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Home My WebLink AboutCD-4110GENERAL INFORMATION AND DATA SHEETS COVER SHEET CODE SUMMARY ACCESSIBLITY STANDARDS GENERAL AND COMMON AREAS SURVEY TOPOGRAPHIC & BOUNDARY SURVEY TOPOGRAPHIC & BOUNDARY SURVEY TOPOGRAPHIC & BOUNDARY SURVEY CIVIL COVER SHEET DEMOLITION & TESC PLAN CITY OF RENTON DEMOLITION AND TESC DETAILS DEMOLITION & TESC DETAIL GRADING & DRAINAGE PLAN GRADING & DRAINAGE DETAILS GRADING & DRAINAGE DETAILS GRADING & DRAINAGE DETAILS CITY OF RENTON GRADING & DRAINAAGE DETAILS SITE SECTIONS RAMP GRADING DETAILS DRAINAGE PROFILES SC-310 STORMTECH CHAMBER PLAN MC-3500 STORMTECH CHAMBER PLAN PAVING, CHANNELIZATION, HORIZONTAL CONTROL PLAN PAVING DETAILS CITY OF RENTON PAVING DETAILS CITY OF RENTON PAVING DETAILS APPROVED SOOS CREEK WATER AND SEWER PLAN (FOR REF. ONLY) APPROVED SOOS CREEK WATER AND SEWER DETAILS (FOR REF. ONLY) LANDSCAPE SITE PLAN LANDSCAPE PLAN LANDSCAPE ROOF PLAN, SCHEDULE & DETAILS TREE RETENTION PLAN TREE RETENTION WORKSHEET & DETAILS IRRIGATION PLAN IRRIGATION LEGEND & DETAILS IRRIGATION ROOF PLAN & DETAILS RECORD PLANS OF EXISTING IRRIGATION SYSTEM (FOR REF. ONLY) LANDSCAPE DETAILS LANDSCAPE DETAILS ELECTRICAL ELECTRICAL SITE - UTILITY POWER & LIGHTING PLAN SITE LIGHTING - PHOTOMETRIC CALCULATIONS SITE LIGHTING - SPECIFICATIONS A001 A002 A003 SV 1 OF 3 SV 2 OF 3 SV 3 0F 3 COOO C100 C110 C111 C200 C210 C211 C212 C213 C220 C230 C240 C250 C251 C300 C310 C311 C312 C400 C410 L100 L200 L201 L202 L203 L300 L301 L302 L303 L400 L401 E050 E051 E052 1 OF 40 2 OF 40 3 OF 40 4 OF 40 5 OF 40 6 OF 40 7 OF 40 8 OF 40 9 OF 40 10 OF 40 11 OF 40 12 OF 40 13 OF 40 14 OF 40 15 OF 40 16 OF 40 17 OF 40 18 OF 40 19 OF 40 20 OF 40 21 OF 40 22 OF 40 23 OF 40 24 OF 40 25 OF 40 26 OF 40 27 OF 40 28 OF 40 29 OF 40 30 OF 40 31 OF 40 32 OF 40 33 OF 40 34 OF 40 35 OF 40 36 OF 40 37 OF 40 38 OF 40 39 OF 40 40 OF 40 4/24/2020 40 SURFACE WATER UTILITY jfarah 07/07/2020 REGIONAL FIRE AUTHORITY cthomas 07/08/2020 APPROVED APPROVED 07/08/2020 msippo DEVELOPMENT ENGINEERING DIVISION T-411001 4/24/202040DEVELOPMENT ENGINEERINGMSippo 07/08/2020 4/24/2020 40 DEVELOPMENT ENGINEERING MSippo 07/08/2020 116TH AVE S.E. 119TH AVE S.E.S.E. 163RD STCITY OF SEATTLE PIPELINE ROW30'ROW30'ROW30'ROW IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4110 FAMILY_FIRST_COMMUNITY_CENTERCIVIL_CONSTRUCTION_PERMITNW 1/4 OF NW 1/4 SEC 28, TWP. 23N., RGE 05E., W.M. 16022 116TH AVE SE, RENTON, WA 98058PARCEL NO. 2823059034FAMLY_FIRST_COMMUNITY_CENTER---- LUA:19-000212 C:19-006718FAMLY_FIRST_COMMUNITY_CENTERR-411004PR:18-000336 TRO-40-4110 N.T.S.CONTROL MAPLEGAL DESCRIPTIONBASIS OF BEARINGSREFERENCESSURVEYOR'S NOTESLEGENDVERTICAL DATUMVICINITY MAPN.T.S.SITESCHEDULE B ITEMSHORIZONTAL DATUMN15025ED W INJ.GREEPROFESIONALNDSUVEYO RSLA R STAT E OFWASHINGTONREGISTEREDJR.404DEVELOPMENT ENGINEERINGMSippo 07/08/2020 116TH AVE SE30'ROW 30'ROW IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4110 FAMILY_FIRST_COMMUNITY_CENTERCIVIL_CONSTRUCTION_PERMITNW 1/4 OF NW 1/4 SEC 28, TWP. 23N., RGE 05E., W.M. 16022 116TH AVE SE, RENTON, WA 98058PARCEL NO. 2823059034FAMLY_FIRST_COMMUNITY_CENTER---- LUA:19-000212 C:19-006718FAMLY_FIRST_COMMUNITY_CENTERR-411004PR:18-000336 TRO-40-4110 LEGENDN15025ED W INJ.GREEPROFESIONALNDSUVEYO RSLA R STAT E OFWASHINGTONREGISTEREDJR.405R-411005DEVELOPMENT ENGINEERINGMSippo 07/08/2020 116TH AVE SEIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4110 FAMILY_FIRST_COMMUNITY_CENTERCIVIL_CONSTRUCTION_PERMITNW 1/4 OF NW 1/4 SEC 28, TWP. 23N., RGE 05E., W.M. 16022 116TH AVE SE, RENTON, WA 98058PARCEL NO. 2823059034FAMLY_FIRST_COMMUNITY_CENTER---- LUA:19-000212 C:19-006718FAMLY_FIRST_COMMUNITY_CENTERR-411001PR:18-000336 TRO-40-4110 LEGEND1" = 20'TOPO2020ENTRANCEN15025ED W INJ.GREEPROFESIONALNDSUVEYO RSLA R STAT E OFWASHINGTONREGISTEREDJR.406R-411006DEVELOPMENT ENGINEERINGMSippo 07/08/2020 Construction 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 C-101.6.CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION.7.BACKFILL ROAD GRADE AND SURROUNDING AREAS.8.INSTALL ROADWAY 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.13.CITY ORDINANCE REQUIRES THAT ALL FIRE HYDRANTS AND ASSOCIATED WATER MAINS AREREQUIRED TO BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE CONSTRUCTION.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 DETAILSC211GRADING & DRAINAGE DETAILSC212GRADING & DRAINAGE DETAILSC213CITY OF RENTON GRADING & DRAINAGE DETAILSC220SITE SECTIONSC230RAMP GRADING DETAILSC240DRAINAGE PROFILESC250SC-310 STORMTECH CHAMBER PLANC251MC-3500 STORMTECH CHAMBER PLANC300PAVING, CHANNELIZATION, HORIZONTAL CONTROL PLANC310PAVING DETAILSC311CITY OF RENTON PAVING DETAILSC312CITY OF RENTON PAVING DETAILSC400UTILITY PLANC410UTILITY DETAILSFamily First Community CenterRenton, Wa 98056Civil Construction PermitJune 4, 2020Vertical 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 TRANSITIONRRADIUSSTASTATIONSTDSTANDARDTYPTYPICALVVERTICALVCVERTICAL 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.R-411007CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----7COVER SHEETC000DEVELOPMENT ENGINEERINGMSippo 07/08/2020 PROTECT EXISTINGCASCADE ELEMENTARYSCHOOLPROTECT EXISTINGSIDEWALKCB PROTECTION (TYP)SAWCUT (TYP)SAWCUT (TYP)PROTECT EX PARKING LOTDURING CONSTRUCTIONCONTRACTOR MAY UTILIZEFOR STAGING/LAYDOWNFROM JUNE 30, 2020 UNTILAUGUST 30, 2020ANY DAMAGE TO PARKINGLOT RESULTING FROMCONTRACTOR'S USE SHALLBE REPAIRED BY THECONTRACTORCONSTRUCTION EXITCONTRACTOR TO ONLY USETHIS CONSTRUCTIONACCESS AFTER SCHOOL ISOUT ON JUNE 30, 2020SEE DETAILCONSTRUCTIONFENCINGSEE DETAILINTERCEPTOR SWALE WITHROCK CHECK DAMSSEE DETAILSSEDIMENT 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 REMOVED8C1103C1108C1118C1119C1114C1107C11015C1114C1107C110DEMO EX "NOPARKING" SIGNDEMO EX "ENTERONLY" SIGNDEMO EX "SCHOOLX-ING" SIGNCONSTRUCTION ENTRANCECONTRACTOR TO ONLY USETHIS CONSTRUCTIONACCESS AFTER SCHOOL ISOUT ON JUNE 30, 2020SEE DETAILSTABILIZED CONSTRUCTIONENTRANCE/EXITCONTRACTOR TO UTILIZE PRIOR TOJUNE 30, 2020SEE DETAIL15C1115C110GROUT EX OUTLET FORPIPE REMOVALREMOVE CURB ANDGUTTER AND INSTALLTEMPORARY ASPHALTWEDGE CURB REMOVEPRIOR TO INSTALLINGFINAL IMPROVEMTSSTORM DRAINAGE PIPETO REMAIN IN PLACEUNTIL SCHOOL IS OUTON JUNE 30, 2020DEMO PORTION OF EXISTING FIRELANETO ALLOW SPACE FOR CONTRACTORTO INSTALL BUILDING FOOTINGSSCHOOL OCCUPIEDAREA THROUGH JUNE30, 2020CONTRACTOR OCCUPIED AREA FROM NOTICETO PROCEED UNTIL AUGUST 30, 2020 - SEEC200, C300, AND C400 FOR CONTRACTOROCCUPIED AREA AFTER AUGUST 30, 2020INSTALL TEMPORARY 20' WIDE EVA DRIVE DURINGCONSTRUCTION. SEE DETAIL 5/C3.10. COORDINATE UTILITYINSTALLATION WITH ACCESS DRIVE TEMPORARY UTILITYPATCHES MAY BE REQUIRED, DEPENDING ON CONSTRUCTIONSEQUENCING. REMOVE TEMPORARY EVVA ACCESS AND PLANTPER LANDSCAPE PLANS ONCE FINAL PAVING IS COMPLETED.COOORDINATE WITH COR FIRE MARSHALLREMOVE AS PART OF DEMOLITIONOPERATIONS AFTER JUNE 30, 2020BRING EXISTING SDMH LID TO GRADE(NOT SHOWN IN SURVEY LOCATIONAPPROXIMATE) CONTRACTOR TO FIELD VERIFY LOCATION29.8'EXISTING WATER EASEMENTREC. NO. 950803161124.9'1C110APPROXIMATE LIMITS OFTEMPORARY EVA.COORDINATE WITH CORFIRE MARSHALL20' EVA0102040SCALE 1"=20'PROPERTY LINETREE PROTECTION FENCEREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTINLET PROTECTIONLegendLIMITS OF CONSTRUCTIONTEMPORARY CONSTRUCTION FENCINGFILTER FABRIC FENCINGINTERCEPTOR SWALECHECK DAMSREMOVE TREEREMOVE CURBINGSAWCUT LINEPIPE REMOVAL/DEMOLITION8C1119C1116C1104C11010C1117C1117C110EVA PAVEMENTNOTES:1.CONTRACTOR TO PROTECT AND MAINTAIN EXISTING PAVEMENT FORSCHOOL FUNCTION UNTIL JUNE 30. NO STAGING OR LAYDOWN TOOCCUR WEST OF PHASING LINE UNTIL SCHOOL IS OUT ON JUNE 302.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 SCHOOL3.THE DEVELOPER/CONTRACTOR SHALL CONTACT THE OWNER OFTHE HIGH PRESSURE NATURE GAS TRANSMISSION PIPELINESNATURAL GAS TRANSMISSION PIPELINES OPERATED BYWILLIAMS-NORTHWEST PIPELINE BEFORE ANY GROUNDDISTURBANCE WITHIN 500 FEET OF PIPELINER-411008CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----8DEMOLITION & TESC PLANC100DEVELOPMENT ENGINEERINGMSippo 07/08/2020 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 FencingCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----9CITY OF RENTON DEMOLITION ANDTESC DETAILSC110R-411009DEVELOPMENT ENGINEERINGMSippo 07/08/2020 10Tree Protection9Temporary Chain Link Fence8Construction Access Gate7Catch Basin Sediment FilterNOTES:1.6-FT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED THE GREATER VALUE AT THE DRIPLINE OR36X THE TRUNK DIAMETER OF THE TREE TO BE SAVED, FENCE SHALL COMPLETELY ENCIRCLE THETREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. DO NOT DRIVE POSTS OR STAKES INTOROOTS.2.FOR ROOTS OVER 1-IN DIA THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUTTO REMOVE THE DAMAGED PORTION, ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITHDAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL WITHIN FOUR HOURS.3.WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY, NO STOCKPILING OF MATERIALS,VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMITOF THE FENCING.6' MINDRIPLINE OR 36x THE TRUNK DIAMETEREROSION 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 SYSTEM2"Ø PIPE3"Ø PIPEROUTE BACKWASH TO TANK11Not Used8' MAXIMUMTENSION WIRESUPPORT FENCE WITH CONCRETEBLOCKS OR METAL STANDSCLAMP ADJACENTPANELS TOGETHERPREFORMED CHAINLINKPANELS WITH 1.6" ØGALVANIZED POSTSAND RAILS6' MINIMUM6' FENCEIF CONDITIONS WARRANT IN ORDER TOCONFORM TO NPDES REQUIREMENTS15Baker TankBOTTOM HINGE180° SWING3'- 0"CHAIN LINKFABRICGATEHARDWARETOP HINGE180° SWINGTRUSS RODS (TYP)STRETCHERBAR (TYP)2" MAX CLEAR6' FENCE 3Not Used4Not Used5Not UsedR-411010CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----10DEMO AND TESC DETAILSC111DEVELOPMENT ENGINEERINGMSippo 07/08/2020 EXISTING CASCADEELEMENTARY SCHOOL2.0%147 LF 15" PVC @ 1.6%SD# 16 CB TYPE II - 48"SD# 15 CB TYPE II - 60"SD# 36 CB TYPE II - 54"SD# 9 CB TYPE II - 48"RIM=461.47IE=455.26 8"(IN)WIE=454.93 12"PVC(IN)NIE=454.93 12"(OUT)SEW/ SOLID LOCKING LID50 LF 8" PVC @ 8.3%SD# 11 CB TYPE IRIM=462.30IE=458.35 8"(OUT)EW/ VANED GRATESEE DETAIL455.75TC 455.88BC 455.38TC 457.30BC 456.80SC-310 STORMTECH CHAMBERDETENTION SYSTEM W/ 9"STONE BASE 529CHAMBERS VOLUMEPROVIDED = 18,907 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=457.27 8"(IN)NWIE=457.27 8"(OUT)EW/ VANED GRATESEE DETAILSD# 8 CB TYPE IRIM=460.08IE=456.72 8"(IN)WIE=456.72 8"(OUT)SW/ VANED GRATESEE DETAIL55 LF 8" PVC @ 1.0%32 LF 8" PVC @ 1.2%SD# 7 CB TYPE II - 48"RIM=461.58IE=455.79 8"(IN)NIE=455.79 6"PVC(IN)EIE=455.79 8"(IN)WIE=455.79 12"PVC(OUT)SW/ VANED GRATESD# 46 CB TYPE II - 48"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%SD# 21 CB TYPE II - 48"SD# 19 CB TYPE IRIM=462.65IE=459.98 8"(OUT)EW/ VANED GRATESEE DETAILBUILDING CANOPY (TYP)SHOWN FORREFERENCE ONLYFFE=461.50TC 455.89BC 455.39TC 455.46BC 454.96TC 455.68BC 455.18TC 455.67BC 455.17TC 456.59BC 456.09SD# 47 CB TYPE ISD# 49 CB TYPE I15" SD IE=450.31WATER QUALITYVAULT INLET15" SD IE=449.81WATER QUALITYVAULT OUTLETPROPOSED LOTLINE PER SHORTPLAN PROCESS12" STEP IN SLAB8" STEP IN SLAB457.14MATCH EX GRADEMATCH EX GRADEPROTECT EXISTINGPARKING LOT462.50462.20TC 455.46BC 454.96FLUSH CURBJJTC 456.20BC 455.70TC 455.84BC 455.34TC 457.82BC 457.32TC 457.41BC 456.91TC 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 456.41BS 458.70TS 459.70TS 459.77FFE=459.83459.75459.83461.50460.50461.50461.43461.50461.50461.50461.50461.50461.71461.76461.20FFE=460.5460.50459.81459.82459.83TC 461.60BC 461.10TC 461.03BC 460.53TC 462.45BC 461.95TC 462.30BC 461.80TC 463.75BC 463.25TC 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 461.50BC 461.00TC 459.78BC 459.28TC 463.37BC 462.87TC 463.53BC 463.03TC 466.55BC 466.05TC 466.32BC 465.82TC 463.65BC 463.15TC 462.50BC 462.00TC 462.01BC 461.51TC 460.93BC 460.43TC 462.63BC 462.13TC 458.61BC 458.11TC 456.04BC 455.54TC 456.49BC 455.99TC 459.30BC 458.80TC 461.50BC 461.001DS1DSGRADE BREAKFFE = 461.50FFE = 460.50FFE = 459.83MATCH EX GRADEMATCH LINE W/EXISTINGCONCRETERAISE RIM TO GRADEAND ALIGN LID WITHSIDEWALKROTATE CATCH BASIN RIM OUTOF CURB AND INSTALL SOLIDLOCKING LID. REINSTALL OILCONTROL TEE OVER NEW PIPEIE=452.04 45" (OUT) ERAISE TO GRADEAND INSTALLLOCKING LIDRIM=460.81SD# 55 CB TYPE II - 48"SD# 56 CB TYPE IRIM=461.00IE=458.28 8"(OUT)SWW/ VANED GRATESEE DETAIL53 LF 8" DI @ 1.0%3:1 MAXSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSD# 60 CB TYPE II - 54"15' 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" PVC @ 1.0%26 LF 15" PVC @ 1.0%SD# 62 CB TYPE II - 48"RIM=459.39IE=446.45 15"(IN)WIE=446.45 15"PVC(IN)NEIE=446.45 15"(OUT)EW/ SOLID LOCKING LID454.78454.70454.70454.70454.70454.70454.70454.70454.70454.70454.70454.79EXISTING BURIED CATCH BASINNOT SHOWN IN SURVEY. LOCATIONAPPROXIMATE. A CONTRACTOR TOVERIFY LOCATION IN FIELDFLOWLINE3' MAX MODULARBLOCK WALL8C210SEE NOTE 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 GRATE17 LF 8" PVC @ 1.0%SD# 61 CB TYPE IRIM=462.60IE=457.75 8"(IN)NEIE=457.75 8"(OUT)SEW/ VANED GRATESEE DETAIL1DS1DS1DS6" 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"PVC(IN)SIE=457.33 6"PVC(OUT)E96 LF 6" PVC @ 1.9%23 LF 6" PVC @ 13.9%CONNECT TO EXISTINGSTORM DRAIN MANHOLEIE=446.71 15" (OUT)S39 LF 6" PVC @ 8.0%SD# 79 SDCORIM=461.67IE=458.95 6"PVC(IN)NIE=458.95 6"PVC(OUT)W2C2132C2132C2132C2132C213SD# 73 CB TYPE IRIM=460.55IE=456.32 8"(IN)NIE=456.32 8"PVC(IN)EIE=456.32 8"(OUT)SW/ VANED GRATESEE DETAIL2C2132C21344 LF 8" PVC @ 7.1%14 LF 12" PVC @ 18.5%125 LF 8" PVC @ 0.5%6 LF 6" PVC @ 1.7%BUILDING FOOTINGDRAIN DISCHARGELOCATIONSD# 42 CB TYPE II - 48"466.22464.91464.22466.22TC 464.82BC 464.32TC 464.17BC 463.67SEE DETAIL "DITCHSECTION" / C220 FORDITCH SECTIONRIDGELINE 6" SDCORIM TO GRADEIE=456.6317 LF 8" PVC @ 1.0%31 LF 8" PVC @ 1.0%22 LF 6" PVC @ 2.0%33 LF 6" PVC @ 13.9%4" PERFORATED PERVIOUSPAVING UNDERDRAIN (TYP)SEE LANDSCAPE PLANSSD# 76 SDCORIM=456.02IE=455.50 6"PVC(IN)WIE=455.50 6"PVC(OUT)SEW/ SOLID LOCKING LIDLegendPROPERTY 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 edit0102040SCALE 1"=20'KEY NOTES:1.REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUTLOCATIONS. CONNECT ALL DOWNSPOUTS TO STORM SYSTEMUNLESS OTHER NOTED. SEE DETAIL2.CONNECT FOOTING DRAIN TO CATCH BASIN.NOTES:1.SCHOOL OCCUPIED AREA FROM JUNE 30, 2020 UNTIL JUNE 30,2021. CONTRACTOR TO COMPLETE ALL WORK BETWEEN JUNE30, 2020 AND AUGUST 30, 2020 WITHIN PARKING LOT2.CONTRACTOR OCCUPIED FROM JUNE 30, 2020 UNTIL END OFCONSTRUCTION(CONTRACTOR SHALL COORDINATE WITH COR FIRE MARSHALLFOR INSTALLATION AND PRESERVATION OF TEMPORARY EVA. SEE C1.00 FOR LIMITS OF TEMPORARY EVA)13C210CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----11GRADING AND DRAINAGE PLANC200R-411011SURFACE WATER UTILITYjfarah 07/07/2020DEVELOPMENT ENGINEERINGMSippo 07/08/2020 15Typical Bioretention Section12Bee Hive Grate For 20" x 24" Frame8South Modular Wetland System12C21010North Modular Wetland System20Not Used18Thermoplastic Liner16Not UsedPONDING(D)DEPTH (FT)TOP OF (FT)FREE BOARD(BE)ELEVATION (FT)BOTTOMMAXIMUM W.S.(V)ELEVATION (FT)Non-Infiltrating Bioretention Sizing ScheduleAREA (SF)BOTTOMREQUIREDBOTTOM ELEVATION (BE)MAX W.S. ELEVATION (V)3:1 IE PER PLANOUTLETFREEBOARD (FT)30"6" MIN5336"453.70'454.20'454.70'VARIES (D)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"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 1/ 6" MINGRAVEL BACKFILLFOR DRAINS6" MIN FINISHED GRADE1% MINIMUM6" PVC SD4"x6" FERNCO REDUCER4" PVC EXTENSION (AS NEEDED)JT FILLER (TYP ALL AROUNDIN PAVED AREAS)4" FERNCO BOOT4" OD DOWNSPOUT SEEARCH'L PLANS ANDSPECIFICATIONNON-WOVENGEOTEXTILEFILL MATERIALSEE DETAILSFOR ACCEPTABLE FILLMATERIALS2C2112C212FILL MATERIALSEE DETAILSFOR EMBEDMENT ANDFOUNDATION STONE2C2112C212NON-WOVENGEOTEXTILEDUMP 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"OPTIONAL RIP RAPCOLLAR12"12"R-411012CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----12GRADING AND DRAINAGE DETAILSC210SURFACE WATER UTILITYjfarah 07/07/2020DEVELOPMENT ENGINEERINGMSippo 07/08/2020 4Under Drain Detail and SC-310 Technical SpecificationACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".2.SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD ORYELLOW COLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OFTHE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT ORUNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYER.ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOPOF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE APART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS. ROLLER GROSSVEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THEFOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADEUP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3DCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAYOCCUR, INCREASE COVER TO 24" (600 mm).SUBGRADE SOILS(SEE NOTE 4)PERIMETER STONE(SEE NOTE 5)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)SC-310END CAPPAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)16"(405 mm)18"(450 mm) MIN*8'(2.4 m)MAX6" (150 mm)MIN9"12" (300 mm) MIN12" (300 mm) TYP34" (865 mm)6"(150 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER - SC-310 CHAMBERS RENTON, WA TS N/A3 5FOR STORMTECHINSTRUCTIONS,DOWNLOAD THEINSTALLATION APPIMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310 SYSTEM1.STORMTECH SC-310 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT ANACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECHSTANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.SC-310 STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH SC-310.2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE ORPOLYETHYLENE COPOLYMERS.3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARDSPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 2”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2922 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.PROJECT INFORMATIONADS SALES REPPROJECT NO.SALES NAMESALES NUMBERSALES EMAILENGINEEREDPRODUCTMANAGEREPM NAMEEPM NUMBEREPM EMAILFAMILY FIRST COMMUNITY CENTERRENTON, WAADVANCED DRAINAGE SYSTEMS, INC.R©2013 ADS, INC.3SC-310 Isolator Row Detail and Inspection & Maintenance1SC-310 Stormtech Chamber Speifcations Cover Page2Acceptable Fill Materials: Stormtech SC-310 Chamber SystemsINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLESC-310 ISOLATOR ROW DETAILNTSSTORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESSC-310 CHAMBER12" (300 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC310EPE12BSC-310 END CAPOPTIONAL INSPECTION PORTCOVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE5' (1.5 m) MIN WIDETWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER - SC-310 CHAMBERS RENTON, WA TS N/A4 5UNDERDRAIN DETAILNTSAABBSECTION A-ASECTION B-BDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECH END CAPADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECHCHAMBEROUTLET MANIFOLDSTORMTECH END CAPSTORMTECHCHAMBERSNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMSFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSPART #STUBABCSC310EPE06T / SC310EPE06TPC6" (150 mm)9.6" (244 mm)5.8" (147 mm)---SC310EPE06B / SC310EPE06BPC---0.5" (13 mm)SC310EPE08T / SC310EPE08TPC8" (200 mm)11.9" (302 mm)3.5" (89 mm)---SC310EPE08B / SC310EPE08BPC---0.6" (15 mm)SC310EPE10T / SC310EPE10TPC10" (250 mm)12.7" (323 mm)1.4" (36 mm)---SC310EPE10B / SC310EPE10BPC---0.7" (18 mm)SC310EPE12B12" (300 mm)13.5" (343 mm)---0.9" (23 mm)ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.* FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm)CHAMBER STORAGE14.7 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*31.0 CUBIC FEET (0.88 m³)WEIGHT35.0 lbs.(16.8 kg)*ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERSSTUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"BUILD ROW IN THIS DIRECTIONSC-310 TECHNICAL SPECIFICATIONNTSOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)START END34.0"(864 mm)16.0"(406 mm)90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHAABC9.9"(251 mm)15.6"(396 mm)70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER - SC-310 CHAMBERS RENTON, WA TS N/A5 5R-411013CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----GRADING AND DRAINAGE DETAILS13C211DEVELOPMENT ENGINEERINGMSippo 07/08/2020 1MC-3500 Stormtech Chamber Speifcations Cover PageFOR STORMTECHINSTRUCTIONS,DOWNLOAD THEINSTALLATION APPMC-3500 STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH MC-3500.2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS.7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3OR #4.9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLEBACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARDWARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.PROJECT INFORMATIONADS SALES REPPROJECT NO.SALES NAMESALES NUMBERSALES EMAILENGINEEREDPRODUCTMANAGEREPM NAMEEPM NUMBEREPM EMAILFAMILY FIRST COMMUNITY CENTERRENTON, WAADVANCED DRAINAGE SYSTEMS, INC.R©2013 ADS, INC.ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION45x76 DESIGNATION SS.2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATIONFOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THETOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLEPAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THATPAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THETOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm)ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS.BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERSFROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYERABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THESUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,345"(1140 mm)18"(450 mm) MIN*8'(2.4 m)MAX12" (300 mm) MIN77" (1950 mm)12" (300 mm) MIN6"(150 mm) MIN12"DCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 30" (750 mm).6" (150 mm) MINPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)MC-3500END CAPSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)NO COMPACTION REQUIRED.ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER RENTON, WA TS N/A3 52Acceptable Fill Materials: Stormtech MC-3500 Chamber SystemsINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLEMC-3500 ISOLATOR ROW DETAILNTS24" (600 mm) HDPE ACCESS PIPE REQUIRED USEFACTORY PRE-CORED END CAPPART #: MC3500IEPP24BC OR MC3500IEPP24BWSTORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESCOVER PIPE CONNECTION TO END CAP WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILEMC-3500 CHAMBEROPTIONAL INSPECTION PORTMC-3500 END CAPTWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER RENTON, WA TS N/A4 53MC-3500 Isolator ROW Detail and Inspection & MaintenanceUNDERDRAIN DETAILNTSAABBSECTION A-ASECTION B-BDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECH END CAPADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECHCHAMBEROUTLET MANIFOLDSTORMTECH END CAPSTORMTECHCHAMBERSNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMSFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSMC-SERIES END CAP INSERTION DETAILNTSNOTE: MANIFOLD STUB MUST BE LAID HORIZONTALFOR A PROPER FIT IN END CAP OPENING.MANIFOLD HEADERMANIFOLD STUBSTORMTECH END CAPMANIFOLD HEADERMANIFOLD STUB12" (300 mm)MIN SEPARATION12" (300 mm) MIN INSERTION12" (300 mm)MIN SEPARATION12" (300 mm)MIN INSERTIONPART #STUBBCMC3500IEPP06T6" (150 mm)33.21" (844 mm)---MC3500IEPP06B---0.66" (17 mm)MC3500IEPP08T8" (200 mm)31.16" (791 mm)---MC3500IEPP08B---0.81" (21 mm)MC3500IEPP10T10" (250 mm)29.04" (738 mm)---MC3500IEPP10B---0.93" (24 mm)MC3500IEPP12T12" (300 mm)26.36" (670 mm)---MC3500IEPP12B---1.35" (34 mm)MC3500IEPP15T15" (375 mm)23.39" (594 mm)---MC3500IEPP15B---1.50" (38 mm)MC3500IEPP18TC18" (450 mm)20.03" (509 mm)---MC3500IEPP18TWMC3500IEPP18BC---1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC24" (600 mm)14.48" (368 mm)---MC3500IEPP24TWMC3500IEPP24BC---2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC30" (750 mm)---2.75" (70 mm)NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE109.9 CUBIC FEET (3.11 m³)MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)WEIGHT134 lbs.(60.8 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE14.9 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)WEIGHT49 lbs.(22.2 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITYMC-3500 TECHNICAL SPECIFICATIONNTS90.0" (2286 mm)ACTUAL LENGTH86.0" (2184 mm)INSTALLEDBUILD ROW IN THIS DIRECTIONNOTE: ALL DIMENSIONS ARE NOMINALLOWER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENING RIBVALLEYSTIFFENING RIBBC75.0"(1905 mm)45.0"(1143 mm)25.7"(653 mm)FOOT77.0"(1956 mm)45.0"(1143 mm)STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"UPPER JOINT CORRUGATION22.2"(564 mm)INSTALLEDCUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.PART #STUBBCMC3500IEPP06T6" (150 mm)33.21" (844 mm)---MC3500IEPP06B---0.66" (17 mm)MC3500IEPP08T8" (200 mm)31.16" (791 mm)---MC3500IEPP08B---0.81" (21 mm)MC3500IEPP10T10" (250 mm)29.04" (738 mm)---MC3500IEPP10B---0.93" (24 mm)MC3500IEPP12T12" (300 mm)26.36" (670 mm)---MC3500IEPP12B---1.35" (34 mm)MC3500IEPP15T15" (375 mm)23.39" (594 mm)---MC3500IEPP15B---1.50" (38 mm)MC3500IEPP18TC18" (450 mm)20.03" (509 mm)---MC3500IEPP18TWMC3500IEPP18BC---1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC24" (600 mm)14.48" (368 mm)---MC3500IEPP24TWMC3500IEPP24BC---2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC30" (750 mm)---2.75" (70 mm)NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE109.9 CUBIC FEET (3.11 m³)MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)WEIGHT134 lbs.(60.8 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE14.9 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)WEIGHT49 lbs.(22.2 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITYMC-3500 TECHNICAL SPECIFICATIONNTS90.0" (2286 mm)ACTUAL LENGTH86.0" (2184 mm)INSTALLEDBUILD ROW IN THIS DIRECTIONNOTE: ALL DIMENSIONS ARE NOMINALLOWER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENING RIBVALLEYSTIFFENING RIBBC75.0"(1905 mm)45.0"(1143 mm)25.7"(653 mm)FOOT77.0"(1956 mm)45.0"(1143 mm)STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"UPPER JOINT CORRUGATION22.2"(564 mm)INSTALLEDCUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER RENTON, WA TS N/A5 54Under Drain Detail and MC-3500 Technical SpecificationR-411014CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----GRADING AND DRAINAGE DETAILS14C212DEVELOPMENT ENGINEERINGMSippo 07/08/2020 4Storm Drain Cleanout3COR Catch Basin Type 22COR Catch Basin Type 15Not Used6Bioretention - Edge Treatments7Typical Trench And Backfill8Pipe Zone Bedding and Compaction - Flexible PipeCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----CITY OF RENTON15GRADING AND DRAINAGE DETAILSC213R-411015SURFACE WATER UTILITYjfarah 07/07/2020DEVELOPMENT ENGINEERINGMSippo 07/08/2020 450455460465470450455460465470PROPOSED GRADEEXISTINGPROPERTY LINE FFE=461.50FFE=460.50FFE=459.833:1 SLOPE MAXSTRUCTURAL FOOTING SHOWNFOR REFERENCE ONLYSC-310 STORMTECHCHAMBERSSEE DETAILS ON SHEETC212 AND THIS SHEETFOR MORE INFORMATIONMATCH EX GRADENON-INFILTRATINGBIORETENTION1.5:1 MAX CUT SLOPEMATCH EXGRADESTRUCTURAL FILL (TYP)1:1 FOOTING BEARINGZONE (SHOWN FORREFERENCE ONLY)6" FOOTING DRAINSEE DETAIL3C213IMPERMEABLE LINER TOWRAP STORMTECHSYSTEMSEE DETAIL18C210450455460465470450455460465470EXISTING 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 DETAIL3C213IMPERMEABLE LINER TOWRAP STORMTECHSYSTEMSEE DETAIL18C210PROPOSED GRADE455460455460BOTTOM OF BIORETENTION = 453.7031WEIR WALLS PERLANDSCAPEPLANSTOP OF WEIRELEVATION = 454.306'4'2' DETECTABLEWARNING SURFACE2' DETECTABLEWARNING SURFACE6'4'MATCH EX GRADELANDINGSINGLE DIRECTION ADA RAMPPER WSDOT STANDARD PLANF-40.126.03LANDINGSINGLE DIRECTION ADA RAMPPER WSDOT STANDARD PLANF-40.126.03CONCRETE CURBAND GUTTERSEE DETAIL1C311CONCRETE CURBAND GUTTERSEE DETAIL1C311116TH AVE SE MATCH EX GRADETC 466.99 (EX)BC 466.49 (EX)TC 467.12 (EX)BC 466.62 (EX)467.40 (EX)467.44 (EX)467.32467.36466.82466.81TC 466.60 (EX)BC 466.10 (EX)TC 466.88 (EX)BC 466.38 (EX)466.49466.38467.04466.99467.04 (EX)467.12 (EX)466.862.0%2.0%8.3%1. 9 %455460455460PROPOSED GRADESection A (E-W)Section B (N-S)R-411016CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----SITE SECTIONS16C220Bioretention Grading SectionADA Ramp Detail #7AND GRADING DETAILSDitch SectionCURB RETURN DATAEFDEVELOPMENT ENGINEERINGMSippo 07/08/2020RECOMMENED SHOWING LOCATOION ON CONTROLPLAN, SHEET 211.5%1.5% 466.79466.84466.86 (EX)466.90 (EX)466.38466.42466.97466.93TC 466.44BC 465.94TC 466.92BC 466.42TC 466.84BC 466.34466.90466.83466.96 (EX)466.89 (EX)TC 466.84BC 466.34TC 466.87BC 466.37TC 466.54BC 466.046.9%1.8%8.1%1.5%8.0%1.0%5'4'4'5'4'LANDINGLANDINGLANDINGDETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACESEE DETAIL9C310466.26466.39466.06466.246.4'5'5'6'2.0%1.5%1.0%1.7%1.8%TC 466.06BC 465.56TC 465.77BC 465.27465.93466.01465.99466.077.5 %4'466.34EX: 466.29EX: 466.201.5 %465.52465.58LANDINGDETECTABLE WARNING SURFACESEE DETAIL9C310465.521.8 % 2.0 %TC 465.45BC 464.95TC 465.34BC 464.84464.98465.05465.40465.34465.44465.38462.136.6%4'4'LANDING1%DETECTABLE WARNING SURFACESEE DETAIL9C310465.10464.90465.97 (EX)465.85 (EX)5.5'1.8%1.8%TC 461.90BC 461.40TC 462.01BC 461.51TC 461.15BC 460.65TC 460.99BC 460.49462.08462.13462.02462.08461.68461.57460.69460.75461.15461.09461.19461.136.7%7.9%2. 0 %4'4' 1. 8%4'4'LANDINGLANDINGDETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACESEE DETAIL9C310466.69461.754'6'8.6'5.3'1.3% 2. 0 % 2.0% 1.5%462.50462.50461.87460.30TC 462.58BC 462.08TC 462.65BC 462.15TC 461.74BC 461.24TC 461.94BC 461.446.3%5.3%462.00462.08TC 462.00BC 461.45461.38461.79461.78462.58462.554'4'LANDING1.4%1.5%1.5%LANDINGLANDINGTC 462.10BC 461.60460.74461.731.5%462.131.4%1.5%LANDING2.0%DETECTABLE WARNING SURFACESEE DETAIL9C3108.1'4'6.3'6.5' 0. 8% 1. 9 %2.0%1.8%1.2%1.8%1.4%DETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACESEE DETAIL9C310462.44462.99462.82TC 462.73BC 462.23TC 464.00BC 463.50463.72463.80464.04TC 464.05BC 463.55464.12TC 462.64BC 462.14462.73ADA Ramp Detail # 1ADA Ramp Detail # 2ADA Ramp Detail # 3ADA Ramp Detail # 4ADA Ramp Detail # 502.5510SCALE 1"=5'R-411017CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----RAMP GRADING DETAILS17C230ADA Ramp Detail # 6CURB RETURN DATAABCDHORIZONTAL CONTROL FOR ADA RAMPSBCDRAMPSTATION & OFFSETAEFDEVELOPMENT ENGINEERINGMSippo 07/08/2020 1.5%1.5%1.5% 43544044545045546046543544044545045546046510+0011+0012+0013+0014+0015+0016+0016+2067 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 LIDEX GRADEPROPOSED GRADEMWS-L-8-16-V-UG-HCMODULAR WETLANDSYSTEM FOR WATERQUAILTY TREATMENTSEE DETAIL10C210177 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 - 48"RIM=459.39IE=446.45 15"(IN)WIE=446.45 15"(IN)NEPVCIE=446.45 15"(OUT)EW/ SOLID LOCKING LID146 LF 15" PVC @ 1.0%67 LF 15" PVC @ 2.0%48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%12" SEWER X'INGIE=451.15(ASSUMED)12" SEWER X'INGIE=449.60(ASSUMED)3" WATER X'INGIE=454.51GAS X'ING4" WATER X'INGIE=455.54'6" WATER X'INGIE=454.74'8" WATER X'INGIE=450.83# 15 CB TYPE II - 60"RIM=456.47IE=441.97 15"(IN)NIE=450.47 8"(IN)SPVCIE=439.06 8"(IN)WIE=439.06 EX 15" (OUT)EIE=493.06 EX 15" (OUT) EW/ SOLID LOCKING LIDCONNECT TO EXSTORM MAIN44545045546046547044545045546046547010+0011+0012+0013+0013+6053 LF 8" DI @ 1.0%# 32 CB TYPE IRIM=460.73IE=457.27 8"(IN)NWIE=457.27 8"(OUT)EW/ VANED GRATESEE DETAIL# 8 CB TYPE IRIM=460.08IE=456.72 8"(IN)WIE=456.72 8"(OUT)SW/ VANED GRATESEE DETAIL# 7 CB TYPE II - 48"RIM=461.58IE=455.79 8"(IN)NIE=455.79 6"(IN)EPVCIE=455.79 8"(IN)WIE=455.79 12"(OUT)SPVCW/ VANED GRATE86 LF 12" PVC @ 1.0%# 9 CB TYPE II - 48"RIM=461.47IE=455.26 8"(IN)WIE=454.93 12"(IN)NPVCIE=454.93 12"(OUT)SEW/ SOLID LOCKING LID# 56 CB TYPE IRIM=461.00IE=458.28 8"(OUT)SWW/ VANED GRATESEE DETAILEX GRADEPROPOSED GRADE55 LF 8" PVC @ 1.0%48 LF 8" PVC @ 1.0%# 61 CB TYPE IRIM=462.60IE=457.75 8"(IN)NEIE=457.75 8"(OUT)SEW/ VANED GRATESEE DETAILEX 12" SDIE=456.74'GAS X'INGEX 8" WATER X'ING53 LF 8" PVC @ 1.0%45045546046547045045546046547010+0010+80# 19 CB TYPE IRIM=462.65IE=459.98 8"(OUT)EW/ VANED GRATESEE DETAIL50 LF 8" PVC @ 8.3%EX GRADEPROPOSED GRADE45045546046545045546046510+0010+60# 11 CB TYPE IRIM=462.30IE=458.35 8"(OUT)EW/ VANED GRATESEE DETAIL44 LF 8" PVC @ 7.1%# 9 CB TYPE II - 48"RIM=461.47IE=455.26 8"(IN)WIE=454.93 12"(IN)NPVCIE=454.93 12"(OUT)SEW/ SOLID LOCKING LIDEX GRADEPROPOSEDGRADE43544044545045546043544044545045546010+0011+0011+80# 21 CB TYPE II - 48"RIM=456.93IE=450.45 8"(BIDIRECTIONAL)WIE=450.10 8"(IN)NPVCIE=450.45 8"(IN)EPVCIE=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)WPVCIE=448.59 8"(IN)NPVCIE=442.73 8"(OUT)EW/ VANED GRATE55 LF 8" PVC @ 6.7%# 15 CB TYPE II - 60"RIM=456.47IE=441.97 15"(IN)NIE=450.47 8"(IN)SPVCIE=439.06 8"(IN)WIE=439.06 EX 15" (OUT) EIE=493.06 EX 15" (OUT) EW/ SOLID LOCKING LIDCONNECT TO EXSTORM MAINEX GRADEPROPOSED GRADEMWS-L-6.33-V-UGMODULAR WETLANDSYSTEM FOR WATERQUAILTY TREATMENTSEE DETAIL8C21018 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 DETAIL43544044545045546046543544044545045546046510+0010+408 LF 8" PVC @ 1.1%# 36 CB TYPE II - 54"RIM=456.12IE=450.67 8"(IN)NPVCIE=451.42 8"(IN)EPVCIE=451.42 8"(IN)WPVCIE=448.67 8"(OUT)SPVCFLOW CONTROL STRUCTURE# 55 CB TYPE II - 48"RIM=456.20IE=442.73 8"(IN)WPVCIE=448.59 8"(IN)NPVCIE=442.73 8"(OUT)EW/ VANED GRATEEX GRADEPROPOSED GRADEStorm Profile 1Storm Profile 2Storm Profile 3Storm Profile 4Storm Profile 5Storm Profile 6R-411018CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----DRAINAGE PROFILES18C240SURFACE WATER UTILITYjfarah 07/07/2020DEVELOPMENT ENGINEERINGMSippo 07/08/2020 48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%SD# 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=456.47IE=441.97 15"(IN)NIE=450.47 8"PVC(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=456.12IE=450.67 8"PVC(IN)NIE=451.42 8"PVC(IN)EIE=451.42 8"PVC(IN)WIE=448.67 8"PVC(OUT)SFLOW CONTROL STRUCTURESEE DETAIL47 LF 8" PVC @ 6.8%MWS-L-4-6.33-V-UGMODULAR WETLANDSYSTEM FOR WATERQUALITY TREATMENTSEE DETAIL.SC-310 STORMTECH CHAMBERDETENTION SYSTEM W/ 9"STONE BASE 529CHAMBERS VOLUMEPROVIDED = 18,907 CFPROPOSED SEWERMAIN SEE UTILITY PLANSHEET C400146 LF 15" PVC @ 1.0%55 LF 8" PVC @ 6.7%8" SD IE=446.77WATER QUALITYVAULT OUTLET8" SD IE=447.27WATER QUALITYVAULT INLETNON-INFILTRATINGBIORETENTION CELLSEE DETAIL8C2104 LF 6" PVC @ 2.0%CONNECT TO STORMTECHCHAMBER SYSTEMIE =451.1215C210INSPECTION PORTSEE DETAILSTORMTECHCHAMBEROUTLETIE=451.50100 LF 6" PERFPIPE @ 0.0%SDCORIM TO GRADEIE = 451.12ISOLATOR ROWSEE DETAILSD# 55 CB TYPE II - 48"RIM=456.20IE=442.73 8"PVC(IN)WIE=448.59 8"PVC(IN)NIE=442.73 8"(OUT)EW/ VANED GRATE36 LF 8" PVC @ 11.2%TYPE 1 CB W/ OVERFLOW GRATERIM=454.20IE=451.20 6" (OUT) WSEE DETAIL3C2116C2503C212WEIR WALL PERLANDSCAPEPLANS (TYP)42.8'144.4'99.6'91.5' 22.7' 15.1'17 LF 8" PVC @ 1.0%SD# 64 CB TYPE IRIM=455.66IE=452.53 8"N12 HDPE(OUT)SW/ VANED GRATE14 LF 8" PVC @ 1.0%SD# 63 CB TYPE IRIM=453.00IE=450.61 8"PVC(OUT)NW/ BEEHIVE GRATE AND RIP RAP COLLARSEE DETAILSD# 66 CB TYPE IRIM=456.41IE=453.74 8"PVC(OUT)WW/ VANED GRATESEE DETAIL38 LF 8" PVC @ 8.6%SD# 46 CB TYPE II - 48"RIM=455.23IE=444.99 15"(IN)WIE=444.99 15"(OUT)SEW/ SOLID LOCKING LID8 LF 8" PVC @ 1.1%12C210FLOWLINE99.6'6" TRENCH DRAINSLOPPED TO DRAIN ATCENTERIE=454.50 6" (OUT)W660-CPS OIL/WATERSEPARATOR COALESCINGIE=454.42 6" (IN) EIE=454.42 6" OUT W4 LF 6" PVC @ 2.2%13 LF 6" PVC @ 20.2%INSPECTION PORTSEE DETAIL3C211INSPECTION PORTSEE DETAIL3C21123 LF 6" PVC @ 13.9%SLOTTED VERTICAL CURBSEE DETAILSEE SHEET C210FOR BIORETENTIONPLANTER PROFILE7C310ENERGY DISSIPATERSEE C300 PAVING PLAN12C210SEE DETAIL THIS SHEETFOR DITCH PROFILEOUTFALL PROTECTIONSEE DETAIL12C250LegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%Do not use BlockEdit, Use LEGEND to edit052040SCALE 1"=10'KEY NOTES:1.REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUTLOCATIONS. CONNECT ALL DOWNSPOUTS TO STORM SYSTEMUNLESS OTHER NOTED SEE DETAIL2.CONNECT FOOTING DRAIN TO CATCH BASIN.5SC-310 Stormtech Chamber System SectionEL. VARIESEL=453.50EL=452.75EL=451.12EL=450.678" SD IE OUT=451.12SOLID WALL 6" HDPEAFTER GEOTEXTILEBARRIER.CONNECT PERF. PIPETO SOLID WALL HDPE6" PERF. FTG DRAINIE IN=450.67COMPACTEDSUBGRADESTORMTECH SC-310CHAMBER ROW6SC-310 Stormtech Chambers Flow Control StructureNOTES: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 B 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" MINSEWER SADDLEREMOVABLE WATERTIGHT COUPLING8" ELBOWDRILLED CAP PLATEWITH 0.875"Ø ORIFICEINOUT 2" MIN12Outlet ProtectionINMIRAFI - EROSION FABRICOR APPROVED SUBSTITUTEPAD IS 4' WIDE MINDISCHARGEPIPE (PER PLAN)PER PLAN1' MIN THICKNESS4" - 8" Ø AVGQUARRY SPALLSCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----19SC-310_STORM_TECH_CHAMBER_PLANC250R-411019DEVELOPMENT ENGINEERINGMSippo 07/08/2020 LegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%Do not use BlockEdit, Use LEGEND to edit052040SCALE 1"=10'KEY NOTES:1.REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUTLOCATIONS. CONNECT ALL DOWNSPOUTS TO STORM SYSTEMUNLESS OTHER NOTED SEE DETAIL2.CONNECT FOOTING DRAIN TO CATCH BASIN.CONNECT TO STORMTECHCHAMBER SYSTEMMC-3500 STORMTECHCHAMBERS DETENTIONSYSTEM W/ 12" STONE BASE160 CHAMBERS VOLUMEPROVIDED = 29,259 CF14 LF 12"SD @ 18.5%86 LF 12" PVC @ 1.0%SD# 21 CB TYPE II - 48"RIM=456.93IE=450.45 8"(BIDIRECTIONAL)WIE=450.10 8"PVC(IN)NIE=450.45 8"PVC(IN)EIE=450.45 8"(OUT)SW/ SOLID LOCKING LIDSEE DETAILSD# 47 CB TYPE IRIM=457.84IE=455.02 8"(OUT)NSPILL CONTROLSTRUCTUREW/ VANED GRATESEE DETAIL8 LF 8" PVC @ 50.6%SD# 49 CB TYPE IRIM=460.41IE=454.76 8"(OUT)NSPILL CONTROL STRUCTUREW/ VANED GRATESEE DETAIL8 LF 8" PVC @ 42.3%INSPECTION PORTSEE DETAILINSPECTION PORTSEE DETAIL1DS1DS1DSISOLATOR ROWSEE DETAILSD# 60 CB TYPE II - 54"RIM=458.70IE=450.45 8"(IN)NIE=450.45 8"(OUT)EFLOW CONTROL STRUCTUREW/ SOLID LOCKING LIDSEE DETAIL18 LF 8" PVC @ 0.0%3C2123C2113C21120 LF 6" PVC @ 18.3%19 LF 6"PVC @ 33.8%8 LF 6" PVC @ 35.4%SD# 42 CB TYPE II - 48"RIM=461.17IE=452.41 12"(IN)NWW/ SOLID LOCKING LID47 LF 6" SD @ 6.8%41'229.3'79.3'48.2'79.3'1DS1DS38 LF 8" SD @ 8.6%12 LF 6" PVC @ 25%10 LF 6" PVC @ 2.0%SDCORIM TO GRADEIE=456.50SDCORIM TO GRADEIE=458.00SDCORIM TO GRADEIE=457.00SDCORIM TO GRADEIE=457.00SDCORIM TO GRADEIE=457.00INSPECTION PORTSEE DETAIL3C21169 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%3 LF 8" PVC @ 0.0%2C2132C2133C2139C251CONNECT FOOTINGDRAINS TO STRUCTUREAS SHOWN8MC-3500 Stormtech Chamber Enlargement PlanNOTES: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 WITHWATERPLANINOUT2" MINROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSSTANDARD GALVANIZED STEELSTEPS. SEE AUSTIN CO SPECS.DETAIL 'C'N.T.S.8" MINNEOPRENE GASKETPRESSURE RELEASE ASSEMBLYLIFT GATE CONTROL ROD6" MAX6" MINSEWER SADDLEREMOVABLE WATERTIGHT COUPLING8" ELBOWDRILLED CAP PLATEWITH 1.25"Ø ORIFICEDETAIL 'B'N.T.S.9MC-3500 Stormtech Chambers Flow Control StructureTYPE 9 MINERAL AGGREGATEW/ PORTLAND CEMENTMH SERIES 200TYPE B 54" ØIE = 450.458" INLET PIPE2' - 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 GATE CONTROL RODSECTION10MC-3500 Stormtech Chamber System SectionEL. VARIESEL=456.20EL=455.20EL=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 ROWCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----20MC-3500_STORMTECH_CHAMBER_PLANC251R-411020DEVELOPMENT ENGINEERINGMSippo 07/08/2020 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'R6.5'6.5'9'2'6'24'24'6'3C310JJ20'16'16'5C3116'6'9C3105.5'2C31110C3105C3105C3102C3114C3113C3108C3101CONCRETE SIDEWALKSEE DETAILEXISTING CASCADEELEMENTARY SCHOOLPROPOSED TREES(TYP-SEELANDSCAPE PLANS)FAMILY FIRSTCOMMUNITY CENTERENTRANCEFAMILY FIRSTCOMMUNITYCENTER EXITASPHALT PAVINGSEE DETAILCONCRETE SIDEWALKSEE DETAILASPHALT PAVINGSEE DETAILGRIND ANDOVERLAY12" STEP IN SLAB8" STEP IN SLABBUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.ROLLED CONC CURBSEE DETAILNEW CROSSWALKSTRIPINGCONC VERTICALCURB (TYP)SEE DETAILCONC VERTICALCURB (TYP)SEE DETAILLANDSCAPING (TYP)SEE LANDSCAPE PLANSBUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.FLUSH CURBNEW PARKING LOTSTRIPING PER CORSTD DETAILS (TYP)HANDRAILS ANDCHEEK WALLS PERLANDSCAPE PLANSTHERMOPLASTICCROSSWALK PERCOR STD PLAN 127PERPENDICULARCURB RAMP PERWSDOT STANDARDPLAN F-40.15-03PERPENDICULARCURB RAMP PERWSDOT STANDARDPLAN F-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 DIRECTIONADA RAMP PERWSDOT STANDARDPLAN 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 CONCRETEPAVING (TYP)CHANNELIZATIONMARKERS (TYP)SEE DETAILSEE SHEET C230RAMP GRADINGDETAILSSEE 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 DETAIL1C311ROLLED CONC CURBSEE DETAIL3C31016.1'R3.5'R3.5'R3'R3'BOLLARDS PERLANDSCAPE10+00 11+00 12+00 13+0010+50 11+50 12+50 SEE NOTE 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 DETAILADA SIGNAGESEE DETAIL14C310SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.036C310SAWCUT 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)MATCH EXISTING CURBSTA 12+79.03 (26.5' RT)LIGHT POLE PERELECTRICAL PLANS(TYP)6C3118C311RELOCATE EX FLASHING BEACON ANDTRAFFIC LOOPS FINAL LOCATION TO BECOORDINATED WITH 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: 1305812.200102040SCALE 1"=20'0102040SCALE 1"=20'LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editCONCRETE WALKCROSSWALK STRIPINGADA PARKING STALLLIGHT DUTY ASPHALT PAVEMENTVERTICAL CURBSLOTTED VERTICAL CURBASPHALT OVERLAYLIMITS OF CONSTRUCTION1C3107C31010C3105C310ROLLED CURB3C310HEAVY CONCRETE PAVING12C3102C311NOTES:1.SCHOOL OCCUPIED AREA FROM AUGUST 30, 2020 UNTIL JUNE 30,2021. CONTRACTOR TO COMPLETE ALL WORK BETWEEN JUNE30, 2020 AND AUGUST 30, 2020 WITHIN PARKING LOT2.CONTRACTOR OCCUPIED FROM AUGUST 30, 2020 UNTIL END OFCONSTRUCTION10C31018+00 18+30 MONUMENT TIE-IN LOCATIONSTA 18+26.96N: 170648.98E: 1305835.75CURB RETURN DATAABCDR-411021HORIZONTAL CONTROL FOR ADA RAMPSBCDRAMPSTATION & OFFSETACITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----PAVING CHANNELIZATION HORIZONTAL21CONTROL PLANC300EFDEVELOPMENT ENGINEERINGMSippo 07/08/2020SIDEWALKREPLACEMENT PERCOR STD DETAILSIDEWALK PER CORSTD PLANSAWCUT ANDMATCH EX.SIDEWALK ADD STATION 1Asphalt Overlay Paving Section12ADA Parking Stall14ADA Sign15Concrete Paving Control Joint9Detectable Warning Surface10Unreinforced Concrete Slab-on-grade8Wheel Stop7Slotted Conc Vertical Curb w/ Curb Inlet5Standard Asphalt Paving Section4Asphalt Thickened Edge3Rolled curb and transition6Gravel Outfall PadNOTES:1.SEE DETAIL 14/C3.10 FOR GENERAL PAVING NOTES.FINISHED GRADESAWCUT, TACK AND MATCHEX ASPHALT FULL DEPTHSUBGRADE12"12" (MIN) STRUCTURAL FILL AS REQUIRED OREXISTING SUB-GRADE COMPACTED TO 95%MAX DENSITY PER ASTM D 15576" CRUSHED SURFACE BASE COURSECOMPACT TO 95% MAX DENSITY2" CLASS "B" ASPHALT CONCRETE PAVEMENTEX UNDISTURBED PAVEMENTSUB-BASE MUST BE COMPACTEDTO 95% MAX DENSITY PER ASTM D 1557EXISTING ASPHALTBROOM 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"5"JOINT SPACINGDEPTH (SD)SEALANT RESERVOIR TABLEWIDTH (W)PAVEMENT DEPTHJOINT SPACINGJOINT SPACING TABLEDETAIL ANOTE:PREMOLDED CONTINUOUSMASTIC JOINT STRIP ORJOINT MAY BE SAWCUT,SEE DETAIL A BELOWCONCRETE PAVINGSEE DETAILSAWCUT CONCRETE,USE BACKER ROD ANDFILL W/ SEALANT, SEERESERVOIR TABLE.WBUTYL ORPOLYPROPYLENEROPE ORBACKER RODPROVIDE CONSTRUCTION OR CONTROLJOINTS IN SLABS ON GRADE TO BREAKSLAB INTO RECTANGULAR AREAS, SEEJOINT SPACING TABLE BELOW. AREASTO BE APPROXIMATELY SQUARE ANDHAVE NO ACUTE ANGLES. JOINTLOCATIONS TO BE APPROVED BY THEARCHITECT.SEE ARCHITECTURALPLANS FOR STAMP PATTERN, COLORAND FINISH.5"6"7"8"10"12"14"9-11'11-13'13-15'15-17'18-21'20-25'25-28'9-14'11-14'15-17'15-18'20-25'25-28'1/8"1/8"1/4"1/4"1/2"1/2"1/4" MIN1/4" MIN3/8" MIN3/8" MIN1/2" MIN3/4" MIN1/4DSD1/4DNOTES:1.PLACE ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04.2.ASPHALT PAVEMENT OVERLAY SHALL BE PLACED IN (1) LIFT. FINAL LIFT SHALL BE CONSTRUCTED WITHTHE OVERLAY OF THE EXISTING ASPHALT ONLY AFTER PAVEMENT PATCHING IS COMPLETE.3.TACK COAT-USE AR4000.4.USE PETROMAT OR ENGINEER APPROVED EQUAL.FINISHED GRADEEX ASPHALT PAVEMENT SUB-BASE.EX ASPHALT PAVING - DEPTH VARIES - GRIND AS NECESSARYTO MATCH ALL ADJACENT ELEVATIONS OF ASPHALT/CONCRETE2" CLASS 'B' ASPHALT CONCRETE PAVING OVERLAYTHICKNESS MAY VARY SLIGHTLY TO PROVIDE POSITIVE DRAINAGEAPPLY PETROMAT OR APPROVEDEQUAL AND TACK COATSUBGRADEFINISHED LANDSCAPING GRADEASPHALT THICKENED EDGEFINISHED GRADENOTES:1.SEE GENERAL ASPHALT PAVING NOTES2.STERILIZE ALL AREAS TO BE PAVED WITH SOIL STERILANT, PRAMITOL 25EOR EQUAL AS RECOMMENDED BY THE MANUFACTURER.24" MIN2" MINASPHALT PAVEMENTSEE DETAIL5C31015C3106"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, ALLEYS, 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.CONCRETE SHALL BE CEMENT CONCRETE CLASS 4000.6.STEEL FORMS ONLY MAY BE USED ON TANGENT SECTIONS, WOOD FORMSMAY BE USED ON CURVED SECTIONS.7.FINISH SHALL BE LIGHT BROOM.PAVEMENTCONCRETE VERT CURBSEE DETAIL24"DRIVEWAY W IDTH 6"12"2C31136"18" ±24" ±CAST OF CUT SLOTS INTO CURBSLOPE 25 FROM FACE OF CURBPAVEMENT BEYONDCONCRETE VERTICAL CURBSEE DETAIL6"2' - 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.EACH 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 DETAIL14C310######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"8C310MAX.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' TAPER2C31110C310MIRAFI - EROSION FABRICOR APPROVED SUBSTITUTEPAD IS 4' WIDE MINDISCHARGEPIPE (PER PLAN)PER PLAN1' MIN THICKNESS4" - 8" Ø AVGQUARRY SPALLSR-411022CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----PAVING DETAILS22C310DEVELOPMENT ENGINEERINGMSippo 07/08/2020 5Energy Dissipator4Channelization Markers2Concrete Vertical Curb3Longitudinal Patch For Flexible Pavement1Curb and Gutter Replacement Detail6School Zone Crossing Sign8Flashing Beacon Type 1 SignalCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----CITY OF RENTON23PAVING DETAILSC311R-411023DEVELOPMENT ENGINEERINGMSippo 07/08/2020COR STD SIDEWALKDETAIL MISSING 4Transportation Notes3Not Used2Not Used1Not Used7Not Used6Not Used5Not UsedCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----CITY OF RENTON24PAVING DETAILSC312R-411024DEVELOPMENT ENGINEERINGMSippo 07/08/2020 ABCEDE.2E.3F1110988.2765.554321FEDCBA11.423455.56788.291011CONNECT TO EX WATER MAIN(CUT-IN CONNECTION)(1) 8" TEE (FLxFL)(2) 8" GATE VALVES (FLxMJ)(2) 8" COUPLING(2) DI NIPPLECOORDINATE W/ SOOS CREEKFOR WATER MAIN SHUT DOWN4" DCVA AND VAULTW/ SUMP PUMP4" FIRE SERVICESEE MEP PLANS FORCONTINUATION3" WATER SERVICESEE MEP PLANS FORCONTINUATION3" WATER METERSEE DETAIL.CONNECT TO EXWATER MAIN.MAINTAIN EXISTINGGATE VALVECONNECT TO EX GAS MAINCONTRACTOR/DEVELOPERTO CONTACT OWNER OFTHE HIGH PRESSURENATURAL GASTRANSMISSION PIPELINESOPERATED BY WILLIAMSNORTHWEST PIPELINEBEFORE ANY GROUNDDISTURBANCE WITHIN500FT OF PIPELINEEXISTING CASCADEELEMENTARY SCHOOL10' WATER EASEMENT116 LF 8" DI CL52302 LF 8" DI CL5286 LF 8" DI CL52(1) 22.5° BEND W/THRUST BLOCKING116TH AVE SE 111 LF 8" DI CL52 47 LF 8" DI CL5213 LF 4" DI CL52 (RJ)(1) 8" 45° BEND (MJ)W/THRUST BLOCKING(1) 8" 45° BEND (MJ)W/THRUST BLOCKING(1) 8" 45° BEND (MJ)W/THRUST BLOCKINGPROPOSED LOTLINE PER SHORTPLAT PROCESS18 LF 8" DI CL52FIRE HYDRANT6" SSCORIM TO GRADEIE=448.3259 LF 6" PVC @ 5.6%64 LF 6" PVC @ 5.0%CONNECT TO EXISTING SSMHIE = 445.006" SANITARY SEWERSEE MEP PLANS FORCONTINUATIONIE = 451.5011 LF 8" DI CL529 LF 8" DI CL5237 LF 8" DI CL523 LF 3" DI CL529 LF 3" DI CL522" HDPE GRAVITY DRAINPIPE TO CATCH BASINFROM WATER VALUT2" HDPE GRAVITY DRAINPIPE TO CATCH BASINFROM WATER VALUT(1) 8" 45° BEND (MJ)W/THRUST BLOCKING(1) 8" 45° BEND (MJ)W/THRUST BLOCKING(1) 8" 45° BEND (MJ)W/THRUST BLOCKING(1) 3" 90° BEND W/THRUST BLOCKINGCONNECT TO EXWATER MAIN(CUT IN CONNECTION)(1) 6" TEE (FLxMJ)(1) 6" GATE VALVE (MJ)PROPOSED STORMSYSTEM SEESHEET C200PROPOSED STORMSYSTEM SEESHEET C200GAS METER(1) 3" 22.5° BEND W/THRUST BLOCKING160 LF 3" DI CL52CONNECT RELOCATEDSPEED CAMERA TOEXISTING CONDUITSCONNECT TO EX WATER MAIN(CUT IN CONNECTION)(1) 8" TEE (FLxMJ)(1) 8" GATE VALVE (FLxMJ)W/ THRUST BLOCKING(1) 8"x8" TEE (MJxFL)(1) 8" GATE VALVE (MJxFL)W/ THRUST BLOCKINGFIRE HYDRANT(1) 8"x8" TEE (MJxFL)(1) 8" GATE VALVE (MJxFL)W/ THRUST BLOCKING26 LF 8" DI CL52 76 LF 8" DI CL52(1) 8"x8" TEE (MJxFL)(1) 8" GATE VALVE (MJxFL)W/ THRUST BLOCKING30 LF 8" DI CL52 (RJ)FDC15 LF 3" DI CL5233 LF 8" DI CL52SEE NOTE 1SEE NOTE 29 LF 8" DI CL52FIRE HYDRANTSEE DETAIL2C41033 LF 8" DI CL525C410CONTRACTOR SHALL TRENCH ANDBACKFILL FOR PSE PIPE. PSE TO INSTALLGAS SERVICE PIPE. COORDINATE W/ PSEFOR APPROVED ROUTING, CONSTRUCTIONSEQUENCING AND TIMING(1) 8" 90° BEND (MJ)W/ THRUST BLOCKING(1) 8"x4" TEE (MJxFJ)4" GATE VALVE (FLxRJ)FIRE HYDRANTSEE DETAIL2C410(1) 8" 90° BEND (RJ)30 LF 8" DI CL52 (RJ)1-1/2" STUB OUT SEELANDSCAPE PLANS FORCONTINUATION1-1/2" IRRIGATION METERSEE DETAIL.8C410LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editASPHALT PAVEMENTCONCRETE PAVEMENTBIORETENTIONLANDSCAPE0102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)NOTE:WATER AND SEWER SYSTEMS ARE SHOWN FOR REFERENCE ONLY.UNDER SEPARATE PERMITNOTES:1.SCHOOL OCCUPIED AREA FROM AUGUST 30, 2020 UNTIL JUNE 30,2021. CONTRACTOR TO COMPLETE ALL WORK BETWEEN JUNE30, 2020 AND AUGUST 30, 2020 WITHIN PARKING LOT2.CONTRACTOR OCCUPIED FROM AUGUST 30, 2020 UNTIL END OFCONSTRUCTION3.CITY ORDINANCE REQUIRES THAT ALL FIRE HYDRANTS ANDASSOCIATED WATER MAINS ARE REQUIRED TO BE INSTALLEDAND IN SERVICE PRIOR TO COMBUSTIBLE CONSTRUCTION.R-411025CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----APPROVED SOOS CREEK25C400WATER AND SEWER PLANDEVELOPMENT ENGINEERINGMSippo 07/08/2020 1Thrust Blocking Sizing Table2Fire Hydrant Asssembly Vertical Curb3Water Service Connection 1-1/2 Inch and Larger4Double Check Detector Backflow Prevention Assembly7Sanitary Sewer Cleanout53" Water Meter Installation6Typical Trench Detail81-1/2" & 2" Meter SettersR-411026CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS50441STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER AARONJ.FJELSTAD40Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)FAMILY FIRST COMMUNITY CENTER FAMILY FIRST COMMUNITY CENTERFAMILY FIRSTCOMMUNITY CENTERCIVIL CONSTRUCTION PERMITPR:1800336 LUA:19-000212 C:13-006718 TRO-40-4110 TED-40-4110----APPROVED SOOS CREEK26C410WATER AND SEWER DETAILSDEVELOPMENT ENGINEERINGMSippo 07/08/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020CURRENT PLANNINGClark Close 07/16/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020CURRENT PLANNINGClark Close 07/16/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020CURRENT PLANNINGClark Close 07/16/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020CURRENT PLANNINGClark Close 07/16/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020CURRENT PLANNINGClark Close 07/16/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020CURRENT PLANNINGClark Close 07/16/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020CURRENT PLANNINGClark Close 07/16/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020CURRENT PLANNINGClark Close 07/16/2020 DEVELOPMENT ENGINEERINGMSippo 07/08/2020CURRENT PLANNINGClark Close 07/16/2020 123456891010JJE.V. - SINGLEE.V. - DUAL CHARGER1212117WL5WL5WL1-AWL1-AWL1-ETYPTYPWL5WL5WL5WL5WL5WL5WL5WL5WL1-DWL1-BWL1-BWL1-BWL1-BWL1-FWL1-FWL1-CWL1-CWL1-CWL1-C1313131414A4-36,38D-31,33 &D-35,37TYP101010A4-48A4-48A4-48A4-48A4-48A4-48A4-48A4-48A4-50A4-50A4-50A4-50A4-50A4-50A4-50A4-50A4-50A4-50A4-50A4-48A4-48A4-48A4-48A4-48VANTELE/COM2POWERX1.EXISTING UTILITY POLE WITH OVERHEAD 3-PHASE POWER AND TELE/COMMINFRASTRUCTURE. CONTRACTOR TO PROVIDE NEW CONDUIT SERVICE RISERS UP POLEFOR EACH UTILITY PROVIDER FOR UNDERGROUND UTILITY SERVICES TO COMMUNITYCENTER BUILDING. CONTRACTOR TO COORDINATE WITH EACH PROVIDER AND WILLPROVIDE PATHWAY AND INFRASTRUCTURE AS REQUIRED FOR EACH SERVICECONNECTION.2.NEW UNDERGROUND UTILITY STREET CROSSING PER CITY OF RENTON REQUIREMENTS.PROVIDE: POWER - (2) 4", TELEPHONE - (2) 4", FIBER OPTIC - (2) 2", AND CABLE TVSERVICES - (2) 4". VERIFY ALL CONDUIT REQUIREMENTS WITH UTILITY PROVIDERS.3.NEW RECESSED IN-GRADE UTILITY JUNCTION BOXES. PROVIDE 1 BOX FOR POWER,TELEPHONE, FIBER OPTIC, AND CABLE TV ACCORDING TO UTILITY PROVIDERSREQUIREMENTS.4.NEW UNDERGROUND SHARED UTILITY TRENCH WITH POWER - (2) 4", TELEPHONE - (2) 4",FIBER OPTIC - (2) 2", AND CABLE TV SERVICES - (2) 4".5.NEW PAD MOUNTED TRANSFORMER PROVIDED BY PSE. CONTRACTOR TO PROVIDEBELOW-GRADE VAULT, VAULT LID, AND CONDUIT PATHWAY PER PSE REQUIREMENTS.BELOW-GRADE VAULT TO BE LOCATED A MINIMUM OF 10 FEET CLEAR OF ANYCOMBUSTIBLE CONSTRUCTION.6.NEW UNDERGROUND SECONDARY SERVICE POWER FEEDERS, BY ELECTRICALCONTRACTOR, FROM TRANSFORMER VAULT TO ELECTRICAL ROOM SERVICE ENTRANCE.SEE ONE-LINE ON SHEET E0.3 FOR CONDUIT AND CABLE SIZES.7.NEW RECESSED IN-GRADE UTILITY PULL-BOXES FOR TELE/COMM SERVICES.8.NEW UNDERGROUND TELEPHONE, FIBER OPTIC, AND CABLE TV SERVICES.CONTRACTOR TO PROVIDE CONDUIT AND CABLING FROM JUNCTION BOX TOELECTRICAL ROOM SERVICE ENTRANCE.9.EXISTING (2) PARKING LOT LIGHTS IN THIS AREA TO BE DEMOLISHED. EXISTINGUNDERGROUND CONDUIT AND CABLING TO BE DISCONNECTED AND REMOVED FROMAREA OF NEW WORK WHERE ACCESSIBLE. BRANCH CIRCUITRY TO LIGHTS TO BEDISCONNECTED FROM SOURCE ON ELEMENTARY SCHOOL PROPERTY.10.NEW POLE MOUNTED PARKING LOT LIGHTS. ALL NEW LIGHTS SHOWN TO BE FED FROMFAMILY FIRST BUILDING.11.NEW BOLLARD LIGHTS ALONG WALKWAY.12.PROVIDE UNDERGROUND FEEDERS AND CONNECTION TO E.V. CHARGING STATIONS. (3)CHARGING STATIONS ARE TO BE PROVIDED AND INSTALLED IN BASE BID. PROVIDE (1)SINGLE AND (1) DUAL-HEAD BOLLARD MOUNT CHARGERS. BASIS OF DESIGN TO BE:CHARGEPOINT #CT4011-GW1 & CT4021-GW1 UNITS.13.UNDERGROUND PATHWAY FOR FUTURE CITY USE. PROVIDE 2" CONDUIT RUNNINGALONG RIGHT-OF-WAY AND (2) TYPE-1, IN-GRADE JUNCTION BOXES AT EITHER END OFCONDUIT RUN. VERIFY EXACT ROUTING AND J-BOX LOCATIONS WITH CITY OF RENTONPRIOR TO ROUGH-IN.14.EXISTING FLASHING SCHOOL BEACON AND SPEED CAMERA TO BE RELOCATED ASDIRECTED BY CITY OF RENTON.A.ALL EXTERIOR LIGHTING FIXTURES SHOWN ARE NEWUNLESS NOTED OTHERWISE.B.SEE SHEET E201 FOR BUILDING MOUNTED LIGHT FIXTURES.C.ALL SITE LIGHTING WIRING TO BE MINIMUM OF #10AWG.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGMSippo 07/08/2020T-411002 12ABEF11FAMILY FIRSTCOMMUNITY CENTERNEW PROPOSEDPROPERTY LINEPROPOSED PROPERTY LINEEXISTING PROPERTY LINE PROPOSEDPROPERTY LINEEXISTING PROPERTY LINEPROPOSED PROPERTY LINE 116TH AVE EXISTINGBALL FIELDDRI V E W A Y BUS LANECOMMUNITY GARDEN0.00.00.00.00.20.60.60.00.00.00.00.20.80.90.00.00.00.00.21.21.20.00.00.00.10.11.61.40.00.00.00.10.22.20.00.00.00.10.30.00.00.00.10.30.00.00.10.10.20.00.00.10.10.00.10.10.20.00.10.30.40.00.10.50.00.10.80.00.00.90.00.00.90.00.11.30.00.12.10.00.12.20.00.11.40.00.11.00.00.11.10.00.11.30.00.11.30.00.11.10.00.11.00.00.11.40.00.12.20.00.12.10.00.11.30.00.10.90.00.11.00.00.11.10.00.21.00.00.11.10.00.01.00.00.10.90.00.11.60.00.12.30.00.11.90.00.11.20.00.11.00.00.11.20.00.21.30.00.11.30.00.11.10.00.11.10.00.11.80.00.22.50.00.11.90.00.11.10.00.00.90.00.00.90.00.10.70.00.10.40.60.70.90.91.21.62.31.81.51.21.01.01.31.62.21.81.51.00.60.30.10.00.00.10.20.30.30.30.20.30.60.90.80.40.20.10.10.30.50.90.80.40.20.10.10.00.00.00.00.10.10.20.20.20.20.30.40.30.30.20.10.10.20.30.30.30.20.10.10.00.00.01.30.50.40.40.50.61.21.61.10.60.50.40.40.30.30.21.20.42.94.63.72.13.25.22.40.61.00.30.50.20.20.11.20.30.50.20.20.51.52.31.20.30.20.10.10.10.10.12.20.40.90.10.10.10.00.20.10.10.10.10.10.10.13.10.62.10.00.00.00.00.02.50.32.40.00.00.00.00.01.30.21.00.00.00.00.00.01.00.20.40.00.00.00.00.01.51.21.10.20.10.00.00.00.00.01.31.00.90.20.00.00.00.00.00.00.90.00.00.00.00.00.80.00.00.00.00.00.80.00.10.10.00.02.20.00.70.20.00.02.61.51.00.30.00.01.51.10.73.11.20.30.10.01.71.12.51.40.60.20.12.11.41.22.21.10.60.12.11.50.62.51.80.80.12.32.93.31.13.62.90.70.11.91.60.80.32.12.10.80.11.51.40.40.11.81.30.90.21.50.60.21.51.30.90.22.11.30.62.11.60.80.22.52.61.93.42.90.80.12.32.52.52.02.30.80.11.81.91.90.90.50.20.20.20.30.71.10.92.11.20.80.22.92.32.41.71.81.41.41.41.61.72.11.72.11.71.10.50.80.60.30.20.30.30.30.30.30.30.30.30.20.20.20.20.11.00.80.40.40.40.40.50.50.50.50.40.40.40.30.30.30.21.20.90.60.50.60.60.70.70.70.70.70.60.60.50.50.40.31.51.31.10.70.70.70.80.90.91.01.00.90.80.80.70.60.60.51.91.91.71.30.90.91.01.11.21.31.31.31.21.11.00.90.90.80.62.52.12.11.41.01.11.31.41.51.61.61.61.51.51.41.21.11.00.90.92.02.01.91.41.11.21.51.71.81.81.81.81.81.81.71.61.41.31.30.71.81.71.61.31.11.31.61.92.01.91.92.02.02.11.91.91.81.71.70.71.71.51.51.31.11.31.61.92.01.91.92.02.02.22.12.22.32.32.20.81.31.31.41.21.11.21.51.71.81.81.81.92.02.02.12.32.52.72.81.01.21.11.31.31.01.11.21.41.51.61.71.71.71.92.02.22.53.02.90.70.91.21.11.11.21.21.00.90.91.01.21.31.41.41.41.41.72.12.83.73.71.01.21.41.11.11.21.21.00.70.70.80.91.01.01.01.01.01.11.21.10.80.61.31.41.61.01.41.31.31.00.50.60.60.70.70.80.80.70.70.60.50.50.40.41.31.41.81.01.61.52.01.61.91.21.71.42.41.92.31.41.71.52.21.82.11.51.91.81.51.51.91.42.32.01.41.61.91.42.01.81.51.71.91.21.71.51.61.82.11.21.61.41.51.71.91.21.41.51.71.91.11.41.51.81.02.01.61.91.12.41.92.31.12.21.72.01.01.41.41.80.81.31.51.70.81.01.31.51.61.01.01.31.41.61.01.01.31.51.61.01.21.31.51.60.91.21.41.51.70.81.31.41.41.80.81.32.11.72.01.01.31.82.41.92.31.21.52.02.11.71.91.11.72.21.41.51.91.01.62.01.51.71.91.01.31.81.51.82.01.11.62.51.71.82.21.21.72.42.22.51.91.81.71.41.51.51.41.51.71.81.61.00.81.61.82.01.21.31.81.82.42.02.01.81.31.11.11.21.61.81.91.71.10.70.51.51.72.01.11.21.31.41.51.31.31.21.11.11.01.01.11.21.21.10.90.70.51.61.62.11.21.11.11.21.21.11.11.11.11.21.21.11.01.01.00.90.80.70.52.31.92.41.51.01.11.11.11.11.21.21.31.41.31.21.11.01.00.90.80.70.52.42.12.61.51.01.01.11.11.11.21.31.41.41.41.21.11.11.00.90.80.70.52.11.82.21.30.90.91.01.01.01.11.21.31.21.21.11.11.00.90.80.70.50.41.31.52.01.10.90.91.01.01.01.01.01.11.11.11.11.11.00.90.70.50.40.31.31.51.91.00.91.41.61.81.61.31.11.11.11.41.71.81.61.20.70.50.40.21.11.31.71.11.01.41.92.11.91.41.31.31.31.51.92.11.81.20.80.70.40.20.81.01.41.21.31.51.31.61.41.51.61.61.51.51.31.61.31.41.10.80.40.2WL1-DWL1-AWL1-AWL5WL5WL5WL5WL5WL5WL5WL5WL5WL5CL1CL1WL2WL2WL2WL2WL3WL3WL3WL1-FWL1-FWL1-CWL1-CWL1-CWL1-CWL1-BWL1-BWL1-BWL1-BWL1-ECITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPARKING LOT LIGHTING STATISTICSAVERAGEMAXIMUMMINIMUMMAX/MINAVERAGE/MIN1.3 FC3.7 FC0.1 FC37.0:113.0:1DEVELOPMENT ENGINEERINGMSippo 07/08/2020T-411003 CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGMSippo 07/08/2020T-411004