HomeMy WebLinkAboutP_Honey Dew ES_Safety Upgrades_CCP Plans_240524_v4OWNER:RENTON SCHOOL DISTRICTCAPITAL PLANNING CONSTRUCTION SOUTH TH STREETSEATTLE WA () CONTACT: MI.E CATOMICHAELCATO#RENTONSCHOOLSUSENGINEER:-ACO%SON CONSULTING ENGINEERS S .ING STREET SUITE SEATTLE WA () CONTACT: SASCHA EASTMANSASCHA#-ACO%SONENGINEERSCOMARCHITECTINTEGRUS ARCHITECTURE S MAIN STREET SUITE SEATTLE WA () CONTACT: -OHNN< HONG-HONG#INTEGRUSARCHCOMLEGAL DESCRIPTIONPARCEL A:THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTHWEST 4UARTER OF THENORTHWEST 4UARTER OF SECTION TOWNSHIP NORTHRANGE EAST WILLAMETTE MERIDIAN IN .ING COUNT< WASHINGTON E;CEPT THE WEST FEET THEREOF FOR ROAD AND E;CEPT THE SOUTH FEETTHEREOF CONVE<ED TO THE CIT< OF RENTON FOR PU%LIC ROAD RIGHT OF WA< %<DEED RECORDED UNDER RECORDING NO ANDE;CEPT THAT PORTION THEREOF CONVE<ED TO THE CIT< OF RENTON FOR RIGHT OFWA< PURPOSES %< DEED RECORDED UNDER RECORDINGNO PARCEL %:THE SOUTH FEET OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHWEST4UARTER OF THE NORTHWEST 4UARTER OF SECTION TOWNSHIP NORTH RANGE EAST WILLAMETTE MERIDIAN IN .ING COUNT<WASHINGTON E;CEPT THE WEST FEET THEREOF FOR ROADHONEY DEW ELEMENTARY SCHOOLNW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.GENERAL NOTESCONSTRUCTION SEQUENCE%EFORE AN< CONSTRUCTION ACTIVIT< ARRANGE AND ATTEND PRECONSTRUCTION CONFERENCES WITHCIT< OF RENTON AND -ACO%SON CONSULTING ENGINEERSCOMPL< WITH CONSTRUCTION PHASING RE4UIREMENTS IDENTIFIED IN DRAWINGS ANDSPECIFICATIONSPROVIDE TEMPORAR< AND INTERIM MEASURES RE4UIRED FOR E;ECUTION OF THE WOR.VERIF< VERTICAL AND HORI=ONTAL LOCATIONS OF ALL E;ISTING UNDERGROUND UTILITIES CONTACTALL UTILIT< COMPANIES OR PROVIDERS THAT MA< %E AFFECTED %< THE PROPOSED CONSTRUCTIONCALL AND UTILI=E PRIVATE LOCATING COMPAN< ALONG THE ENTIRE WOR. AREAPROVIDE CATCH %ASIN PROTECTION AND OTHER APPROPRIATE TESC MEASURES INCLUDING STRAWWATTLES ETC COORDINATE WITH .ING COUNT< INSPECTOR%AC.FILL AND COMPACT TRENCH PATCH AND RESTORE SITE PER PLANSINSTALL ALL NEW PAVING LANDSCAPING AND SITE STA%ILI=ATIONCONTACT DESIGN ENGINEER AND CIT< SO THE< CAN PUNCH LIST THE SITE ADDRESS PUNCH LISTITEMS AS RE4UIREDSAFETY UPGRADESBID DOCUMENTS
C< FOR REMOVAL OF OF SOD ORGANICSAND DE%RIS FROM E;ISTING ATHLETIC FIELD
C< FOR IMPORT OF OF SAND AND SODFOR FIELD AND OF INFIELD MATERIAL (NE CORNERINFIELD ONL<)NOTE:THE 4UANTITIES SHOWN ARE PRELIMINAR< ESTIMATESONL< AND INTENDED FOR MUNICIPAL PERMITTING ANDREVIEW FEES THE CONTRACTOR SHALL IGNORE THESE4UANTITIES THE< ARE E;CLUDED FROM THE %IDDOCUMENT INFORMATION THESE VOLUMES SHALL NOT%E USED %< THE CONTRACTOR AS A %ASIS FOR AN<CONTRACTUAL INFORMATION THE CONTRACTOR SHALLPREPARE THEIR OWN EARTHWOR. 4UANTITIES %ASEDON THE INFORMATION PROVIDED IN THE CONTRACTDOCUMENTS INCLUDING %UT NOT LIMITED TODRAWINGS SPECIFICATIONS AND THE GEOTECHNICALREPORTEARTHWORK QUANTITIESE;CAVATION
C<FILL
C<TOTAL EARTHWOR. C<THE CONTRACTOR SHALL TA.E REASONA%LE PRECAUTIONS AND E;ERCISE SOUND ENGINEERING ANDCONSTRUCTION PRACTICES IN CONDUCTING THE WOR. THE CONTRACTOR SHALL PROTECT E;ISTINGPU%LIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION IF E;ISTING UTILITIES AREDAMAGED THE CONTRACTOR SHALL IMMEDIATEL< NOTIF< THE UTILIT< PURVE<OR OWNER AND THEENGINEER THE CONTRACTOR SHALL RESTORE THE UTILIT< TO ITS E;ISTING CONDITION (WSDOT SEC APWA SUPPLEMENT) THE CONTRACTOR IS RESPONSI%LE FOR THE MEANS AND THE METHODSOF CONSTRUCTION FOR WOR. SHOWN ON THESE PLANSALL E;CAVATION TRENCHING SU%GRADE PREPARATION FILL PLACEMENT AND ALL SOIL WOR. INGENERAL SHALL %E CONDUCTED IN COMPLIANCE WITH THE CIT< OF RENTON STANDARDSCONTRACTOR SHALL %E RESPONSI%LE FOR HIRING A PROFESSIONAL LAND SURVE<OR TO REFERENCEE;ISTING MONUMENTS ON OR AD-OINING ESTA%LISHED SAID POINTS AT PRO-ECT COMPLETION THISREESTA%LISHMENT SHALL %E DOCUMENTED %< RECORD OF SURVE< PREVIOUS TO DEMOLITION ORCONSTRUCTION AND TO RECORNER RECORD AS DESCRI%ED IN WAC CONTRACTOR SHALL MAINTAIN A FOOT MINIMUM HORI=ONTAL CLEARANCE FROM THE WATER MAINAND OTHER UTILITIES (LH GAS CA%LE POWER ETC) IF SAID CLEARANCE CANNOT %E MAINTAINEDCONTACT ENGINEER FOR APPROVAL AND RECORD E;ACT MEASUREMENTS OF THE UTILIT< LINES ON THEAS%UILT DRAWINGS A FOOT MINIMUM HORI=ONTAL CLEARANCE MUST %E MAINTAINED %ETWEENWATER MAIN AND SANITAR< SEWERSCHEDULE WITH CIT< AND OWNER ( HOURS MINIMUM NOTICE FOR WATER MAIN SHUT DOWN ON THESCHOOL SITE) INSTALL CIT< STANDARD TESTING CONNECTION ON NEW WATER MAIN FOLLOWINGCOMPLETION OF NEW WATER S<STEM CONSTRUCTION TESTING AND ACCEPTANCE %< THE CIT<REMOVE TESTING CONNECTION AND INSTALL SEGMENT OF DI PIPE LENGTH TO SUIT WITH TWO LONGPATTERN SLEEVES INSTALLATION AND CONNECTION TO E;ISTING WATER S<STEM SHALL %E WITH CIT< INSPECTIONUNDERGROUND UTILITIES ARE SHOWN IN THE APPRO;IMATE LOCATION THERE IS NOT A GUARANTEETHAT ALL UTILIT< LINES ARE SHOWN OR THAT THE LOCATION SI=E AND MATERIAL IS ACCURATE THECONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS INTERFERENCE
S ORCONNECTIONS OCCUR PRIOR TO TRENCHING OR E;CAVATION FOR AN< PIPE OR STRUCTURES TODETERMINE ACTUAL LOCATIONS SI=E AND MATERIAL THE CONTRACTOR SHALL MA.E THE APPROPRIATEPROVISION FOR PROTECTION OF SAID FACILITIES THE CONTRACTOR SHALL NOTIF< ONE CALL AT AND ARRANGE FOR PU%LIC AND PRIVATE FIELD LOCATION OF E;ISTING FACILITIES %EFORECONSTRUCTIONSCHEDULE WITH CIT< ( HOURS MINIMUM NOTICE) FOR WATER METER SHUTOFF AND TO RETIREMETERSPROJECT NOTESVICINITY MAPALL WOR. SHALL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FORCIT< OF RENTON A COP< OF THESE DOCUMENTS SHALL %E ON SITE DURING CONSTRUCTIONA COP< OF THE APPROVED PLANS MUST %E ON SITE WHENEVER CONSTRUCTION IS IN PROGRESSERRORS AND OMISSIONS ON THE PERMITTED PLANS MUST %E CORRECTED %< THE ENGINEER ANDAPPROVED %< THE CIT< OF RENTONALL PERMITS RE4UIRED FOR WOR. WITHIN THE PU%LIC RIGHT OF WA< MUST %E O%TAINED %< THECONTRACTOR PRIOR TO THE START OF CONSTRUCTIONPRIOR TO THE START OF CONSTRUCTION WITHIN THE RIGHT OF WA< THE CONTRACTOR SHALLSCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CIT< OF RENTON THE OWNERRECORD ENGINEER CONTRACTOR AND DESIGNATED SU%CONTRACTORS SHALL %E PRESENT AT THEPRECONSTRUCTION MEETINGE;ISTING PAVED SURFACES INCLUDING ROADWA<S SIDEWAL.S AND CUR%S THAT ARE DAMAGED %<NEW CONSTRUCTION SHALL %E REPAIRED AS RE4UIRED %< CIT< OF RENTON AND THEIR INSPECTORSALL DAMAGE TO CIT< INFRASTRUCTURE CAUSED %< THE CONSTRUCTION SHALL %E REPAIRED ASRE4UIRED %< THE CIT< OF RENTONTHE APPROVED PLANS SHOW THE APPRO;IMATE AREA OF PAVEMENT RESTORATION %ASED ON THEDEPTH OF UTILIT< CUTS ANDOR THE AREA OF CUR% ANDOR PAVEMENT TO %E REMOVED ANDREPLACED THE ACTUAL LIMITS OF THE PAVEMENT RESTORATION SHALL %E DETERMINED IN THE FIELD%< THE CIT< OF RENTON INSPECTORS PRIOR TO THE PAVEMENT RESTORATION SURVE<ING AND STA.ING OF ALL IMPROVEMENTS IN THE PU%LIC RIGHT OF WA< SHALL %E COMPLETEDPRIOR TO CONSTRUCTION SURVE< CUT SHEETS MUST %E COORDINATED WITH CIT< OF RENTONINSPECTORS AT LEAST DA<S PRIOR TO CONSTRUCTIONIF AN E;ISTING CUR% IS TO %E REMOVED AND REPLACED IN THE SAME LOCATION THE CONTRACTORSHALL PROVIDE THE CIT< OF RENTON INSPECTOR A PLAN WITH E;ISTING FLOW LINE AND TOP OF CUR%ELEVATIONS IDENTIFIED PERMITTEE TO STA.E THE LOCATION OF THE E;ISTING CUR% PRIOR TODEMOLITIONTHE CONTRACTOR SHALL %E RESPONSI%LE FOR REFERENCING AND REPLACING ALL MONUMENTS THATMA< %E DISTUR%ED DESTRO<ED OR REMOVED %< THE PRO-ECT AND SHALL FILE AN APPLICATION FORPERMIT TO REMOVE OR DESTRO< A SURVE< MONUMENT WITH THE WASHINGTON STATE DEPARTMENTOF NATURAL RESOURCES PURSUANT TO RCW ()THE CONTRACTOR SHALL SU%MIT ALL APPLICA%LE DOCUMENTS AS RE4UIRED PER THE CIT< OF RENTONDESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS PRIOR TO CONSTRUCTION A MATERIALSOURCE FORM FOR ALL MATERIALS TO %E PLACED IN THE RIGHT OF WA< AND MI; DESIGNS FOR ALLASPHALT CONCRETE AND AGGREGATES TO %E PLACED IN THE RIGHT OF WA< MUST %E SU%MITTED TOTHE CIT< OF RENTON FOR REVIEW AND APPROVAL PRIOR TO %EGINNING CONSTRUCTIONTHE CONTRACTOR SHALL NOTIF< THE .ING COUNT< FIRE PROTECTION DISTRICT NO AT LEASTTWENT<FOUR () HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS H<DRANT SHUTOFFSAND STREET CLOSURES OR OTHER ACCESS %LOC.AGE THE CONTRACTOR SHALL ALSO NOTIF< THE FIREDISTRICT OF ALL NEW RELOCATED OR ELIMINATED H<DRANTS RESULTING FROM THIS WOR.THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTIONTHE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE () AT LEAST HOURS PRIOR TO CONSTRUCTIONTHE CONTRACTOR SHALL CONTACT A PRIVATE UTILIT< LOCATOR FOR ALL ONSITE WOR. ON THE PRO-ECTAND AD-ACENT PRIVATE PROPERTIES AT LEAST HOURS PRIOR TO CONSTRUCTIONIT IS THE SOLE RESPONSI%ILIT< OF THE CONTRACTOR TO VERIF< THE ACCURAC< OF ALL UTILIT<LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID AN< OTHER UTILITIES NOT SHOWN WHICHMA< %E AFFECTED %< THE IMPLEMENTATION OF THIS PLAN THIS MA< INCLUDE %UT IS NOT LIMITED TOPOTHOLE E;CAVATION AND OTHER MEANS AND METHODSTHE CONTRACTOR SHALL AD-UST ALL E;ISTING AND PROPOSED MANHOLE RIMS DRAINAGE STRUCTURELIDS VALVE %O;ES AND UTILIT< ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED %<THE PROPOSED IMPROVEMENTS THIS INCLUDES AS RE4UIRED DURING PHASING TO ACCOMMODATEINTERIM AND FINAL GRADING UTILIT< SERVICE CONNECTIONS SHOWN ON THE PLANS RE4UIRE SEPARATE PERMITS FROM THE CEDARRIVER WATER AND SEWER DISTRICT AND ARE TO %E O%TAINED %< THE CONTRACTOR AND ARE NOTCOORDINATED %< OR O%TAINED %< .ING COUUNT< DPERTHE CONTRACTOR SHALL PROVIDE FOR ALL TESTING AS RE4UIRED %< THE CIT< OF RENTON INSPECTOR%AC.FILL MATERIAL USED IN PU%LIC RIGHTOFWA< SHALL MEET STANDARD SPECIFICATIONS ANDSHALL %E APPROVED %< THE CIT< OF RENTONINSPECTION AND ACCEPTANCE OF ALL WOR. IN THE PU%LIC RIGHTOFWA< SHALL %E DONE %<REPRESENTATIVES OF CIT< OF RENTON IT SHALL %E THE CONTRACTORS RESPONSI%ILIT< TOCOORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICETHE CIT< OF RENTON INSPECTOR MA< RE4UIRE REMOVAL AND RECONSTRUCTION OF AN< ITEMS PLACEDIN THE RIGHT OF WA< THAT DO NOT MEET COUNT< STANDARDS OR THAT WERE CONSTRUCTED WITHOUTAPPROPRIATE INSPECTIONSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORAR< EROSION CONTROL AND SEDIMENTATIONCOLLECTION FACILITIES TO ENSURE THAT SEDIMENTLADEN WATER DOES NOT ENTER THE NATURAL ORPU%LIC DRAINAGE S<STEM AS CONSTRUCTION PROGRESSES AND UNE;PECTED (SEASONAL)CONDITIONS DICTATE ADDITIONAL CONTROL FACILITIES MA< %E RE4UIRED DURING THE COURSE OFCONSTRUCTION IT SHALL %E THE O%LIGATION AND RESPONSI%ILIT< OF THE CONTRACTOR TO ADDRESSAN< NEW CONDITIONS THAT MA< %E CREATED %< THE CONTRACTORS ACTIVITIES AND TO PROVIDEADDITIONAL FACILITIES THAT MA< %E NEEDED TO PROTECT AD-ACENT PROPERTIESTHE CONTRACTOR SHALL .EEP ALL PAVED SURFACES IN THE RIGHT OF WA< CLEAN %< SWEEPING USEVACUUM T<PE SWEEPERCARE SHALL %E E;ERCISED WHEN E;CAVATING NEAR E;ISTING CHARGED WATER MAINSALL UTILIT< CROSSINGS NOTED AS ASSUMED ARE UN.NOWN DURING DESIGN THE UN.NOWNELEVATIONS AND LOCATIONS MUST %E VERIFIED PRIOR TO AN< UTILIT< CONSTRUCTION ELEVATIONSTHAT DIFFER FROM ASSUMED ELEVATION SHALL %E FORWARDED TO THE CIVIL ENGINEER FOR REVIEWCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESCOVER SHEETADDRESS: UNION AVE NERENTON WA PARCEL AREA: SF OR AC (APN ) SF OR AC (APN )SITE INFORMATIONR-424301 OF FSITE PREPERATION PLAN OF FSITE PREPERATION PLAN OF FSITE PREPARATION DETAILS OF FLA<OUT PLAN OF FLA<OUT PLAN OF FGRADING AND DRAINAGE PLAN OF FIRRIGATION PLAN OF FT<PICAL SECTIONS OF FFENCE DETAILS OF FSITE DETAILSSheet List Table OF CCOVER SHEET OF CNOTES SHEET OF COVERALL DEMOLITION TESC PLAN OF CDEMOLITION TESC PLAN OF CDEMOLITION TESC PLAN OF CTESC DETAILS OF COVERALL GRADING PAVING PLAN OF CGRADING PAVING PLAN OF CGRADING PAVING PLAN OF CPAVING DETAILS OF CPAVING DETAILS OF CPAVING DETAILS OF CSITE DETAILS OF CSITE DETAILS
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESNOTES SHEETTHE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL %E INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ( ESC) PLAN SET ALL THE NOTES ON THE LIST MA<NOT PERTAIN TO EVER< PRO-ECT THE APPLICANT OR OWNER HERE%< REFERRED TO AS APPLICANT MA< STRI.E OUT IRRELEVANT NOTES IF NOT APPLICA%LE TO THE PRO-ECTHOWEVER THE APPLICANT SHALL NOT RENUM%ER NOR EDIT THE REMAINING NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS THE< SHALL %E ADDED AFTERTHE ESC STANDARD PLAN NOTES%EFORE AN< CONSTRUCTION OR DEVELOPMENT ACTIVIT< OCCURS A PRE CONSTRUCTION MEETING SHALL %E HELD AMONG THE CIT< OF RENTON HERE%< REFERRED TO AS THECIT< THE APPLICANT AND THE APPLICANT
S CONTRACTORTHE APPLICANT IS RESPONSI%LE FOR O%TAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOG< (ECOLOG<) CONSTRUCTION STORMWATER GENERAL PERMIT IF IT ISRE4UIRED FOR THE PRO-ECT THE APPLICANT SHALL PROVIDE THE CIT< COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOG< ASSOCIATED WITH THE CONSTRUCTIONSTORMWATER GENERAL PERMITTHE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SE4UENCE DETAILING THE ORDERED STEPS THAT SHALL %E FOLLOWED FROM CONSTRUCTION COMMENCEMENT TOPOST PRO-ECT CLEANUP IN ORDER TO FULFILL PRO-ECT ESC RE4UIREMENTSTHE %OUNDARIES OF THE CLEARING LIMITS SENSITIVE AREAS AND THEIR %UFFERS AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRI%ED ON THEPLAN( S) SHALL %E CLEARL< DELINEATED %< FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDI; D OF THE CIT< OF RENTON SURFACE WATER DESIGN MANUAL( RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION DURING THE CONSTRUCTION PERIOD NO DISTUR%ANCE %E<OND THE CLEARING LIMITS SHALL %E PERMITTED THECLEARING LIMITS SHALL %E MAINTAINED %< THE APPLICANT ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTIONSTA%ILI=ED CONSTRUCTION ENTRANCES SHALL %E INSTALLED AT THE %EGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PRO-ECT ADDITIONALMEASURES SUCH AS CONSTRUCTED WHEEL WASH S<STEMS OR WASH PADS MA< %E RE4UIRED TO ENSURE THAT ALL PAVED AREAS ARE .EPT CLEAN AND TRAC. OUT TO ROADRIGHT OF WA< DOES NOT OCCUR FOR THE DURATION OF THE PRO-ECT IF SEDIMENT IS TRAC.ED OFFSITE PU%LIC ROADS SHALL %E CLEANED THOROUGHL< AT THE END OF EACHDA< OR MORE FRE4UENTL< DURING WET WEATHER AS NECESSAR< TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATEWASHOUT FROM CONCRETE TRUC.S SHALL %E PERFORMED OFF SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONL< DO NOT WASH OUT CONCRETE TRUC.S ONTO THEGROUND OR TO STORM DRAINS OR OPEN DITCHES ON SITE DUMPING OF E;CESS CONCRETE SHALL ONL< OCCUR IN DESIGNATED CONCRETE WASHOUT AREASWASHOUT AREAS ALL RE4UIRED ESC %MPS SHALL %E CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND OR CONSTRUCTION TO PREVENT TRANSPORTATION OFSEDIMENT TO SURFACE WATER DRAINAGE S<STEMS AND AD-ACENT PROPERTIES ALL ESC %MPS SHALL %E MAINTAINED IN A SATISFACTOR< CONDITION UNTIL SUCH TIME THATCLEARING AND OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON SITE EROSION HAS PASSED ALL ESC %MPS SHALL %E REMOVED AFTER CONSTRUCTION IS COMPLETEDAND THE SITE HAS %EEN STA%ILI=ED TO ENSURE POTENTIAL FOR ON SITE EROSION DOES NOT E;IST THE IMPLEMENTATION MAINTENANCE REPLACEMENT ENHANCEMENT ANDREMOVAL OF ESC %MPS SHALL %E THE RESPONSI%ILIT< OF THE APPLICANTAN< HA=ARDOUS MATERIALS OR LI4UID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL %E DISPOSED OF PROPERL< THE ESC %MPS DEPICTED ON THIS DRAWING ARE INTENDED TO %E MINIMUM RE4UIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES ANDUNE;PECTED OR SEASONAL CONDITIONS DICTATE THE APPLICANT SHALL ANTICIPATE THAT MORE ESC %MPS WILL %E NECESSAR< TO ENSURE COMPLETE SILTATION CONTROL ONTHE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION IT SHALL %E THE O%LIGATION AND RESPONSI%ILIT< OF THE APPLICANT TO ADDRESS AN< NEW CONDITIONS THATMA< %E CREATED %< THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC %MPS OVER AND A%OVE MINIMUM RE4UIREMENTS AS MA< %E NEEDED TO PROTECT AD-ACENTPROPERTIES AND WATER 4UALIT< OF THE RECEIVING DRAINAGE S<STEMAPPROVAL OF THIS PLAN IS FOR ESC ONL< IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN SI=E NOR LOCATION OF PIPES RESTRICTORS CHANNELS ORSTORMWATER FACILITIESAN< DEWATERING S<STEM NECESSAR< FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL %E SU%MITTED TO THE CIT< FOR REVIEW AND APPROVALAN< AREAS OF E;POSED SOILS INCLUDING ROADWA< EM%AN.MENTS THAT WILL NOT %E DISTUR%ED FOR TWO DA<S DURING THE WET SEASON ( OCTO%ER ST THROUGH APRILTH) OR SEVEN DA<S DURING THE DR< SEASON ( MA< ST THROUGH SEPTEM%ER TH) SHALL %E IMMEDIATEL< STA%ILI=ED WITH THE APPROVED ESC COVER METHODS ( EGSEEDING MULCHING PLASTIC COVERING ETC) IN CONFORMANCE WITH APPENDI; D OF THE RENTON SWDMWET SEASON ESC RE4UIREMENTS APPL< TO ALL CONSTRUCTION SITES %ETWEEN OCTO%ER ST AND APRIL TH UNLESS OTHERWISE APPROVED %< THE CIT<AN< AREA NEEDING ADDITIONAL ESC MEASURES NOT RE4UIRING IMMEDIATE ATTENTION SHALL %E ADDRESSED WITHIN SEVEN ( ) DA<STHE ESC %MPS ON INACTIVE SITES SHALL %E INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN HOURS FOLLOWING A STORM EVENT INSPECTION ANDMAINTENANCE SHALL OCCUR MORE FRE4UENTL< AS RE4UIRED %< THE CIT<%EFORE COMMENCEMENT OF AN< CONSTRUCTION ACTIVIT< CATCH %ASIN INSERTS PER THE CIT< STANDARD PLAN SHALL %E PROVIDED FOR ALL STORM DRAIN INLETSDOWNSLOPE AND WITHIN FEET OF A DISTUR%ED OR CONSTRUCTION AREA UNLESS THE RUNOFF THAT ENTERS THE INLET WILL %E CONVE<ED TO A SEDIMENT POND OR TRAPALL CATCH %ASIN INSERTS SHALL %E PERIODICALL< INSPECTED AND REPLACED AS NECESSAR< TO ENSURE FULL< FUNCTIONING CONDITIONAT NO TIME SHALL SEDIMENT ACCUMULATION E;CEED OF THE CAPACIT< OF THE CATCH %ASIN SUMP ALL CATCH %ASINS AND CONVE<ANCE LINES SHALL %E CLEANED PRIORTO PAVING THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM S<STEMAN< PERMANENT STORMWATER FACILIT< LOCATION USED AS A TEMPORAR< SETTLING %ASIN SHALL %E MODIFIED WITH THE NECESSAR< ESC %MPS AND SHALL PROVIDE ADE4UATESTORAGE CAPACIT< IF THE TEMPORAR< FACILIT< IS TO ULTIMATEL< FUNCTION AS AN INFILTRATION S<STEM IN ITS PERMANENT STATE THE TEMPORAR< FACILIT< SHALL %E ROUGHGRADED SO THAT THE %OTTOM AND SIDES ARE AT LEAST THREE FEET A%OVE THE FINAL GRADE OF THE PERMANENT FACILIT< AREAS DESIGNATED ON THE PLAN( S) CONTAINING E;ISTING STORMWATER FACILITIES OR ON SITE %MPS ( AMENDED SOILS %IORETENTION PERMEA%LE PAVEMENT ETC) SHALL%E CLEARL< FENCED AND PROTECTED USING ESC %MPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTIONPRIOR TO THE %EGINNING OF THE WET SEASON ( OCTO%ER ST) ALL DISTUR%ED AREAS SHALL %E INSPECTED TO IDENTIF< WHICH ONES SHALL %E SODDED OR SEEDED INPREPARATION FOR THE WINTER RAINS DISTUR%ED AREAS SHALL %E SODDED OR SEEDED WITHIN ONE WEE. OF THE %EGINNING OF THE WET SEASON AN E;HI%IT OF THOSEAREAS TO %E SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL %E SU%MITTED TO THE CIT< FOR REVIEWPRIOR TO FINAL CONSTRUCTION ACCEPTANCE THE PRO-ECT SITE SHALL %E STA%ILI=ED TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE PRO-ECT SITE ALL ESC %MPSSHALL %E REMOVED AND STORMWATER CONVE<ANCE S<STEMS FACILITIES AND ON SITE %MPS SHALL %E RESTORED TO THEIR FULL< FUNCTIONING CONDITION ALL DISTUR%EDAREAS OF THE PRO-ECT SITE SHALL %E VEGETATED OR OTHERWISE PERMANENTL< STA%ILI=ED AT A MINIMUM DISTUR%ED AREAS SHALL %E SODDED OR SEEDED AND MULCHEDTO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTL< AFTER FINAL APPROVAL MULCH WITHOUT SEEDING IS ADE4UATE FOR AREAS TO %E LANDSCAPED %EFORE OCTO%ERSTROC.ERIES ARE CONSIDERED TO %E A METHOD OF %AN. STA%ILI=ATION AND EROSION CONTROL ROC.ERIES SHALL NOT %E CONSTRUCTED TO SERVE AS RETAINING WALLS ALLROC.ERIES IN CIT< ROAD RIGHTS OF WA< SHALL %E CONSTRUCTED IN ACCORDANCE WITH CIT< STANDARDS ROC.ERIES OUTSIDE OF ROAD RIGHTS OF WA< SHALL %ECONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL %UILDING CODECITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTESNW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESBID DOCUMENTSR-424302
TTTTTTN.E. 8TH STREET(60' PUBLIC RIGHT-OF-WAY)UNION AVENUE(60' PUBLIC RIGHT-OF-WAY)BREMERTON AVE N.E.ΔSW SWSWSWSWg. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RSCALE 1"=50'NW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C101C102EXISTING ATHLETIC FIELDEXISTINGENTRY/EXITEXISTINGCLASSROOMBUILDINGEXISTING DROP-OFFAND PICK-UPDRIVEWAYEXISTING EXITEXISTING PORTABLECLASSROOM BUILDINGS (TYP)EXISTING STAFF ANDVISITOR PARKING LOTTAX PARCEL # 1023059121TAX PARCEL # 1023059007CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000INSTALL CATCH %ASINPROTECTION (T<P)SEE DETAILCPROTECT E; FT HIGHCHAINLIN. FENCE TOREMAIN AND %E REUSEDSEE SHEET CPROTECT E; CONCRETEMOW STRIP ANDCHAINLIN. FENCING TOREMAIN (T<P)PROTECT E; FTHIGH CHAINLIN.%AC.STOP FENCINGTO REMAIN (T<P)PROTECT E;DUGOUTS TOREMAIN (T<P)INSTALL SILTFENCE (T<P)SEE DETAILINSTALL SILTFENCE (T<P)SEE DETAILDEMOLISH AND REMOVEPORTION OF E; FTHIGH CHAINLIN. FENCESEE SHEET CHONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESOVERALL DEMOLITION & T.E.S.C. PLANIPIPIPIPIPIPIPIPIPIPIPPROTECT E;CATCH %ASIN TOREMAIN (T<P)EXISTINGPARKING LOTSREMOVE EXSPEED BUMBEXISTING ATHLETIC FIELD WITH UNDERDRAINSTORM SYSTEM TO BE RECONDITIONED WITHTOP 3.5" OF SOD, ORGANICS, AND DEBRIS TOBE STRIPPED AND REMOVED THEN PLACING 3"OF SAND AND 3/4" SOD. EXISTINGUNDERDRAIN PIPES AND 9.25" TO 11"SECTION BELOW OF ROOT ZONE MIX ANDSAND TO REMAIN WITH SUB-GRADE NOTBEING DISTURBED. SEE FIELD PLANS (F-SERIESSHEETS).CCLEGENDREMOVE TREE(S)SAWCUT LINEREMOVE CUR%INGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERT< LINETREE PROTECTIONINLET PROTECTIONIPSTRAW WATTLESWFILTER FA%RIC FENCINGR-424303
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N.E. 8TH STREET
(60' PUBLIC RIGHT-OF-WAY)UNION AVENUE(60' PUBLIC RIGHT-OF-WAY)ΔSAWCUT AND REMOVE PORTION OF E;CONCRETE SIDEWAL. AS RE4UIRED TOINSTALL NEW SECURIT< %OLLARDS(T<P UNLESS OTHERWISE NOTED)SEE SHEET CPROTECT E; MAINSCHOOL ENTRANCECANOP< AND COLUMNSSWSWSWSWSWSWSWSWSWSWIPINSTALL TREEPROTECTION (T<P)SEE DETAILCINSTALL CATCH %ASINPROTECTION (T<P)SEE DETAILCINSTALL STRAWWATTLE (T<P)SEE DETAILSAWCUT AND REMOVEE; FT WIDE STRIPS OFCONCRETE AND REPLACEWITH NEW TRUNCATEDDOME STRIPPROTECT E;TRENCH DRAINTO REMAINPROTECT E;TRENCH DRAINTO REMAINPROTECT E;LOADUNLOADSIGN AND POSTPROTECT E;LOADUNLOADSIGN AND POSTREMOVE E; CONCRETEWHEEL STOPS ( TOTAL)TAX PARCEL # 1023059121TAX PARCEL # 1023059007
SAWCUT AND REMOVEE; ADA RAMP AND CUR%SEE SHEET CDEMOLISH ANDREMOVE E; CHAINLIN.FENCE AND CONCRETEMOW STRIPSEE SHEET CDEMOLISH AND REMOVEE; CHAINLIN. FENCESEE SHEET CDEMOLISH AND REMOVEPORTION OF E; FTHIGH CHAINLIN. FENCESEE SHEET CSAWCUT ANDREMOVE PORTIONOF E; CONCRETESIDEWAL.g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RSCALE 1"=20'LEGENDREMOVE TREE(S)SAWCUT LINEREMOVE CUR%INGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERT< LINETREE PROTECTIONINLET PROTECTIONIPSTRAW WATTLESWNW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.MATCHLINE - SEE SHEET C102CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESDEMOLITION & T.E.S.C. PLANR-424304
N.E. 8TH STREET
(60' PUBLIC RIGHT-OF-WAY)SAWCUT AND REMOVE E;MONOLITHIC CONCRETE CUR%AND SIDEWAL. AND ADA RAMPTO NEAREST -OINT SEE SHEETC FOR IMPROVEMENTSREMOVE ADA PAR.INGAND REFUGE STRIPINGPAVEMENT MAR.INGSPAR.ING STALLS DONOT MEET ADA CODEREMOVE E;SPEED %UMPSAWCUT AND REMOVE E;MONOLITHIC CONCRETE CUR% ANDSIDEWAL. TO NEAREST -OINT TOINSTALL NEW ADA RAMP SEESHEET C FOR IMPROVEMENTSPROTECT E; CONCRETEWHEEL STOPS TO REMAINUNLESS OTHERWISE NOTEDPROTECT E; FTHIGH CHAINLIN.FENCE (T<P)REMOVE E; CONCRETEWHEEL STOPS ( TOTAL)REMOVE E; PAR.ING STALLLINES FOR PAR.ING SPACES TO%E REVISED SEE SHEET CIPDEMOLISH AND REMOVEPORTION OF E; FTHIGH CHAINLIN. FENCESEE SHEET CDEMOLISH AND REMOVEE; CHAINLIN. FENCESEE SHEET CPROTECT E; ELECTRICALCA%INET AND VAULTS TO REMAINPROTECT E; CONCRETEMOW STRIP AND CHAINLIN.FENCING TO REMAIN (T<P)PROTECT E; DUGOUTSTO REMAIN (T<P)PROTECT E; FT HIGHCHAINLIN. %AC.STOPFENCING TO REMAIN (T<P)SWSWSWSWSWSW
INSTALL STRAWWATTLE (T<P)SEE DETAILINSTALL CATCH %ASINPROTECTION (T<P)SEE DETAILCE;ISTING ATHLETIC FIELD WITH UNDERDRAIN STORMS<STEM TO %E RECONDITIONED WITH TOP OFSOD ORGANICS AND DE%RIS TO %E STRIPPED ANDREMOVED THEN PLACING OF SAND AND SODE;ISTING UNDERDRAIN PIPES AND TO SECTION %ELOW OF ROOT =ONE MI; AND SAND TOREMAIN WITH SU%GRADE NOT %EING DISTUR%EDSEE FIELD PLANS (FSERIES SHEETS)INSTALL SILT FENCEAROUND PERIMETER OFFIELD PER SHEET C (T<P)SEE DETAILCNOTE:ALL CHANGES TO PARKINGLOT STRIPING REQUIRES ABUILDING PERMITg. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RSCALE 1"=20'LEGENDREMOVE TREE(S)SAWCUT LINEREMOVE CUR%INGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERT< LINETREE PROTECTIONINLET PROTECTIONIPSTRAW WATTLESWNW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.MATCHLINE - SEE SHEET C101CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESDEMOLITION & T.E.S.C. PLANR-424305
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADEST.E.S.C. DETAILSNot Used5NTSNot Used1NTSSilt Fence6NTS
FENCE LINE POST (T<P) INCH DTOP RAIL INCH ODSTRETCHER%AR%RACE RAILAND CA%LE INCH ODTRUSS ROD DIAW TENSION DEVICETENSION WIRECONCRETE %LOC.STD WGT GALVANI=EDCORNER POST WIRE ROPE PROVIDE SECUREEND ATTACHMENT AT CORNER ANDGATE POSTS AND PROVIDE RUNNINGATTACHMENT AT LINE POSTS ANDNEAR CENTER OF EACH FENCE PANELInlet Protection7NTSR-424306Construction Fencing9NTS
POST HEIGHT
POST %URIAL DEPTHA MINIMUM FOOT HIGH TEMPORAR< FENCE MUST %E PLACED AT THE DRIP LINE OF TREES PRIOR TOTHE COMMENCEMENT OF CLEARING OR EARTHWOR. NOTIF< THE CLEARING AND GRADINGINSPECTOR TO GET %OTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES ANDTEMPORAR< PROTECTION FENCING AROUND TREES TO %E SAVED PER THE APPROVED CLEARING ANDGRADING PLANNO STOC.PILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OFTHE TEMPORAR< FENCING FILLING E;CAVATION AND CLEARING MUST %E ACCOMPLISHED %< HANDMETHODS ONL<ROOTS OF TREES TO %E SAVED WHICH ARE DAMAGED DURING CONSTRUCTION MUST %E TREATED INTHE FOLLOWING WA<: FOR DAMAGED ROOTS OVER IN DIAMETER MA.E A CLEAN STRAIGHT CUTTO REMOVE THE DAMAGED PORTION OF THE ROOT ALL E;POSED ROOTS WILL %E TEMPORARIL<COVERED WITH DAMP %URLAP OR WOOD SHAVINGS TO PREVENT DR<ING AND COVERED WITH EARTHAS SOON AS POSSI%LESEE TREE PROTECTION AND TESC PLANS FOR LOCATION OF E;ISTING TREES TO RECEIVE TEMPORAR<FENCINGSEE SPECIFICATIONS FOR PRUNING WATERING AND OTHER MAINTENANCE RE4UIREMENTSNOTES:METAL SUPPORTPOST
ONCENTER SPACINGMIN
HEIGHT%ARRICADE FENCING (ORANGECONSTRUCTION FENCE) MIN
HEIGHT SURROUND TREE ORGROUP OF TREES AT DRIP LINEOR AS SHOWN ON PLANSDRIPLINE
DRIPLINE
Tree Protection Fencing11NTSStraw Wattles8NTS
TTTTTTN.E. 8TH STREET(60' PUBLIC RIGHT-OF-WAY)UNION AVENUE(60' PUBLIC RIGHT-OF-WAY)BREMERTON AVE N.E.Δg. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RSCALE 1"=50'C201C202HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESOVERALL GRADING & PAVING PLANCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000 NW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.EXISTING ATHLETIC FIELDEXISTINGENTRY/EXITEXISTINGCLASSROOMBUILDINGEXISTINGPARKING LOTSEXISTING DROP-OFFAND PICK-UPDRIVEWAYEXISTING EXITEXISTING PORTABLECLASSROOM BUILDINGS (TYP)EXISTING STAFF ANDVISITOR PARKING LOTTAX PARCEL # 1023059121TAX PARCEL # 1023059007NEW FT HIGHCHAINLIN. FENCEPER FIELD PLANS(FSERIES SHEETS) OF NEW INFIELD MI; TO %EIMPORTED TO REPAIR NECORNER INFIELD ONL< SEEFIELD PLANS (FSERIES SHEETS)PROTECT E; FT HIGH CHAINLIN.FENCE TO REMAIN AND HAVE NEWFT HIGH CHAINLIN. FENCE ANDPOSTS INSTALLED AND SLEEVEDOVER THE TOP PER FIELD PLANS(FSERIES SHEETS)PROTECT E;CATCH %ASIN TOREMAIN (T<P)SEE FIELD PLANS (FSERIESSHEETS) FOR GRADINGINFORMATION (T<P)SEE FIELD PLANS(FSERIES SHEETS) FORRECONDITIONED INFIELDSEE FIELD PLANS(FSERIES SHEETS) FORRECONDITIONED INFIELDINSTALL NEW ASPHALT SPEED BUMP(1.5' W x 18' L x 3.5" TALL). COORDINATEFINAL LOCATION WITH OWNER PRIORTO CONSTRUCTION. SEE DETAIL 9/C300.REMOVE EXSPEED BUMBFIELD STRIPING PERL
SCAPE PLANS (T<P)EXISTING ATHLETIC FIELD WITH UNDERDRAINSTORM SYSTEM TO BE RECONDITIONED WITHTOP 3.5" OF SOD, ORGANICS, AND DEBRIS TOBE STRIPPED AND REMOVED THEN PLACING 3"OF SAND AND 3/4" SOD. EXISTINGUNDERDRAIN PIPES AND 9.25" TO 11"SECTION BELOW OF ROOT ZONE MIX ANDSAND TO REMAIN WITH SUB-GRADE NOTBEING DISTURBED. SEE FIELD PLANS (F-SERIESSHEETS).PROPOSED CONDUITS AND-%O;ES FOR FUTURE FIELDLIGHTING PER FIELD PLANS(FSERIES SHEETS)PROPOSED CONCRETE PADSFOR FUTURE SHED ANDPORTA%LE TOILETS PER FIELDPLANS (FSERIES SHEETS)R-424307R-424307R-424307R-424307
T
T
T
T
T
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N.E. 8TH STREET
(60' PUBLIC RIGHT-OF-WAY)UNION AVENUE(60' PUBLIC RIGHT-OF-WAY)ΔX
XXX
PROTECT E; SPEEDHUMPS TO REMAINCLEAN SURFACE DE%RISPRIOR TO SEAL COATING E;ASPHALT PAR.ING LOT PERPRO-ECT SPECIFICATIONSNEW WIDE WHITE SOLIDSTRIPE LINE PLACED FROM %AC. OF CUR%REPLACE E; HERRING%ONE CATCH %ASIN GRATEWITH NEW ADA COMPLIANT GRATE STANDARDADA %< UR%AN ACCESSORIES OR APPROVEDE4UAL CONTRACTOR SHALL SU%MIT CUT SHEETOF ADA COMPLIANT GRATE FOR REVIEW ANDAPPROVAL PRIOR TO PLACING ORDERRESTRIPE E; CROSSWAL. STRIPINGWITH NEW PAINTED CROSSWAL.SEE DETAILCPROTECT E; SPEEDHUMPS TO REMAINPRESSURE WASH ALL ONSITE CONCRETESIDEWAL.S ON WEST SIDE OF SCHOOL(PAR.ING LOT SIDE) AND WHERE NEWCROSSWAL. STRIPING WILL %E INSTALLEDRESTRIPE E; CROSSWAL. STRIPINGWITH NEW PAINTED CROSSWAL.SEE DETAILCNEAT SAWCUT A MINIMUM INCH WIDE STRIP OF ASPHALT(INCHES EACH SIDE OF CRAC. AND FT PAST EACH END)AND REMOVE E;ISTING ASPHALT RECOMPACT E;SU%GRADE AND INSTALL NEW HMA (ASSUME HMA CLASS) AND PLACE NEW AR ASPHALT CRAC. SEALANTALONG LINES WHERE E;ISTING MEETS NEW ASPHALTRESTRIPE E;CROSSWAL.STRIPING WITH NEWPAINTED CROSSWAL.SEE DETAILCE; ASPHALTCRAC.S ( TOTALDOWN MIDDLE OFPAR.ING LOT)RESTRIPE E; PAR.ING LOT INCLUDING PAR.INGSTALLS ADA PAR.ING STALLS (REFUGE STRIPINGAND ADA S<M%OLS) AND CHANNELI=ATION ARROWSPER PRO-ECT SPECIFICATIONS CONTRACTOR SHALLDOCUMENT E;ISTING CONDITIONS PRIOR TOSTARTING CONSTRUCTION (T<P)INSTALL NEW CONCRETEWHEEL STOPS AT ADAPAR.ING STALLS ( TOTAL)SEE DETAILREPLACE E; CONCRETE WITHNEW TRUNCATED DOMESSEE DETAILCNEW SECURIT<%OLLARDS (T<P)SEE DETAILCTAX PARCEL # 1023059121TAX PARCEL # 1023059007
REPLACE E; ADA RAMPWITH NEW ADA RAMPSEE DETAILNEW FT HIGHCHAINLIN. FENCE ANDGATE PER FIELD PLANS(FSERIES SHEETS)NEW FT HIGHCHAINLIN. FENCE ANDGATE PER FIELD PLANS(FSERIES SHEETS)CCNEW FT HIGHCHAINLIN. FENCEPER FIELD PLANS(FSERIES SHEETS)
HOLD OPENPOSTPROTECT E; LIGHTPOLE TO REMAIN
HOLD OPENPOSTHOLD OPEN POSTSEE DETAIL (T<P)VEHICLE PIPE GATE W .NO; PADLOC. FT WIDE DOU%LE LEAFW () HOLD OPEN POSTSSEE DETAILNEW CHANNELI=ATIONARROWS (T<P)SEE DETAILCCCVEHICLE PIPE GATEW .NO; PAD LOC.FT WIDE DOU%LELEAF W () HOLDOPEN POSTSSEE DETAILCFOR GRADING IN THISAREA SEE DETAILCg. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RSCALE 1"=20'LEGENDMATCHLINE - SEE SHEET C202ASPHALT OVERLA<PROPERT< LINEASPHALT PAVEMENTCONCRETE PAVEMENTCONCRETE CUR% SFTOTAL NEW REPLACED IMPERVIOUS:
SFLA<ERNEWIMPERVIOUS LEGEND
NONTARGETED IMPERVIOUS SURFACENOT INCLUDED IN CALCULATION(MAINTENANCE ASPHALT)
SFREPLACED4UANTIT< SFCONCRETE SFASPHALT (MAINTENANCE)CONTOUR (INDE;)CONTOURGRADE %REA.SPOT ELEVATION TC %C NW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESGRADING & PAVING PLANNOTE:FOR ALL E;TERIOR CONCRETE PAVEMENTPROVIDE SPRA<LOC. P OR E4UAL CONCRETEPAVING SURFACE TREATMENT TO HELP PROTECTCONCRETE AGAINST WINTER DEICING SALT PERPRO-ET SPECIFICATION SECTION R-424308
N.E. 8TH STREET
(60' PUBLIC RIGHT-OF-WAY)FOR WOR. INTHIS AREASEE DETAILCNEW FT HIGHCHAINLIN. FENCEPER FIELD PLANS(FSERIES SHEETS)SEE FIELD PLANS (FSERIES SHEETS)FOR RECONDITIONED INFIELDSEE FIELD PLANS (FSERIESSHEETS) FOR GRADINGINFORMATION (T<P)NEW FENCE ANDGATE PER FIELDPLANS (FSERIES)INSTALL NEW ASPHALTSPEED %UMPS IN PAR.INGAREAS TO THE WEST SEESHEET CE;ISTING ATHLETIC FIELD WITH UNDERDRAIN STORMS<STEM TO %E RECONDITIONED WITH TOP OFSOD ORGANICS AND DE%RIS TO %E STRIPPED ANDREMOVED THEN PLACING OF SAND AND SODE;ISTING UNDERDRAIN PIPES AND TO SECTION %ELOW OF ROOT =ONE MI; AND SAND TOREMAIN WITH SU%GRADE NOT %EING DISTUR%EDSEE FIELD PLANS (FSERIES SHEETS)PROPOSED CONDUITS AND-%O;ES FOR FUTURE FIELDLIGHTING PER FIELD PLANS(FSERIES SHEETS)PROPOSED CONCRETE PADSFOR FUTURE SHED ANDPORTA%LE TOILETS PER FIELDPLANS (FSERIES SHEETS)g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RSCALE 1"=20'LEGENDMATCHLINE - SEE SHEET C201ASPHALT OVERLA<PROPERT< LINEASPHALT PAVEMENTCONCRETE PAVEMENTCONCRETE CUR%CONTOUR (INDE;)CONTOURGRADE %REA.SPOT ELEVATION TC %C SFTOTAL NEW REPLACED IMPERVIOUS:
SFLA<ERNEWIMPERVIOUS LEGEND (FIELD)
NONTARGETED FIELD W UNDERDRAINS ANDINFIELD (PERVIOUS W NO UNDERDRAINS) ARECONSIDERED MAINTENANCE AS REMOVAL ANDREPLACEMENT OF MATERIALS DOWN TOSU%GRADE ARE NOT OCCURRING SEE SHEETSC FOR FIELD SCOPE SFFIELD
SFREPLACED4UANTIT<INFIELD
SFNW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESGRADING & PAVING PLANNOTE:FOR ALL E;TERIOR CONCRETE PAVEMENTPROVIDE SPRA<LOC. P OR E4UAL CONCRETEPAVING SURFACE TREATMENT TO HELP PROTECTCONCRETE AGAINST WINTER DEICING SALT PERPRO-ET SPECIFICATION SECTION R-424309
PAVEMENTFACE OF CUR%RRFINISH GRADE NOTE:CONTRACTOR SHALLCONFORM TO WSDOTSPEC FINISHED GRADEAPPL< PETROMAT ORAPPROVED E4UALAND TAC. COAT CLASS HMA PAVING OVERLA<THIC.NESS MA< VAR< SLIGHTL< TOPROVIDE POSITIVE DRAINE; ASPHALT PAVINGDEPTH VARIESGRINDAS NECESSAR< TO MATCH ALL AD-ACENTELEVATIONS OF ASPHALTCONCRETEE; ASPHALT PAVEMENT SU%%ASENOTES:PLACE ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH WSDOT APWA SECTION ASPHALT PAVEMENT OVERLA< SHALL %E PLACED IN () LIFT FINAL LIFT SHALL %E CONSTRUCTEDWITH THE OVERLA< OF THE E;ISTING ASPHALT ONL< AFTER PAVEMENT PATCHING IS COMPLETETAC. COATUSE ARUSE PETROMAT OR ENGINEER APPROVED E4UALVARIES (
MIN)TAC. AND MATCHE; GRADEGRIND ASPHALT FOR NEWPAVEMENT TRANSITIONSLOPE PER PLAN¬ MINIMUMASPHALT OVERLA<DEPTH AT TRANSITION¬ MINIMUMGRIND DEPTH ATTRANSITIONE; SU%GRADENEW ASPHALT OVERLA<SEE DETAILE;ISTING ASPHALTE;ISTING SU%%ASENOTES:GRIND DISTANCE MA< %E GREATER OR LESS THAN SHOWNCONTRACTOR SHALL VISIT THE SITE TO DETERMINE E;ACT GRINDING LIMITS PRIOR TO %ID %IDSHALL INCLUDE ALL GRINDING COSTS TO INSTALL PAVING WOR. AS INDICATED ON PLANSCONTRACTOR SHALL GRADE TO ENSURE POSITIVE DRAINAGE AWA< FROM %UILDING ( MIN)MAINTAIN POSITIVE DRAINAGE AT ALL TIMESCOMPACTED SU%GRADE ASTM DCOMPACTED CRUSHEDSURFACING TOP COURSECEMENT CONCRETEPAVEMENT CLASS SMOOTH %ROOM FINISHNOTE:CEMENT CONCRETE SHALL %E CLASS DUMM< -OINTS CONSISTING OF %< PREMOLDED-OINT MATERIAL SHALL %E PLACED AT FOOTINTERVALS EDGEDGROOVE SLOPE ( DROP PER
)(T<P)(T<P)PER PLANNOTES:STRIPING COLOR SHALL %E WHITE AND PAINTED PER PRO-ECT SPECIFICATIONSSTRIPING DIMENSIONS SHALL MEET MUTC SPECIFICATION % AND FIGURE CCD%AA
%DETECTA%LE WARNING PATTERN AREASHALL %E <ELLOW IN COMPLIANCE WITHWSDOT STANDARD SPEC ()A % CD MINMA;NOTES:ASPHALT PAVEMENT SHALL %E PLACED IN () LIFTS FINAL LIFTSHALL %E CONSTRUCTED WITH THE OVERLA< OF THE E;ISTINGASPHALT ONL< AFTER %UILDING IMPROVEMENTS ARE COMPLETE HMA CLASS ASPHALTCONCRETE PAVEMENT CRUSHED SURFACING%ASE COURSE COMPACTTO MA; DENSIT< CRUSHED SURFACING%ASE COURSE COMPACTTO MA; DENSIT<SAWCUT TAC. ANDMATCH E; ASPHALTFULL DEPTHE; UNDISTUR%ED PAVEMENTSU%%ASE MUST %E COMPACTED TO MA; DENSIT< PER ASTM D E;ISTING ASPHALT (MIN) STRUCTURAL FILL AS RE4UIREDOR E;ISTING SU%GRADE COMPACTED TO MA; DENSIT< PER ASTM D Truncated Domes8NTSAsphalt Overlay Transition to Existing Asphalt2NTSAsphalt Overlay Paving Section3NTSConcrete Vertical Curb4NTSAsphalt Pavement1NTSCrosswalk Striping6NTSConcrete Sidewalk7NTSCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESPAVING DETAILS
R
R
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DETAIL A LEFTDETAIL % RIGHTDETAIL D STRAIGHTDETAIL E STRAIGHTLEFTSAME DIMENSIONAS DETAIL AARROWHEADSAME DIMENSIONAS DETAIL DARROWHEADChannelization Arrows5NTSTAC. COATSEE NOTE E;ISTING ASPHALTPAVEMENTNEW ASPHALT SPEED%UMP (HMA CL )NOTES:LA< OUT AND MAR. AREA FOR PLACEMENT OF SPEED %UMPSCLEAN AREA OF ALL DIRT AND DE%RISNOTCH E;ISTING ASPHALT SURFACE A MINIMUM OF AROUND PERIMETER OFWHERE SPEED %UMP WILL %E INSTALLED TO ALLEVIATE SPEED %UMPDISPLACEMENTTAC. COAT AREA OF INSTALLATION USING LI4UID ASPHALTINSTALL HOT MI; SURFACE ASPHALT TO A MA;IMUM HEIGHT OF AT THE APE;AND A WIDTH OF APPL< A SEAL OF LI4UID ASPHALT TO THE AD-OINING EDGE OF THE INSTALLATION TOHELP PREVENT MOISTURE PENETRATIONAPPL< HEAV<DUT< REFLECTIVE <ELLOW TRAFFIC PAINT SUFFICIENT TO IDENTIF< THESPEED %UMP CONFIRM COLOR WITH OWNER PRIOR TO ORDERING PAINTTAC. SEAL NOTCH IN SURFACESEE NOTE Speed Bump9NTSNOTE:ALL DETAILS SHOWN HEREIN ARE FOR WORK WITHIN THE PRIVATESCHOOL PROPERTY. ANY WORK WITHIN THE PUBIC ROW SHALLUTILIZE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS.R-424310
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESPAVING DETAILSNot Used9NTSINSTALL BOLLARD COVERON ALL BOLLARDSSEE DETAIL 8/C302Bollard Detail (Non-Removeable)6NTSBollard Detail (Removeable)8NTSINSTALL BOLLARD COVERON ALL BOLLARDSSEE DETAIL 8/C302NOTE:ALL DETAILS SHOWN HEREIN ARE FOR WORK WITHIN THE PRIVATESCHOOL PROPERTY. ANY WORK WITHIN THE PUBIC ROW SHALLUTILIZE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS.R-424311
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESPAVING DETAILSNot Used9NTSVARIES DETERMINE IN FIELDMATCH E; (IN) R (T<P) MINIMUM TOP COURSENOTES:ONL< TO %E USED WHERE REPLACING E; NONSTRUCTURAL SIDEWAL.CONTRACTOR SHALL FIELD VERIF< E;TENTS OF STRUCTURAL ANDNONSTRUCTURAL SIDEWAL. LOCATIONSE;TEND SIDEWAL. TRANSVERSE E;PANSION -OINTS TO INCLUDE CUR%(FULL DEPTH) TWO %ARS
CLEARANCE (T<P) MIN
NONSHRIN. GROUT: SAND AND CEMENTGROUT DEPTH DIA HOLESINSTALL CONCRETEWHEEL STOPS WITHDRAINAGE SLOTSTHREE %ARSATTACHMENT DETAILNOTES:PLACEMENT OF GRATINGS ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT %E LOCATEDON CUR% RAMPS LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTERAMPS SHALL %E TE;TURED USING TRUNCATED DOME PATTERN (SEE WSDOT STANDARDS)DETECTA%LE WARNING PATTERN SHALL %E <ELLOW IN COMPLIANCE WITH WSDOT STANDARDSPECIFICATION () SEE DETAIL CRAMP CENTER LINE SHALL %E PERPENDICULAR TO OR RADIAL TO CUR% RETURNS UNLESSOTHERWISE APPROVED %< THE COUNT< ROAD ENGINEERLANDING SHALL %E MINIMUM
;
SEE DETAIL C FOR SIDEWAL. -OINT PLACEMENTSIDEWAL.
MIN
MIN E;PANSION -OINT (T<P)
MIN
MA;
MA;DETECTA%LE WARNINGPATTERNMONOLITHIC CUR%AND SIDEWAL.SEE DETAILMIN
MINPROPOSEDGRADE ATPAR.INGSPACESIGN T<PEPER PLAN DIA GIP SCH %OTTOMOF SIGN PSI CONCRETE MINKing County Curb Ramp Type 1A1NTSMonolithic Curb and Sidewalk2NTSSign Post and Base5NTSWheel Stop6NTSBollard Cover8NTSCNOTE:ALL DETAILS SHOWN HEREIN ARE FOR WORK WITHIN THE PRIVATESCHOOL PROPERTY. ANY WORK WITHIN THE PUBIC ROW SHALLUTILIZE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS.R-424312
INSTALL NEW ASPHALTSPEED %UMP(
W [
L [ TALL)SEE DETAILNEW ADA PAR.INGSIGN AND POSTSEE DETAILSNEW ADA PAR.INGSIGN AND POSTSEE DETAILSINSTALL ADA PAR.ING S<M%OLSAND REFUGE STRIPINGSEE DETAILCNEW MONOLITHICCONCRETE MONOLITHICCUR% AND SIDEWAL. (T<P)SEE DETAIL
(T<P)PROTECT E; CONCRETESIDEWAL. UNLESSOTHERWISE NOTEDCC-OINTLINESPROTECT E; CONCRETEWHEEL STOPS UNLESSOTHERWISE NOTEDINSTALL NEWCONCRETEWHEEL STOPSEE DETAILREINSTALL E; CONCRETEWHEEL STOPS TO %E IN CENTEROF PAR.ING STALL (T<P)NEW ADA RAMPSEE DETAILCCCCCC (E;)(E;) (E;)(E;)(E;)(E;)(E;)(E;)(E;)(E;) (E;)(E;)%C (E;)TC (E;)%C (E;)TC (E;)(E;)%C (E;)TC (E;)%C (E;)TC (E;)(E;)(E;)(E;)
NEW NONREMOVEA%LE HEAV<DUT< VEHICULAR RATEDSECURIT< %OLLARD (T<PUNLESS OTHERWISE NOTED)SEE DETAILPROTECT E;LOADUNLOADSIGN AND POSTPROTECT E;LOADUNLOADSIGN AND POST
REPLACE E; ADA RAMPWITH NEW ADA RAMPSEE DETAILC
ALIGN EDGE OF %OLLARD FOOTINGWITH E;ISTING CONCRETE -OIN LINE(T<P UNLESS INDICATED OTHERWISE)INSTALL NEW REMOVEA%LEHEAV< DUT< VEHICULAR RATEDSECURIT< %OLLARD ( TOTAL)AND REINSTALL NEWTRUNCATED DOME STRIPSSEE DETAILS
CCC(E;)(E;)(E;)(E;)(E;)(E;) (E;)(E;)%C (E;)TC (E;)%C (E;)TC (E;)MATCH E; GRADE (T<P)MATCH E; SIDEWAL. ANDTOP OF CUR% GRADE (T<P)
E; %OULDER AT %ASE OF%OLLARD ENCASED INCONCRETE FOUNDATIONE; UTILIT< AT %ASE OF%OLLARD ENCASED UTILIT<IN CDF HELD %OLLARD%ASE SHORT THEN POUREDCONCRETE FOUNDATIONE; SHALLOW UTILIT< ON WESTSIDE OF %OLLARD ENCASEDUTILIT< IN CDF THEN POUREDCONCRETE FOUNDATIONE; UTILIT< AT %ASE OF %OLLARD ENCASEDUTILIT< IN CDF HELD %OLLARD %ASE SHORTTHEN POURED CONCRETE FOUNDATIONE; SHALLOW UTILIT< ON EASTSIDE OF %OLLARD ENCASEDUTILIT< IN CDF THEN POUREDCONCRETE FOUNDATIONCONCRETE SIDEWAL. (T<P)SEE DETAILCE; SHALLOW UTILIT< ONEAST SIDE OF %OLLARDENCASED UTILIT< INCDF THEN POUREDCONCRETE FOUNDATIONBollard Layout1SCALE:
Accessible Parking Grading2SCALE:
EACH PAR.ING SPACE RESERVED FOR PERSONS WITHPH<SICAL DISA%ILITIES SHALL %E IDENTIFIED %< AREFLECTORI=ED SIGN PERMANENTL< POSTED IMMEDIATEL<AD-ACENT TO AND VISI%LE FROM EACH STALL OR SPACECONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITHOCCUPANT IN WHITE ON DAR. %LUE %AC.GROUND THESIGN SHALL NOT %E SMALLER THAN S4UARE INCHES INAREA AND SHALL %E CENTERED ON AND -UST %E<OND THEFRONT EDGE OF THE PAR.ING STALL SIGNS MA< ALSO %EHUNG ON THE WALL AT THE INTERIOR END OF THE PAR.INGSPACE SIGN MOUNTING HEIGHT SHALL %E INCHESA%OVE THE PAR.ING SPACE FINISHED GRADEAN ADDITIONAL SIGN SHALL ALSO %E POSTED IN ACONSPICUOUS PLACE AT EACH ENTRANCE TO OFFSTREETPAR.ING FACILITIES OR IMMEDIATEL< AD-ACENT TO ANDVISI%LE FROM EACH STALL OR SPACE THE SIGN SHALL %ENOT LESS THAN INCHES %< INCHES IN SI=E WITHLETTERING NOT LESS THAN INCH IN HEIGHT WHICHCLEARL< AND CONSPICUOUSL< STATES THE FOLLOWING:UNAUTHORI=ED VEHICLES PAR.ED IN DESIGNATEDDISA%LED PAR.ING SPACES NOT DISPLA<INGDISTINGUISHING PLACARDS OR LICENSE PLATES ISSUEDFOR PH<SICALL< DISA%LED PERSONS MA< %E TOWED AWA<AT OWNER
S E;PENSE TOWED VEHICLES MA< %ERECLAIMED AT BBBBBBBBBBBB OR BBBBBBBBBBBB OR %<TELEPHONING BBBBBBBBBBSTATE DISA%L
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ASPHALT PAVING FLUSHTO CONC SIDEWAL.DISA%LED ACCESSI%ILIT< SIGNAGE ON POSTSEE DETAILS A%OVE AND DETAILWHEEL STOPSEE DETAILINTERNATIONAL ACCESS S<M%OLPAINTED ON PAVINGSEE DETAIL A%OVECROSSWAL. (REFUGE) STRIPINGSEE DETAILINTERNATIONAL ACCESSSYMBOL PAINTED ON PAVINGDISABLEDACCESSIBILITYSIGNAGERRAPAINTED WHITE LOGOPAINTED %LUE %AC.GROUNDADA Parking Stall3NTSCCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESSITE DETAILSCCR-424313
(E;)(E;)(E;)(E;)(E;)(E;) (E;)(E;)(E;)(E;) (E;)(E;)(E;)(E;) (E;)(E;)(E;)(E;)(E;) CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESSITE DETAILSVehicular Pipe Gate2NTSCVehicular Pipe Gate Support5NTSGate Hold Open Post6NTSAccessible Parking Grading West Lot8
R-424314
SITE PREPARATION LEGENDMATCHLINE SEE SHEET F002MATCHLINE SEE SHEET F002SITE PREPARATION NOTESNOTE LEGENDNORTH0SCALE: 1" = 60'30'30'Know what'sbelow.before you dig.CallRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000SITE PREPARATION PLANHONEY DEW ELEMENTARY SCHOOLR-424315SAFETY UPGRADES
TT T TT TΔΔXXXX XXXXXX XXMATCHLINE SEE SHEET F001MATCHLINE SEE SHEET F001
NORTH0SCALE: 1" = 60'30'30'SITE PREPARATION LEGENDSITE PREPARATION NOTESNOTE LEGENDKnow what'sbelow.before you dig.CallRIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000SITE PREPARATION PLANHONEY DEW ELEMENTARY SCHOOLR-424316SAFETY UPGRADES
SOIL TEST RESULTSF0031TOTAL SAND DEPTHF0032SOIL ORGANIC DEPTHF0033IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000SITE PREPARATION DETAILSHONEY DEW ELEMENTARY SCHOOLR-424317SAFETY UPGRADES
LAYOUT LEGENDFIELD RESTORATION NOTES:MATCHLINE SEE SHEET F111MATCHLINE SEE SHEET F111
FENCING NOTESGATE TYPE KEY (ALL CHAINLINK)FENCE TYPE KEYNOTE LEGENDNOTE LEGENDNORTH0SCALE: 1" = 60'30'30'IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000LAYOUT PLANHONEY DEW ELEMENTARY SCHOOLR-424318SAFETY UPGRADES
TT T TT TΔΔXXXX XXXXXX XXMATCHLINE SEE SHEET F110
NORTH0SCALE: 1" = 60'30'30'LAYOUT LEGENDFIELD RESTORATION NOTES:FENCING NOTESGATE TYPE KEY (ALL CHAINLINK)FENCE TYPE KEYNOTE LEGENDNOTE LEGENDMATCHLINE SEE SHEET F110
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000LAYOUT PLANHONEY DEW ELEMENTARY SCHOOLR-424319SAFETY UPGRADES
Know what'sbelow.before you dig.CallRGRADING LEGENDGRADING NOTESNOTE LEGENDDRAINAGE NOTESNORTH0SCALE: 1" = 60'30'30'IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000GRADING & DRAINAGE PLANHONEY DEW ELEMENTARY SCHOOLR-424320SAFETY UPGRADES
FIELD IRRIGATION LEGENDFIELD IRRIGATION NOTES:NOTE LEGENDNORTH0SCALE: 1" = 60'30'30'ELECTRICAL HANDHOLEF1302ELECTRICAL TRENCHINGF1301IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000IRRIGATION PLANHONEY DEW ELEMENTARY SCHOOLR-424321SAFETY UPGRADES
INFIELD SOIL SECTIONF2102SAND BASED NATURAL TURF FIELDF2101INFIELD TO OUTFIELD TRANSITIONF2103SUBSURFACE DRAINAGE LATERALF2104IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000TYPICAL SECTIONSHONEY DEW ELEMENTARY SCHOOLR-424322SAFETY UPGRADES
CHAINLINK FENCING ELEVATION & SECTIONF2201CHAINLINK SCHEDULEF2202DOUBLE SWING GATEF2203SINGLE SWING GATEF2204IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000FENCE DETAILSHONEY DEW ELEMENTARY SCHOOLR-424323SAFETY UPGRADES
TYPICAL BASE AND PLATE ANCHOR LAYOUTF2301BASE WITH ANCHOR IN INFIELD SOILF2303PITCHING PLATE IN INFIELD SOILF2304HOME PLATE IN INFIELD SOILF2302AUTOMATIC CONTROL VALVEF2305SPRINKLER RISER ASSEMBLY-NATURALF2306IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4243
PR22-000224 C23000170 LUA22-0004000SITE DETAILSHONEY DEW ELEMENTARY SCHOOLR-424324SAFETY UPGRADES