HomeMy WebLinkAboutP_Honey Dew ES_Safety Upgrades_CCP Plans_240730_v5OWNER:RENTON6CHOO/'I6TRICTCA3ITA/3/ANNING CON6TR8CTION6O8THTH6TREET6EATT/EWA CONTACT:0I.ECATO0ICHAE/CATO#RENTON6CHOO/686ENGINEER:-ACO%6ONCON68/TINGENGINEER66.ING6TREET68ITE6EATT/EWA CONTACT:6A6CHAEA6T0AN6A6CHA#-ACO%6ONENGINEER6CO0ARCHITECTINTEGR86ARCHITECT8RE60AIN6TREET68ITE6EATT/EWA CONTACT:-OHNN<HONG-HONG#INTEGR86ARCHCO0LEGAL DESCRIPTION3ARCE/A:THE6O8THHA/)O)THE6O8THHA/)O)THE6O8THWE6T48ARTERO)THENORTHWE6T48ARTERO)6ECTIONTOWN6HI3NORTHRANGEEA6TWI//A0ETTE0ERI'IANIN.INGCO8NT<WA6HINGTON E;CE3TTHEWE6T)EETTHEREO))ORROA' AN'E;CE3TTHE6O8TH)EETTHEREO)CON9E<E'TOTHECIT<O)RENTON)OR38%/ICROA'RIGHTO)WA<%<'EE'RECOR'E'8N'ERRECOR'INGNO AN'E;CE3TTHAT3ORTIONTHEREO)CON9E<E'TOTHECIT<O)RENTON)ORRIGHTO)WA<38R3O6E6%<'EE'RECOR'E'8N'ERRECOR'INGNO3ARCE/%:THE6O8TH)EETO)THENORTHHA/)O)THE6O8THHA/)O)THE6O8THWE6T48ARTERO)THENORTHWE6T48ARTERO)6ECTIONTOWN6HI3NORTHRANGEEA6TWI//A0ETTE0ERI'IANIN.INGCO8NT<WA6HINGTON E;CE3TTHEWE6T)EETTHEREO))ORROA'HONEY DEW ELEMENTARY SCHOOLNW 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.GENERAL NOTESCONSTRUCTION SEQUENCE%E)OREAN<CON6TR8CTIONACTI9IT<ARRANGEAN'ATTEN'3RECON6TR8CTIONCON)ERENCE6WITHCIT<O)RENTONAN'-ACO%6ONCON68/TINGENGINEER6CO03/<WITHCON6TR8CTION3HA6INGRE48IRE0ENT6I'ENTI)IE'IN'RAWING6AN'63ECI)ICATION63RO9I'ETE03ORAR<AN'INTERI00EA68RE6RE48IRE')ORE;EC8TIONO)THEWOR.9ERI)<9ERTICA/AN'HORI=ONTA//OCATION6O)A//E;I6TING8N'ERGRO8N'8TI/ITIE6CONTACTA//8TI/IT<CO03ANIE6OR3RO9I'ER6THAT0A<%EA))ECTE'%<THE3RO3O6E'CON6TR8CTIONCA//AN'8TI/I=E3RI9ATE/OCATINGCO03AN<A/ONGTHEENTIREWOR.AREA3RO9I'ECATCH%A6IN3ROTECTIONAN'OTHERA33RO3RIATETE6C0EA68RE6INC/8'ING6TRAWWATT/E6ETCCOOR'INATEWITH.INGCO8NT<IN63ECTOR%AC.)I//AN'CO03ACTTRENCH3ATCHAN'RE6TORE6ITE3ER3/AN6IN6TA//A//NEW3A9ING/AN'6CA3INGAN'6ITE6TA%I/I=ATIONCONTACT'E6IGNENGINEERAN'CIT<6OTHE<CAN38NCH/I6TTHE6ITEA''RE6638NCH/I6TITE06A6RE48IRE'SAFETY UPGRADESBID DOCUMENTS
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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-424302THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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-424303THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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(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-424304THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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-424305THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 Wattles8NTSTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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-424307THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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(60' PUBLIC RIGHT-OF-WAY)UNION AVENUE(60' PUBLIC RIGHT-OF-WAY)ΔX
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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-424308THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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-424309THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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
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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-424310THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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-424311THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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)
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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-424312THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
INSTALL NEW ASPHALTSPEED %UMP(
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(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
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PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESSITE DETAILSCCR-424313THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
(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-424314THI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING
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 UPGRADESTHI6CON6TR8CTIONRECOR''RAWINGI6ACO3<O)ACA')I/E3RE3ARE'%<-ACO%6ONCON68/TINGENGINEER6AN'HA6%EENE'ITE'TORE)/ECTTHEA6%8I/TCON'ITION6O)THE3RO-ECT)IE/''I0EN6ION6AN'IN)OR0ATIONWA63RO9I'E'%<O/6ON%ROTHER6E;CA9ATINGAN'3RO9I'E'TO-ACO%6ONCON68/TINGENGINEER6IN0A<-ACO%6ONCON68/TINGENGINEER6'OE6NOT3RO9I'EAN<WARRANT<A6TOTHEACC8RAC<ORCO03/ETENE66O)68CHIN)OR0ATION3RO9I'E'%<OTHER6CONSTRUCTION RECORD DRAWING