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Home My WebLink AboutP_Civil Record Drawings_20230502_v2Construction Sequence:1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETINGMUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTSCONSTRUCTION REPRESENTATIVE.2.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES.CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSEDCONSTRUCTION. THE ONE CALL NUMBER IS 1-800-424-5555.3.MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.4.VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS.5.INSTALL FILTER FABRIC FENCING AND OTHER SEDIMENT CONTROL DEVICES PERDEMOLITION AND T.E.S.C PLAN, SHEET C100.6.CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION.7.BACKFILL ROAD GRADE AND SURROUNDING AREAS. CITY ORDINANCE REQUIRES THAT ALLFIRE HYDRANTS AND ASSOCIATED WATER MAINS ARE REQUIRED TO BE INSTALLED AND INSERVICE PRIOR TO COMBUSTIBLE CONSTRUCTION.8.INSTALL UTILITIES AND ALL SURFACE IMPROVEMENTS.9.VEGETATE AND STABILIZE SITE.10.CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS.11.REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER.12.CONTRACTOR TO COORDINATE WITH RENTON SCHOOL DISTRICT ON CONSTRUCTION OFNORTHERN DRIVEWAY AS TO NOT IMPACT SCHOOL FUNCTION. WORK AT THE NORTHERNDRIVEWAY TO BE COMPLETED DURING SUMMER AND FINISHED BY BEGINNING OF SCHOOLSESSION.SurveyorCivil EngineerCOUGHLIN PORTER LUNDEEN801 SECOND AVENUE, SUITE 900SEATTLE, WA 98104(206) 343-0460 CONTACT: AARON FJELSTAD, PETERRANE SURVEYING10801 MAIN STREET, SUITE 102BELLEVUE, WA 98004(425) 458-4488 CONTACT: EDWIN GREEN JR, PSSheet IndexC000COVER SHEETC100DEMOLITION & TESC PLANC110CITY OF RENTON DEMOLITION AND TESC DETAILSC111DEMOLITION & TESC DETAILC200GRADING & DRAINAGE PLANC210GRADING & DRAINAGE DETAILSC211180HD PLAN AND DETAILSC212902HD PLAN AND DETAILSC213CITY OF RENTON GRADING & DRAINAGE DETAILSC220SITE SECTIONSC230RAMP GRADING DETAILSC240DRAINAGE PROFILESC250180HD SPECS AND DETAILSC251902HD SPECS AND DETAILSC300PAVING, CHANNELIZATION, HORIZONTAL CONTROL PLANC310PAVING DETAILSC311CITY OF RENTON PAVING DETAILSC312CITY OF RENTON PAVING DETAILSC400UTILITY PLANC410UTILITY DETAILSC501WATER MAIN NOTES AND VICINITY MAPC502WATER MAIN PLANC503CONSTRUCTION PROVISIONSC504WATER MATERIALS AND SURFACE RESTORATIONC505WATER DETAILSC506WATER DETAILSC601SEWER VICINITY MAP AND NOTESC602SEWER PLAN AND PROFILEC603CONSTRUCTION PROVISIONSC604MATERIALS AND SURFACE RESTORATIONC605SEWER DETAILSFamily First Community CenterRenton, Wa 98058Permit SetMarch 29, 2022Vertical DatumHorizontal DatumNAD 83/91NAVD 88Basis of BearingsA BEARING OF N 01°46'57" E PER R1BenchmarkCITY OF RENTON BENCHMARK NO. 1640(LOCATION)ELEV ON DISC= 466.085'Site InformationSITE INFORMATIONTOTAL SITE AREA: 109,336 SF (2.51 AC)EXISTING CONDITIONSIMPERVIOUS AREA22,651 SF (0.52 AC)PERVIOUS AREA (LANDSCAPE)89,298 SF (2.05 AC)TOTAL111,949 SF (2.57 AC)DEVELOPED CONDITIONSIMPERVIOUS AREA90,605 SF (2.08 AC)PERVIOUS AREA (LANDSCAPE)21,344 SF (0.49 AC)TOTAL111,949 SF (2.57 AC)Vicinity MapNTSLegal Description(LEGAL DESCRIPTION PER R1)THE SOUTH 800 FEET OF THE NORTH 830 FEET OF THE WEST816.75 FEET OF THE NORTHWEST QUARTER OF SECTION 28,TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,WASHINGTON; EXCEPT THE WEST 30 FEET THEREOFCONVEYED TO KING COUNTY FOR 116TH AVE SE BY DEEDRECORDED UNDER RECORDING NO. 5091695; TOGETHERWITH THAT PORTION OF THE SOUTH 800 FEET OF THENORTH 830 FEET OF THE NORTHWEST QUARTER OFSECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., INKING COUNTY, WASHINGTON, LYING WESTERLY OF THE PLATOF CASCADE HILLS NO. 2, ACCORDING TO THE PLATTHEREOF RECORDED IN VOLUME 61 OF PLATS, PAGES 13AND 14, IN KING COUNTY WASHINGTON; EXCEPT THE WEST816.75 FEET THEREOF.Civil AbreviationsCBCATCH BASINCONCCONCRETECORCITY OF RENTONDEMODEMOLITIONELEC'LELECTRICALEVAEMERGENCY VEHICLE ACCESSEXEXISTINGHHORIZAONTALIEINVERT ELEVATIONLLENGTHMAXMAXIMUMMIDMIDPOINTMINMINIMUMNTSNOT TO SCALEPCPOINT OF CURVEPIPOINT OF INTERSECTIONPSEPUGET SOUND ENERGYPTPOINT OF TRANSITIONRRADIUSSCWSDSOOS CREEK WATER AND SEWER DISTRICTSTASTATIONSTDSTANDARDTYPTYPICALVVERTICALVCVERTICAL CURVEWSDOTWASHINGTON STATE DEPARTMENTOF TRANSPORTATIONProject Notes1.THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING ANDCONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTINGPUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES AREDAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THECONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWASUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OFCONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS.2.WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFYTHE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.3.ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK INGENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOILENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT AS WELL AS SPECIFICATION DIVISION31 AND THE PROJECT PLANS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCEEXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THISREESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITIONOR CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120.5.CONTRACTOR SHALL MAINTAIN A 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN ANDOTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED EXACTMEASUREMENTS TO THE UTILITY LINES MUST BE IDENTIFIED ON THE AS-BUILT DRAWINGS.6.SCHEDULE WITH CITY (72 HOURS MINIMUM NOTICE) FOR WATERMAIN SHUTDOWN.7.UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THATALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THECONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S ORCONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TODETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATEPROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.16022 116th Avenue SESurface Water Notes (City of Renton Standard Plans 267.00 and 267.10)THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTESON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAYSTRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOREDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THESURFACE WATER STANDARD PLAN NOTES.1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THECITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TOCONSTRUCTION.3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OFTHE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARDSPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKSASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION ORVARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TOTHE CITY.4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANYOTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS,AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACEWATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THEAPPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROMAVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THESOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OFALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAYBE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALLUNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELYNOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS.7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISEAPPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLEPAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BECOMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BYTHE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITYTRENCH RESTORATION STANDARDS.10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERESHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BEADJUSTED TO THE GRADE AS STAKED.11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANYCONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY.12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENTSTATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARYLEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OFREQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON AUNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN220.00, 220.10, AND 220.20.13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE.14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDSPER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLIDLIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTINGRUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THECITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDEPUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDINGSETBACKS LINES OF THE RENTON SWDM.16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTERPAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISESHOWN.17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO AMINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCHROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING.19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELYCONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BYTHE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS.20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKING LID MARKED "STORM"SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCESYSTEM PER THE CITY STANDARD PLAN 227.00.21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE,AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION.22.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTEDBY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BESUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT.23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THEWSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BETESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAINTHE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOILOR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00.25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUINGLEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATIONFOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION.26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TOPROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMALTRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARDSPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.27.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OFTHE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).28.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVELLANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDEDWHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH ANON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS.29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHESPER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES.COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT.COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENTSURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT ISCONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEETOF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FORLARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLYMOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTEDUSING ASTM C1781.Erosion And Sediment Control (ESC) Notes (City of Renton Standard Plan 268.00) THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL(ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBYREFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THEAPPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFICASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONGTHE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY)CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THECITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATERGENERAL PERMIT.3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BEFOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESCREQUIREMENTS.4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATIONPRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING ANDPROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL(RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYONDTHE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISORFOR THE DURATION OF CONSTRUCTION.5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FORTHE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS,MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOTOCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANEDTHOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENTSEDIMENT FROM ENTERING WATERS OF THE STATE.6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY.DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OFEXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TOPREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESCBMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION ISCOMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION ISCOMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THEIMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITYOF THE APPLICANT.8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OFPROPERLY.9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITECONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALLANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE.DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESSANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVEMINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVINGDRAINAGE SYSTEM.10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NORLOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES.11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THECITY FOR REVIEW AND APPROVAL.12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURINGTHE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGHSEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING,PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESSOTHERWISE APPROVED BY THE CITY.14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN(7) DAYS.15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THECITY.16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTIONAREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASININSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINSAND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADENWATER INTO THE DOWNSTREAM SYSTEM.18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THENECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELYFUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SOTHAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS,BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOIDSEDIMENTATION AND COMPACTION DURING CONSTRUCTION.20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFYWHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDEDOR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED ORSEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATERFROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES,AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECTSITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDEDOR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCHWITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BECONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED INACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED INACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C000COVER SHEETIN COMPLIANCE WITH CITY OF RENTON STANDARDSR-411007CONSTRUCTION RECORD DRAWING 04/14/2023 PERMIT SETCONSTRUCTIONRECORDDRAWINGTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023.39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK PROTECT EXISTINGCASCADE ELEMENTARYSCHOOLPROTECT EXSIDEWALKCB PROTECTION (TYP)SAWCUT (TYP)SAWCUT (TYP)PROTECT EX PARKING LOT DURINGCONSTRUCTION CONTRACTOR MAYUTILIZE FOR STAGING/LAYDOWNDURING SUMMER BREAK. REFER TOPROJECT MANUAL FOR SCHOOLCALENDAR. ANY DAMAGE TOPARKING LOT RESULTING FROMCONTRACTOR'S USE SHALL BEREPAIRED BY THE CONTRACTORCONSTRUCTION EXITCONTRACTOR TO ONLY USETHIS CONSTRUCTIONACCESS AFTER SCHOOL ISOUT FOR SUMMER BREAK.REFER TO PROJECTMANUAL FOR SCHOOLCALENDARSEE DETAILCONSTRUCTIONFENCINGSEE DETAILSEDIMENT TRAP WITHMOVABLE 55 GALLONDRUM AND SUMP PUMPSEE DETAILINSTALL SEDIMENT STORAGE TANKS.ONCE EXISTING SWALE CAN NO LONGERBE USED AS A SEDIMENT TRAP. ROUTECONSTRUCTION STORMWATER RUNOFFTO TANK(S) PRIOR TO DISCHARGE TO EXSTORM SYSTEMSEE DETAILPUMP CLEAN STORMWATERFROM SEDIMENT TANK TO EXSTORM MAINREMOVE EX GATESAWCUT (TYP)SAWCUT (TYP)SAWCUT(TYP)PROTECT EX ELEC'LPOLE AND ASSOCIATEDGUY WIREPROTECT EXLIGHT POLEPROTECT "NO ACCESSSIGN"PROTECT EXAREA DRAINPROTECT EXAREA DRAINRELOCATE EXSPEED CAMERARELOCATE EX"SCHOOL X-ING" SIGN116TH AVE SEREMOVE EXLIGHT POLETREE PROTECTIONFENCING SEE DETAILPROTECT EXCATCH BASINPROTECT EX WATERMETER VAULTPROTECT EX"SCHOOLX-ING" SIGNDEMO EX "LOADINGZONE" SIGNDEMO EX "LOADINGZONE" SIGNREMOVE EX SDMHCUT AND CAPEX STORM MAINREMOVE EX FIRE HYDRANTPROTECT EX SSMHPROPOSEDBUILDINGOUTLINE10C111PROTECT EXVERT CURBREMOVE EX"STOP" SIGNREMOVE EXLIGHT POLEREMOVE EX"STOP" SIGNWHEEL WASHSEE DETAILSEDIMENT TRAP WITHMOVABLE 55 GALLONDRUM AND SUMP PUMPSEE DETAILREMOVE EX TREES (TYP)INTERCEPTOR SWALE WITHROCK CHECK DAMSSEE DETAILS ANDUSE EX SWALE AS SEDIMENT TRAP FORCONSTRUCTION RUNOFF DURINGCONSTRUCTION AS LONG AS FEASIBLE.INSTALL TEMPORARY SEDIMENTCONTROL TANKS AS REQUIRED ONCEEXISTING SWALE IS REMOVED3C1108C1118C1119C111DEMO EX "NOPARKING" SIGNDEMO EX "ENTERONLY" SIGNDEMO EX "SCHOOLX-ING" SIGNCONSTRUCTION ENTRANCECONTRACTOR TO ONLY USETHIS CONSTRUCTIONACCESS AFTER SCHOOL ISOUT FOR SUMMER BREAK.REFER TO PROJECTMANUAL FOR SCHOOLCALENDARSEE DETAILSTABILIZED CONSTRUCTIONENTRANCE/EXITCONTRACTOR TO UTILIZE PRIOR TOSUMMER BREAK. REFER TO THEPROJECT MANUAL FOR SCHOOLCALENDARSEE DETAIL15C1115C110GROUT EX OUTLETFOR PIPE REMOVALREMOVE CURB ANDGUTTER AND INSTALLTEMPORARY ASPHALTWEDGE CURB REMOVEPRIOR TO INSTALLINGFINAL IMPROVEMTSSTORM DRAINAGE PIPE TOREMAIN IN PLACE UNTIL SCHOOLIS OUT FOR SUMMER BREAK.REFER TO THE PROJECTMANUAL FOR SCHOOLCALENDARDEMO PORTION OF EXISTING FIRELANETO ALLOW SPACE FOR CONTRACTORTO INSTALL BUILDING FOOTINGSSCHOOL OCCUPIEDAREA THROUGHSCHOOL YEAR.REFER TO PROJECTMANUAL FORSCHOOL CALENDARINSTALL TEMPORARY 20' WIDE EVA DRIVE DURINGCONSTRUCTION. SEE DETAIL 5/C3.10. COORDINATEUTILITY INSTALLATION WITH ACCESS DRIVE TEMPORARYUTILITY PATCHES MAY BE REQUIRED, DEPENDING ONCONSTRUCTION SEQUENCING. REMOVE TEMPORARYEVA ACCESS AND PLANT PER LANDSCAPE PLANS ONCEFINAL PAVING IS COMPLETED. COOORDINATE WITH CORFIRE MARSHALLREMOVE AS PART OF DEMOLITIONOPERATIONS DURING THE SUMMERBREAK. REFER TO THE PROJECTMANUAL FOR SCHOOL CALENDARBRING EXISTING SDMH LID TO GRADE(NOT SHOWN IN SURVEY LOCATIONAPPROXIMATE) CONTRACTOR TO FIELD VERIFY LOCATION29.8'EXISTING WATER EASEMENTREC. NO. 950803161124.9'APPROXIMATE LIMITS OFTEMPORARY EVA.COORDINATE WITH CORFIRE MARSHALL20' EVAPROTECT EXSEWER MAININSTALL NEW STORM PIPEPRIOR TO DEMOLISHINGEXISTING STORM PIPE. SEESHEET C200SUB-GRADE ELEV=459.00SEE DETAIL3C111SUB-GRADE ELEV=459.88SEE DETAIL3C111SUB-GRADE ELEV=460.00SEE DETAIL3C1115C111INTERCEPTOR SWALE WITHROCK CHECK DAMSSEE DETAILS AND7C1104C1107C1104C1101C1108C110WORK NORTH OF THIS LINE SHALLONLY OCCUR DURING SUMMERBREAK. SCHOOL DISTRICT SHALLOCCUPY THIS AREA DURING THESCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THESCHOOL CALENDAR.WORK WEST OF THIS LINE SHALLONLY OCCUR DURING SUMMERBREAK. SCHOOL DISTRICT SHALLOCCUPY THIS AREA DURING THESCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THESCHOOL CALENDAR.WORK NORTH OF THIS LINE SHALLONLY OCCUR DURING SUMMERBREAK. SCHOOL DISTRICT SHALLOCCUPY THIS AREA DURING THESCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THESCHOOL CALENDAR.WORK NORTHWEST OF THIS LINESHALL ONLY OCCUR DURINGSUMMER BREAK. SCHOOL DISTRICTSHALL OCCUPY THIS AREA DURINGTHE SCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THESCHOOL CALENDAR.0102040SCALE 1"=20'PROPERTY LINETREE PROTECTION FENCEREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTINLET PROTECTIONLegendLIMITS OF CONSTRUCTIONTEMPORARY CONSTRUCTION FENCINGFILTER FABRIC FENCINGINTERCEPTOR SWALECHECK DAMSREMOVE TREEREMOVE CURBINGSAWCUT LINEPIPE REMOVAL/DEMOLITION8C1119C1116C1104C11010C1117C1117C110EVA PAVEMENTPHASED LIMITS OF WORK. WORK SHALL ONLYOCCUR NORTH AND WEST OF THIS LINE DURINGTHE SUMMER BREAK. SCHOOL DISTRICT SHALLOCCUPY THE AREA NORTH AND WEST OF THIS LINEDURING THE SCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THE SCHOOL CALENDAR.NOTES:1.CONTRACTOR TO PROTECT AND MAINTAIN EXISTING PAVEMENT FORSCHOOL FUNCTION DURING THE SCHOOL YEAR. NO WORK, STAGING ORLAYDOWN TO OCCUR NORTH OR WEST OF PHASING LINE UNTIL SCHOOL ISOUT REFER TO PROJECT MANUAL FOR SCHOOL CALANDAR.2.CONTRACTOR TO COORDINATE WITH RENTON SCHOOL DISTRICT ONDEMOLITION OF NORTHERN DRIVEWAY AS TO NOT IMPACT SCHOOLFUNCTION. WORK AT THE NORTHERN DRIVEWAY TO BE COMPLETEDDURING SUMMER AND FINISHED BY SCHOOL SESSION.3.THE DEVELOPER/CONTRACTOR SHALL CONTACT THE OWNER OF THE HIGHPRESSURE NATURE GAS TRANSMISSION PIPELINES NATURAL GASTRANSMISSION PIPELINES OPERATED BY WILLIAMS-NORTHWEST PIPELINEBEFORE ANY GROUND DISTURBANCE WITHIN 500 FEET OF PIPELINELOCATED AT PROPERTY LINE TO THE NORTH OF THE CASCADEELEMENTARY SCHOOL.C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C100DEMOLITION & TESCPLANR-411008CONSTRUCTION RECORD DRAWING 04/14/2023THESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023.39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK 7Rock Check Dam3Concrete Truck Washout2Sediment TrapNOTE:MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERMSEDIMENT TRAP OUTLETNTSCROSS SECTIONNTSOVERFLOW SPILLWAY6' MIN WIDTH1.5' SEDIMENT STORAGE2' SETTING DEPTH & 1' DEPTH OF 2" - 4" ROCK,1' DEPTH OF 3/4" - 1/2" WASHED GRAVEL1' DEPTH 3/4" - 1-1/2" WASHED GRAVEL5' MAX1' OVERFLOW DEPTH4' MIN1' DEPTH 2" - 4" ROCK9311OUTFLOWCHANNEL IFCONSTRUCTED BYEXCAVATIONFILTER FABRICFENCING2' SETTLING DEPTH1.5' SEDIMENT STORAGE8Sediment Pond Riser Detail4Interceptor Swale1Sediment Pond Plan View and Cross Sections5Stabilized Construction Entrance6Filter Fabric FencingC180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C110CITY OF RENTONDEMOLITION ANDTESC DETAILSCONSTRUCTION RECORD DRAWING 04/14/2023THESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023.39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK 10Tree Protection9Temporary Chain Link Fence8Construction Access Gate7Catch Basin Sediment FilterEROSION CONTROLSEDIMENT POND(7,480 GALLONS OF STORAGE)150 GPM PUMPSANDMEDIA FILTERPARTICULATEBAG FILTERCONSTRUCTION RUN OFFDIRECTIONOF FLOWDIRECTIONOF FLOWDIRECTIONOF FLOWDIRECTIONOF FLOWWEIR TANK74,561 GALLONS REQUIRED79,880 GALLONS PROVIDEDDISCHARGE TO EXSTORM SYSTEMPROVIDE CBPROTECTION2"Ø PIPE3"Ø PIPE3" Ø PIPE4" Ø PIPE4" Ø PIPEROUTE BACKWASH TO TANK6" Ø PIPEPUMP RUN-OFF IN TEMPSEDIMENT POND TO TANK11Not Used8' MAXIMUMTENSION WIRESUPPORT FENCE WITH CONCRETEBLOCKS OR METAL STANDSCLAMP ADJACENTPANELS TOGETHERPREFORMED CHAINLINKPANELS WITH 1.6" ØGALVANIZED POSTSAND RAILS6' MINIMUM6' FENCENOTES:1.6-FT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED THEGREATER VALUE AT THE DRIPLINE OR 36X THE TRUNK DIAMETER OF THETREE TO BE SAVED, FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S).INSTALL FENCE POSTS USING PIER BLOCKS ONLY. DO NOT DRIVE POSTSOR STAKES INTO ROOTS.2.FOR ROOTS OVER 1-IN DIA THAT ARE DAMAGED DURING CONSTRUCTION,MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION, ALLEXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAPTO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL WITHIN FOURHOURS.3.WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY, NOSTOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OFEQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OFTHE FENCING.6' MINDRIPLINE OR 36x THE TRUNK DIAMETERIF CONDITIONS WARRANT IN ORDER TOCONFORM TO NPDES REQUIREMENTS15Baker TankBOTTOM HINGE180° SWING3'- 0"CHAIN LINKFABRICGATEHARDWARETOP HINGE180° SWINGTRUSS RODS (TYP)STRETCHERBAR (TYP)2" MAX CLEAR6' FENCE16Not Used3Building Bottom of Mass Excavation (B.O.E.)5Sediment Trap w/ Moveable 55 Gallon Drum and Pump5'1'31MATCH EXISTINGRUNOFF WITH SEDIMENT5%12" PERFORATED PIPETOP OF DRUM SHALL BE6" MIN ABOVE GRADEPROVIDE SOLID COVER5'5%1'31313"WATER LEVELCONCRETE BLOCKSSUMP PUMPAND MOTORWIRE TIES55 GALLON DRUMW/ 2" DIA WEEP HOLESWRAP WITH FILTER FABRICPROVIDE 12" MIN CLEAN GRAVELAROUND PERIMETER OF DRUMFILTEREDRUNOFFDIS C H A R G E INTAKE 1'CONCRETE SLAB ON GRADE PERSTRUCTURAL PLANSTOP OF CONCRETE SLABPER STRUCTURAL PLANSCOMPACT NATIVESUBGRADE4" CAPILLARY BREAKBUILDING SLAB EXCAVATIONSTRUCTURAL FILLMATERIAL2' (MIN)EXISTING GRADESUBGRADE ELEVATIONPER PLANEXCAVATION NOTES BELOW BUILDINGSLAB AND FOUNDATIONS1.SEE STRUCTURAL PLANS FOR:- FOOTING DETAILS AND DIMENSIONS-TOPS OF FOOTING ELEVATIONS AND DEPTHS OF FOOTINGS-REQUIRED BEARING CAPACITY2.SEE ARCHITECTURAL ANDSTRUCTURAL PLANS FOR BUILDINGLAYOUT AND FOOTING LOCATIONS.3.SEE SPECIFICATIONS 312000 - EARTHMOVING - FOR STRUCTURAL BACKFILLMATERIAL AND COMPACTIONREQUIREMENTS.4.BEARING SUBGRADE SHALL CONSISTOF DENSE, UNDISTURBED, NATIVEBEARING MATERIAL AS CONFIRMED BYTHE GEOTECHNICAL ENGINEER.5.THE ANTICIPATED BOTTOM OFEXCAVATION ELEVATIONS SHOWS ONTHE PLANS HAVE BEEN DETERMINEDUTILIZING AVAILABLE BORINGINFORMATION PROVIDED BY THEGEOTECHNICAL REPORT. THECONTRACTOR SHALL USE THEEXCAVATION ELEVATIONS PROVIDEDFOR BIDDING PURPOSES. THE ACTUALBOTTOM OF EXCAVATION ELEVATIONSSHALL BE CONFIRMED BY THEOWNER-APPOINTED GEOTECHNICALENGINEER DURING CONSTRUCTION. INTHE EVENT THE BOTTOM OFEXCAVATION ELEVATION IS LOWERTHAN SHOWN ON THE PLANS, THECONTRACTOR SHALL MEASURE THEVOLUME OF EXCAVATION IN BANKYARDS WHICH ARE ADDITIONAL TOTHE PLANNED EXCAVATION. THISVOLUME SHALL BE VERIFIED BY THEGEOTECHNICAL ENGINEER ANDRECORDED IN THEIR FIELD NOTES.COMPENSATION SHALL BE PER THEUNIT PRICES DESCRIBED IN THEPROJECT SPECIFICATIONS FOR THEADDITIONAL EXCAVATED SOIL, ANDASSOCIATED IMPORT STRUCTURALFILL, BEYOND THE ANTICIPATEDELEVATIONS.6.PLACE FOUNDATIONS ON COMPACTEDSTRUCTURAL FILL. THEGEOTECHNICAL ENGINEER SHALLVERIFY PROPER COMPACTION ISACHIEVED PRIOR TO PLACINGFOUNDATIONS.7.THE CONTRACTOR SHALL PREVENTTHE FINAL SUBGRADE FROM BEINGCONTAMINATED OR COMPROMISED.C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C111DEMOLITION ANDTESC DETAILSR-411009CONSTRUCTION RECORD DRAWING 04/14/202339871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023. EXISTING CASCADEELEMENTARY SCHOOLRIDGELINE GRADE BREAKRIDGELINE GRADE BREAK 2.0%2.0%48 LF 15"PVC @ 1.4%147 LF 15" PVC @ 1.6%47 LF 8"PVC @ 6.8%SD# 9 CB TYPE II - 48"RIM=461.47IE=455.26 8"(IN)WIE=454.93 12"(IN)NIE=454.93 12"(OUT)SEW/ SOLID LOCKING LIDSD# 11 CB TYPE IRIM=462.12IE=458.35 8"(OUT)EW/ VANED GRATESEE DETAIL455.75TC 455.88BC 455.38TC 457.30BC 456.80180HD CULTEC CHAMBERDETENTION SYSTEM W/ 9"STONE BASE 389CHAMBERS VOLUMEPROVIDED = 18,593 CFSEE SHEET C211 FOR DETAILSPROPOSED WATERMAIN SEE UTILITY PLANSHEET C400FFE=461.50FFE=459.83FFE=459.83FFE=459.83PROPOSED SEWERMAIN SEE UTILITY PLANSHEET C400SD# 32 CB TYPE IRIM=460.73IE=458.09 8"(IN)NWIE=458.09 8"(OUT)EW/ VANED GRATESEE DETAILSD# 8 CB TYPE IRIM=460.08IE=456.72 8"(IN)WIE=456.72 8"(IN)NWIE=456.72 8"(OUT)SW/ VANED GRATESEE DETAIL55 LF 8" CPEP @ 2.5%32 LF 8" CPEP @ 1.2%SD# 7 CB TYPE II - 48"RIM=461.41IE=455.79 8"(IN)NIE=455.79 6"(IN)EIE=455.79 12"(OUT)SW/ VANED GRATE3 LF 8"PVC @ 0.0%146 LF 15"PVC @ 1.0%MWS-L-8-16-V-UG-HCMODULAR WETLANDSYSTEM FOR WATERQUALITY TREATMENTSEE DETAIL86 LF 12" PVC @ 1.0%67 LF 15"PVC @ 2.0%BUILDING CANOPY (TYP)SHOWN FORREFERENCE ONLYFFE=461.50TC 455.89BC 455.39TC 455.43BC 454.93TC 455.68BC 455.18TC 455.67BC 455.17TC 456.59BC 456.0954 LF 8" PVC @ 6.8%15" SD IE=450.31WATER QUALITYVAULT INLET15" SD IE=449.81WATER QUALITYVAULT OUTLETPROPOSED LOTLINE PER SHORTPLAN PROCESS12" STEP IN SLAB8" STEP IN SLAB457.14462.50462.08TC 455.43BC 454.93FLUSH CURBJJTC 456.20BC 455.70TC 455.80BC 455.30TC 457.42BC 456.92TC 457.37BC 456.87TC 458.63BC 458.13TC 458.90BC 458.40TC 458.31BC 457.81TC 456.90BC 456.40TC 456.92BC 456.42TC 456.99BC 456.49TC 460.54BC 460.04TC 460.71BC 460.21TC 460.91BC 460.41TC 462.17BC 461.67BS 456.40BS 458.70TS 459.70TS 459.77FFE=459.83459.75459.83461.50460.50461.50461.43461.50461.60461.50461.50461.60461.71461.76461.20FFE=460.5460.50459.81459.82459.83TC 461.60BC 461.10TC 461.12BC 460.62TC 462.63BC 462.13TC 462.30BC 461.80TC 463.78BC 463.28TC 461.46BC 460.96TC 460.94BC 460.44TC 461.17BC 460.67TC 464.60BC 464.10TC 463.50BC 463.00TC 464.50BC 464.00TC 464.50BC 464.00TC 463.00BC 462.50TC 460.55BC 460.05TC 459.78BC 459.28TC 463.37BC 462.87TC 463.53BC 463.03TC 466.68BC 466.18TC 466.34BC 465.84TC 463.85BC 463.35TC 462.43BC 461.93TC 461.86BC 461.36TC 460.86BC 460.36TC 462.63BC 462.13TC 458.61BC 458.11TC 456.04BC 455.54TC 456.49BC 455.99TC 459.30BC 458.80TC 461.50BC 461.00DSDSFFE = 461.50FFE = 460.50FFE = 459.83MATCH EXGRADEMATCH LINEW/ EX CONCRAISE RIM TOGRADE ANDALIGN LID WITHSIDEWALKRAISE TO GRADEAND INSTALLLOCKING LIDRIM=460.81SD# 56 CB TYPE IRIM=459.85IE=457.80 8"(OUT)SEW/ VANED GRATESEE DETAIL91 LF 8"DI @ 1.2%36 LF 8" PVC @ 11.2%3:1 MAX3:1 MAXSEE RAMPGRADINGDETAILSEE RAMPGRADINGDETAILS18 LF 8"PVC @ 0.0%OVERFLOW STRUCTURERIM TO GRADESEE DETAIL4C2144C21415' PUBLIC STORMEASEMENTWEIR WALL PERLANDSCAPEPLANS (TYP)SEE SHEET C251 FORMC-3500 STORMTECHCHAMBER ENLARGEMENTSEE SHEET C250 FORSC-310 STORMTECHCHAMBER ENLARGEMENT10+00 11+00 12+00 13+0010+50 11+50 12+50 13+5048 LF 8"DI @ 1.0%# 62 CB TYPE II - 60"W/ SOLID LOCKING LIDRIM=459.39IE=446.45 15"(IN)NEIE=446.45 15"(IN)WIE=446.45 15"(OUT)E454.78454.70454.70454.70454.70454.70454.70454.70454.70454.70454.70454.79EXISTING BURIED CATCHBASIN NOT SHOWN INSURVEY. LOCATIONAPPROXIMATE. ACONTRACTOR TO VERIFYLOCATION IN FIELDFLOWLINE3' MAX MODULARBLOCK WALLSEENOTE 1SEE NOTE 2458.71456.04455.16454.82453.91457.69456.97177 LF 15" PVC @ 1.9%SD# 64 CB TYPE IRIM=455.66IE=452.53 8"N12 HDPE(OUT)SW/ VANED GRATE21 LF 8"PVC @ 0.8%SD# 61 CB TYPE IRIM=462.60IE=458.57 8"(OUT)SEW/ VANED GRATESEE DETAILDSDSDS6" SDCORIM TO GRADEIE=456.806" SDCORIM TO GRADEIE=459.506" SDCORIM TO GRADEIE=459.506" SDCORIM TO GRADEIE=457.38SD# 80 SDCORIM=459.73IE=457.33 6"(IN)SIE=457.33 6"(OUT)E96 LF 6" PVC @ 1.9%23 LF 6" PVC @ 14.2%CONNECT TO EXISTINGSTORM DRAIN MANHOLEIE=446.71 15"(OUT)SW39 LF 6" PVC @ 8.0%SD# 79 SDCORIM=461.67IE=458.95 6"(IN)NIE=458.95 6"(OUT)W2C2132C2132C2132C2132C2132C2132C2132C2132C2132C213SD# 73 CB TYPE IRIM=460.34IE=456.32 8"(IN)NIE=456.32 8"(IN)EIE=456.32 8"(OUT)SW/ VANED GRATESEE DETAIL2C2132C2132C2132C21339 LF 8" PVC @ 8.0%14 LF 12"PVC @ 18.5%125 LF 8" PVC @ 0.5%6 LF 6" PVC @ 1.7%BUILDING FOOTINGDRAIN DISCHARGELOCATION466.22464.91464.22466.24TC 464.96BC 464.46TC 464.38BC 463.88SEE DETAIL"DITCH SECTION"/ C220 FORDITCH SECTION6" SDCORIM TO GRADEIE=456.6317 LF 8" PVC @ 1.0%31 LF 8"PVC @ 1.0%22 LF 6" PVC @ 2.0%32 LF 6" PVC @ 14.6%4" PERFORATED PERVIOUSPAVING UNDERDRAIN (TYP)SEE LANDSCAPE PLANSSD# 76 SDCORIM=456.02IE=455.50 6"(IN)WIE=455.50 6"(OUT)SEW/ SOLID LOCKING LIDMATCH EXGRADE9C2309C2309C2309C230SEE RAMPGRADINGDETAILS6C2306C23053 LF 8" CPEP @ 1.0%SD# 81 AREA DRAINRIM=461.30IE=459.80 6"(OUT)ESD# 82 AREA DRAINRIM=461.30IE=459.36 6"(IN)WIE=459.36 6"(OUT)STC 455.75BC 455.25TC 455.75BC 455.25TC 455.96BC 455.46TC 455.99BC 455.49TC 455.50BC 455.00TC 455.49BC 454.99TC 455.64BC 455.14TC 455.64BC 455.14TC 456.27BC 455.77455.58455.73455.51455.70TC 455.96BC 455.46TC 455.67BC 455.17TC 455.91BC 455.41TC 457.25BC 456.75TC 458.82BC 458.32TC 456.81BC 456.31TC 457.02BC 456.52TC 457.05BC 456.55TC 457.03BC 456.53TC 457.19BC 456.69TC 457.35BC 456.85457.48457.85TC 456.96BC 456.46TC 456.95BC 456.45TC 458.50BC 458.00TC 458.50BC 458.00TC 459.97BC 459.47TC 460.27BC 459.77TC 458.50BC 458.00TC 458.51BC 458.01TC 460.26BC 459.76TC 460.64BC 460.14TC 460.96BC 460.46TC 462.35BC 461.85TC 463.50BC 463.00TC 464.23BC 463.73TC 465.29BC 464.79TC 465.30BC 464.80TC 464.13BC 463.63TC 463.25BC 462.75TC 466.35BC 465.85TC 466.03BC 465.53TC 463.75BC 463.25TC 464.20BC 463.70TC 462.57BC 462.07TC 462.35BC 461.85TC 464.05BC 463.55TC 463.26BC 462.76TC 464.88BC 464.38TC 463.60BC 463.10TC 461.28BC 460.78TC 460.91BC 460.41TC 460.85BC 460.35TC 460.69BC 460.19TC 460.91BC 460.41TC 464.50BC 464.00TC 462.40BC 461.90460.2738 LF 8" CPEP @ 8.6%SEE RAMPGRADINGDETAIL116TH AVE SEGRADE BREAK ATBACK OF WALK12C23012C230SEE RAMPGRADINGDETAIL12C23012C230ROTATE CATCH BASIN RIM OUTOF CURB AND INSTALL SOLIDLOCKING LID. REINSTALL OILCONTROL TEE OVER NEW PIPEIE=453.80 6"(IN)EIE=451.69 15"(OUT)E6 LF 6" PVC VAULTDRAIN. CONNECT TO 15"STORM W/ 15"x6" TEE43 LF 6" PVC @ 2.0%(VAULT DRAIN)TC 464.10BC 463.60TC 463.13BC 462.63SEE SHEET C220 FOR ADARAMP GRADING DETAILS ATTHE NORTH DRIVEWAYENTRANCE TO CASCADEELEMENTARY SCHOOLSD# 42 CB TYPE II - 48"RIM=461.17IE=452.41 12"(IN)NWW/ SOLID LOCKING LIDSD# 49 CB TYPE IRIM=460.41IE=457.50 8"(OUT)NW/ VANED GRATESEE DETAILSD# 47 CB TYPE IRIM=457.84IE=455.39 8"(OUT)NWW/ VANED GRATESEE DETAILSD# 60 CB TYPE II - 54"RIM=458.70IE=450.45 8"(IN)NIE=450.45 8"(OUT)EFLOW CONTROL STRUCTUREW/ SOLID LOCKING LIDSEE DETAILSD# 21 CB TYPE II - 48"RIM=456.91IE=450.45 8"(BIDIRECTIONAL)WIE=450.45 8"(IN)NIE=450.45 8"(IN)EIE=450.45 8"(OUT)SW/ SOLID LOCKING LIDSD# 46 CB TYPE II - 48"RIM=455.23IE=444.99 15"(IN)WIE=444.99 15"(OUT)SEW/ SOLID LOCKING LIDSD# 16 CB TYPE II - 48"RIM=455.40IE=444.34 15"(IN)NWIE=444.34 15"(OUT)SW/ SOLID LOCKING LIDSD# 15 CB TYPE II - 60"RIM=455.97IE=441.97 15"(IN)NIE=450.47 8"(IN)SIE=439.06 8"(IN)WIE=493.06 EX 15" (OUT) EW/ SOLID LOCKING LIDCONNECT TO EXSTORM MAINSD# 36 CB TYPE II - 54"RIM=456.11IE=450.67 8"(IN)NIE=451.42 8"(IN)EIE=451.42 8"(IN)WIE=448.67 8"(OUT)SFLOW CONTROL STRUCTURESD# 55 CB TYPE II - 48"RIM=456.20IE=442.73 8"(IN)WIE=448.59 8"(IN)NIE=442.73 8"(OUT)EW/ VANED GRATE902HD CULTEC CHAMBERDETENTION SYSTEM W/ 12"STONE BASE279 CHAMBERSVOLUME PROVIDED = 28,784 CFSEE SHEET C212 FOR DETAILSDSDS20 LF 6" PVC@ 18.3%19 LF 6" PVC @ 33.8%8 LF 6" PVC @ 35.4%DSSDCORIM TO GRADEIE=456.50SDCORIM TO GRADEIE=458.00SDCORIM TO GRADEIE=457.00SDCORIM TO GRADEIE=457.00SDCORIM TO GRADEIE=457.0069 LF 6" PVC @ 2 .0%5 LF 6" PVC@ 38.8%6" SDCORIM TO GRADEIE=457.00WYE CONNECTIONIE=455.447 LF 6" PVC@ 38.8%DS12 LF 6"PVC @25%10 LF 6" PVC@ 2.0%16 LF 6"PVC @ 16.0%9 LF 8" PVC @ 50.6%8 LF 8" CPEP @ 74.0%10C210WATER QUALITYVAULTRIM=456.59IE=447.27 8" (IN) EIE=446.77SEE DETAIL8C210SD# 66 CB TYPE IRIM=456.41IE=453.74 8"(OUT)WW/ VANED GRATESEE DETAILSD# 63 CB TYPE IRIM=453.00IE=450.61 8"(OUT)NW/ BEEHIVE GRATE AND RIP RAP COLLARSEE DETAIL14 LF 8" PVC @ 1.0%26 LF 15" PVC @ 1.0%0.7%459.031791.7%459.91456.66456.76456.64692.2%450.14449.5781.3%459.58446.58446.54446.541.1%1.0%455.70452.58455.58444.87444.87455.38444.26444.131.3%456.04441.85449.49440.677.3%154.1%10.3%453.15450.59456.16450.68448.63456.25443.05448.71442.91451.63459.95457.751.1%891.2%462.77458.65460.83458.07457.97460.45456.30456.30456.30461.43455.75455.75455.75455.99453.93453.97453.97462.14458.26460.36457.30458.12454.91458.46(BIDIRECTIONAL)450.39456.42453.726.9%PVC @ 45.5%457.04S450.421724"(BIDIRECTIONAL)W9.3%461.44457.71457.84 EIE=457.69 6"(OUT)S461.76NE461.38459.02235.8%368.9%331.0%2.4%55 LF 6" PVC @ 1.6%(VAULT DRAIN)9 LF 8" PVC @ 1.9%38 LF 8 " PVC@ 0 .9%SD???RIM???461.31452.47PVC @ 71.5%11.1%2.1%12"24" STM PIPEINV=451.4512" STM PIPEHIGH-FLOWBYPASSINV=454.060102040SCALE 1"=20'LegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editKEY NOTES:REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUTLOCATIONS. CONNECT ALL DOWNSPOUTS TO STORMSYSTEM UNLESS OTHER NOTED. SEE DETAILCONNECT FOOTING DRAIN TO STORM SYSTEM.NOTES:1.SCHOOL OCCUPIED AREA FROM JUNE 17, 2021 UNTIL SEPTEMBER,2022. CONTRACTOR TO COMPLETE ALL WORK BETWEEN JUNE 17,2021 AND SEPTEMBER, 2022 WITHIN PARKING LOT2.CONTRACTOR OCCUPIED FROM JUNE 17, 2021 UNTIL END OFCONSTRUCTION (CONTRACTOR SHALL COORDINATE WITH CORFIRE MARSHALL FOR INSTALLATION AND PRESERVATION OFTEMPORARY EVA. SEE C1.00 FOR LIMITS OF TEMPORARY EVA)13C210UTILITY CROSSING TABLE8" STORMIE457.67EX 12" STORMTOP452.426" WATERIE 457.24EX 12" STORMTOP 452.328" STORMIE457.506" WATERTOP456.508" STORMIE457.29EX 8" WATERTOP456.292" GASIE458.648" STORMTOP457.828" STORMIE457.0215" STORMTOP452.99J.U.T.IE457.368" STORMTOP457.202" GASIE456.9815" STORMTOP449.186" WATERIE455.30EX 12" STORMTOP448.26BEFORE YOU BEGIN - REQUIRED MATERIALS AND EQUIPMENT1.PROPER GEOTECHNICAL SOIL EVALUATION BY A QUALIFIED ENGINEER OR SOIL SCIENTIST TODETERMINE SUITABILITY OF STRUCTURAL INSTALLATION2.OSHA COMPLIANCE3.CULTEC WARNING TAPE, OR EQUIVALENT4.ASSURANCES FROM LOCAL UTILITIES THAT NO UNDERGROUND GAS, ELECTRICAL OR OTHERPOTENTIALLY DANGEROUS PIPELINES OR CONDUITS ARE ALREADY BURIED AT THE SITE5.ACCEPTABLE 1- 2 INCH (25 - 51 mm) WASHED, CRUSHED STONE AS DETAILED IN CULTEC'SINSTALLATION INSTRUCTIONS. CLEANLINESS OF STONE TO BE VERIFIED BY ENGINEER.6.ACCEPTABLE FILL MATERIAL AS SHOWN IN CULTEC'S INSTALLATION INSTRUCTIONS.7.ALL CULTEC CHAMBERS AND ACCESSORIES AS SPECIFIED IN THE ENGINEER'S PLANS INCLUDINGCULTEC NO. 410 NON-WOVEN GEOTEXTILE, CULTEC STORMFILTER AND CULTEC NO. 4800WOVEN GEOTEXTILE, WHERE APPLICABLE.8.RECIPROCATING SAW OR ROUTER9.STONE BUCKET10.STONE CONVEYOR AND/OR TRACKED EXCAVATOR11.TRANSIT OR LASER LEVEL MEASURING DEVICE12.COMPACTION EQUIPMENT WITH MAXIMUM GROSS VEHICLE WEIGHT OF 12,000 LBS (5,440 KGS).VIBRATORY ROLLERS MAY ONLY BE USED ON THE STONE BASE PRIOR TO THE INSTALLATION OFCHAMBERS.13.CHECK CULTEC CHAMBERS FOR DAMAGE PRIOR TO INSTALLATION. DO NOT USE DAMAGEDCULTEC CHAMBERS, CONTACT YOUR SUPPLIER IMMEDIATELY TO REPORT DAMAGE ORPACKING-LIST DISCREPANCIES.REQUIREMENTS FOR CULTEC CHAMBER SYSTEM INSTALLATIONS1.INSTALLING CONTRACTORS ARE EXPECTED TO COMPREHEND AND USE THE MOST CURRENTINSTALLATION INSTRUCTIONS PRIOR TO BEGINNING A SYSTEM INSTALLATION. IF THERE IS ANYQUESTION AS TO WHETHER YOU POSSESS THE MOST CURRENT INSTRUCTIONS, CONTACTCULTEC AT (203) 775-4416 OR VISIT WWW.CULTEC.COM.2.CONTACT CULTEC AT LEAST THIRTY DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE FOR APRE-CONSTRUCTION MEETING.3.ALL CULTEC SYSTEM DESIGNS MUST BE CERTIFIED BY A REGISTERED PROFESSIONALENGINEER.4.USE CULTEC INSTALLATION INSTRUCTIONS AS A GUIDELINE ONLY FOR MINIMUM/MAXIMUMREQUIREMENTS. ACTUAL DESIGN MAY VARY. REFER TO APPROVED CONSTRUCTION DRAWINGSFOR JOB-SPECIFIC DETAILS. BE SURE TO FOLLOW THE ENGINEER'S DRAWINGS AS YOURPRIMARY GUIDE.5.THE FOUNDATION STONE SHALL BE LEVEL AND COMPACTED PRIOR TO CHAMBER INSTALLATION.6.OVERLAPPING RIB CONNECTIONS OF CHAMBERS SHALL BE FULLY SHOULDERED PRIOR TOSTONE PLACEMENT.7.CENTER-TO-CENTER SPACING SHALL BE CHECKED AND MAINTAINED THROUGHOUTINSTALLATION PROCESS.8.ANY DISCREPANCIES WITH THE SYSTEM SUB-GRADE SOIL'S BEARING CAPACITY MUST BEREPORTED TO THE DESIGN ENGINEER.9.NON-WOVEN GEOTEXTILE MUST BE USED AS SPECIFIED IN THE ENGINEER'S DRAWINGS.10.CULTEC REQUIRES THE CONTRACTOR TO REFER TO CULTEC'S INSTALLATION INSTRUCTIONSCONCERNING VEHICULAR TRAFFIC. RESPONSIBILITY FOR PREVENTING VEHICLES THAT EXCEEDCULTEC'S REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE CHAMBERSYSTEM LIES SOLELY WITH THE CONTRACTOR THROUGHOUT THE ENTIRE SITE CONSTRUCTIONPROCESS. THE PLACEMENT OF WARNING TAPE, TEMPORARY FENCING, AND/OR APPROPRIATELYLOCATED SIGNS IS HIGHLY RECOMMENDED. IMPRINTED WARNING TAPE IS AVAILABLE FROMCULTEC. FOR ACCEPTABLE VEHICLE LOAD INFORMATION, REFER TO CULTEC INSTALLATIONINSTRUCTIONS.11.TRAFFIC OF INSTALLATION EQUIPMENT OR OTHER VEHICULAR TRAFFIC OVER TOP OF THECULTEC STORMWATER SYSTEM IS STRICTLY RESTRICTED AND PROHIBITED UNTILSATISFACTORY COVER AND COMPACTION IS ACHIEVED ACCORDING TO CULTEC'SMANUFACTURER INSTALLATION INSTRUCTIONS.12.EROSION AND SEDIMENT-CONTROL MEASURES MUST MEET LOCAL CODES AND THE DESIGNENGINEER'S SPECIFICATIONS THROUGHOUT THE ENTIRE SITE CONSTRUCTION PROCESS.13.CULTEC SYSTEMS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CULTEC'SMINIMUM REQUIREMENTS. FAILURE TO DO SO WILL VOID THE LIMITED WARRANTY.14.CONTACT CULTEC, INC. AT 203-775-4416 WITH ANY QUESTIONS OR FURTHER CLARIFICATION OFREQUIREMENTS.15.PLACEMENT OF EMBEDMENT STONE MUST BE IN ACCORDANCE WITH CULTEC'S INSTALLATIONINSTRUCTIONS. STONE COLUMN HEIGHT DEFERENTIAL MUST NEVER EXCEED 12" (305 mm)BETWEEN CHAMBER ROWS, ADJACENT CHAMBERS OR STONE PERIMETER. STONE MUST BEPLACED OVER THE CROWN OF THE CHAMBERS TO ANCHOR THE CHAMBERS IN PLACE ANDMAINTAIN ROW SPACING.16.EMBEDMENT STONE MUST ONLY BE PLACED BY EXCAVATOR OR TELESCOPING CONVEYORBOOM. PLACEMENT OF EMBEDMENT STONE WITH BULLDOZER IS NOT AN ACCEPTABLE METHODOF INSTALLATION AND MAY CAUSE DAMAGE TO THE CHAMBERS. ANY CHAMBERS DAMAGEDUSING AN UNACCEPTABLE METHOD OF BACKFILL ARE NOT COVERED UNDER THE CULTECLIMITED WARRANTY.C200GRADING & DRAINAGEPLANC180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023.CONSTRUCTION RECORD DRAWING 04/14/202339871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK 15Typical Bioretention Section12Bee Hive Grate For 20" x 24" Frame8South Modular Wetland System10North Modular Wetland System20Not Used18Not Used16Not UsedBOTTOM ELEV (BE) = 453.70MAX W.S. ELEV (V) = 454.203:1 18"IE PER PLANOUTLETFREEBOARD (FT) ELEV=454.7030"6" MIN 6"INSTALL RISERS ASREQUIRED, SUCH THATSTRUCTURE ISBELOW GRADE.BEE-HIVE GRATESEE DETAILOUTLET STRUCTUREFOR BIORETENTIONPER PLANS6" SLOTTED UNDERDRAINKEY NOTES:GRAVEL BACKFILL FOR UNDERDRAIN PIPEFOR BIORETENTION COMPONENTS AND INSTALLATION, REFER TO LANDSCAPE PLANS AND SPECIFICATIONS.REFER TO CITY RENTON STANDARD DETAILS 262.10, 262.20, 262.30, 262.40, 262.50, AND 262.60.3:1 3"1236"12"NOTES:1.ALL COMPONENTS (PLANTS, SOIL, MULCH) AREREQUIRED FOR STORMWATER FUNCTION. SEEL'SCAPE PLANS.11Footing DrainBOTTOM WIDTH = 5'13DownspoutOVERFLOW STRUCTURERIM=453.20IE=451.2015"15"FINISH GRADE SEE PLANSFINISH FLOOR SEE PLANSBUILDING FOOTINGSEE STRUC'L PLANSDO NOT DISTURB 1:1BEARING PLANE11WRAP WITHFILTER FABRIC6" SDR 35, PERF PVCSURROUND W/ 6" MINGRAVEL BACKFILLFOR DRAINS6" MIN FINISHED GRADE1% MINIMUM6" PVC SD4"x6" FERNCO REDUCER4" PVC EXTENSION (AS NEEDED)JOINT FILLER (TYP ALLAROUND IN PAVED AREAS)4" FERNCO BOOT4" OD DOWNSPOUT SEEARCH'L PLANS ANDSPECIFICATIONDUMP NO POLLUTANTS - SM60 BHDUMP NO POLLUTANTS - SM60 BH12" x 10"24" x 20"22" x 18"5/8"1"6 - 1/4"1 - 1/2"LENGTH = 114.5012C210FLUSH EDGE CONDITIONPER COR STD PLAN 262.20SEE DETAIL6C213C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 CONSTRUCTION RECORD DRAWING 04/14/2023JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER REGURK.NHT IEK C210GRADING & DRAINAGEDETAILSR-411011450.14449.57THESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023.39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK EL. VARIESEL=453.63EL=453.13EL=451.12EL=450.678" SDIE OUT=451.12SOLID WALL 6" HDPEAFTER GEOTEXTILEBARRIER.CONNECT PERF. PIPETO SOLID WALL HDPE6" PERF. FTG DRAINIE IN=450.67COMPACTEDSUBGRADECULTEC 180HDCHAMBER ROWNOTES:1.USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN PER CITY OF RENTONSTD DETAIL 237.00 AND 237.302.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW3.METAL PARTS: CORROSION RESISTANT NON-GALVANIZED PARTS PREFERRED.GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1.4.FRAME AND LADDER OR STEPS OFFSET SO:A.CLEANOUT GATE IS VISIBLE FROM TOP.B.CLIMB-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.C.FRAME IS CLEAR OF CURB.5.IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TOHAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4"6.PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TOCONCRETE WALL (MAXIMUM 3'-0" VERTICAL SPACING)7.LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUMCLEARANCE AS SHOWN8.LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TOTANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITHWATERTYPE 9 MINERALAGGREGATE W/PORTLAND CEMENTMH SERIES 200TYPE 2 54" ØIE = 450.678" INLET PIPESTANDARDGALVANIZED STEELSTEPS. SEE AUSTINCO SPECS.2' - 0"2' - 0"MAX WSEL=453.504" MINRESTRICTOR PLATEWITH 0.50"Ø ORIFICEIE = 448.676" THK GROUT ALL AROUNDLIFT GATESEE DETAIL 'B'8" OUTLET PIPEIE = 451.9918" MINPIPE SUPPORT 3"x.09 GAGEBOLTED OR EMBEDDED 2" INWALL AT MAX 3' SPACING. MINONE SUPPORT4" MIN - 1'-6" MAX6" MIN2' - 6" MIN ROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSRIM = 456.00LIFT GATE CONTROL RODSECTIONPLANIN2' M I N ROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSSTANDARD GALVANIZED STEELSTEPS. SEE AUSTIN CO SPECS.DETAIL 'C'N.T.S.6" MAX6" MINSEWERSADDLEREMOVABLE WATERTIGHT COUPLING8" ELBOWDRILLED CAP PLATEWITH 0.875"Ø ORIFICEINOUT 2" MININMIRAFI - EROSION FABRICOR APPROVED SUBSTITUTEPAD IS 4' WIDE MINDISCHARGEPIPE (PER PLAN)PER PLAN1' MIN THICKNESS4" - 8" Ø AVGQUARRY SPALLS8" INLET PIPEIE=451.42180HD Cultec Flow Control Structure180HD Cultec System SectionOutlet Protection456.16450.68448.63CULTEC RECHARGER®180HD LEGENDCULTEC RECHARGER 180IHD INTERMEDIATECULTEC RECHARGER 180EHD ENDCULTEC HVLV FC-24 FEED CONNECTORSSTONE BORDERCULTEC NO. 4800 WOVEN GEOTEXTILECULTEC SEPARATOR ROWCULTEC RECHARGER 180SHD STARTERMATERIALS LIST SUPPLIED BY CULTECCULTEC RECHARGER 180SHD STARTER23PIECESCULTEC RECHARGER 180IHD INTERMEDIATE343PIECESCULTEC RECHARGER 180EHD END23PIECESCULTEC HVLV FC-24 FEED CONNECTORS30PIECESCULTEC NO. 410 NON-WOVEN GEOTEXTILE3,662SQ. YARDSCULTEC NO. 4800 WOVEN GEOTEXTILE416LINEAL FEETCULTEC INSPECTION PORT KIT2PIECESMATERIALS LIST NOT SUPPLIED BY CULTEC1-2 INCH WASHED, CRUSHED STONE984CUBIC YARDS8 OZ. NON-WOVEN GEOTEXTILEN/ASQ. YARDS30 MIL. PVC THERMOPLASTIC LINERN/ASQ. YARDSSYSTEM LAYOUT DETAILNTSPROPOSED STORMWATER MANAGEMENT SYSTEM ELEVATIONS(TO BE APPROVED BY ENGINEER)*ENGINEER TO CONFIRM MINIMUM AND MAXIMUM BURIAL REQUIREMENTS ARE MET)MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT OR UNPAVED)465.13MINIMUM ALLOWABLE GRADE (UNPAVED TRAFFIC)453.96MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)453.80MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)453.80TOP OF STONE ELEVATION453.63TOP OF CHAMBER ELEVATION453.13OUTLET PIPE INVERT451.42INLET PIPE INVERT451.42BOTTOM OF CHAMBER ELEVATION451.42BOTTOM OF STONE ELEVATION450.67CULTEC STORMWATER MANAGEMENT SYSTEM SUMMARYTOTAL STORAGE REQUIRED (CF)18,907TOTAL STORAGE PROVIDED (CF)19,225% STONE POROSITY40SYSTEM AREA (SF)11,887DEPTH OF EMBEDMENT STONE (IN)6DEPTH OF BEDDING STONE (IN)9STONE PERIMETER (IN)27SPACING BETWEEN CHAMBER ROWS (IN)15NOTE: ALL EXTERNAL SYSTEM STRUCTURES, INLET/OUTLET PIPES AND PROPOSED ELEVATIONS MUST BEDESIGNED AND APPROVED BY THE ENGINEER OF RECORD. ALL PROPOSED SYSTEM ELEVATIONS PROVIDEDMUST BE VERIFIED BY THE ENGINEER OF RECORD AND THE ENGINEER OF RECORD MUST ENSURE CHAMBERBURIAL REQUIREMENTS ARE METPROPOSED SYSTEM ALTERATION TABLE1PROPOSED 4'Ø MANHOLE W/ 24" MIN. SUMP2.25' STONE BORDERSD# 36 CB TYPE IIPER EGINEER PLAN8" PVC PIPEINV. = 451.426" PVC PIPEINV. = 451.428" PVC PIPEINV. = 451.42CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATHINTERNAL MANIFOLD FEATURE AND BENEATH ALLINLET/OUTLET PIPES (FOR SCOUR PROTECTION)CULTEC HVLVFC-24 FEEDCONNECTOR(TYP.)TYPICAL CULTEC INSPECTIONPORT KIT(SEE DETAIL)TYPICAL CULTECSEPARATOR ROW6" PVC PIPEINV. = 451.4245.75'25.32'20.25'8.50'4.25'12.75'31.65'113.11'96.75'157.42'17.00'69.63'28.75'4.25' CENTER TO CENTER(15" SPACING BETWEEN CHAMBERS)0.00'C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 CONSTRUCTION RECORD DRAWING 04/14/2023JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C211180HD PLAN AND DETAILSR-411012THESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023.39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK CULTEC RECHARGER®902HD LEGENDCULTEC RECHARGER 902HD CHAMBERCULTEC RECHARGER 902HD END CAPCULTEC HVLV FC-48 FEED CONNECTORSSTONE BORDERCULTEC NO. 4800 WOVEN GEOTEXTILECULTEC SEPARATOR ROWNOTE: ALL EXTERNAL SYSTEM STRUCTURES, INLET/OUTLET PIPES AND PROPOSED ELEVATIONS MUST BEDESIGNED AND APPROVED BY THE ENGINEER OF RECORD. ALL PROPOSED SYSTEM ELEVATIONS PROVIDEDMUST BE VERIFIED BY THE ENGINEER OF RECORD ENGINEER AND THE ENGINEER OF RECORD MUST ENSURECHAMBER BURIAL REQUIREMENTS ARE METMATERIALS LIST SUPPLIED BY CULTECCULTEC RECHARGER 902HD CHAMBER279PIECESCULTEC RECHARGER 902HD END CAP16PIECESCULTEC HVLV FC-48 FEED CONNECTORS6PIECESCULTEC NO. 410 NON-WOVEN GEOTEXTILE2,977SQ. YARDSCULTEC NO. 4800 WOVEN GEOTEXTILE326LINEAL FEETCULTEC INSPECTION PORT KIT3PIECESMATERIALS LIST NOT SUPPLIED BY CULTEC1-2 INCH WASHED, CRUSHED STONE1,094CUBIC YARDS8 OZ. NON-WOVEN GEOTEXTILEN/ASQ. YARDS30 MIL. PVC THERMOPLASTIC LINERN/ASQ. YARDSSYSTEM LAYOUT DETAILNTSPROPOSED STORMWATER MANAGEMENT SYSTEM ELEVATIONS(TO BE APPROVED BY ENGINEER OF RECORD)*ENGINEER OF RECORD TO CONFIRM MINIMUM AND MAXIMUM BURIAL REQUIREMENTS ARE MET)MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT OR UNPAVED)463.75MINIMUM ALLOWABLE GRADE (UNPAVED TRAFFIC)457.95MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)457.45MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)457.45TOP OF STONE ELEVATION456.45TOP OF CHAMBER ELEVATION455.4512" HIGH-FLOW BYPASS PIPE INVERT454.06OUTLET PIPE INVERT451.45INLET PIPE INVERT451.45BOTTOM OF CHAMBER ELEVATION451.45BOTTOM OF STONE ELEVATION450.45CULTEC STORMWATER MANAGEMENT SYSTEM SUMMARYTOTAL STORAGE REQUIRED (CF)29,259TOTAL STORAGE PROVIDED (CF)29,574% STONE POROSITY40SYSTEM AREA (SF)7,883DEPTH OF EMBEDMENT STONE (IN)12DEPTH OF BEDDING STONE (IN)12STONE PERIMETER (IN)12SPACING BETWEEN CHAMBER ROWS (IN)9234.00'69.00'165.00'14.50'30.25'30.25'230.34'54.34'8.00'98.34'11.66'58.00'7.25'7.25' CENTER TO CENTER(9" SPACING BETWEEN CHAMBERS)SD# 21 CBTYPE IIPERENGINEERPLAN24" STM PIPEINV. = 451.4512" PVCHIGH-FLOWBYPASSINV. = 454.068" PVC PIPEINV. = 451.45SD# 47 CB TYPE IPER ENGINEER PLAN8" PVC PIPEINV. = 451.45SD# 49 CB TYPE IPER ENGINEER PLANSD# 42 CB TYPE IIPER ENGINEERPLAN24" STM PIPEINV. = 451.4512" STMHIGH-FLOWBYPASSINV. = 454.066" PVC PIPEINV. = 451.456" PVC PIPEINV. = 451.45CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATHINTERNAL MANIFOLD FEATURE AND BENEATH ALLINLET/OUTLET PIPES (FOR SCOUR PROTECTION)CULTEC HVLVFC-48 FEEDCONNECTOR(TYP.)TYPICAL CULTEC INSPECTION PORT KIT(SEE DETAIL)TYPICAL CULTEC SEPARATOR ROW14.50'1.00'STONEBORDEREL. VARIESEL=456.45EL=455.45EL=451.45EL=450.458" SD IE OUT=451.45SOLID WALL 6" HDPEAFTER GEOTEXTILEBARRIER.CONNECT PERF. PIPETO SOLID WALL HDPE6" PERF. FTG DRAINIE IN=450.45COMPACTEDSUBGRADESTORMTECH MC-3500CHAMBER ROWNOTES:1.USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN2.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW PER CITY OF RENTONSTANDARD DETAIL 237.00 AND 237.303.METAL PARTS: CORROSION RESISTANT NON-GALVANIZED PARTS PREFERRED.GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1.4.FRAME AND LADDER OR STEPS OFFSET SO:A.CLEANOUT GATE IS VISIBLE FROM TOP.B.CLIMB-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.C.FRAME IS CLEAR OF CURB.5.IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TOHAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4"6.PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TOCONCRETE WALL (MAXIMUM 3'-0" VERTICAL SPACING)7.LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUMCLEARANCE AS SHOWN8.LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TOTANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITHWATERPLANIN OUT2" MINROUND SOLIDCOVER MARKED'DRAIN' W/LOCKING BOLTSSTANDARDGALVANIZED STEELSTEPS. SEE AUSTINCO SPECS.DETAIL 'C'N.T.S.8" MIN NEOPRENEGASKETPRESSURERELEASEASSEMBLYLIFT GATECONTROLROD6" MAX6" MINSEWERSADDLEREMOVABLE WATERTIGHT COUPLING8" ELBOWDRILLED CAP PLATEWITH 1.25"Ø ORIFICEDETAIL 'B'N.T.S.TYPE 9 MINERAL AGGREGATEW/ PORTLAND CEMENTMH SERIES 200TYPE 2 54" ØIE = 450.458" INLETPIPE2' - 0"2' - 0"MAX WSEL=456.204" MINRESTRICTOR PLATE WITH 0.750"ØORIFICEIE =450.456" THK GROUT ALL AROUNDLIFT GATE - SEE DETAIL 'B'8" OUTLET PIPEIE = 454.8518" MINPIPE SUPPORT 3"x.09 GAGEBOLTED OR EMBEDDED 2" INWALL AT MAX 3' SPACING. MINONE SUPPORT4" MIN - 1'-6" MAX2' - 6" MIN ROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSRIM = 458.70LIFT GATECONTROL RODSECTION902HD Cultec Flow Control Structure902HD Cultec System Section458.46450.39(BIDIRECTIONAL)C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 CONSTRUCTION RECORD DRAWING 04/14/2023JAS39871STA T E OF WASHINGTONREGISTERED PROFESSIONALENGI N EER REGURK.NHT IEK C212902HD PLAN & DETAILSR-411013THESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023.39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK 4Storm Drain Cleanout1Not Used3COR Catch Basin Type 22COR Catch Basin Type 15Not Used6Bioretention - Edge Treatmetns7Typical Trench And Backfill8Pipe Zone Bedding and Compaction - Flexible PipeC180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C213CITY OF RENTONGRADING & DRAINAGEDETAILSCONSTRUCTION RECORD DRAWING 04/14/202339871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023. 450455460465470450455460465470EXISTINGPROPERTY LINEPROPOSED GRADEFFE=461.50FFE=460.50FFE=459.833:1 SLOPE MAXSTRUCTURAL FOOTING SHOWNFOR REFERENCE ONLYSC-310 STORMTECHCHAMBERSSEE DETAILS ON SHEETC211 AND C212 FORMORE INFORMATIONMATCH EX GRADENON-INFILTRATINGBIORETENTIONSEE DETAIL1.5:1 MAX CUT SLOPEMATCH EXGRADESTRUCTURAL FILL (TYP)1:1 FOOTING BEARINGZONE (SHOWN FORREFERENCE ONLY)6" FOOTING DRAINSEE DETAILGEOTEXTILE LINER TOWRAP CHAMBER SYSTEMSEE DETAIL2" OVERLAY11C21015C21018C210450455460465470450455460465470EXISTING PROPERTY LINEFFE=460.50STRUCTURAL FOOTING SHOWNFOR REFERENCE ONLYMC-3500 STORMTECHCHAMBERSSEE DETAILS ON SHEETSC211 AND C2121.5:1 MAXCUT SLOPESTRUCTURAL FILL (TYP)1:1 FOOTING BEARINGZONE (SHOWN FORREFERENCE ONLY)6" FOOTING DRAINSEE DETAILGEOTEXTILE LINER TOWRAP CHAMBER SYSTEMSEE DETAIL11C21018C210455460455460PROPOSED GRADEBOTTOM OF BIORETENTION = 453.7031WEIR WALLS PERLANDSCAPEPLANSTOP OF WEIRELEVATION = 454.302' DETECTABLEWARNING SURFACE2' DETECTABLEWARNING SURFACEMATCH EXGRADESINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16-03SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16-03CONCRETE CURBAND GUTTERSEE DETAIL1C311CONCRETE CURBAND GUTTERSEE DETAIL1C311116TH AVE SE MATCH EXGRADETC 466.76 (EX)BC 466.43 (EX)TC 467.12 (EX)BC 466.62 (EX)TC 467.20BC 466.70TC 467.11BC 466.61TC 466.60 (EX)BC 466.10 (EX)TC 466.88 (EX)BC 466.38 (EX)466.39466.42466.53466.49466.87466.9317+00 17+50 7.5' 8.2%467.64 (EX)467.73 (EX)8.2% 7.4%1.8%5.0'4.9'2% 1.4% 7.6% 8%1.2%LANDING12' 1.8%466.78466.75LANDING467.25467.40 (EX)467.34467.50 (EX)7.6% 8.2%8% 7.5% 2'5' 5' 5'1.8%1.6%1.8%1.6%455460455460PROPOSED GRADEC180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C220902HD PLAN AND DETAILSR-411015Section A (E-W)Section B (N-S)Bioretention Grading SectionADA Ramp Detail #7Ditch SectionCURB RETURN DATAEFCONSTRUCTION RECORD DRAWING 04/14/202339871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023. 466.51466.58466.80466.84 (EX)466.38466.42466.91466.55TC 466.93BC 466.43TC 466.73BC 466.23TC 466.68BC 466.18466.72466.96 (EX)466.97 (EX)TC 466.52BC 466.02TC 466.82BC 466.32TC 466.99BC 466.497.1%1.5%8%7.5%5.0'LANDINGLANDINGLANDINGDETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACESEE DETAIL9C310466.26 (EX)466.06466.24 (EX)5' 6.0' 2 . 0%1.0%TC 446.85 (EX)BC 446.35 (EX)116TH AVE SE 8%1.7% 1.8% 7.8' 10.9' 1.6%TC 466.50 (EX)BC 466.00 (EX)5.0'5.0'466.29MATCH EXGRADE4.1'MATCH EXGRADE5'3'5'466.320.8%6.3%1.4%5'3.4' 1.4% 1.2%1.2%1.8%0.5%6.0%7.2%1.8 % 1.5%TC 466.06BC 465.56TC 465.94BC 465.44TC 465.45BC 464.95TC 465.34BC 464.84465.93466.01465.99466.07464.98465.05465.40465.34465.44465.386.6%7.5%4'4'4'466.34EX: 466.29EX: 466.201.0%465.52465.58LANDINGDETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACESEE DETAIL9C310465.52465.85 (EX)5.5'1.8%1.8%2.0%PROTECTEX POLE463.48116TH AVE SE RIDGELINETC 465.53 (EX)BC 465.03 (EX)1.5%465.36461.84461.36TC 462.58BC 462.08TC 462.65BC 462.15TC 461.76BC 461.26TC 461.94BC 461.446.3%TC 462.00BC 461.45461.38461.79TC 461.68BC 461.18LANDING1.4%2.0%LANDINGLANDINGTC 461.60BC 461.10460.651.3%1.4%2.0%LANDING2.0%DETECTABLE WARNINGSURFACESEE DETAIL9C3100. 8% 1. 9% 1.4%DETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACE462.58462.82TC 462.73BC 462.23TC 462.61BC 462.111.5%5.3%462.57462.39462.00461.950.5%TC 463.25BC 462.75TC 462.40BC 461.90462.40462.60462.88462.02462.52463.13TC 463.01BC 462.51462.82462.42462.48GRADE BREAKRIDGELINE 1.9%6.0'6.5'6.3'45.3'0.5%ADA SIGNAGE (TYP)SEE DETAIL14C310461.94462.13461.840.6%462.50462.50462.01461.971.5%1.5%8.0'4.0'4.0'461.43461.931.7%12ADA Ramp9ADA Ramp8Not Used6ADA Ramp4Not Used7Not Used3Not Used02.5510SCALE 1"=5'02.5510SCALE 1"=5'02.5510SCALE 1"=5'DETECTABLE WARNING SURFACESEE DETAIL9C310TC 464.16BC 463.66463.48TC 464.02BC 463.52464.05TC 464.27BC 463.77464.14TC 464.07BC 463.57TC 463.03BC 462.53462.96462.99463.37463.75463.435.3%C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STATE OF WASHINGTONREGISTERED PROFESSIONALENGIN EER REGURK.NHT IEK C230RAMP GRADING DETAILSR-411016CONSTRUCTION RECORD DRAWING 04/14/202339871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023. 43544044545045546046543544044545045546046510+0011+0012+0013+0014+0015+0016+0016+4067 LF 15" PVC @ 2.0%48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%# 46 CB TYPE II - 48"RIM=455.23IE=444.99 15"(IN)WIE=444.99 15"(OUT)SEW/ SOLID LOCKING LID# 16 CB TYPE II - 48"RIM=455.40IE=444.34 15"(IN)NWIE=444.34 15"(OUT)SW/ SOLID LOCKING LID44545045546046547044545045546046547010+0011+0012+0013+0013+6091 LF 8" DI @ 1.2%# 32 CB TYPE IRIM=460.73IE=458.09 8"(IN)NWIE=458.09 8"(OUT)EW/ VANED GRATESEE DETAIL# 8 CB TYPE IRIM=460.08IE=456.72 8"(IN)WIE=456.72 8"(IN)NWIE=456.72 8"(OUT)SW/ VANED GRATESEE DETAIL# 7 CB TYPE II - 48"RIM=461.41IE=455.79 8"(IN)NIE=455.79 6"(IN)EIE=455.79 12"(OUT)SW/ VANED GRATE86 LF 12" PVC @ 1.0%# 9 CB TYPE II - 48"RIM=461.47IE=455.26 8"(IN)WIE=454.93 12"(IN)NIE=454.93 12"(OUT)SEW/ SOLID LOCKING LID45045546046547045045546046547010+0011+0045045546046547045045546046547010+0010+60# 11 CB TYPE IRIM=462.12IE=458.35 8"(OUT)EW/ VANED GRATESEE DETAIL39 LF 8" PVC @ 8.0%43544044545045546043544044545045546010+0011+0011+80# 21 CB TYPE II - 48"RIM=456.91IE=450.45 8"(BIDIRECTIONAL)WIE=450.45 8"(IN)NIE=450.45 8"(IN)EIE=450.45 8"(OUT)SW/ SOLID LOCKING LID47 LF 8" PVC @ 6.8%36 LF 8" PVC @ 11.2%# 55 CB TYPE II - 48"RIM=456.20IE=442.73 8"(IN)WIE=448.59 8"(IN)NIE=442.73 8"(OUT)EW/ VANED GRATE54 LF 8" PVC @ 6.8%# 15 CB TYPE II - 60"RIM=455.97IE=441.97 15"(IN)NIE=450.47 8"(IN)SIE=439.06 8"(IN)WIE=439.06 EX 15" (OUT) EIE=493.06 EX 15" (OUT) EW/ SOLID LOCKING LIDCONNECT TO EXSTORM MAIN# 56 CB TYPE IRIM=459.85IE=457.80 8"(OUT)SEW/ VANED GRATESEE DETAILEX GRADEEX GRADEEX GRADEEX GRADEEX GRADEPROPOSED GRADEPROPOSEDGRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEMWS-L-6.33-V-UGMODULAR WETLANDSYSTEM FOR WATERQUAILTY TREATMENTSEE DETAIL8C210MWS-L-8-16-V-UG-HCMODULAR WETLANDSYSTEM FOR WATERQUAILTY TREATMENTSEE DETAIL10C21055 LF 8" CPEP @ 2.5%18 LF 8"PVC @ 0.0%# 60 CB TYPE II - 54"RIM=458.70IE=450.45 8"(IN)NIE=450.45 8"(OUT)EFLOW CONTROL STRUCTUREW/ SOLID LOCKING LIDSEE DETAIL177 LF 15" PVC @ 1.9%146 LF 15" PVC @ 1.0%67 LF 15" PVC @ 2.0%48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%177 LF 15" PVC @ 1.9%146 LF 15" PVC @ 1.0%67 LF 15" PVC @ 2.0%48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%177 LF 15" PVC @ 1.9%# 62 CB TYPE II - 60"RIM=459.39IE=446.45 15"(IN)NEIE=446.45 15"(IN)WIE=446.45 15"(OUT)E146 LF 15" PVC @ 1.0%67 LF 15" PVC @ 2.0%48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%48 LF 8" DI @ 1.0%# 61 CB TYPE IRIM=462.60IE=458.57 8"(OUT)SEW/ VANED GRATESEE DETAIL43544044545045546043544044545045546010+0010+608 LF 8"PVC @ 1.1%# 36 CB TYPE II - 54"RIM=456.11IE=450.67 8"(IN)NIE=451.42 8"(IN)EIE=451.42 8"(IN)WIE=448.67 8"(OUT)SFLOW CONTROL STRUCTURE# 55 CB TYPE II - 48"RIM=456.20IE=442.73 8"(IN)WIE=448.59 8"(IN)NIE=442.73 8"(OUT)EW/ VANED GRATEEX GRADEPROPOSED GRADEEX 12" SDIE=456.74'6" SEWER X'INGBOTTOM=450.9312" SEWER X'INGIE=451.15(ASSUMED)12" SEWER X'INGIE=449.60(ASSUMED)GAS X'ING3" WATER X'INGIE=454.51GAS X'ING4" WATER X'INGIE=455.54'6" WATER X'INGIE=454.74'8" WATER X'INGIE=450.83EX 8" WATER X'ING53 LF 8" CPEP @ 1.0%# 15 CB TYPE II - 60"RIM=455.97IE=441.97 15"(IN)NIE=450.47 8"(IN)SIE=439.06 8"(IN)WIE=493.06 EX 15" (OUT) EW/ SOLID LOCKING LIDCONNECT TO EXSTORM MAIN32 LF 8" CPEP @ 1.2%# 73 CB TYPE IRIM=460.34IE=456.32 8"(IN)NIE=456.32 8"(IN)EIE=456.32 8"(OUT)SW/ VANED GRATESEE DETAIL2C2132C2132C2132C2132C2132C2134404454504554604654404454504554604650+000+8026 LF 15"PVC @ 1.0%# 62 CB TYPE II - 60"RIM=459.39IE=446.45 15"(IN)NEIE=446.45 15"(IN)WIE=446.45 15"(OUT)ECONNECT TO EX SDMHIE=446.71 15"(OUT)SW39 LF 6" PVC @ 8.0%# 79 SDCORIM=461.67IE=458.95 6"(IN)NIE=458.95 6"(OUT)W9C251902HD CULTECCHAMBER DETENTIONSYSTEM. SEE SHEETC251 FOR DETAILSStorm Profile 2Storm Profile 6Storm Profile 3Storm Profile 4Storm Profile 5Storm Profile 18" STORM X'INGIE=452.44456.04441.85449.49440.67456.25443.05448.71442.914.1%10.3%6.9%458.46(BIDIRECTIONAL)450.39457.04(BIDIRECTIONAL)WSN(IN)E 450.42456.25443.05448.71442.91456.16450.68448.63462.14458.2611.1%461.76NE368.9%459.58446.58446.54446.540.7%459.58446.58446.54446.54455.58444.87444.87455.38444.26444.13456.04441.85449.491.3%1.1%1.7%1792.2%691.2%891.1%2.4%331.0%2.1%455.99453.93453.97453.97461.43455.75455.75455.75460.45456.30456.30456.30459.91456.66456.76456.64459.95457.75460.83458.07457.97462.77458.65C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 CONSTRUCTION RECORD DRAWING 04/14/2023JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C240DRAINAGE PROFILESR-411017THESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023.39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK CULTEC RECHARGER 180HD HEAVY DUTY TYPICAL INTERLOCKMODEL 180 SHDMODEL 180 IHDMODEL 180 IHDMODEL 180 EHDBEGINNING OF RUNEND OF RUNHIDDEN ENDHIDDEN ENDCULTEC HVLV FC-24 FEED CONNECTORTRIM CUT-OUTTO UTILIZE INTERNALMANIFOLD FEATURECULTEC HVLV FC-24 FEED CONNECTORCULTEC HVLV FC-24FEED CONNECTOR THREE VIEW12.0"24.2"CULTEC FC-2416.0"GENERAL NOTESCULTEC FC-24 FEED CONNECTOR SPECIFICATIONSGENERALCULTEC HVLV (HIGH VOLUME, LOW VELOCITY) FEED CONNECTOR POLYETHYLENE CHAMBERS ARE DESIGNED FORUNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED TO MANIFOLD CULTEC RECHARGERMODEL 180HD CHAMBER SYSTEMS FOR RETENTION, RECHARGING, DETENTION, AND CONTROLLING THE FLOW OFON-SITE STORMWATER RUNOFF.CHAMBER PROPERTIES1.THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT (203-775-4416).2.CONTACT CULTEC, INC. AT 203-775-4416 FOR SUBMITTAL PACKAGES AND TO PURCHASE PRODUCT.3.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC FEED CONNECTOR SHALL BE 12 INCHES TALL,16 INCHES WIDE. THE HVLV FC-48 IS 54 INCHES LONG. THE HVLV FC-24 IS 24.2 INCHES LONG4.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR SHALL BE 0.819 CF/LF.5THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR.6.THE HVLV FC FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS, ANDHAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OFTHE RECHARGER 180HD.7.ALL CHAMBERS SHALL BE ARCHED IN SHAPE.8.HEAVY DUTY UNITS ARE DESIGNED ACCORDING TO AASHTO HS-25 LOAD RATING (40,000 LBS. /AXLE) WHEN BURIED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.9.HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE ALONG THE LENGTH OF THE CHAMBER.10.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY.CULTEC NO. 4800™ WOVEN GEOTEXTILECULTEC NO. 4800 WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT SCOURING CAUSED BYWATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLDFEATURE. IT MAY ALSO BE USED AS A COMPONENT OF THE CULTEC SEPARATOR ROW TO ACT AS A BARRIER TOPREVENT SOIL/CONTAMINANT INTRUSION INTO THE STONE WHILE ALLOWING FOR MAINTENANCE.GEOTEXTILE PARAMETERS1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT.(203-775-4416 OR 1-800-428-5832)2.THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.3.THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 550 X 550 LBS (2,448 X 2,448 N) PER ASTM D4632TESTING METHOD.4.THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 20 X 20% PER ASTM D4632 TESTINGMETHOD.5.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 5,070 X 5,070 LBS/FT (74 X 74 KN/M) PER ASTM D4595 TESTING METHOD.6.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 2% STRAIN OF 960 X 1,096 LBS/FT(14 X 16 KN/M) PER ASTM D4595 TESTING METHOD.7.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 5% STRAIN OF 2,740 X 2, 740 LBS/FT(40 X 40 KN/M) PER ASTM D4595 TESTING METHOD.8.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 10% STRAIN OF 4,800 X 4,800 LBS/FT(70 X 70 KN/M) PER ASTM D4595 TESTING METHOD.9.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,700 LBS (7,560 N) PER ASTM D6241TESTING METHOD.10.THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 180 X 180 LBS (801 X 801 N) PER ASTMD4533 TESTING METHOD.11.THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D4751TESTING METHOD.12.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15 SEC-1 PER ASTM D4491 TESTING METHOD.13.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5 GPM/FT2 (470 LPM/M2) PER ASTM D4491TESTING METHOD.14.THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 80% @ 500 HRS. PER ASTM D4355 TESTING METHOD.CULTEC RECHARGER 180HD SPECIFICATIONSGENERALCULTEC RECHARGER® 180HD CHAMBERS ARE DESIGNED FOR UNDERGROUNDSTORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING,DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF.CHAMBER PARAMETERS1.THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT.(203-775-4416 OR 1-800-428-5832)2.THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHTHIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUEEXTERIOR.3.THE CHAMBER SHALL BE ARCHED IN SHAPE.4.THE CHAMBER SHALL BE OPEN-BOTTOMED.5.THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD.CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NOSEPARATE COUPLINGS OR SEPARATE END WALLS.6.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER® 180HD SHALL BE20.5 INCHES (521 MM) TALL, 36 INCHES (914 MM) WIDE AND 7.33 FEET (2.23 M) LONG. THEINSTALLED LENGTH OF A JOINED RECHARGER® 180HD SHALL BE 6.33 FEET (1.93 M).7.MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 15 INCH (375 MM) HDPE.8.THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC-24 FEEDCONNECTORS TO CREATE AN INTERNAL MANIFOLD. MAXIMUM ALLOWABLE O.D. IN THESIDE PORTAL IS 12.25 INCHES (311 MM).9.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV® FC-24 FEED CONNECTORSHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND 24.2 INCHES (614MM) LONG.10.THE NOMINAL STORAGE VOLUME OF THE RECHARGER® 180HD CHAMBER SHALL BE3.445 FT3 / FT (0.32 M3 / M) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF ASINGLE RECHARGER 180RHD STAND ALONE UNIT SHALL BE 25.25 FT3 (0.72 M3) -WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER® 180EHDAS AN INTERMEDIATE UNIT SHALL BE 21.81 FT3 (0.62 M3) - WITHOUT STONE. THENOMINAL STORAGE VOLUME OF THE LENGTH ADJUSTMENT AMOUNT PER RUN SHALLBE 3.445 FT3 (0.32 M3) - WITHOUT STONE.11.THE NOMINAL STORAGE VOLUME OF THE HVLV® FC-24 FEED CONNECTOR SHALL BE0.913 FT3 / FT (0.085 M3 / M) - WITHOUT STONE.12.THE RECHARGER® 180HD CHAMBER SHALL HAVE SEVENTY-EIGHT DISCHARGE HOLESBORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERALCONVEYANCE OF WATER.13.THE RECHARGER® 180HD CHAMBER SHALL HAVE 14 CORRUGATIONS.14.THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN INTEGRAL PART OFTHE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITHTHIS UNIT.15.THE RECHARGER® 180RHD STAND ALONE/STARTER UNIT MUST BE FORMED AS AWHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NOSEPARATE END PLATES OR SEPARATE END WALLS.16.THE RECHARGER® 180EHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVINGONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL AND HAVINGNO SEPARATE END PLATES OR END WALLS.17.THE HVLV® FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVINGTWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE ENDWALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE RECHARGER® 180HD ANDACT AS CROSS FEED CONNECTIONS.18.CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEENTHE RIBS.19.THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THECENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT ORCLEAN-OUT.20.THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANYCORRUGATION ON THE LARGE RIB END.21.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY.22.MAXIMUM ALLOWABLE COVER OVER THE TOP OF THE CHAMBER SHALL BE 12.0' (3.66 M).23.THE CHAMBER SHALL BE DESIGNED AND MANUFACTURED TO MEET THE MATERIAL ANDSTRUCTURAL REQUIREMENTS OF IAPMO PS 63-2019, INCLUDING RESISTANCE TOAASHTO H-10 HIGHWAY LIVE LOADS, WHEN INSTALLED IN ACCORDANCE WITH CULTEC'SINSTALLATION INSTRUCTIONS.24.THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLEDACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.CULTEC NO. 410™ NON-WOVEN GEOTEXTILECULTEC NO.121-:29(1*(27(;7,/(0$<%(86(':,7+&8/7(&&217$&725$1'5(&+$5*(5STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTS SOIL INTRUSION INTO THE STONE.GEOTEXTILE PARAMETERS1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR1-800-428-5832)2.THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.3.THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M).4.THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PER ASTM D4632 TESTINGMETHOD.5.THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTM D4632 TESTING METHOD.6.THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PER ASTM D3786 TESTINGMETHOD.7.THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PER ASTM D4833 TESTINGMETHOD.8.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PER ASTM D6241 TESTINGMETHOD.9.THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PER ASTM D4533 TESTINGMETHOD.10.THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTM D4751 TESTING METHOD.11.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491 TESTING METHOD.12.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF (5500 L/MIN/SM) PER ASTMD4491 TESTING METHOD.13.THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PER ASTM D4355 TESTINGMETHOD.CULTEC RECHARGER 180HD HEAVY DUTY END DETAIL INFORMATIONMODEL 180 IHD INTERMEDIATEUNITS ARE USED AS MIDDLESECTIONS TO EXTEND THELENGTH OF A LINE.MODEL 180 EHD END UNITSARE USED TO END THE LENGTHOF A LINE.MODEL 180 SHD STARTER UNITS ARE USEDTO BEGIN A LINE.MODEL 180 RHD STARTERUNITS ARE USED AS SINGLESTAND ALONE SECTIONS.MODEL EHDMODEL SHDMODEL IHDMODEL RHDSMALL RIBEND DETAILLARGE RIBEND DETAILCULTEC RECHARGER 180HD HEAVY DUTY THREE VIEW88.0"76.0" INSTALLED36.0"20.5"7.0"24.0"CULTEC RECHARGER 180HD CHAMBER STORAGE = 3.445 FT3 / FT (0.32 M3 / M)INSTALLED LENGTH ADJUSTMENT = 1.0' [306 mm]ALL RECHARGER 180HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPEFORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER.38.0"38.0"6" DIA.INSPECTION PORTSMALL RIBLARGE RIBSIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD(ACCOMMODATE CULTEC HVLV FC-24 FEED CONNECTOROR 12 INCH [300 mm] PIPE)36.0"28.0"MODEL 180RHD STAND ALONEMODEL 180SHD STARTERLARGE RIBSMALL RIBLARGE RIBSMALL RIBMODEL 180IHD INTERMEDIATEMODEL 180EHD ENDLARGE RIBSMALL RIBLARGE RIBSMALL RIBCULTEC RECHARGER 180HD HEAVY DUTY CROSS SECTION27.0" MIN.51.0" MIN.CENTER TO CENTER36.0"8.0" MIN. FORFLEXIBLE PAVEMENT8.0" MIN. FOR RIGID PAVEMENT9.0" MIN.20.5"6.0" MIN.12' MAX.COVER DEPTH10.0" MIN. FOR UNPAVED(REDUCE TO 6.0" FORNON-TRAFFIC APPLICATION)THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THEREQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAVE BEEN MET1-2 INCH WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSCULTEC RECHARGER 180HDIN SEPARATOR ROW CONFIGURATION(IF APPLICABLE)FINISHED GRADEMIN. 95% COMPACTED FILLCULTEC HVLV FC-24 FEED CONNECTORWHERE SPECIFIEDCULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUNDSTONE. TOP AND SIDES MANDATORY, BOTTOM PERENGINEER'S DESIGN PREFERENCE.CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACEDBENEATH INTERNAL MANIFOLD FEATURE AND BENEATHALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUNDSTONE. TOP AND SIDES MANDATORY, BOTTOM PERENGINEER'S DESIGN PREFERENCECULTEC SEPARATOR ROW - CULTEC INSPECTION PORT DETAIL (IF APPLICABLE)24.0" MINSUMPINLET STRUCTURECULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUNDSTONE. TOP AND SIDES MANDATORY, BOTTOM PERENGINEER'S DESIGN PREFERENCE.CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUNDSTONE. TOP AND SIDES MANDATORY, BOTTOM PERENGINEER'S DESIGN PREFERENCE1-2 INCH WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSTYPICAL CULTEC SEPARATOR ROW TO BE COVEREDWITH CULTEC NO. 410 NON-WOVEN GEOTEXTILETHE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIREDBEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET1 LAYER OF CULTEC NO. 4800 WOVEN GEOTEXTILETO BE PLACED BENEATH ENTIRE SEPARATOR ROWTRAFFIC RATEDCULTEC INSPECTION PORT(SEE DETAIL )MIN. 95% COMPACTED FILLOR GRANULAR SUB-BASE180HD8.0PAVEMENTOR FINISHED GRADEINLET/OUTLET PIPE PER ENGINEER DESIGN.PIPE TO BE INSERTED 12.0" MIN. INTO CHAMBERMAXIMUM PIPE SIZE:21" HDPE21" PVC6.0" MIN.24.0" MIN.15.0"PAVEMENT OR FINISHED GRADEFIELD PLACED CLASS "C" CONCRETECOLLAR (OPTION 1) 1.50" BELOW PAVEMENT6" SDR-35 BELL ENDCUT FOR 6" OF INSERTED PIPE12" X 6" CULTEC INLINE DRAIN / CLEAN-OUTBASIN w/ GASKETED SDR-35 CONNECTIONAASHTO HS-25 RATED CAST IRONFRAME AND SOLID COVERFIELD PLACED CLASS "C" CONCRETE COLLAR(OPTION 2) FLUSH WITH PAVEMENTPAVEMENT OR FINISHED GRADEMIN. 95% COMPACTEDGRANULAR FILL8.0" MIN.6.25" HOLE TO BE CUT w/ HOLE SAWCENTERED ON CORRUGATION CREST6" PVC SCREW IN CAP6" SDR-35 RISER (LENGTH VARIES) CULTEC INSPECTION PORT - ZOOM DETAILCULTEC RECHARGER 180HD HEAVY DUTY PLAN VIEW10.0' MIN.CULTEC NO. 4800 WOVEN GEOTEXTILEPLACED BENEATH INLET PIPES7.5' MIN.CULTEC NO. 4800 WOVEN GEOTEXTILEPLACED BENEATH FEED CONNECTORSMINIMUM 95% COMPACTED FILLPAVEMENT OR FINISHED GRADEPAVEMENT SUB-BASE (WHEN APPLICABLE)6.0 INCH MIN. DEPTH OF1-2 INCH WASHED CRUSHEDSTONE BENEATH CHAMBERS12.0 INCH MIN. WIDTH OF 1-2 INCH WASHEDCRUSHED STONE BORDER SURROUNDINGALL CHAMBERSCULTEC RECHARGER 180HDHEAVY-DUTY CHAMBER6.0 INCH MIN. DEPTH OF1-2 INCH WASHED CRUSHEDSTONE ABOVE CHAMBERSCULTEC NO. 410 NON-WOVEN GEOTEXTILEAROUND STONE. TOP AND SIDES MANDATORY,BOTTOM PER ENGINEER'S DESIGN PREFERENCECULTEC HVLV FC-24 FEED CONNECTORWHERE SPECIFIEDPIPE PER ENGINEER DESIGN.PIPE TO BE INSERTED 12.0 INCHES MIN. INTO CHAMBER.MAXIMUM PIPE SIZE:15.0" HDPE15.0" PVCPROJECT NO: DESIGNED BY: SCALE: DATE: CHECKED BY: SHEET NO: THIS DRAWING WAS PREPARED TO SUPPORT THE DESIGN ENGINEER FOR THE PROPOSED SYSTEM. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM'S DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE THAT THE CULTEC PRODUCTS ARE DESIGNED IN ACCORDANCE WITH CULTEC'S MINIMUM REQUIREMENTS. CULTEC INC. DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. www.cultec.com tech@cultec.comCULTEC TM CULTEC, Inc. P.O. Box 280 878 Federal Road Brookfield, CT 06804 PH: (203) 775-4416 PH: (800) 4-CULTEC FX: (203) 775-1462 Subsurface Stormwater Management Systems 1.02 CULTEC STORMWATER CHAMBER############ ################ ########## 902HD DETAIL SHEET ########## ### N.T.S. ######## ### 9 OF #C250180HD SPECS & DETAILSC180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTERED PROFESSIONALENGI N EER REGURK.NHT IEK 39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023. CULTEC RECHARGER 902HD HEAVY DUTY THREE VIEW78.0"48.0"78.0"51.0"44.0" INSTALLED LENGTH51.0"SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD(ACCOMMODATES CULTEC HVLV FC-48 FEED CONNECTOROR STORM PIPE)MAXIMUM PIPE SIZE:10" HDPE12" PVC6" DIA. INSPECTION PORT TRIMLOCATIONCULTEC RECHARGER 902HD CHAMBERSTORAGE = 17.31 CF/FTINSTALLED LENGTH ADJUSTMENT = 0.58'CULTEC RECHARGER 902HD HEAVY DUTY TYPICAL INTERLOCKHIDDEN ENDHIDDEN ENDEND OF RUNBEGINNING OF RUNMODEL 902HDMODEL 902HDMODEL 902HD END CAP MODEL 902HD END CAP CULTEC HVLV FC-48FEED CONNECTORTRIM CUT-OUT TO UTILIZEINTERNAL MANIFOLD FEATUREMODEL 902HDMODEL 902HDCULTEC HVLV FC-48FEED CONNECTOR THREE VIEW12.0"49.0"16.0"CULTEC HVLV FC-48GENERAL NOTESCULTEC HVLV FC-48 FEED CONNECTOR PRODUCT SPECIFICATIONSGENERALCULTEC HVLV FC-48 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FORCULTEC RECHARGER MODEL 902HD STORMWATER CHAMBERS.FEED CONNECTOR PARAMETERS1.THE FEED CONNECTOR SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT.(203-775-4416 OR 1-800-428-5832)2.THE FEED CONNECTOR SHALL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULARWEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE).3.THE FEED CONNECTOR SHALL BE ARCHED IN SHAPE.4.THE FEED CONNECTOR SHALL BE OPEN-BOTTOMED.5.THE NOMINAL DIMENSIONS OF THE CULTEC HVLV FC-48 FEED CONNECTOR SHALL BE 12INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 49 INCHES (1245 mm) LONG.6.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-48 FEED CONNECTOR SHALL BE 0.913 FT³ /FT (0.085 m³ / m) - WITHOUT STONE.7.THE HVLV FC-48 FEED CONNECTOR SHALL HAVE 4 CORRUGATIONS.8.THE HVLV FC-48 FEED CONNECTOR MUST BE FORMED AS A WHOLE UNIT HAVING TWO OPENEND WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNITSHALL FIT INTO THE SIDE PORTALS OF THE CULTEC RECHARGER STORMWATER CHAMBERAND ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL MANIFOLD.9.THE FEED CONNECTOR SHALL BE DESIGNED TO WITHSTAND AASHTO HS-25 DEFINED LOADSWHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.10. THE FEED CONNECTOR SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY.CULTEC NO. 4800™ WOVEN GEOTEXTILECULTEC NO. 4800 WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENTSCOURING CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEEDCONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE. IT MAY ALSO BE USED AS ACOMPONENT OF THE CULTEC SEPARATOR ROW TO ACT AS A BARRIER TO PREVENTSOIL/CONTAMINANT INTRUSION INTO THE STONE WHILE ALLOWING FOR MAINTENANCE.GEOTEXTILE PARAMETERS1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT.(203-775-4416 OR 1-800-428-5832)2.THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.3.THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 550 X 550 LBS (2,448 X2,448 N) PER ASTM D4632 TESTING METHOD.4.THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 20 X 20%PER ASTM D4632 TESTING METHOD.5.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 5,070 X5,070 LBS/FT (74 X 74 KN/M) PER ASTM D4595 TESTING METHOD.6.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 2% STRAINOF 960 X 1,096 LBS/FT(14 X 16 KN/M) PER ASTM D4595 TESTING METHOD.7.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 5% STRAINOF 2,740 X 2, 740 LBS/FT (40 X 40 KN/M) PER ASTM D4595 TESTING METHOD.8.THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 10%STRAIN OF 4,800 X 4,800 LBS/FT (70 X 70 KN/M) PER ASTM D4595 TESTINGMETHOD.9.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,700 LBS (7,560N) PER ASTM D6241 TESTING METHOD.10.THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 180 X 180 LBS(801 X 801 N) PER ASTM D4533 TESTING METHOD.11.THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE(0.425 MM) PER ASTM D4751 TESTING METHOD.12.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15 SEC-1 PER ASTMD4491 TESTING METHOD.13.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5 GPM/FT2 (470LPM/M2) PER ASTM D4491 TESTING METHOD.14.THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 80% @ 500 HRS. PER ASTMD4355 TESTING METHOD.CULTEC NO. 410™ NON-WOVEN GEOTEXTILECULTEC NO.121-:29(1*(27(;7,/(0$<%(86(':,7+&8/7(&&217$&725$1'5(&+$5*(567250:$7(5,167$//$7,21672 PROVIDE A BARRIER THATPREVENTS SOIL INTRUSION INTO THE STONE.GEOTEXTILE PARAMETERS1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT.(203-775-4416 OR 1-800-428-5832)2.THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.3.THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M).4.THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PERASTM D4632 TESTING METHOD.5.THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTMD4632 TESTING METHOD.6.THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PERASTM D3786 TESTING METHOD.7.THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PERASTM D4833 TESTING METHOD.8.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PERASTM D6241 TESTING METHOD.9.THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PERASTM D4533 TESTING METHOD.10.THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTMD4751 TESTING METHOD.11.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491TESTING METHOD.12.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF(5500 L/MIN/SM) PER ASTM D4491 TESTING METHOD.13.THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PERASTM D4355 TESTING METHOD.CULTEC RECHARGER® 902HD SPECIFICATIONSGENERALCULTEC RECHARGER 902HD CHAMBERS ARE DESIGNED FOR UNDERGROUNDSTORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION,RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATERRUNOFF.CHAMBER PARAMETERS1.THE CHAMBERS SHALL BE MANUFACTURED IN THE U.S.A. OR CANADA BY CULTEC,INC. OF BROOKFIELD, CT (CULTEC.COM, 203-775-4416).2.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTMF2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTICCORRUGATED WALL STORMWATER COLLECTION CHAMBERS". THE LOADCONFIGURATION SHALL INCLUDE:A.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVERB.MAXIMUM PERMANENT (50-YEAR) COVER LOADC.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD3.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARDSPECIFICATION FOR CELLULAR POLYPROPYLENE (PP) CORRUGATED WALLSTORMWATER COLLECTION CHAMBERS".4.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADSAND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGNSPECIFICATIONS SECTION 12.12, WHEN INSTALLED ACCORDING TO CULTEC'SRECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THECHAMBERS SHALL INCLUDE THE FOLLOWING:A.THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F3430B.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75C.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.955.THE CHAMBER SHALL BE STRUCTURAL FOAM INJECTION MOLDED OF BLUE VIRGINHIGH MOLECULAR WEIGHT IMPACT-MODIFIED POLYPROPYLENE.6.THE CHAMBER SHALL BE ARCHED IN SHAPE.7.THE CHAMBER SHALL BE OPEN-BOTTOMED.8.THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIBMETHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS,HAVING NO SEPARATE COUPLINGS.9.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER902HD SHALLBE 48 INCHES (1219 MM) TALL, 78 INCHES (1981 MM) WIDE AND 4.25 FEET (1.30M) LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER 902HD SHALL BE 3.67FEET (1.12 M).10.MULTIPLE CHAMBERS MAY BE CONNECTED TO FORM DIFFERENT LENGTH ROWS.EACH ROW SHALL BEGIN AND END WITH A SEPARATELY FORMED CULTECRECHARGER 902HD END CAP. MAXIMUM INLET OPENING ON THE END CAP IS 30INCHES (750 MM) HDPE OR 36 INCHES (900 MM) PVC.11.THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC+9/9)&)(('&211(&725672&5($7($1,17(51$/0$1,)2/'0$;,080ALLOWABLE PIPE SIZE IN THE SIDE PORTAL IS 10 INCHES (250 MM) HDPE AND 12INCHES (300 MM) PVC.12.7+(120,1$/&+$0%(5',0(16,2162)7+(&8/7(&+9/9)&)(('CONNECTOR SHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND49 INCHES (1245 MM) LONG.13.THE NOMINAL STORAGE VOLUME OF THE RECHARGER 902HD CHAMBER SHALL BE17.31 FT3 / FT (1.61 M3 / M) - WITHOUT STONE. THE NOMINAL STORAGE VOLUMEOF A JOINED RECHARGER 902HD SHALL BE 63.47 FT3 / UNIT (1.80 M3 / UNIT) -WITHOUT STONE.14.7+(120,1$/6725$*(92/80(2)7+(+9/9)&)(('&211(&7256+$//BE 0.913 FT3 / FT (0.085 M3 / M) - WITHOUT STONE.15.THE RECHARGER 902HD CHAMBER SHALL HAVE 5 CORRUGATIONS.16.THE CHAMBER SHALL BE CAPABLE OF ACCEPTING A 6 INCH (150 MM) INSPECTIONPORT OPENING AT THE TOP CENTER OF EACH CHAMBER, CENTERED ON THECORRUGATION CREST.17.THE CHAMBER SHALL BE MANUFACTURED IN A FACILITY EMPLOYING CULTEC'SQUALITY CONTROL AND ASSURANCE PROCEDURES.18.MAXIMUM ALLOWABLE COVER OVER THE TOP OF THE CHAMBER SHALL BE 8.3FEET (2.53 M).END CAP PARAMETERS1.THE CULTEC RECHARGER 902HD END CAP (REFERRED TO AS 'END CAP') SHALLBE MANUFACTURED IN THE U.S.A. BY CULTEC, INC. OF BROOKFIELD, CT(CULTEC.COM, 203-775-4416).2.THE END CAP SHALL BE TWIN-SHEET THERMOFORMED OF VIRGIN HIGHMOLECULAR WEIGHT POLYETHYLENE.3.THE END CAP SHALL BE JOINED AT THE BEGINNING AND END OF EACH ROW OFCHAMBERS USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONSMUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATECOUPLINGS.4.THE NOMINAL DIMENSIONS OF THE END CAP SHALL BE 48.5 INCHES (1231 MM)TALL, 78 INCHES (1982 MM) WIDE AND 9.7 INCHES (246 MM) LONG. WHEN JOINEDWITH A RECHARGER 902HD CHAMBER, THE INSTALLED LENGTH OF THE END CAPSHALL BE 6.2 INCHES (157 MM).5.THE NOMINAL STORAGE VOLUME OF THE END CAP SHALL BE 5.34 FT3 / FT (0.50 M3/ M) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF AN INTERLOCKEDEND CAP SHALL BE 2.76 FT3 / UNIT (0.08 M3 / UNIT) - WITHOUT STONE.6.MAXIMUM INLET OPENING ON THE END CAP IS 30 INCHES (750 MM) HDPE OR 36INCHES (900 MM) PVC.7.THE END CAP SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS ASDEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12.CULTEC RECHARGER 902HDHEAVY DUTY END CAP THREE VIEW78.0"48.5"9.7"6.2" INSTALLEDCULTEC RECHARGER 902HD END CAPSTORAGE = 5.34 CF/FTINSTALLED LENGTH ADJUSTMENT = 0.29'*THE TYPICAL INVERT TABLE ABOVE IS BASED ON THE INSIDE DIAMETER OF STANDARD CORRUGATED PLASTIC PIPE. THEHEAVY DUTY END CAP HAS PRE-MARKED TRIM LINES FOR PIPE DIAMETERS 12" (300mm), 15" (375mm), 18" (450mm) AND 24"(600mm). PIPES OF ANY SIZE AND MATERIAL UP TO 24" MAY BE PLACED AT CUSTOM LOCATIONS AND CUSTOM INVERTS. THECROWN OF THE PIPE MUST REMAIN A MINIMUM OF 4" (100mm) FROM THE EDGE OF THE HEAVY DUTY END CAP.BAPIPEAB6" [150 mm]N/AN/A8" [200 mm]N/AN/A10" [250 mm]N/AN/A12" [300 mm]29.50" [749 mm]2.25" [57 mm]15" [375 mm]26.50" [673 mm]2.25" [57 mm]18" [450 mm]23.50" [597 mm]2.50" [64 mm]24" [600 mm]16.50" [420 mm]3.00" [76 mm]CULTEC RECHARGER 902HD TYPICAL PIPE INVERTSNOTES:1.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATERCOLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE:1.a.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER1.b.MAXIMUM PERMANENT (50-YEAR) COVER LOAD1.c.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD2.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"3.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLEDACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THE CHAMBERS SHALL INCLUDE THE FOLLOWING:3.a.THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F34303.b.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.753.c.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95CULTEC RECHARGER 902HD HEAVY DUTY CROSS SECTION8.3' MAX.COVER DEPTH18.0" MIN. FOR UNPAVED(REDUCE TO 12.0" FORNON-TRAFFIC APPLICATION12.0" MIN. FOR FLEXIBLE PAVEMENT12.0" MIN. FOR RIGID PAVEMENT12.0" MIN.48.0"12.0" MIN.CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACEDBENEATH INTERNAL MANIFOLD FEATURE AND BENEATHALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUNDSTONE. TOP AND SIDES MANDATORY, BOTTOM PERENGINEER'S DESIGN PREFERENCE.MIN. 95% COMPACTED FILLFINISHED GRADE1-2 INCH WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSCULTEC RECHARGER 902HDIN SEPARATOR ROW CONFIGURATION(IF APPLICABLE)12.0" MIN.87.0" MIN.CENTER TO CENTER78.0"THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THEREQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAVE BEEN METCULTEC HVLV FC-48 FEED CONNECTORWHERE SPECIFIEDNOTES:1.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTICCORRUGATED WALL STORMWATER COLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE:1.a.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER1.b.MAXIMUM PERMANENT (50-YEAR) COVER LOAD1.c.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD2.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE (PP) CORRUGATED WALLSTORMWATER COLLECTION CHAMBERS"3.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGNSPECIFICATIONS SECTION 12.12, WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THECHAMBERS SHALL INCLUDE THE FOLLOWING:3.a.THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F34303.b.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.753.c.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95CULTEC SEPARATOR ROW - CULTEC INSPECTION PORT DETAIL (IF APPLICABLE)INLET STRUCTURE24.0" MINSUMPINLET/OUTLET PIPE PER ENGINEER DESIGN.PIPE TO BE INSERTED 12.0" MIN. INTO CHAMBERMAXIMUM PIPE SIZE:30" HDPE36" PVC902HD9.0TRAFFIC RATEDCULTEC INSPECTION PORT(SEE DETAIL )MIN. 95% COMPACTED FILLOR GRANULAR SUB-BASEPAVEMENTOR FINISHED GRADETYPICAL CULTEC SEPARATOR ROW TO BE COVEREDWITH CULTEC NO. 410 NON-WOVEN GEOTEXTILECULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUNDSTONE. TOP MANDATORYTHE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIREDBEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET1 LAYER OF CULTEC NO. 4800 WOVEN GEOTEXTILETO BE PLACED BENEATH ENTIRE SEPARATOR ROWCULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUNDSTONE. TOP AND SIDES MANDATORY, BOTTOM PERENGINEER'S DESIGN PREFERENCE.6.0" MIN.24.0" MIN.15.0"PAVEMENT OR FINISHED GRADEFIELD PLACED CLASS "C" CONCRETECOLLAR (OPTION 1) 1.50" BELOW PAVEMENT6" SDR-35 BELL ENDCUT FOR 6" OF INSERTED PIPE6" SDR-35 RISER (LENGTH VARIES)w/ 34" HOLES WITHIN EMBEDMENT STONE LAYER12" X 6" CULTEC INLINE DRAIN / CLEAN-OUTBASIN w/ GASKETED SDR-35 CONNECTION6" PERFORATED PVC SCREW IN CAPW/ 34" HOLESAASHTO HS-25 RATED CAST IRONFRAME AND SOLID COVERFIELD PLACED CLASS "C" CONCRETE COLLAR(OPTION 2) FLUSH WITH PAVEMENTPAVEMENT OR FINISHED GRADEMIN. 95% COMPACTEDGRANULAR FILL8.0" MIN.6.25" HOLE TO BE CUT w/ HOLE SAWCENTERED ON CORRUGATION CREST CULTEC INSPECTION PORT - ZOOM DETAILPIPE PER ENGINEER DESIGN.PIPE TO BE INSERTED 12.0 INCHES MIN. INTO CHAMBER.MAXIMUM PIPE SIZE:30" HDPE36" PVCPAVEMENT OR FINISHED GRADEPAVEMENT SUB-BASE (WHEN APPLICABLE)CULTEC RECHARGER 902HDHEAVY-DUTY CHAMBERCULTEC HVLV FC-48 FEED CONNECTORWHERE SPECIFIED9.0 INCH MIN. DEPTH OF1-2 INCH WASHED CRUSHEDSTONE BENEATH CHAMBERS12.0 INCH MIN. WIDTH OF 1-2 INCH WASHEDCRUSHED STONE BORDER SURROUNDINGALL CHAMBERSMINIMUM 95% COMPACTED FILL12.0 INCH MIN. DEPTH OF1-2 INCH WASHED CRUSHEDSTONE ABOVE CHAMBERSCULTEC NO. 410 NON-WOVEN GEOTEXTILEAROUND STONE. TOP AND SIDES MANDATORY,BOTTOM PER ENGINEER'S DESIGN PREFERENCECULTEC RECHARGER 902HD HEAVY DUTY PLAN VIEW12.0' MIN.CULTEC NO. 4800 WOVEN GEOTEXTILEPLACED BENEATH INLET PIPES7.5' MIN.CULTEC NO. 4800 WOVEN GEOTEXTILEPLACED BENEATH FEED CONNECTORSPROJECT NO: DESIGNED BY: SCALE: DATE: CHECKED BY: SHEET NO: THIS DRAWING WAS PREPARED TO SUPPORT THE DESIGN ENGINEER FOR THE PROPOSED SYSTEM. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM'S DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. IT IS THE DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE THAT THE CULTEC PRODUCTS ARE DESIGNED IN ACCORDANCE WITH CULTEC'S MINIMUM REQUIREMENTS. CULTEC INC. DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. www.cultec.com tech@cultec.comCULTEC TM CULTEC, Inc. P.O. Box 280 878 Federal Road Brookfield, CT 06804 PH: (203) 775-4416 PH: (800) 4-CULTEC FX: (203) 775-1462 Subsurface Stormwater Management Systems 1.02 CULTEC STORMWATER CHAMBER############ ################ ########## 180HD DETAIL SHEET ########## ### N.T.S. ######## ### 8 OF #C251C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTERED PROFESSIONALENGI N EER REGURK.NHT IEK902HD SPECS AND DETAILS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023. ABCEDE.2E.3F1110988.2765.554321FEDCBA11.423455.56788.29101124.0'116TH AVE SE 8'9'5'6' 9.0' (TYP)6.0'9'5'24.0'10C31012.5'33.0'20.0'15.0'9.0'(TYP)9.0'(TYP)PROPOSED LOTLINE PER SHORTPLAN PROCESS9.0'(TYP)9.0'(TYP)9.0'(TYP)9.0'(TYP)8.5' (TYP) 8.5' (TYP)R6.5'R22.3'R53.4'R3'R25'R6.5'R2.5'R2'R6.5'R23'R4.5'R6.5'R5.5'R5.5'R3.5'R4.5'R4.5'R6.5'6.5'9'2'6'24'24'6'3C310JJ20'16'16'5C3116'6'9C3105.5'2C31110C3105C3105C3102C3114C3118C3101CONCRETE SIDEWALKSEE DETAILEXISTING CASCADEELEMENTARY SCHOOLPROPOSED TREES(TYP-SEELANDSCAPE PLANS)FAMILY FIRSTCOMMUNITY CENTERENTRANCEFAMILY FIRST COMMUNITYCENTER EXITASPHALT PAVINGSEE DETAILCONCRETE SIDEWALKSEE DETAILASPHALT PAVINGSEE DETAILASPHALTOVERLAY12" STEP IN SLAB8" STEP IN SLABBUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.FLUSH CONC CURBSEE DETAILNEW CROSSWALKSTRIPINGCONC VERTICALCURB (TYP)SEE DETAILCONC VERTICALCURB (TYP)SEE DETAILLANDSCAPING (TYP)SEE LANDSCAPE PLANSBUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.FLUSHCURBNEW PARKING LOTSTRIPING PER PROJECTSPECIFICATIONSHANDRAILS ANDCHEEK WALLS PERLANDSCAPE PLANSPERPENDICULAR CURB RAMPPER WSDOT STANDARD PLANF-40.15-03PERPENDICULARCURB RAMP PERWSDOT STANDARDPLAN F-40.15-03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16.03CURB TAPERROLLED CONC CURBSEE DETAILBOLLARD PERLANDSCAPE PLANSSTAIRS, SEE GRADINGPLANSSTAIRS, SEE GRADINGPLANSTRASH ENCLOSUREELECTRICAL VEHICLECHARGING STATIONSSHOWN FORREFERENCE ONLYELECTRICAL VEHICLECHARGING STATIONSSHOWN FORREFERENCE ONLYDETECTABLE WARNINGSURFACE (TYP)SEE DETAILENERGY DISSIPATORSEE DETAILHEAVY CONCPAVING (TYP)CHANNELIZATIONMARKERS (TYP)SEE DETAILSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSROW DEDICATION FOR FUTUREFRONTAGE IMPROVEMENTS BYCITY OF RENTONCURB TAPERABCDRELOCATE EX SPEED CAMERA ANDRECONNECT EXISTING CONDUITSFINAL LOCATION TO BE COORDINATEDWITH AND APPROVED BY ATSSEE DETAILRELOCATE EX "SCHOOL X-ING"SIGN AND RECONNECTEXISTING CONDUITSFINAL LOCATION TO BECOORDINATED WITH ANDAPPROVED BY ATSSEE DETAILWHEEL STOPSEE DETAILPAVEMENT PER CORSTANDARD 110.1SEE DETAILCURB REPLACEMENT PERCOR STANDARD DETAILSTA 10+13.86 (16.4' RT)SEE DETAIL3C3111C311SLOTTED VERTICAL CURBSEE DETAIL7C310WEIR WALLSEE LANDSCAPE PLANSCONCRETE CURB ANDGUTTERSEE DETAIL1C311CONCRETE CURB ANDGUTTERSEE DETAIL1C311CONCRETE CURB AND GUTTERSEE DETAIL1C31116.1'R3.5'R3.5'R3'R3'BOLLARDS PERL'SCAPE PLANS10+00 11+00 12+00 13+0010+50 11+50 12+50 13+50 SEENOTE 1SEE NOTE 2THERMOPLASTICCROSSWALK PERCOR STD PLAN 127BUILDING GRID WORK POINTINTERSECTION GRID LINE 2AND GRID LINE EN: 169927.30E: 1306019.85BUILDING GRID WORK POINTINTERSECTION GRID LINE 11AND GRID LINE AN: 170017.41E: 1306245.03HEAVY CONCRETEPAVING (TYP)OUTFALL PROTECTIONSEE DETAIL6C310SAWCUT SIDEWALKSTA 10+07.50 (23.1' RT)MATCH EXISTING CURBSTA 10+46.71 (17.8' RT)MATCH EX CURBSTA 10+98.96 (17.0' RT)SAWCUT AND MATCH EX SIDEWALKSTA 10+98.85 (28.9' RT)SAWCUT AND MATCHEXISTING SIDEWALKSTA 11+88.10 (27.0' RT)MATCH EXISTING CURBSTA 12+80.92 (16.9' RT)SAWCUT AND MATCHEXISTING SIDEWALKSTA 12+79.03 (26.5' RT)LIGHT POLE PERELECTRICAL PLANS(TYP)6C3118C311RELOCATE EX FLASHING BEACONAND TRAFFIC LOOPS FINALLOCATION TO BE COORDINATEDWITH AND APPROVED BY ATSSEE DETAILS8C3114C312N: 169819.42E: 1305809.93FFCC NORTH DRIVE WAY CENTER LINESTA 12+20.58 (46.9' RT)N: 170039.89E: 1305816.79CASCADE ES DRIVEWAY CENTER LINESTA 12+47.49 (45.7' RT)N: 170066.79E: 1305817.63FFCC SOUTH DRIVE WAY CENTER LINESTA 10+73.30 (47.7' RT)N: 169892.18E: 1305812.20SPECIALTY PAVERSPER L'SCAPE PLANSSTOP BAR32BLACKOUTSTRIPINGSTOP BAR2144R6.5'3C310ROLLED CONC CURBSEE DETAIL17C310SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16.03SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16.03SIDEWALK PER COR STANDARD PLAN102 SEE DETAIL3C312SIDEWALK PER COR STANDARDPLAN 102 SEE DETAIL3C312SIDEWALK PER CORSTANDARD PLAN 102SEE DETAIL3C312SIDEWALK PER CORSTANDARD PLAN 102SEE DETAIL3C3120102040SCALE 1"=20'LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editCONCRETE WALKCROSSWALK STRIPINGADA PARKING STALLASPHALT PAVEMENTVERTICAL CURBSLOTTED VERTICAL CURBASPHALT OVERLAYLIMITS OF CONSTRUCTION1C3107C31010C3105C310ROLLED CURB3C310CONCRETE PAVING12C3102C31110C310Key NotesRIGHT TURN ONLY1STOP SIGN2SERVICE ENTRANCE ONLY - DO NOT ENTER3EXTENTS OF FIRE LANE STRIPINGADA SIGNAGE SEE DETAIL 414C310SIGN POST SEE DETAIL6C31117+00 18+00 18+3017+50 STA 17+54.46 (21.4' RT)MATCH EX CURBMONUMENT TIE-IN LOCATIONSTA 18+26.96N: 170648.98E: 1305835.75STA 17+19.12 (21.7' RT)MATCH EX CURBSTA 17+69.63 (24.0' RT)SAWCUT AND MATCHEX SIDEWALKSEE SHEET C220SITE SECTIONSFOR RAMPGRADING DETAILSSINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03CONCRETE CURB AND GUTTERSEE DETAIL1C311EXISTINGCROSSWALKSTRIPING TOREMAINSEE SHEET C220SITE SECTIONSFOR RAMPGRADING DETAILSSINGLE DIRECTION ADA RAMP PERWSDOT STANDARD PLAN F-40.16.03STA 17+03.43 (24.0' RT)SAWCUT AND MATCHEX SIDEWALKSIDEWALKPER CORSTANDARDPLAN 102SEE DETAIL3C312SIDEWALKPER CORSTANDARDPLAN 102SEE DETAIL3C312C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STATE OF WASHINGTONREGISTERED PROFESSIONALENGI N EER REGURK.NHT IEK C300PAVING, CHANNELIZATION,HORIZONTAL CONTROLPLANCURB RETURN DATAABCDR-411019HORIZONTAL CONTROL FOR ADA RAMPSBCDRAMPSTATION & OFFSETADDCONSTRUCTION RECORD DRAWING 04/14/202339871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023. 1Asphalt Overlay Paving Section12ADA Parking Stall14ADA Sign15Concrete Paving Control Joint9Detectable Warning Surface10Unreinforced Concrete Slab-on-grade8Wheel Stop7Slotted Conc Vertical Curb w/ Curb Inlet5Asphalt Paving Section4Asphalt Thickened Edge3Rolled curb and transition6Gravel Outfall PadSUBGRADEFINISHED LANDSCAPING GRADEASPHALT THICKENED EDGEFINISHEDGRADE24" MIN2" MINASPHALT PAVEMENTSEE DETAIL5C310DETAIL ANOTE:PREMOLDED CONTINUOUSMASTIC JOINT STRIP ORJOINT MAY BE SAWCUT,SEE DETAIL A BELOWCONCRETE PAVINGSEE DETAILSAWCUT CONCRETE,USE BACKER ROD ANDFILL W/ SEALANT.1/4"BUTYL ORPOLYPROPYLENEROPE ORBACKER RODPROVIDE CONSTRUCTION ORCONTROL JOINTS IN SLABS ON GRADETO BREAK SLAB INTO RECTANGULARAREAS. AREAS TO BE APPROXIMATELYSQUARE AND HAVE NO ACUTEANGLES. JOINT LOCATIONS TO BEAPPROVED BY THE ARCHITECT.SEELANDSCAPE PLANS FOR STAMPPATTERN, COLOR AND FINISH.1/4D1/4"DEPTHHEAVY CONC PAVING: 5"CONC SIDEWALK: 4"BROOM FINISHEDCONCRETE SLABCRUSHED SURFACING BASE-COURSECOMPACT TO 95% MAX DENSITYSCARIFY AND RE-COMPACT TOP 12" OFEXISTING SOIL TO 95% MAX DENSITY(SOILS ENGINEER TO APPROVE EXSUB-GRADE PRIOR TO PLACEMENT OFCONC)NOTES:1.PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL4"DEPTHHEAVY CONC PAVING: 5"CONC SIDEWALK: 4"15C3106"24"12"6"FLOWLINE2"12"12"13" R12" R1/2" RNOTES:1.FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.2.THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS,INLETS, CURB RETURNS, OR A MAXIMUM SPACING OF 10 FEET.3.THRU JOINTS SHALL BE 1/2" WIDE PRE-MOLDED JOINT FILLER.4.ALL JOINTS SHALL BE CLEAN AND EDGED.5.STEEL FORMS ONLY MAY BE USED ON TANGENT SECTIONS, WOODFORMS MAY BE USED ON CURVED SECTIONS.6.FINISH SHALL BE LIGHT BROOM.PAVEMENTCONC TRAFFIC CURBSEE DETAIL2 4 "DRIVEWAY W IDTH 6"12"2C311EACH PARKING SPACE RESERVED FOR PERSONS WITHPHYSICAL DISABILITIES SHALL BE IDENTIFIED BY AREFLECTORIZED SIGN PERMANENTLY POSTEDIMMEDIATELY ADJACENT TO AND VISIBLE FROM EACHSTALL OR SPACE CONSISTING OF A PROFILE VIEW OF AWHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUEBACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN70 SQUARE INCHES IN AREA AND, WHEN IN THE PATHOF TRAVEL, SHALL BE 60" FROM THE FINISHED GRADEOF THE PARKING SPACE TO THE BOTTOM OF THE SIGN.AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN ACONSPICUOUS PLACE, AT EACH ENTRANCE TOOFF-STREET PARKING FACILITIES, OR IMMEDIATELYADJACENT TO AND VISIBLE FROM EACH STALL ORSPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHESBY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN1 INCH IN HEIGHT, WHICH CLEARLY ANDCONSPICUOUSLY STATES THE FOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATEDDISABLED PARKING SPACES NOT DISPLAYINGDISTINGUISHING PLACARDS OR LICENSE PLACESISSUED FOR PHYSICALLY DISABLED PERSONS MAY BETOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLESMAY BE RECLAIMED AT ____________ OR ____________OR BY TELEPHONING _____________."* STALL DIMENSIONS NOTE:COMPACT STALL - 8'-0" X 16'-0"MODIFIED STALL 8'-6" X 20'-0"STANDARD STALL - 9'-0" X 20'X0"INTERNATIONAL ACCESS SYMBOLPAINTED ON PAVING3'-0"3'-0"PAINTED BLUEBACKGROUNDPAINTED WHITELOGOVARIESPERPLANASPHALT PAVING FLUSHTO CONC SIDEWALKDISABLED ACCESSIBILITY SIGNAGE2' 0C1'1'DISABLED ACCESSIBILITY SIGNAGESEE DETAILPORT STYLE WHEEL STOPSEE DETAILINTERNATIONAL ACCESSSYMBOL PAINTED ON PAVINGADA STRIPINGSEE DETAIL14C3102' - 0"5' - 0" 2' - 0"GRADEMUST CONTAIN WORDING:"STATE DISABLED PARKINGPERMIT REQUIRED"METAL SIGN; BOLTTO PIPE COLUMNMUST CONFORM TOMUTCD STANDARD R7-87"10"7"6"3"2' - 10"11"3" WIDE PAINTSTRIPE TRAFFICLINE WHITENOTES:1.PROVIDE SYMBOL IN ALL HANDICAPPEDPARKING STALLS INDICATED ON SITEPLAN.2.PROVIDE SIGN AT ALL HANDICAPPEDPARKING STALL INDICATED ON SITE PLAN.3.SEE STANDARD DETAIL CK-R.43 FOR SIGNINSTALLATION.SECTION A-ACONCRETE WHEEL STOP W/ (1)NO 4 BAR (EACH END)APPLY EPOXY RESIN TOCONTACT SURFACESASPHALT PAVINGEMBED DOWEL6" MINAA 1'-0 " 4 "7"3"2'-0"6'-0"1'-0"1'-0"4"2"2"2"5"1"8C310NOTES:1.SEE DETAIL 14/C3.10 FOR GENERAL PAVING NOTES.FINISHED GRADESAWCUT, TACK AND MATCHEX ASPHALT FULL DEPTHSUBGRADE12"EXISTING SUB-GRADE COMPACTED TO95% MAX DENSITY PER ASTM D 1557 ORCOMPACTED STRUCTURAL FILL.6" CRUSHED SURFACE BASE COURSECOMPACT TO 95% MAX DENSITY2" DEPTH HMA PAVEMENTEX UNDISTURBED PAVEMENTSUB-BASE MUST BE COMPACTEDTO 95% MAX DENSITY PER ASTM D 1557EXISTING ASPHALTMAX.MIN.ABCD0.65"0.9"0.45"TRUNCATED DOME SPACING__AATRUNCATED DOME SECTION0.90"2.40"1.60"1.40"E0.2"0.2"TRUNCATED DOME DETAILSBAA B E CDNOTE: DETECTABLE WARNING COLOR AND TYPE PER PROJECT SPECIFICATIONS.13Taper Curb EndASPHALT PAVEMENTFINISH GRADEVERTICAL CONCRETECURB OREXTRUDED CURB2"10"6" 1'-4"1' TAPER20Not Used19Not Used18Not Used17Vertical and Flush Concrete Curb16ADA Striping36"18" ±24" ±CAST OF CUT SLOTS INTO CURBSLOPE FROM FACE OF CURBPAVEMENT BEYONDCONCRETE VERTICAL CURBSEE DETAIL6"2C31110C310MIRAFI - EROSION FABRICOR APPROVED SUBSTITUTEPAD IS 4' WIDE MINDISCHARGEPIPE (PER PLAN)PER PLAN1' MIN THICKNESS4" - 8" Ø AVGQUARRY SPALLSFINISHED GRADEEX ASPHALT PAVEMENT SUB-BASE.EX ASPHALT PAVING - DEPTH VARIES2" HMA OVERLAY THICKNESS MAY VARYSLIGHTLY TO PROVIDE POSITIVE DRAINAGE10'GRIND OVER 10'TRANSITION TO MATCH ALLADJACENT ELEVATIONS OFASPHALT/CONCRETEEX CURB12"ADA STALLWIDTH PER PLANSLENGTH PER PLAN2' OC1'1'16C3105-1/2"6"ASPHALTPAVEMENTSLOPEVARIESR=1"7-3/4"CAST-IN-PLACECONCRETE4" MIN COMPACTED CRUSHEDSURFACING TOP COURSE1'-4"NOTE:INSTALL JOINTS TO MATCHSIDEWALK SPACING OR AT 10' O.C.MAXIMUM PER DETAILFLUSH CURBSITUATIONR=1"COMPACTED STRUCTURAL FILLSUB-BASE (OR EXISTINGSUBGRADE) PERGEOTECHNICAL ENGINEER3"3"2-4# CONT.(BUS LOOPDRIVE ONLY)15C310C180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C310PAVING DETAILSR-411020CONSTRUCTION RECORD DRAWING 04/14/202339871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023. 5Energy Dissipator4Channelization Markers2Concrete Vertical Curb3Longitudinal Patch For Flexible Pavement1Curb and Gutter Replacement Detail6School Zone Crossing Sign8Flashing Beacon Type 1 SignalC180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTERED PROFESSIONALENGI N EER REGURK.NHT IEK C311CITY OF RENTONPAVING DETAILSCONSTRUCTION RECORD DRAWING 04/14/202339871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023. 8Not Used7Not Used6Not Used5Not Used4Transportation Notes3Cement Concrete Sidewalk2Not Used1Not UsedC180040-01KNKOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 PERMIT SET 03/29/2022JAS39871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEK C312CITY OF RENTONPAVING DETAILSCONSTRUCTION RECORD DRAWING 04/14/202339871STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER REGURK.NHT IEKTHESE RECORD DRAWINGSWERE PREPARED USINGSURVEYED INFORMATIONPROVIDED BY BENCHMARKSURVEYING, LLC IN MARCH 2023.