEWAYS 3500 4025 PAVEMENT 4000 4600 O.CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDICTIONS SUCH AS LANE COUNTY, OREGON DEPARTMENT OF TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE ARMY CORPS OF ENGINEERS, OR THE DEPARTMENT OF ENVIRONMENTAL QUALITY. P.ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WILL BE BOUND BY THE CURRENT REQUIREMENTS OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE, PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER CITY DEPARTMENT PRIOR TO DOING PRIVATE WORK. Q.EARTHWORK OUTSIDE THE RIGHT OF WAY AND PUBLIC EASEMENTS IN EXCESS OF 50 CUBIC YARDS REQUIRES A LAND AND DRAINAGE ALTERATION PERMIT (LDAP) R.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED BEFORE START OF CONSTRUCTION. ALL UTILITIES, CONTRACTORS AND CITY REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST 5 WORKING DAYS PRIOR TO THE PRE CONSTRUCTION CONFERENCE. S.THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. T.REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY PRIOR TO IMPLEMENTATION. U.CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE STANDARD SPECIFICATION TO THE CITY FOR APPROVAL PRIOR TO BEGINNING WORK. V.CONTRACTOR SHALL BE AWARE IF PAVING IS NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER 15, WET WEATHER PROVISIONS INCLUDED ADDITIONAL ROCK SUBSTRUCTURE AND GEOTEXTILE FABRIC SHALL BE USED. REFER TO STANDARD SPECIFICATION SECTION 301.1.01 AND THE TYPICAL CROSS SECTIONS CONTAINED HEREIN FOR DETAILS. CONSTRUCTION SEQUENCE CITY OF SPRINGFIELD, CHAPTER 8.07. A DETAILED CONSTRUCTION SEQUENCE IS NEEDED TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE APPLIED AT THE APPROPRIATE TIMES. PRIOR TO SCHEDULING THE PRE-CONSTRUCTION CONFERENCE, THE ENGINEER SHALL IDENTIFY THE APPROXIMATE DATES OF PROPOSED ACTIVITIES AND SUBMIT IT TO THE CITY FOR REVIEW AND APPROVAL. A RECOMMENDED CONSTRUCTION SEQUENCE IS PROVIDED BELOW: A.CONDUCT A PRE-CONSTRUCTION MEETING. B.FLAG OR FENCE CLEARING LIMITS C.INSTALL CATCH BASIN PROTECTION, IF REQUIRED. D.GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). E.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). F.CONSTRUCT SEDIMENT PONDS AND TRAPS. G.GRADE AND STABILIZE CONSTRUCTION ROADS. H.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. I.MAINTAIN EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH CITY OF SPRINGFIELD STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. J.UPDATE EROSION AND SEDIMENT CONTROL MEASURES TO HANDLE MAJOR CHANGE IN SITE CONDITIONS. K.COVER ALL AREAS THAT WILL REMAIN UNDISTURBED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. L.STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. M.SEED OR SOD ANY AREAS TO REMAIN UNDISTURBED FOR MORE THAN 30 DAYS. N.UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMP(S) IF APPROPRIATE. THE CONTRACTOR SHALL CONDUCT THE ORDER OF WORK TO ALLOW ALL EXISTING FACILITIES TO REMAIN OPERATIONAL EXCEPT AS NOTED HEREIN DURING THE CONSTRUCTION OF THIS PROJECT, AND TO MINIMIZE DISRUPTION OF ANY UTILITY SERVICE. THE ORDER OF WORK FOR THE CONTRACT SHALL BE SO PLANNED AS TO COMPLETE ALL WORK WITHIN THE TIME LIMITS ESTABLISHED WITHIN THE CONTRACT PROVISIONS. GENERAL CONSTRUCTION NOTES FOLLOWING ARE THE STANDARD ESCP CONSTRUCTION NOTES: A. APPROVAL OF THIS EROSION, SEDIMENT AND POLLUTION CONTROL PLAN (ESCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORMWATER SYSTEM DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, BEST MANAGEMENT PRACTICES [BMPS], OR UTILITIES) B. THE IMPLEMENTATION OF THIS ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESCP BMPS IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND THE PROJECT IS ACCEPTED BY THE CITY. C. IN THE EVENT THE ESC FACILITIES IDENTIFIED ON THE ESCP ARE NOT FUNCTIONING PROPERLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY IMPLEMENTING CHANGES TO THE ESCP AS DIRECTED BY THE ENGINEER OR HIS/HER INSPECTOR. THE ENGINEER, THE INSPECTOR OR THE CITY MAY STOP ALL CONSTRUCTION ACTIVITY ON SITE UNTIL THE EROSION PROBLEM IS CORRECTED AND ALL ESC FACILITIES ARE FUNCTIONING PROPERLY. IF THE CONTRACTOR DOES NOT IMMEDIATELY IMPLEMENT CHANGES TO THE ESCP IDENTIFIED BY THE ENGINEER OR HIS/HER INSPECTOR, THE CITY MAY IMPLEMENT THE NECESSARY CHANGES AND REQUIRE PAYMENT FROM THE CONTRACTOR PRIOR TO PROJECT ACCEPTANCE BY THE CITY, D. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS ESCP SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CONTRACTOR SHALL MAINTAIN THE CLEARING LIMITS FOR THE DURATION OF THE CONSTRUCTION. E. THE ESC FACILITIES SHOWN ON THE ESCP SHALL BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, STORMWATER SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. F. THE ESC FACILITIES SHOWN ON THIS ESCP ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS, (ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). ALL CHANGES TO THE ESCP SHALL BE NOTED ON THE CONTRACTORS AND INSPECTOR’S APPROVED ESCP PLAN SET. ONE UPDATED ESCP PLAN SET SHALL BE KEPT ON SITE AT ALL TIMES. G. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). H. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). I. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN TWENTY-FOUR HOURS FOLLOWING A STORM EVENT. J.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. K. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. L. ANY PERMANENT FLOW CONTROL FACILITIES USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. M. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO TO THREE INCHES. N. IN PREPARATION FOR THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY BY SEPTEMBER 15TH. THE CITY CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR STORMWATER FACILITIES. DISTURBED AREAS IDENTIFIED FOR SEEDING SHALL BE SEEDED PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1). SECTION 8.06: EROSION CONTROL CONSTRUCTION NOTES CITY OF SPRINGFIELD, CHAPTER 8 T T T T EX. TRUCK WASH BUILDING BUILDING EX OUT FALL #3 IE=431.52' 18" PVC OUT (NW) EX STORM CLEANOUT #4 RIM=437.88' EX SDMH TYPE 2 #5 RIM=437.76' IE=431.69' 18" PVC S (IN) IE=431.65' 18" PVC NW (OUT) EX CB #1 RIM=437.43' IE=436.30' 6" STEEL NE (OUT) EX CB #2 RIM=436.53' IE=435.51' 6" STEEL W (OUT) EX CB #6 RIM=436.20' IE=434.63' 6" STEEL S (OUT) EX CB #7 RIM=436.44' IE=435.51' 6" STEEL E (OUT) SUMP=432.76'EX SDMH TYPE 2 #8 RIM=436.28' IE=432.98' 6" PVC N (IN) IE=432.86' 8" PVC E (OUT) SUMP=432.68' EX SDMH TYPE 2 #9 RIM=437.04' IE=432.04' 10" PVC E (IN) IE=432.04' 10" PVC S (IN) IE=432.06' 8" PVC W (IN) IE=431.99' 18" PVC N (OUT) EX CB #12 RIM=435.99' IE=434.98' 6" STEEL E (OUT) SUMP=432.29' EX CB #11 RIM=435.71' IE=433.95' 8" STEEL N (OUT) SUMP=431.99' EX CB #13 RIM=436.23' IE=434.59' 6" STEEL E (OUT) SUMP=432.53' EX SDMH TYPE 2 #15 RIM=436.92' IE=433.48' 6" PVC SE (IN) IE=433.42' 6" PVC S (IN) IE=433.92' 10" PVC N (OUT) EX SDMH TYPE 2 #10 RIM=436.85' IE=433.10' 6" PVC N (IN) IE=433.03' 6" PVC E (IN) IE=433.08' 6" PVC S (IN) IE=432.71' 10" PVC W (OUT) EX SS CO #1 RIM=437.73' EX SS CO #2 RIM=437.85' EX SS CO #3 RIM=437.86' EX SS CO #4 RIM=437.89' EX SS CO #5 RIM=437.86' EX SSMH #6 RIM=437.36' IE=430.36' 8" CONC NE (IN) IE=429.37' 24" CONC E (IN) IE=430.37' 8" CONC S (IN) IE=429.32' 24" CONC W (OUT) EX SSMH #7 RIM=438.40' IE=429.88' 24" CONC S (IN) IE=429.84' 24" CONC W (OUT) EX SS CO #8 RIM=437.19' EX SS CO #9 RIM=437.14' CONCRETE WALL CONCRETE WALL CONCRETE WALL CONCRETE WALL SITE BENCHMARK PBS CP#4 MAG NAIL ELEV.=437.17'1+002+003+004+005+001EAST 17TH AVENUE GLENWOODBOULEVARDEXISTING PARKING STRIPE (TYP) 55' 56' 24'58'175'107' CENTERLINE LINE DATA # 1 Length 400.000 Direction N00° 00' 00.00"E Scale 1" = 0 40'80' 40' 20'2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R RIGHT-OF-WAY DISCLAIMER THE RIGHT-OF-WAY AND/OR PROPERTY LINES SHOWN HEREON ARE BASED ON AVAILABLE INFORMATION, NOT ON A SURVEYED LOCATION AND ARE ONLY APPROXIMATE.REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_SP.dwg Layout Tab: C-101 SITE PREPARATION AND ESCP User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:22:39 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440SITE PREPARATION AND ESCP FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1104 C-101 EROSION CONTROL CONSTRUCTION NOTES: STOCKPILE AREA. COVER STOCKPILE AREAS PER DETAIL 1, SHEET C-102 AND EROSION CONTROL NOTES, SHEET C-003 AND THIS SHEET. INLET PROTECTION, TYPE 3, PER DETAIL 2, SHEET C-102. INLET PROTECTION, TYPE 4, PER DETAIL 3, SHEET C-102. TEMPORARY FENCE, PER DETAIL 4, SHEET C-102. STRAW WATTLES PER DETAIL 1, SHEET C-103. SEDIMENT BARRIER TYPE 8, PER DETAIL 2, SHEET C-103. SEDIMENT FENCE, PER DETAIL 3, SHEET C-103. NOTE, SILT FENCE IS OFFSET FROM THE CLEAR AND GRUB LIMIT 1-FT TO THE EXTERIOR OF THE CLEARING LIMITS FOR CLARITY PROTECT EXISTING CB / SDMH / STORM SYSTEM / SANITARY SEWER LINES / SANITARY SEWER MANHOLE / SANITARY SEWER SYSTEM / WALL / BUILDING / FENCE / VAULT / STAIRS / STEPS / MONUMENT / CONTROL POINT / ILLUMINATION SYSTEM / LIGHT / CURB. CLEAR AND GRUB LIMIT. REMOVE AND WASTEHAUL EXISTING STORM DRAINAGE PIPE, OR STORM DRAINAGE STRUCTURE. CONTRACTOR SHALL SAWCUT, REMOVE AND WASTE HAUL EXISTING CURB, ASPHALT AND SUBGRADE FOR REQUIRED IMPROVEMENTS. SEE SHEET C-201 FOR EXTENTS OF IMPROVEMENTS, COORDINATE WITH OWNER PRIOR TO COMMENCING WORK. 1 2 3 4 5 6 7 8 9 10 11 GENERAL EROSION, SEDIMENT AND PROPOSED CENTERLINE SANIPAC WQ ALIGNMENT DATA 1.REFER TO THIS SHEET FOR EROSION CONTROL PLANS, AND SHEET C-102 FOR DETAILS. 2.CONSTRUCTION ACCESS ON SANIPAC PRIVATE PROPERTY FROM THE TRUCK ENTRANCE TO EAST 17TH AVENUE, COORDINATE WITH SITE MANAGER AND OWNER. 3.SIGNIFICANT VARIATION AND DEGREE OF EROSION CONTROL EFFORT WILL BE DICTATED BY WEATHER CONDITIONS. THE CONTRACTOR SHALL BE PREPARED TO PROVIDE EXTRA EROSION CONTROL PROVISIONS AND EFFORT DURING WINTER AND WET WEATHER CONDITIONS BEYOND THAT NORMALLY REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS. FINE GRAINED AND UNCONSOLIDATED SOILS ON SLOPING SITES MAY BECOME UNSTABLE WHEN SUBJECT TO EXCESSIVE MOISTURE. 4.REGRADING OF EXISTING SWALE: DURING CONSTRUCTION CONTRACTOR SHALL PROTECT INTEGRITY OF STORMWATER SYSTEM FROM SILTATION AND PLUGGING, INCLUDING REMOVAL OF ANY SILTATION FROM UPSTREAM OR DOWNSTREAM STORM SYSTEM (CB'S, PIPES, ETC.). 5.STOCKPILE LOCATION SHOWN FOR DISPLAY ONLY, ACTUAL LOCATION DETERMINED BY CONTRACTOR WITH OWNER APPROVAL. STOCKPILE SHALL BE COVERED WITH PLASTIC SHEETING WHEN EXPOSED FOR 2 OR MORE DAYS AND/OR OVER A LONG HOLIDAY WEEKEND DURING WET WEATHER MONTHS. 6.REFER TO CITY OF SPRINGFIELD / ODOT EROSION AND SEDIMENT CONTROL NOTES MANUAL FOR REMAINING STANDARD EROSION CONTROL NOTES (TYP). POLLUTION CONTROL PLAN (ESPCP) NOTES 2 A.THE ESCP BMPS SHOWN ON THIS PLANSET ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESCP BMPS SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS OR SITE CONDITIONS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. ADDITION AND REMOVAL OF BMPS SHOULD BE DOCUMENTED IN THE DAILY INSPECTION LOG AND, IN CASES OF ESCP REVISION, ON THE REVISED ESCP. B.THE ESCP BMPS ON ACTIVE SITES SHALL BE INSPECTED DAILY BY THE ONSITE EROSION AND SEDIMENT CONTROL MANAGER, AND THE EROSION, SEDIMENT, AND POLLUTANT CONTROL BMPS SHALL BE MAINTAINED, ADJUSTED, REPAIRED, AND REPLACED AS NECESSARY, TO ENSURE THAT THE BMPS ARE FUNCTIONING PROPERLY. C.THE ESCP BMPS ON INACTIVE SITES SHALL BE INSPECTED AT LEAST ONCE A MONTH AND WITHIN 24 HOURS FOLLOWING A STORM EVENT, AND EROSION, SEDIMENT, AND POLLUTANT CONTROL BMPS SHALL BE MAINTAINED, ADJUSTED, REPAIRED, AND REPLACED AS NECESSARY, TO ENSURE THAT THE BMPS ARE FUNCTIONING PROPERLY. D.TEMPORARY STABILIZATION BMPS SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION BMPS ARE ESTABLISHED. E.ALL INSPECTIONS CONDUCTED BY THE ONSITE EROSION AND SEDIMENT CONTROL MANAGER SHALL BE NOTED IN AN INSPECTION LOG INDICATING THE DATE AND TIME OF THE INSPECTION. THE INSPECTION LOG SHALL BE MADE AVAILABLE TO THE DIRECTOR OR DIRECTOR'S DELEGATE UPON REQUEST. F.AFTER ESCP BMP INSTALLATION BUT PRIOR TO PERFORMING OTHER GROUND-DISTURBING ACTIVITIES, A PRE-CONSTRUCTION EROSION CONTROL INSPECTION SHALL BE APPROVED. G.AFTER INSTALLATION OF PERMANENT STABILIZATION BMPS, A PERMANENT EROSION CONTROL BMPS INSPECTION SHALL BE APPROVED. COMPLIANCE WITH STATE AND FEDERAL PERMITS STANDARD NOTE A.COMPLIANCE WITH SPRINGFIELD CITY CODE AND APPROVAL OF AN ESPCP DOES NOT RELIEVE THE OPERATOR FROM REQUIREMENTS SET FORTH BY OTHER STATE, FEDERAL, AND LOCAL STANDARDS OR REQUIREMENTS. IT IS THE DUTY OF THE RESPONSIBLE PARTY TO OBTAIN PERMIT COVERAGE AND ENSURE COMPLIANCE WITH ALL REGULATORY AGENCIES, PERMIT CONDITIONS, AND PERFORMANCE STANDARDS. ADDITIONAL ESCP REQUIREMENTS: 24-HOUR ONSITE EROSION AND SEDIMENT CONTROL MANAGER CONTACT NAME: PHONE NO: ADDITIONAL INSPECTION AND MAINTENANCE NOTES 8 2 2 2 2 2 3 3 8(TYP) 8(TYP) 8 (TYP) 1 STOCKPILE AREA (COORDINATE WITH OWNER AS REQUIRED) 10 9(TYP) 7(TYP) 10 (TYP) 10 4(TYP) 5 8(TYP) 8(TYP) 8(TYP) 6(TYP) 11(TYP) 11(TYP) 10 8(TYP) 8(TYP) 8(TYP) 8 (TYP) 2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_TESC-DT.dwg Layout Tab: C-102 ESCP DETAILS User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:22:52 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440ESCP DETAILS FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1105 C-102 MINIMUM 2 SADDLE CLAMP FOR EACH FENCE PANEL CONNECTION BLOCK OR EQUIVALENT TO PROVIDE STABLE FENCE CHAIN LINK FENCE PANEL OR EQUIVALENT 4 C-102 TEMPORARY FENCE SCALE: NONE 1 C-102 PLASTIC SHEETING SCALE: NONE 2 C-102 INLET PROTECTION TYPE 3 SCALE: NONE 3 C-102 INLET PROTECTION TYPE 4 SCALE: NONE 2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_TESC-DT.dwg Layout Tab: C-103 ESCP DETAILS User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:22:54 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440ESCP DETAILS FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1106 C-103 1 C-103 STRAW WATTLES SCALE: NONE 2 C-103 SEDIMENT BARRIER TYPE 8 SCALE: NONE 3 C-103 SEDIMENT FENCE SCALE: NONE AQUIP 300S STORAGE TANK EX. TRUCK WASH BUILDING 2+003+004+005+00434438 43743 7 437 437 4374374 3 8 13' SITE BENCHMARK PBS CP#4 MAG NAIL ELEV.=437.17' EX CB #1 RIM=437.43' IE=436.30' 6" STEEL NE (OUT) EX CB #2 RIM=436.53' IE=435.51' 6" STEEL W (OUT) EX CB #6 RIM=436.20' IE=434.63' 6" STEEL S (OUT) EX CB #7 RIM=436.44' IE=435.51' 6" STEEL E (OUT) SUMP=432.76' EX SDMH TYPE 2 #8 RIM=436.28' IE=432.98' 6" PVC N (IN) IE=432.86' 8" PVC E (OUT) SUMP=432.68' EX SDMH TYPE 2 #9 RIM=437.04' IE=432.04' 10" PVC E (IN) IE=432.04' 10" PVC S (IN) IE=432.06' 8" PVC W (IN) IE=431.99' 18" PVC N (OUT) EX CB #12 RIM=435.99' IE=434.98' 6" STEEL E (OUT) SUMP=432.29' EX CB #11 RIM=435.71' IE=433.95' 8" STEEL N (OUT) SUMP=431.99' EX SDMH TYPE 2 #10 RIM=436.85' IE=433.10' 6" PVC N (IN) IE=433.03' 6" PVC E (IN) IE=433.08' 6" PVC S (IN) IE=432.71' 10" PVC W (OUT) EX SS CO #1 RIM=437.73' EX SS CO #2 RIM=437.85' EX SS CO #3 RIM=437.86' EX SS CO #4 RIM=437.89' EX SS CO #5 RIM=437.86' EX SSMH #6 RIM=437.36' IE=430.36' 8" CONC NE (IN) IE=429.37' 24" CONC E (IN) IE=430.37' 8" CONC S (IN) IE=429.32' 24" CONC W (OUT) EX SS CO #8 RIM=437.19' EX SS CO #9 RIM=437.14' CONCRETE WALL CONCRETE WALL CONCRETE WALL 4+17.28 (117.12' LT) (TYP)5 3+59.31 (65.33' LT) SDMH TYPE 2 DUPLEX PUMP STATION RIM 437.76 W/SOLID LID 18" EX PVC IE 431.69 IN (S) 8" HDPE IE 433.50 IN (N) 6" HDPE (FM) IE 433.50 OUT (W) 18" HDPE (OVERFLOW) IE 434.75 OUT (NW)15' (TYP)15' (TYP) 26 LF 18" SD HDPE @ S=0.1062 4+14.47 (127.65' LT) SAMPLING MH RIM 438.40 6" HDPE IE 435.50 IN (S) 18" HDPE (OVERFLOW) IE 434.30 IN (SE) 18" HDPE IE 434.30 OUT (W) 5 LF 6" SD HDPE (FM) 10 LF 6" SD HDPE 111 LF 6" SD HDPE (FM) 5 LF 6" SD HDPE (FM) 6" SD HDPE (FM) BUTTERFLY VALVE (TYP) 90° HORZ BEND 90° VERT BEND 3+88.06 (121.15' LT)12 3+72.49 (183.67' LT)13 3+75.06 (117.65' LT)1421'4+48.66 (65.59' LT) CB-02 TYPE 1 W/SOLID LID RIM 438.06 8" DI IE 434.80 IN (NE) 8" HDPE IE 434.80 OUT (S) 4+78.64 (48.42' LT) CB-01 TYPE 1 W/SOLID LID RIM 437.82 8" DI IE 435.05 OUT (SW) 90° HORZ BEND 5' 35 LF 8" SD DI @ S=0.0072 89 LF 8" SD HDPE @ S=0.0145 83 LF 18" SD HDPE (OVERFLOW) @ S=0.0054 3+98.66 (137.03' LT)4 15 Scale 1" = 0 20'40' 20' 10'2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R RIGHT-OF-WAY DISCLAIMER THE RIGHT-OF-WAY AND/OR PROPERTY LINES SHOWN HEREON ARE BASED ON AVAILABLE INFORMATION, NOT ON A SURVEYED LOCATION AND ARE ONLY APPROXIMATE.REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY CONSTRUCTION NOTES: HDPE FORCE MAIN, WITH THRUST BLOCKS, INSTALL THRUST BLOCKS PER INSTALLATION DETAIL, SHEET C-301, AND PIPE PER DETAIL 2, SHEET C-302. PROPOSED DUPLEX PUMP SYSTEM IN PROPOSED STORM DRAIN MANHOLE, PER PUMP STATION DETAIL, SHEET C-203. AQUIP WATER QUALITY SYSTEM OVERFLOW BYPASS AND OUTLET DISCHARGE PIPE, PER AQUIP DETAILS, SHEET C-203. MATCH EXISTING GRADE. (10) ECOLOGY BLOCKS, PER DETAIL 4, SHEET C-302. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF BLOCKS WITH ALL BURIED UTILITIES, INCLUDING NEW ELECTRICAL CONDUIT. CONTACT AND COORDINATE WITH OWNER AS REQUIRED. CONTRACTOR SHALL PROVIDE PAVEMENT RESTORATION, PER DETAIL 2, SHEET C-301. CONTRACTOR SHALL INSTALL ELECTRICAL CONDUIT PER JURISDICTIONAL STANDARDS REQUIREMENTS FOR ELECTRICAL TRENCHING. COORDINATE WITH OWNER PRIOR TO COMMENCING WORK. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES (STORM, SEWER, OUTFALL PIPE, ETC) AND NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES WITH THE PLANS IF FOUND. CONNECT EXISTING STORM DRAINAGE PIPE TO NEW STORM STRUCTURE, PER CITY OF SPRINGFIELD TYPICAL PIPE CONNECTIONS DETAIL 4-7, SHEET C-301. CONNECT PROPOSED STORM PIPE / FORCE MAIN TO PROPOSED AQUIP SYSTEM PER CITY OF SPRINGFIELD TYPICAL PIPE CONNECTIONS DETAIL 4-7, SHEET C-301. CONTRACTOR SHALL PROVIDE VEGETATED SURFACE RESTORATION, PER DETAIL 3, SHEET C-302. PROPOSED AQUIP 300S LOCATION, PER TYPICAL STORMWATERx LAYOUT, SHEET C-203. COORDINATE WITH STORMWATERx, NEWTERRA SERVICES AND OWNER AS REQUIRED. STORMWATER STORAGE TANK, PER PROFILE, SHEET C-202, AND MODERN MFG., INC., DETAIL, SHEET C-203. INSTALL BUTTERFLY VALVES ON EACH PIPE BETWEEN TANK AND PUMP. CONTRACTOR TO INSTALL, SEE SPECIFICATIONS. (2) PROPOSED PUMPS CONTROL PANELS LOCATION (DUAL PUMP CONTROL PANEL, AQUIP WATER QUALITY SYSTEM PUMP CONTROL PANEL), COORDINATE WITH OWNER AS REQUIRED. ENCLOSURES TO BE NEMA 4X MOUNTED ON NON-GALVANIZED COATED STEEL SUPPORT WITH CONCRETE FOOTING. ENCLOSURE TO HAVE EXTERNAL INDICATOR LIGHT FOR HIGH WATER AND LOW WATER ALARMS. FULL DEPTH CURB, PER CITY OF SPRINGFIELD STD DETAIL 3-5, SHEET C-301. SPLASH PAD, PER CITY OF SPRINGFIELD STD DETAIL 4-15, C-301. CONTRACTOR SHALL INSTALL STORM DRAINAGE HDPE PIPE AND CONNECT TO PUMP THAT DISCHARGES TO AQUIP SYSTEM, SEE SHEET C-202 FOR PROFILE. CONTRACTOR SHALL INSTALL CATCH BASIN TYPE 1, SEE SHEET C-202 FOR PROFILE, AND DETAIL 5, SHEET C-302. CONTRACTOR SHALL INSTALL CHECK VALVE VAULT, SEE SHEET C-202 FOR PROFILE, AND SHEET C-203 FOR VALVE VAULT PLAN AND ELEVATION VIEWS. CONTRACTOR SHALL INSTALL SAMPLING MANHOLE, SEE SHEET C-202 FOR PROFILE, AND SHEET C-302 FOR CITY OF SPRINGFIELD STD DETAIL 4-1. CONTRACTOR SHALL INSTALL 3/4-IN BRASS SPIGOT AT LOW POINT OF EACH DRAINAGE LINE. CONTRACTOR SHALL INSTALL 18" DUCKBILL VALVE ON OUTFALL PIPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 GENERAL NOTES: 1.SEE SHEET C-003 FOR OVERALL SITE TYPICAL GENERAL CONSTRUCTION NOTES AND STANDARD EROSION CONTROL NOTES. 2.SEE SHEETS C-101 - C-101 FOR EROSION CONTROL REQUIREMENTS. 3.ALL UNDERGROUND STORM AND FORCE MAIN PIPE SHALL BE INSTALLED PER LOCAL JURISDICTIONAL REQUIREMENTS WITH PIPE ZONE BEDDING PER DETAIL 2, SHEET C-302. 4.CLEANOUTS ARE NOT SHOWN FOR CLARITY, INSTALL CLEANOUTS AS REQUIRED, PER CITY OF SPRINGFIELD DWG 4-4A, DWG 4-4B & DWG 4-4C, SHEET C-301. 5.EXISTING STRIPING NOT SHOWN FOR CLARITY, RESTORE PARKING LOT STRIPING AFTER IMPROVEMENTS ARE INSTALLED, COORDINATE WITH OWNER AS REQUIRED. 6.PUMPS, CONTROL PANELS, FLOAT SWITCHES, AND GUIDERAIL SYSTEM TO BE PROVIDED BY OWNER; CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND ALL OTHER MATERIALS NECESSARY TO COMPLETE THE WORK AND PROVIDE OPERABLE PUMP STATIONS. Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_PLAN.dwg Layout Tab: C-201 SITE PLAN User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:23:12 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440SITE PLAN FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1107 C-201 STORM DRAIN PIPE LOCATION NOT VERIFIED IN 2018 SURVEY DISCHARGE POINT DP-001 2 4 3 1 1 1 17 PROPOSED AQUIP PUMP 6(TYP) 7(TYP) 8(TYP) 8 (TYP) 9 10 6(TYP) 16(RIP RAP) 11(TYP) 17 STORM DRAIN PIPE LOCATION NOT VERIFIED IN 2018 SURVEY 9(2) 18 18 8 (TYP) 19 20 6" STEEL IN (W) IE UNKNOWN 6" STEEL IN (E) IE UNKNOWN 21 22 21 21 8 (TYP) AQUIP 300S STORAGE TANK 439 438 437 435 434 438 4 3 8 4+005+000+000+80 0+001+002+002+60 0+00.00 PUMP-ALIGNMENT 3+61.91 SANIPAC-WQ-AL=0+001+001+40PI 0 + 4 1 . 5 0 0+000+400 + 0 0 1 + 0 0 1 + 2 0 SDMH TYPE 2 DUPLEX PUMP STATION RIM 437.76 18" EX PVC IE 431.69 IN (S) 8" HDPE IE 433.50 IN (N) 6" HDPE (FM) IE 433.50 OUT (W) 18" HDPE (OVERFLOW) IE 434.75 OUT (NW) SAMPLING MH RIM 438.40 6" HDPE IE 435.50 IN (S) 18" HDPE (OVERFLOW) IE 434.30 IN (SE) 18" HDPE IE 434.30 OUT (W) CB-02 TYPE 1 W/SOLID LID RIM 438.06 8" DI IE 434.80 IN (NE) 8" HDPE IE 434.80 OUT (S) CB-01 TYPE 1 W/SOLID LID RIM 437.82 8" DI IE 435.05 OUT (SW)35 LF 8" SD DI89 LF 8" SD HDPE 83 LF 18" SD HDPE (OVERFLOW) 26 LF 18" SD HDPE 5 LF 6" SD HDPE (FM) 8 LF 6" SD HDPE (FM) 111 LF 6" SD HDPE (FM) 430 435 440 445 450 430 435 440 445 450 438.00438.000+40437.80437.80437.66437.66437.69437.691+00437.70437.70437.78437.782+00 111 LF 6" SD HDPE (FM) SDMH TYPE 2 DUPLEX PUMP STATION RIM 437.76 18" EX PVC IE 431.69 IN (S) 8" HDPE IE 433.50 IN (N) 6" HDPE (FM) IE 433.50 OUT (W) 18" HDPE (OVERFLOW) IE 434.75 OUT (NW) 10 LF 6" SD HDPE STORAGE TANK AQUIP 90° HORIZONTAL BEND (SEE PUMP CROSSING PROFILE) 5 LF 6" SD HDPE (FM) PUMP OUTLET BUTTERFLY VALVE (TYP) BUTTERFLY VALVE (TYP) APPROX END OF SURVEY LIMITS 90° HORIZONTAL BEND (SEE PUMP CROSSING PROFILE) 90° VERTICAL BEND, OUTFALL INTO STORAGE TANK CHECK VALVE VAULT, PER DETAILS, SHEET C-203 11 LF 6" SD HDPE (FM) 430 435 440 445 450 430 435 440 445 450 15 LF 6" SD HDPE (FM) 0+000+40 STORAGE TANK6" SD HDPE (FM) 90° VERTICAL BEND 90° HORIZONTAL BEND, (SEE PUMP ALIGNMENT PROFILE) 90° VERTICAL BEND 90° HORIZONTAL BEND (SEE PUMP ALIGNMENT PROFILE) AREA NOT SURVEYED, EXISTING GRADE APPROXIMATED 430 435 440 445 450 430 435 440 445 450 437.71437.710+20437.80437.80438.04438.04438.35438.35438.47438.471+00438.11438.111+20 AQUIP DUPLEX PUMP STATION, SEE PUMP ALIGNMENT PROFILE 83 LF 18" SD HDPE (OVERFLOW) @ S=0.0054 SAMPLING MANHOLE, SEE OUTFALL ALIGNMENT PROFILE AQUIP OUTLET PIPE AND OVERFLOW PER MANUFACTURER EMERGENCY OVERFLOW AND AQUIP OUTLET, PLUMB TO DRAIN TO SAMPLING MANHOLE PER MANUFACTURER RECOMMENDATIONS. 430 435 440 445 430 435 440 445 437.85437.850+00438.01438.01438.05438.05438.37438.37438.38438.38438.17438.171+00437.88437.88437.56437.561+40 CB-01 TYPE 1 W/SOLID LID RIM 437.82 8" DI IE 435.05 OUT (SW) CB-02 TYPE 1 W/SOLID LID RIM 438.06 8" DI IE 434.80 IN (NE) 8" HDPE IE 434.80 OUT (S) DUPLEX PUMP STATION, SEE PUMP ALIGNMENT PROFILE 35 LF 8" SD DI @ S=0.007289 LF 8" SD HDPE @ S=0.0145 430 435 440 445 430 435 440 445 438.40438.400+00438.43438.43438.10438.100+60 SAMPLING MH RIM 438.40 6" HDPE IE 435.50 IN (S) 18" HDPE (OVERFLOW) IE 434.30 IN (SE) 18" HDPE IE 434.30 OUT (W) 26 LF 18" SD HDPE @ S=0.1062 83 LF 18" SD HDPE (OVERFLOW) @ S=0.0054 APPROX END OF SURVEY LIMITS Scale 1" = 0 20'40' 20' 10'2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R RIGHT-OF-WAY DISCLAIMER THE RIGHT-OF-WAY AND/OR PROPERTY LINES SHOWN HEREON ARE BASED ON AVAILABLE INFORMATION, NOT ON A SURVEYED LOCATION AND ARE ONLY APPROXIMATE.REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_SD-PP.dwg Layout Tab: C-202 PLAN PROFILE VIEWS User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:23:39 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440PLAN PROFILE VIEWS FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1108 C-202 GENERAL DRAINAGE AND CONSTRUCTION NOTES: 1.SEE SHEET C-003 FOR OVERALL SITE TYPICAL GENERAL CONSTRUCTION NOTES AND STANDARD EROSION CONTROL NOTES. 2.SEE SHEETS C-102 - C-101 FOR EROSION CONTROL REQUIREMENTS 3.SEE SHEET C-203 FOR STORAGE TANK, AND AQUIP 300S TYPICAL DRAWINGS 4.CLEANOUTS ARE NOT SHOWN FOR CLARITY, INSTALL CLEANOUTS AS REQUIRED, PER CITY OF SPRINGFIELD DETAILS, DWG 4-4A, DWG 4-4B, AND DWG 4-4C, SHEET C-301 5.SEE STORM PROFILES FOR STRUCTURE AND PIPE DATA, THIS SHEET. 6.CONTRACTOR SHALL POTHOLE AND REPORT ANY SITE DISCREPANCIES IMMEDIATELY TO THE ENGINEER, INCLUDING, BUT NOT LIMITED TO, EXISTING PIPE SIZE, TYPE, SLOPE AND INVERT ELEVATIONS, ROADWAY ELEVATIONS, OR GROUNDWATER ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM OF THE FORCEMAIN AND STORMWATER CONVEYANCE SYSTEMS. 7.EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. 8.ALL UTILITIES AND STORM CROSSINGS THAT DO NOT MEET VERTICAL CLEARANCE REQUIREMENTS SHALL HAVE ETHAFOAM INSTALLED AT THE CROSSING, PER DETAIL 1, SHEET C-302. 9.ALL STORM, FORCE MAIN AND DRAINAGE SYSTEM CONSTRUCTION IS SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER AND CITY OF SPRINGFIELD PUBLIC WORKS. 10.STATION AND OFFSET ARE MEASURED FROM THE CENTER OF DRAINAGE STRUCTURE. HORIZ. VERT. Scale 1" = 0 0 20'40' 20' 5'10'2.5 10' PUMP ALIGNMENT PROFILE OUTFALL ALIGNMENT OUTFALL ALIGNMENT PROFILE PUMP ALIGNMENT CATCH BASIN PROFILE PUMP CROSSING PROFILE PUMP CROSSING ALIGNMENT PUMP OVERFLOW ALIGNMENT CATCH BASIN ALIGNMENT PUMP OVERFLOW PROFILE 6" STEEL IN (W) IE UNKNOWN 6" STEEL IN (E) IE UNKNOWN 6" STEEL IN (W) IE UNKNOWN 6" STEEL IN (E) IE UNKNOWN SANIPAC WQ ALIGNMENT 2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_WQ-DT.dwg Layout Tab: C-203 PUMP VAULT STORAGE TANK AND WATER QUALITY DETAILS User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:23:52 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440PUMP, VAULT, STORAGE TANK AND WATER QUALITY DETAILS FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1109 C-203 STRAPPED TO PIPE SUPPORT (2 PLACES) ON TOP (NOT SHOWN) PVC PIPE SUPPORT DISTRIBUTION HEADER (SEE DETAIL) FITTINGS-FIELD FIT DISTRIBUTION HEADER SCH 80 PVC & 6"x6" TEE TOP VIEW SPRING ASSIST ACCESS ALUMINUMINUM DIAMOND PLATE (TYP) PUMP STAND (24"x36" NOM) PUMP 2 ON EL 431.19' SCH 80 PVC (2 REQ'D) PIPE SUPPORT 3"x0.75" M/H INTERIOR EPOXY COAT 6"Ø PUMP RISER PIPE SUPPLIED WITH PUMP ELECTRIC PUMP CABLE 36" MAXEL 428.69' LOW WATER ALARM FLOAT CONTROL, EL 428.19' FLOAT CONTROL PUMP OFF/TIMER OFF PUMP 1 ON EL 429.69' (2) REQ'D 6" ALUMINUM STRAP EL 427.076"NOTES: CROSS SECTION VIEW PUMP (TYP) 1.MECHANICAL FLOAT ASSEMBLY SHALL BE 'ORENCO SYSTEMS MF4E' OR ENGINEER APPROVED EQUAL, FINAL FLOAT SETTINGS SHALL BE FIELD ADJUSTED UPON ACTUAL FLOWS. 2.VERTICAL DATUM IS APPROXIMATE AND IS RELATIVE TO DESIGN PLANS FOR PROPOSED SYSTEM. 3.NOTES PERTAINING TO ELECTRICAL CONNECTIONS FOR REFERENCE ONLY. 4.CONTRACTOR SHALL USE GASKETED JOINTS TO MINIMIZE GROUNDWATER INTRUSION. FLYGT SUBMERSIBLE PUMP MODEL NP3127-MT3, ADAPTIVE 439, OR APPROVED EQUAL. 7.5 HP, 3 PHASE / 460 V, 4" DISCHARGE DIA. 410 GPM AT 35.2' TDH. (2 REQ'D, 1 LEAD / 1 LAG) 6" CONCRETE PUMP STAND (TYP) 1"Ø PVC FOR FLOAT MOUNTING, SECURE TO ACCESS RISER (TYP, 2 REQ'D) 18" CONC FROM EXISTING STORM SYSTEM 6"Ø PVC HOSE & VALVE ASSEMBLY W/BALL & CHECK VALVE, SCH 80 PVC, 'ORENCO SYSTEMS MODEL HV200BC OR ENGINEER APPROVED EQUAL (TYP, 2 REQ'D) FINISHED GRADE / PAVING, SHALL SLOPE AWAY, ALL DIRECTIONS (TYP) THREADED UNION COUPLING (2 REQ'D) EXPLOSION PROOF ELECTRICAL SPLICE BOX W/CORD GRIPS FOR DUPLEX PUMPS (LOCATE @ 90° ALONG RISER CIRCUMFERENCE FROM DISCHARGE ASSEMBLY) INTRINSICALLY SAFE PVC SPLICE BOX ELECTRICAL CONDUIT TO CONTROL PANEL COMPACTED IMPORTED GRANULAR MATERIAL 3/4" MINUS CRUSHED SCREENING. 8" MIN (COMPACTED DEPTH) CONC FILLET ALL AROUND (TYP) EXISTING GROUND WIRES TO FLOAT ASSEMBLIES HIGH WATER ALARM FLOAT CONTROL, EL 434.75'3.6'± (TYP)DISCHARGE TO 6" HDPE PRESSURIZED TRANSPORT PIPE 6"Ø FLEXIBLE PVC HOSE 12" LONG WITH FITTINGS (2 REQ'D) DISTRIBUTION HEADER 54"Ø PUMPING CHAMBER (TYP) 30"Ø ACCESS PORT W/SCRE DOWN LID & VENT, "ORENCO SYSTEMS MODEL FL30G" OR ENGINEER APPROVED EQUAL PUMP STATION DETAIL NOT TO SCALE 1 C-203 EMERGENCY OVEFLOW: CONTRACTOR TO INSTALL OVERFLOW OUTLET PIPE FROM PUMP MANHOLE TO SAMPLING MH, PER SHEETS C-201-C-202 DOUBLE BRACE CONNECTOR EACH END OF CHANNEL (SEE DETAIL) ATTACH PIPE SUPPORT STRAP TO WALL (TYP) NOT TO SCALE NOT TO SCALE EXISTING 18" SD INLET INTO NEW PUMP MANHOLE VALVE VAULT PLAN VIEW VALVE VAULT ELEVATION VIEW N.T.SN.T.S8" (TYP)TO STORAGE TANK 6" PLUG VALVE 6" CHECK VALVE POLYMER CONCRETE STATION BASE 0.5'1'DISCHARGE PIPE FROM PUMP MANHOLE LINKSEALS COMPRESSION COUPLING4'5' EXISTING GROUND SOLID LID FRAME AND COVER, TRAFFIC RATED 4'6" PLUG VALVE PIPE STANDS (TYP) AQUIP 300S TYPICAL STORMWATERx LAYOUT WATERPROOF NEW 8" SD INLET INTO NEW PUMP MANHOLE NEW 8" SD INLET INTO NEW PUMP MANHOLE 2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_DT.dwg Layout Tab: C-301 TYPICAL DETAILS User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:24:04 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440TYPICAL DETAILS FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1110 C-301(MODIFIED) THE CONTRACTOR PBS THE CONTRACTOR (MODIFIED)(6-INCH MAX)(NOT TO SCALE) 2645 Willamette St, Ste AEugene, OR 97405541.686.8684PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED: CHECKED: Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate. OR Know what's below. before you dig.Call R REGISTE R E D PROFE S S I ONAL SEAN RICHARD H A N R AHANEN G I N E E RJ U NE 2 , 2 0 1179479PE OREGON EXPIRES: 06/30/2025 PRELIMINARY Filename: L:\Projects\17000\17600-17699\17610 Waste Connections SW Services\17610.003_Sanipac\DWG\Sheets\17610.003_DT.dwg Layout Tab: C-302 DETAILS User: Cory Taylor CAD Plot Date/Time: 4/5/2024 12:24:10 PMSHEET ID SHEET OF 17610.003 APR, 2024 CNT SRH 1650 GLENWOOD BOULEVARD, EUGENE, OR 97440DETAILS FOR:90% DESIGN SANIPAC STORMWATER TREATMENT1111 C-302 ETHAFOAM PIPE ENCASEMENT DETAIL NOT TO SCALE C UTILITY CROSSING MIN PROVIDED. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE EXISTING UTILITY CROSSINGS IN THE EVENT THAT AN 8" SEPARATION CANNOT BE CONTRACTOR SHALL PROVIDE ETHAFOAM PIPE ENCASEMENT AT ALL STORM AND UTILITIES TO ANTICIPATE PROVIDING AND INSTALLING ETHAFOAM ENCASEMENTS WHERE NECESSARY. WIDTH TRENCH 4" MIN. NOTES: CLEARANCE LESS THAN 8" 9" MIN. UTILITY OR UNDISTURBED EARTH 18" MIN. NEW UTILITY EXISTING OR ETHAFOAM NEW OR EXIST. MIN. 9" MIN. 18" L 9" MIN. 6' STORM CROSSING OR STORM CROSSINGS ECOLOGY BLOCK Issue Date: File Name: PO Box 323, Wilsonville, Oregon 97070-0323 Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville E. BLOCK 2016 020-CRBBLK ECOLOGY BLOCK 1 C-302 4 C-302 CONCRETE ECOLOGY BLOCK DETAIL NOT TO SCALE 2 C-302 PAVEMENT RESTORATION AND PIPE ZONE BEDDING NOT TO SCALE 3 C-302 VEGETATED SURFACE RESTORATOIN NOT TO SCALE 36"24"18"19"5"FOR HANDLING LIFT HOLES CUT OUT22"32"20"CATCH BASIN STANDARD TYPE 148"6"STANDARD KNOCKOUT LOCATION CATCH BASIN TYPE 1 W/SOLID LID NOT TO SCALE SOLID, NO SLIPI WATER TIGHT COVER 5 C-302