HomeMy WebLinkAboutP_Civil_Drawings_FFCC_190905_v1Construction 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.SurveyorCivil EngineerCOUGHLIN PORTER LUNDEEN801 SECOND AVENUE, SUITE 900SEATTLE, WA 98104(206) 343-0460 CONTACT: BART BALKO, PETERRANE SURVEYING10801 MAIN STREET, SUITE 102BELLEVUE, WA 98004(425) 458-4488 CONTACT: EDWIN GREEN JR, PSSheet IndexC000COVER SHEETC100DEMOLITION & TESC PLANC110DEMOLITION & TESC DETAILC200GRADING & DRAINAGE PLANC210GRADING & DRAINAGE DETAILC300PAVING PLANC310PAVING DETAILSC400UTILITY PLANC410UTILITY DETAILSFamily First Community CenterRenton, Wa 98056Land Use PermitSeptember 6, 2019Vertical 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: 118,483 SF (2.72 AC)EXISTING CONDITIONSIMPERVIOUS AREAPERVIOUS AREA (LANDSCAPE) TOTALDEVELOPED CONDITIONSIMPERVIOUS AREA74,052 SF (1.70 AC)PERVIOUS AREA (LANDSCAPE)44,431 SF (1.02 AC)TOTAL118,483 SF (2.72 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'LELECTRICALEXEXISTINGHHORIZAONTALIEINVERT 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 Standard Plan NotesTHE 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) Standard Plan Notes 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.PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:COPYRIGHT 2017BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDCTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:C180040-01PRWAJFFAMILY FIRST COMMUNITY
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RENTON, WA09/06/19NO.DESCRIPTIONDATECall Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)50441STA
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UNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C000COVER SHEET
PROTECT EXISTINGCASCADE ELEMENTARYSCHOOLPROTECT EXISTINGSIDEWALKSAWCUT (TYP)CB PROTECTION (TYP)SAWCUT (TYP)SAWCUT (TYP)PROTECT EX PARKINGLOT DURINGCONSTRUCTIONCONSTRUCTIONACCESS GATESEE DETAILCONSTRUCTIONFENCINGSEE DETAILINTERCEPTOR SWALE WITHROCK CHECK DAMSSEE DETAILS ANDSEDIMENT TRAP WITHMOVABLE 55 GALLONDRUM AND SUMP PUMPSEE DETAILINSTALL SEDIMENT STORAGE TANKS.ROUTE CONSTRUCTION STORMWATERRUNOFF TO TANK(S) PRIOR TODISCHARGE TO EX STORM 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 DRAINPROTECT EXSPEED CAMERAPROTECT EX"SCHOOL X-ING" SIGN116TH AVE SEPROTECT EX LIGHT POLETREE PROTECTIONFENCING SEE DETAILPROTECT EXCATCH BASINPROTECT EX WATERMETER VAULTPROTECT EX"SCHOOLX-ING" SIGNDEMO EX "LOADINGZONE" SIGNDEMO EX "LOADINGZONE" SIGNREMOVE EX SDMHCUT AND CAPEX STORM MAINPROTECT EX FIRE HYDRANTPROTECT EX SSMHPROPOSEDBUILDINGOUTLINE15C1.1019C1.1020C1.105C1.1010C1.10PROTECT EXVERT CURBPROTECT EX"STOP" SIGNPROTECT EXLIGHT POLEPROTECT EX"STOP" SIGNWHEEL WASHSEE DETAIL 5/C110CONSTRUCTIONACCESS GATESEE DETAILSEDIMENT TRAP WITHMOVABLE 55 GALLONDRUM AND SUMP PUMPSEE DETAIL19C1.10REMOVE EX TREES (TYP)9C1.10INTERCEPTOR SWALE WITHROCK CHECK DAMSSEE DETAILS AND20C1.109C1.10CONTRACTOR TO UTILIZEEX SWALE FORSTORMWATER RUNOFFDURING CONSTRUCTION0102040SCALE 1"=20'PROPERTY LINETREE PROTECTION FENCEREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTINLET PROTECTIONLegendLIMITS OF CONSTRUCTIONTEMPORARY CONSTRUCTION FENCINGFILTER FABRIC FENCINGINTERCEPTOR SWALECHECK DAMSREMOVE TREEREMOVE CURBINGSAWCUT LINEPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:COPYRIGHT 2017BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDCTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:C180040-01PRWAJFFAMILY FIRST COMMUNITY
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RENTON, WA09/06/19NO.DESCRIPTIONDATECall Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)50441STA
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UNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C100DEMOLITION & TESCPLAN
20Interceptor Swale19Sediment Trap w/ Moveable 55 Gallon Drum and Pump17Not Used16Not Used15Baker Tank10Tree Protection9Rock Check Dam8Temporary Chain Link Fence7Not Used6Not Used5Concrete Truck Washout4Catch Basin Sediment Filter3Not Used2Not Used1Not UsedDIRECTIONS FOR USE1.REMOVE DRAIN GRATE2.INSERT FILTER3.REPLACE GRATE TO HOLD INPOSITION2
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"36"24"SPECIFICATIONS1.FILTERS TO BE A MIN 3' DEEP2.CONSTRUCTED OF WOVENPOLYPROPYLENE3.ALL SEAMS DOUBLESTITCHED4.PERMEABILITY - 40 GAL PERMIN / SQ FT5.REUSEABLE ORTHROW-AWAYMAINTENANCE1.REMOVE WHEN FILLED TOHALFWAY MARK USE FRONTEND LOADER OR OTHEREQUIPMENT FOR REMOVAL2.CLEAN AND REUSE ORREPLACEABMAINTENANCE STANDARDS1.ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL ISRESTORED TO ITS DESIGN CAPACITY.2.IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, IT MUST BE DETERMINED WHETHERTHE PROBLEM IS LOCAL (EG A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDERDESIGNED. IF THEPROBLEM IS LOCAL, THE CHANNEL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF ABERM(S) OR BY EXCAVATION. IF THE PROBLEM IS UNDERDESIGN, THE DESIGN ENGINEER SHALL BENOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO BE APPROVED BYKING COUNTY.3.THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IFSCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIP-RAP OR ANEROSION CONTROL BLANKET OR NET.ROCK MUST COMPLETELYCOVER THE BOTTOM ANDSIDES OF THE DITCH6" MIN24"MIN2" - 4" ROCKLCROSS SECTIONCHECK DAM SPACING2:1 SLOPESL = THE DISTANCE SUCHTHAT POINTS A & B AREOF EQUAL ELEVATIONNOTES:1.PROVIDE ROCK CHECK DAMS EVERY 50 FT OR EVERY 5 FT OF VERTICAL FALL.2.DIMENSIONS: 1 FT MINIMUM DEPTH (D) BY 2 FT MINIMUM BOTTOM WIDTH.3.SWALE GRADES SHOULD NOT EXCEED 5%. SIDE SLOPES SHOULD BE 2:1 OR LESS.4.OUTLET SHALL CONSIST OF RIP RAP DISCHARGING TO STABILIZED OUTLET, SEDIMENT POND OR LEVELSPREADER.5.IF DESIGNED AS A PERMANENT DRAINAGE FEATURE, MAY BE USED IN COMBINATION WITH INTERCEPTORDRAIN. SEE DETAIL CG-10.UNDISTURBED ORPROTECTED SLOPE. SLOPENOT TO EXCEED 15%2" TO 4" ROCK CENTER UNLESSOTHERWISE SPECIFIEDORIGINAL GROUND SURFACE2' MIN WIDTHLEVEL BOTTOMWATER SURFACE NOT TO EXCEEDORIGINAL GROUND ELEVATIONSEED OR SOD1 FT MINIMUM FREEBOARDCOMPACTED TO 90% OFTHE MODIFIED PROCTORMAXIMUM DRY DENSITY(ASTM D1577)DFLOW12EROSION CONTROLSEDIMENT POND(7,480 GALLONS OF STORAGE)150 GPM PUMPSANDMEDIA FILTERPARTICULATEBAG FILTERCONSTRUCTION RUN OFFDIRECTIONOF FLOWDIRECTIONOF FLOWDIRECTIONOF FLOWDIRECTIONOF FLOWWEIR TANK(18,100 GALLONS OF STORAGE)DISCHARGE TO EXSTORM SYSTEM2"Ø PIPE3"Ø PIPEROUTE BACKWASH TO TANK11Not UsedNOTES:1.INSTALL ADJACENT AND DOWN GRADIENT OF TEMPORARY CONSTRUCTION EXIT OR SINGLE FAMILYDRIVEWAY AND AS CLOSE TO PAVED ROW AS POSSIBLE2.MORE TRUCK TRAFFIC MAY REQUIRE A LARGER AREA.3.SINGLE FAMILY DIMENSIONS MINIMUM 6 FT x 3 FT x 3 FT4.REMOVE SEDIMENT AND DEBRIS FROM TRAP DAILY. PROVIDE CLEAN WATER AT THE BEGINNING OF EACHWORK DAY. DISPOSE OF SEDIMENT AND DIRTY WATER IN ACCORDANCE WITH LOCAL RULES ANDREGULATIONS. DO NOT DISCHARGE DIRTY WATER TO THE PUBLIC STORM DRAIN SYSTEM.SECTION A-AAA3:1 SLOPEFLOWMINIMUM BOTTOMDIMENSIONS = 10' x 5' x 3'8' MAXIMUMTENSION WIRESUPPORT FENCE WITH CONCRETEBLOCKS OR METAL STANDSCLAMP ADJACENTPANELS TOGETHERPREFORMED CHAINLINKPANELS WITH 1.6" ØGALVANIZED POSTSAND RAILS6' MINIMUM6' FENCENOTES:1.6-FT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED 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 DIAMETER5'1'31MATCH EXISTINGRUNOFF WITH SEDIMENT5%1'12" PERFORATED PIPETOP OF DRUM SHALL BE6" MIN ABOVE GRADEPROVIDE SOLID COVER5'5%1'31313"WATER LEVELCONCRETE BLOCKSSUMP PUMP AND MOTORWIRE TIES55 GALLON DRUM W/ 2" DIAWEEP HOLESWRAP WITH FILTER FABRICPROVIDE 12" MIN CLEAN GRAVELAROUND PERIMETER OF DRUMFILTEREDRUNOFFDIS
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RENTON, WA09/06/19NO.DESCRIPTIONDATECall Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)50441STA
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UNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C110TESC DETAILS
6" RAIN LEADEREXISTING CASCADEELEMENTARY SCHOOL2.0%CONNECT TO STORMTECHCHAMBER SYSTEM33 LF 8" SD @ 7.2%190 LF 8" SD @ 1.3%SD# 16 CB TYPE II - 48"RIM=455.27IE=444.34 8"(IN)WIE=444.34 8"(OUT)SCB TYPE IISD# 15 CB TYPE II - 60"RIM=456.46IE=441.97 8"(IN)NIE=438.52 8"(IN)NWIE=438.52 6"(IN)WCONNECT TO EXSTORM MAIN23 LF 8"SD @ 1.2%SD# 36 CB TYPE II - 60"RIM=455.84IE=438.80 8"(IN)NIE=438.80 8"(OUT)SEFLOW CONTROLSTRUCTURE29 LF 8" SD @ 2.5%SD# 20 CB TYPE II - 48"RIM=459.10IE=456.95 8"(IN)NWIE=456.95 8"(OUT)NSD# 9 CB TYPE II - 48"RIM=460.27IE=457.92 8"(IN)WIE=457.05 8"(IN)NIE=457.63 8"(IN)NWIE=457.24 8"(OUT)SE88 LF 8" SD @ 2.7%45 LF 8"SD @ 1.0%SD# 11 CB TYPE IRIM=461.30IE=458.35 8"(OUT)E455.20TC 455.79BC 455.29TC 457.78BC 457.28MC-3500 STORMTECHCHAMBERS DETENTIONSYSTEM W/ 12" STONE BASE160 CHAMBERS VOLUMEPROVIDED = 30,087 CFMODULAR WETLANDSYSTEM FOR WATERQUALITY TREATMENTSC-310 STORMTECH CHAMBERDETENTION SYSTEM W/ 9"STONE BASE 529CHAMBERS VOLUMEPROVIDED = 18,415 CFPROPOSED WATERMAIN SEE UTILITY PLANSHEET C400FFE=461.50459.50CONNECT 6" RAINLEADER TOSTORMTECHSYSTEM459.50460.50PROPOSED SEWERMAIN SEE UTILITY PLANSHEET C400SD# 32 CB TYPE IRIM=460.55IE=458.11 8"(OUT)SESD# 8 CB TYPE IRIM=460.65IE=457.30 8"(IN)SIE=457.30 8"(IN)NWIE=457.30 6"(IN)E77 LF 8" SD @ 1.0%64 LF 8" SD @ 1.0%SD# 7 CB TYPE IRIM=461.77IE=457.94 6"(IN)EIE=457.94 8"(OUT)NIE=457.94 8"(OUT)S3 LF 8"SD @ 28.0%SD# 46 CB TYPE II - 48"RIM=455.13IE=446.71 8"(IN)WIE=446.71 8"(OUT)E309 LF 8" SD @ 1.0%MODULAR WETLANDSYSTEM FOR WATERQUALITY TREATMENT27 LF 8"SD @ 1.1%79 LF 8" SD @ 1.1%61 LF 8" SD @ 2.8%SD# 21 CB TYPE II - 48"RIM=457.21IE=456.02 8"(IN)WIE=456.02 8"(OUT)EFLOW CONTROLSTRUCTURESD# 19 CB TYPE IRIM=462.65IE=459.98 8"(OUT)SEBUILDING CANOPY (TYP)SHOWN FORREFERENCE ONLYPROPOSED CISTERNPER ARCH'L PLANSFFE=461.50FFE=459.50PROPOSED CISTERNPER ARCH'L PLANSTC 455.89BC 455.39TC 455.47BC 454.97TC 455.60BC 455.10TC 455.60BC 455.10TC 456.52BC 456.02SD# 47 CB TYPE IRIM=457.17IE=454.44 8"(OUT)N8 LF 8" SD @ 2.4%SD# 49 CB TYPE IRIM=457.76IE=454.34 8"(OUT)N8 LF 8" SD @ 1.2%CONNECT TOSTORMTECHCHAMBERSYSTEM2.0%109 LF 6" SD @ 14.1%6" SD IE=453.79WATER QUALITYVAULT OUTLET8" SD IE=455.29WATER QUALITYVAULT INLET8" SD IE=450.31WATER QUALITYVAULT INLET8" SD IE=449.81WATER QUALITYVAULT OUTLET35 LF 6"SD @ 4.2%21 LF 4"SD @ 1.8%2.0%PROPOSEDSINGLE PLATPROPERTY LINE2.0%2.0%5 LF 8" SD @ 4.0%BIORETENTIONCELL12" STEP IN SLAB12" STEP IN SLAB457.442.5%1.5%2.5%5.0%2.0%2.0%LegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to edit0102040SCALE 1"=20'C200GRADING & DRAINAGEPLANPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:COPYRIGHT 2017BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDCTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:C180040-01PRWAJFFAMILY FIRST COMMUNITY
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RENTON, WA09/06/19NO.DESCRIPTIONDATECall Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)50441STA
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UNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com
20King County Catch Basin Type I19King County Catch Basin Type 2, 48" 54" 60" 72" 96"17Typical Rain Garden Section13Bee Hive Grate For 20" x 24" Frame12Storm Drain Cleanout18Storm Control Manhole8MC 4500 Standard Cross Section10 1/2"4 1/2" CEMENTCONCRETE45° BENDSEE CITY STANDARDBEDDING DETAIL45° BEND6" PVC PIPE SHALLEXTEND 2" ABOVE THEBOTTOM OF THE CASINGSIDE SEWER PLUGSEE OPTIONS BELOW1 1/2" ASPHALT CLASSB, SEE NOTE 2CAST IRON FRAME AND COVER,SEE DETAIL ON THIS SHEET6" PVC6" PVC PIPENOTES:1. CLEANOUTS MAY BE USED AT THE END OF 6" LINES AND IN NOT MORE THAN 150 FEET LONG. AS APPROVEDBY THE CITY ENGINEER.2.SAWCUT SHALL BE SEALED AT THE TOP WITH A HOT PAVING GRADE ASPHALT AND FACE OF CUT TACKED.3.ALL MATERIAL SHALL CONFORM TO THE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, MUNICIPALCONSTRUCTION PREPARED BY THE WSDOT AND THE APWA WASHINGTON STATE CHAPTER.4.MACHINE BEARING FACES OF FRAME AND COVER TO INSURE POSITIVE FIT.12356748SUBGRADE SOIL PREPARATION ROTOTILL, DO NOT COMPACT, SEE SECTION02910AMENDED COMPOST RAINGARDEN SOIL, SEE SECTION 02900 AND COB DETAILNDP-1.COMPOST MULCH, SEE SECTION 02900, 3-INCH MINPOROUS CONCRETE ENERGY DISSIPATER. SEE DETAILTHICKENED ASPHALT EDGE, AS REQUIRED PER PLAN, SEE DETAILNON-WOVEN FILTER FABRIC MIRAFI, 140N OR EQUALRAIN GARDEN PLANTINGS, SEE LANDSCAPE PLANSGRAVEL BACKFILL FOR DRAINSKEYNOTESNOTE: ALL COMPONENTS(PLANTS, SOIL, MULCH)ARE REQUIRED FORSTORMWATER FUNCTIONEX SUBGRADEDO NOT COMPACTSLOPE TODRAIN18"86123577SLOPE TODRAIN2' MIN12"SLOPE (S) TYPSTORAGE CAPACITY MAX WS EL (V)0.5' FREEBOARDEL=(BE)DEPTH (D)BOTTOM WIDTH (W)6" MIN4BEEHIVE GRATE (BEYOND)SEE DETAILDUMP 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"12C2.1014C3.1011Sediment Trap (City of Renton)NOTE: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 STORAGE13C2.10NOTES:1. CATCH BASINS SHALL BE CONSTRUCTED INACCORDANCE WITH ASTM C478 (AASHTO M199) AND C890 UNLESS OTHERWISE SHOWNON PLANS OR NOTED IN THE WSDOT/APWASTANDARD SPECIFICATIONS.2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WELDED WIRE FABRIC HAVING A MIN AREA OF0.12 SQUARE INCHES PER FOOT MAY BEUSED. WELDED WIRE FABRIC SHALL COMPLYTO ASTM A497 (AASHTO M 221). WIRE FABRICSHALL NOT BE PLACED IN KNOCKOUTS.3.ALL REINFORCED CAST-IN-PLACE CONCRETESHALL BE CLASS 4000.4.PRECAST BASES SHALL BE FURNISHED WITHCUTOUTS OR KNOCKOUTS. KNOCKOUTSSHALL HAVE A WALL THICKNESS OF 2" MINALL PIPE SHALL BE INSTALLED IN FACTORYPROVIDED KNOCKOUTS. UNUSEDKNOCKOUTS NEED NOT BE GROUTED IF WALLIS LEFT INTACT.5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUALTO PIPE OUTER DIAMETER PLUS CATCH BASINWALL THICKNESS.6.ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES,WITH MAX DIAMETER OF 20". KNOCKOUTSMAY BE EITHER ROUND OR "D" SHAPE.7. THE MAX DEPTH FROM THE FINISHED GRADETO THE PIPE INVERT IS 5'-0".8. THE TAPER ON THE SIDES OF THE PRECASTBASE SECTION AND RISER SECTION SHALLNOT EXCEED 1/2"/FT.9. CATCH BASIN FRAME AND GRATE SHALL BE INACCORDANCE WITH STANDARDSPECIFICATIONS AND MEET THE STRENGTHREQUIREMENTS OF FEDERAL SPECIFICATIONRR-F-62ID. MATING SURFACES SHALL BEFINISHED TO ASSURE NON-ROCKING FIT WITHANY COVER POSITION.10. FRAME AND GRATE MAY BE INSTALLED WITHFLANGE DOWN OR CAST INTO RISER.11.FOR CATCH BASINS IN PARKING LOTS REFERTO WSDOT/APWA STANDARD DWG. B1-b.12.EDGE OF RISER OR BRICK SHALL NOT BEMORE THAN 2" FROM VERTICAL EDGE OFCATCH BASIN WALL.PRECAST BASE SECTION(MEASUREMENT AT THETOP OF THE BASE)12" RISER SECTION6" RISER SECTIONFRAME AND GRATESEE SEC.7.05 ANDAPPLICABLE DWGS.#3 BAREACH WAY44"#3 BAREACH SIDE#3 BAR EACH CORNER4" MIN26"4" MIN22"4" MIN4" MIN2 #3 BAR HOOPS12"20"5"5"30"5"5"24"34"1 #3 BAR HOOP34"5"5"24"6"30"20"5"5"4"17"20"3"NOTES:1.USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN2.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 MINERAL AGGREGATEW/ PORTLAND CEMENTMH SERIES 200TYPE B 54" ØIE = xxx.xx12" INLET PIPESTANDARD GALVANIZED STEELSTEPS. SEE AUSTIN CO SPECS.VERTICAL BAR GRATEFOR POND OVERFLOWSEE DETAIL 'A'2' - 0"2' - 0"MAX WSEL=xxx.xx4" MINRESTRICTOR PLATE WITH 3.13"Ø ORIFICEIE = xxx.xx6" THK GROUT ALL AROUNDLIFT GATE - SEE DETAIL 'B'12" OUTLET PIPEIE = xxx.xx18" MINPIPE SUPPORT 3"x.09 GAGEBOLTED OR EMBEDDED 2" INWALL AT MAX 3' SPACING. MINONE SUPPORT1.5" NOTCH WEIRSEE DETAIL 'C'4" MIN - 1'-6" MAX6" MIN2' - 6" MIN ROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSRIM = xxx.xLIFT GATE CONTROL RODSECTIONPLANINOUT2" MIN2' MINVERTICAL BAR GRATEFOR POND OVERFLOWSEE DETAIL 'A'ROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSSTANDARD GALVANIZED STEELSTEPS. SEE AUSTIN CO SPECS.1.5" NOTCH WEIRSEE DETAIL 'C'6'DETAIL 'A'N.T.S.FRAME/GRATE FORCONTROLLED PONDOVERFLOW. PROVIDEVERTICAL BARS INFRAME @ 4" OCCONTROL MANHOLEDETAIL 'C'N.T.S.8" MIN
NEOPRENE GASKETPRESSURE RELEASE ASSEMBLYLIFT GATE CONTROL ROD6" MAX6" MINSEWER SADDLEREMOVABLE WATERTIGHT COUPLING8" ELBOWDRILLED CAP PLATEWITH 7"Ø ORIFICEDETAIL 'B'N.T.S.OUTLETINLETNOTES1.CATCH BASINS SHALL BE CONSTRUCTED INACCORDANCE WITH ASTM C478 (AASHTO M199) ANDASTM C890 UNLESS OTHERWISE SHOWN ON PLANSOR NOTED IN THE WSDOT/APWA STANDARDSPECIFICATIONS.2.HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALLHAVE 6" MIN CLEARANCE. SEE DWG NO 2-006,CATCH BASIN DETAILS. HANDHOLDS SHALL BEPLACED IN ALTERNATING GRADE RINGS ORLEVELING BRICK COURSE WITH A MIN OF ONEHANDHOLD BETWEEN THE LAST STEP AND TOP OFTHE MANHOLE.3.ALL REINFORCED CAST-IN-PLACE CONCRETE SHALLBE CLASS 4000. ALL PRECAST CONCRETE SHALL BECLASS 4000.4.PRECAST BASES SHALL BE FURNISHED WITHCUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALLHAVE WALL THICKNESS OF 2" MIN UNUSEDKNOCKOUTS NEED NOT BE GROUTED IF WALL ISLEFT INTACT. PIPES SHALL BE INSTALLED ONLY INFACTORY KNOCKOUTS UNLESS OTHERWISEAPPROVED BY THE ENGINEER.5.KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUALPIPE OUTER DIAMETER PLUS CATCH BASIN WALLTHICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48"CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60"FOR 72" CB, 84" FOR 96" CB MIN DISTANCE BETWEENHOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12"FOR 72" AND 96" CB.6.CATCH BASIN FRAMES AND GRATES OR COVERSSHALL BE IN ACCORDANCE WITH SEC. 7.05 ANDMEET THE STRENGTH REQUIREMENTS OF FEDERALSPECIFICATION RR-F-621D. MATING SURFACESSHALL BE FINISHED TO ASSURE NON-ROCKING FITWITH ANY COVER POSITION.7.ALL BASE REINFORCING STEEL SHALL HAVE A MINYIELD STRENGTH OF 60,000 PSI AND BE PLACED INTHE UPPER HALF OF THE BASE WITH 1" MINCLEARANCE.8.MIN SOIL BEARING VALUE SHALL EQUAL 3,300POUNDS PER SQUARE FOOT.9.FOR DETAILS SHOWING LADDER, STEPS, HANDRAILSAND TOP SLABS, SEE DWG NO 2-006.10.SEE THE WSDOT/APWA STANDARD SPECIFICATIONSSEC. 7-05.3 FOR JOINT REQUIREMENTS.20"x24" OR24"Ø6" MIN18" MAXMAX HEIGHT = 12'12" (TYP)48", 54", 60", 72" OR 96"2'-0" MIN
1'-0" FOR 48", 54" & 60" Ø2'-0" FOR 72" & 96" ØGRAVEL BACKFILL FORFOUNDATIONS 6" MIN COMPACTEDDEPTH FOR PRECAST BASE ONLY48"Ø-6"54"Ø, 60"Ø, 72"Ø-8"96"Ø-12"REINFORCING STEEL(FOR PRECAST BASE & INTEGRAL RISER ONLY)REINFORCING STEEL(FOR SEPARATE BASES ONLY)SEPARATE CAST IN PLACEBASE OR SEPARATEPRECAST BASEPRECAST BASE JOINT"O" RINGMORTAR FILL6"FOR SEPARATECAST-IN-PLACEØ SIZESQ.IN.FT. INEACH DIRECTION48"54"60"72"96"0.150.190.250.240.29Ø SIZESQ.IN.FT. INEACH DIRECTION48"54"60"72"96"0.230.190.250.350.3910SC 740 Standard Cross SectionPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:COPYRIGHT 2017BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDCTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:C180040-01PRWAJFFAMILY FIRST COMMUNITY
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RENTON, WA09/06/19NO.DESCRIPTIONDATECall Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)50441STA
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UNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C210STORM & GRADINGDETAILS
LANDSCAPING (TYP)SEE LANDSCAPE PLANSCONCRETE SIDEWALKSEE DETAILEXISTING CASCADEELEMENTARY SCHOOLPROPOSED TREES(TYP-SEELANDSCAPE PLANS)FAMILY FIRSTCOMMUNITY CENTERENTRANCEFAMILY FIRSTCOMMUNITYCENTER EXITASPHALT PAVINGSEE DETAIL24.0'
5.5'CONCRETE SIDEWALKSEE DETAIL4' HIGH RETAINING WALL116TH AVE SE20C3.10ASPHALT PAVINGSEE DETAIL20C3.1015C3.10BUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.PROPOSED FENCINGPER LANDSCAPE PLANS8'9'5'6'INSTALL CONCRETE PADFOR CISTERN PERL'SCAPE PLANS9.0'
(TYP)6.0'GRIND ANDOVERLAY9'5'24.0'12" STEP IN SLAB12" STEP IN SLABBUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.10C3.1020.1'33.0'20.0'ROLLED CONC CURBSEE DETAIL3C3.10NEW CROSSWALKSTRIPINGNEW CROSSWALKSTRIPINGCONC VERTICALCURB (TYP)SEE DETAIL3C3.10CONC VERTICALCURB (TYP)SEE DETAIL3C3.1016.5'9.0'(TYP)9.0'(TYP)ADA RAMP (TYP)PROPOSEDSINGLE PLATPROPERTY LINE9.0'(TYP)9.0'(TYP)9.0'(TYP)9.0'(TYP)8.5'
(TYP)
8.5'
(TYP)
2.0%ADA RAMP (TYP)PERVIOUSCONCRETE BIDALTERNATEPERVIOUSCONCRETE BIDALTERNATEPERVIOUSCONCRETE BIDALTERNATE0102040SCALE 1"=20'0102040SCALE 1"=20'LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editXX-XXCONCRETE WALKCROSSWALK STRIPINGADA PARKING STALLLIGHT DUTY ASPHALT PAVEMENTVERTICAL CURBSLOTTED VERTICAL CURBASPHALT OVERLAYLIMITS OF CONSTRUCTION20C3.106C3.101C3.1010C3.105C3.10ROLLED CURB3C3.10PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:COPYRIGHT 2017BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDCTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:C180040-01PRWAJFFAMILY FIRST COMMUNITY
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RENTON, WA09/06/19NO.DESCRIPTIONDATECall Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)50441STA
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AA
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ONJ.FJELSTADLAND USE
PERMIT SETOUO
UNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C300PAVING PLAN
20Asphalt Overlay Paving Section19ADA Parking Stall17C.O.K. Handicap Sign16ADA Striping15Concrete Paving Control Joint14Concrete Paving Notes13Not Used12Not Used11Not Used10Unreinforced Concrete Slab-on-grade8Not Used7Wheel Stop6Slotted Conc Vertical Curb w/ Curb Inlet5Standard Asphalt Paving Section4Asphalt Thickened Edge3Rolled curb and transition1Concrete Vertical CurbNOTES: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 DETAIL5C3.10JOINT SPACINGDEPTH (SD)SEALANT RESERVOIR TABLEWIDTH (W)PAVEMENT DEPTHJOINT SPACINGJOINT SPACING TABLEDETAIL ANOTE:DISCONTINUE REINFORCINGAT CONTROL JOINT, SEESPACING TABLE BELOWPREMOLDED 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" MIN1/4DSD1/4DBROOM 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 DETAIL2.SEE DETAILFOR GENERAL CONCRETE PAVING NOTES.4"5"15C3.10GENERAL CONCRETE PAVING NOTES:1.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBCSECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIXSHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BEPROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS.THE MINIMUM AMOUNTS OF CEMENTITIOUS MATERIAL MAY BE CHANGED IF A CONCRETEPERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENTFOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALLINCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, ASWELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTHDATA IN ACCORDANCE WITH ACI 318-95, CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE ENGINEEROF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE.ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH ANAIR-CONTENT CONFORMING TO UBC TABLE 19-A-1. 2.REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60,000 PSI. EXCEPTIONS: BARSSPECIFICALLY NOTED AS SUCH ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. GRADE 60.REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCEMENTCOMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4.92 ARESUBMITTED.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60,000PSI.3.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS ANDOTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3", FORMEDSURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER) = 2",(#5 BARS OR SMALLER) = 1-1/2"4.FIBROUS REINFORCEMENT: POLYPROPYLENE FIBROUS REINFORCEMENT ("FIBERMESH", "GRACEFIBERS", OR EQUIVALENT) SHALL BE USED WHERE NOTED ON THE DRAWINGS. SUBMIT PROPOSEDPRODUCT DATA AND SPECIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FORAPPROVAL. ADD FIBERS TO THE CONCRETE MIX AND FINISH IN STRICT ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS.5.CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS ANDDIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICALDRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGHCONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS,FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETESURFACES.6.BONDING AGENT SHALL BE "CONCRESIVE STANDARD LIQUID" BY MASTER BUILDERS, INC. OREQUIVALENT, AND SHALL BE USED WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE.PLACE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, INCLUDING PREPARATION OFEXISTING SURFACES.7.NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXEDAND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. GROUTSTRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MIN).14C3.1014C3.106"24"12"4"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"18"5-1/2"6"ASPHALT PAVEMENTSLOPE VARIESR=1"7-3/4"CAST-IN-PLACE CONCRETE4" MIN CRUSHED SURFACINGTOP COURSE1'-4"1C3.1036"18" ±24" ±CAST OF CUT SLOTS INTO CURBSLOPE 25 FROM FACE OF CURBPAVEMENT BEYONDCONCRETE VERTICAL CURBSEE DETAIL6"XX-XXADA STALLWIDTH PER PLANSLENGTH PER PLAN2' OC1'1'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 DETAIL17C3.1016C3.102' - 0"5' - 0"2' - 0"GRADEMUST CONTAIN WORDING:"STATE DISABLED PARKINGPERMIT REQUIRED"METAL SIGN; BOLTTO PIPE COLUMNMUST CONFORM TOMUTCD STANDARD R7-87"10"7"6"3"2' - 10"
11"3" WIDE PAINTSTRIPE TRAFFICLINE WHITENOTES:1.PROVIDE SYMBOL IN ALL HANDICAPPEDPARKING STALLS INDICATED ON SITEPLAN.2.PROVIDE SIGN AT ALL HANDICAPPEDPARKING STALL INDICATED ON SITE PLAN.3.SEE STANDARD DETAIL CK-R.43 FOR SIGNINSTALLATION.SECTION A-ACONCRETE WHEEL STOP W/ (1)NO 4 BAR (EACH END)APPLY EPOXY RESIN TOCONTACT SURFACESASPHALT PAVINGEMBED DOWEL6" MINAA
1'
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4"7"3"2'-0"6'-0"1'-0"1'-0"4"2"2"2"5"1"7C3.10NOTES: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 ASPHALTPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:COPYRIGHT 2017BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDCTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:C180040-01PRWAJFFAMILY FIRST COMMUNITY
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RENTON, WA09/06/19NO.DESCRIPTIONDATECall Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)50441STA
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UNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C310PAVING DETAILS
CONNECT TO EXWATER MAIN6" DCVA4" FIRE SERVICE3" WATER SERVICE3" WATER METER12 LF6" DIPFDCCONNECT TO EXWATER MAINCONNECT TO EX GASMAIN (NOT SHOWN INSURVEY. LOCATIONASSUMED.)GAS METERGREASE INTERCEPTORPER MECHANICALEXISTING CASCADEELEMENTARY SCHOOL4" GREASE WASTE10' WATER EASEMENT105 LF 12" DIP18 LF 12" DIP266 LF 12" DIP97 LF 12" DIP81 LF 12" DIP12 LF 3" DIP(1) 22.5° BEND W/THRUST BLOCKING27 LF 4" DIP
31 LF 3" DIP22.5° BEND W/ THRUSTBLOCKING22.5° BEND W/ THRUSTBLOCKING116TH AVE SE
148 LF 12" DIP 17 LF 12" DIP7 LF 12" DIP4'12 LF 6" DIP9 LF 3" DIP40 LF 12" DIP(1) 12" 45° BEND (MJ)W/THRUST BLOCKING(1) 12" 45° BEND (MJ)W/THRUST BLOCKING8 LF 12" DIP(1) 12" 45° BEND (MJ)W/THRUST BLOCKING(1) 12" 45° BEND (MJ)W/THRUST BLOCKINGFIRE HYDRANTEX FIRE HYDRANTPROPOSEDSINGLE PLATPROPERTY LINE168 LF 4" SS @ 1.0%# 8 SSMHRIM=459.75IE=446.20 4"(IN)SIE=446.10 4"(OUT)E# 9 SSMH - 48"RIM=453.58IE=444.50 4"(IN)WIE=444.42 8"EX(IN)NWIE=444.42 8"EX(OUT)SECONNECT TO EX SEWER MAIN7 LF 4" SS @ 1.3%13 LF 4" SS @ 74.4%29 LF 12" DIP25 LF 12" DIPFIRE HYDRANTLegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editASPHALT PAVEMENTCONCRETE PAVEMENT0102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:COPYRIGHT 2017BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDCTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:C180040-01PRWAJFFAMILY FIRST COMMUNITY
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RENTON, WA09/06/19NO.DESCRIPTIONDATECall Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)50441STA
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UNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C400UTILITY PLAN
20Sanitary Sewer Manhole19Sanitary Sewer Cleanout183" Water Meter Installation16Not Used151,500 Gallon Grease Interceptor Vault13Not Used12Not Used11Not Used8Not Used7Not Used6Not Used5Thrust Blocking Sizing Table3Not Used2Not Used1Not Used25"21"CASTING INLANDFDRY OR EQUALADJUSTMENT 4" MINCONEMORTAR JOINTSPRECAST SECTIONSTEPS - 3/4" DEFORMED BARSTEPS SHALL BE INCLUDEDCONCRETE BASELADDER - STD ALUMINUMOR CONCRETE SHELFGALVANIZED STEEL(SAN ONLY)PRECAST BASE SECTIONOR CAST IN SHELF1/2"4'MIN12" TYP48"6" MIN6" MINAS REQUIRED
4"12" MAXMORTARFILLETSANITARYSEWER PIPE2' SQUARE12"CAST IRON COVER ANDRING MARKED "SS"REMOVABLE TEST PLUGFINISH GRADECONCRETEFIBER JOINT FILLER12" Ø DI PIPE45° BENDV
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4'-3"2"2"MAX WS EL= xxx.xx2'-6"
12"
12"
6"1/3 LENGTH2/3 LENGTH11'-2"3'-11"RIM= xxx.xxRIM= xxx.xxRIM= xxx.xx5'-8"1'-0"2'-10"NOTES:1.BEARING AREAS ARE BASED ON 250 PSI TEST PRESSURE AND A SOIL RESISTANCE OF 2,000 PSF. IF WEAK (LESSTHAN 2,000 PSF RESISTANCE) SOIL IS ENCOUNTERED, THE CONTRACTOR SHALL INCREASE THE BEARINGAREAS SHOWN TO PREVENT MOVEMENT UNDER TEST OR OPERATING PRESSURES.2.THE FOLLOWING PRECAUTIONS MUST BE OBSERVED WHEN CONSTRUCTING THRUST BLOCKS:A.BLOCKS MUST BE PORED AGAINST UNDISTURBED SOILB.PIPE JOINT AND BOLTS MUST BE ACCESSIBLEC.CONCRETE SHOULD BE CURED FOR AT LEAST 5 DAYS AN SHOULD HAVE A COMPRESSION STRENGTH OF2,000 LBS AT 28 DAYS.A.BLOCKS MUST BE POSITIONED TO COUNTERACT THE DIRECTION OF THE RESULTANT THRUST FORCE.3.ALL PIPE SHALL BE PROPERLY BEDDED PER STANDARD DETAILSVERTICAL BEND SCHEDULEPLAN-BENDSPLAN-TEESSECTION BENDSPIPE SIZEVBS4"6"11.25°3'-2"2'-3"2'-0"4'-2"2'-11"2'-5"5'-0"3'-8"2'-6"PIPESIZE4"4"6"6"8"8"8"45°45°45°22.5°22.5°22.5°11.25°11.25°4"6"8"3"593270.71.30.40.20.91.22.30.60.31.62.751.413.645° BEND90° BEND22.5° BEND11.25° BENDHYD, TEE, CAPVALVE, PLUGMIN BEARING AREA (SQ FT)= WIDTHxDEPTHVB VB2'-0"
8"WIDTH6" MINWIDTH6" MIN45°'DEPTH18" MIN FOR10" ANDSMALLER PIPECONCRETECOATED SHACKLE RODS(2 @ 45° BEND)2 TURNBUCKLESTHREAD 6"SS
18" MINFLOW
FLOW8" MIN(TYP)18" MIN FLOWFLOWSECURE LADDER TOVAULT WALL AND FLOOR4' - 2" ±4' - 2" ±WELDED ANCHORFLANGE OR MEG-A-LUGREAINER GLAND (TYP)6" BASE OF 1 1/2"WASHED ROCKDRAIN GRATE2" PVC DRAIN TO DAYLIGHT INSTALLAPPROVED SUMP PUMP IFREQUIRED (VAULT MUST STAY DRY)REINFORCED CONCRETEWALL OF VAULTREINFORCED CONCRETEWALL OF VAULT1 - CONCRETE VAULT (4484-LA W/LADDER &DOUBLE DIAMOND PLAT TRAFFIC LID2 - 3" SPOOLS (FL x PE)2 - 3" TEES (FL)2 - 3" BLIND FLANGES W/2" TAP1 - 3" GATE VALVE (FL)1 - 3" BRONZE BASKET STRAINER (FL)1 - 3" SENSUS COMPOUND METER (FL)1 - 3" x 12" SPOOL2 - 3" UNI-FLANGES1 - 3" SILENT CHECK VALVE (GLOBESTYLE)(FL)2 - ADJUSTABLE PIPE SUPPORTSNOTE:METER SUPPLIED BY KING COUNTY WATER DISTRICT 125. CONTRACT TO MAKEAPPLICATION FOR METER WITH WD 125.2" COPPER BY-PASS ASSEMBLY1 - 2" CORP STOP (IP x COMP)(BRASS)2 - 2" 90° BENDS (COMP)(BRASS)1-2" CHECK VALVE (IP)(BRASS)1 - 3/4" BALL VALVE (IP)(BRASS)1 - 2" x 3/4" TEE (IP)(BRASS)12±2" HARD COPPER2 - BRASS NIPPLES (LENGTH AS NEEDED)MISC 2" ADAPTORS (BRASS) SECURE COPPER PIPE TO VAULT WALLPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:COPYRIGHT 2017BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDCTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:C180040-01PRWAJFFAMILY FIRST COMMUNITY
CENTER
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