HomeMy WebLinkAboutAPPROVED_Honey Dew ES_Safety Upgrades_CCP Plans_230228_v2OWNER: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
C<)ORRE0O9A/O)O)6O'ORGANIC6AN''E%RI6)RO0E;I6TINGATH/ETIC)IE/'
C<)ORI03ORTO)O)6AN'AN'6O')OR)IE/'AN'O)IN)IE/'0ATERIA/ NECORNERIN)IE/'ON/< NOTE:THE48ANTITIE66HOWNARE3RE/I0INAR<E6TI0ATE6ON/<AN'INTEN'E')OR08NICI3A/3ER0ITTINGAN'RE9IEW)EE6THECONTRACTOR6HA//IGNORETHE6E48ANTITIE6THE<AREE;C/8'E')RO0THE%I''OC80ENTIN)OR0ATIONTHE6E9O/80E66HA//NOT%E86E'%<THECONTRACTORA6A%A6I6)ORAN<CONTRACT8A/IN)OR0ATIONTHECONTRACTOR6HA//3RE3ARETHEIROWNEARTHWOR.48ANTITIE6%A6E'ONTHEIN)OR0ATION3RO9I'E'INTHECONTRACT'OC80ENT6INC/8'ING%8TNOT/I0ITE'TO'RAWING663ECI)ICATION6AN'THEGEOTECHNICA/RE3ORTEARTHWORK QUANTITIESE;CA9ATION
C<)I//
C<TOTA/EARTHWOR. C<THECONTRACTOR6HA//TA.EREA6ONA%/E3RECA8TION6AN'E;ERCI6E6O8N'ENGINEERINGAN'CON6TR8CTION3RACTICE6INCON'8CTINGTHEWOR.THECONTRACTOR6HA//3ROTECTE;I6TING38%/ICAN'3RI9ATE8TI/ITIE6)RO0'A0AGE'8RINGCON6TR8CTIONI)E;I6TING8TI/ITIE6ARE'A0AGE'THECONTRACTOR6HA//I00E'IATE/<NOTI)<THE8TI/IT<38R9E<OROWNERAN'THEENGINEERTHECONTRACTOR6HA//RE6TORETHE8TI/IT<TOIT6E;I6TINGCON'ITION W6'OT6ECA3WA6833/E0ENT THECONTRACTORI6RE63ON6I%/E)ORTHE0EAN6AN'THE0ETHO'6O)CON6TR8CTION)ORWOR.6HOWNONTHE6E3/AN6A//E;CA9ATIONTRENCHING68%GRA'E3RE3ARATION)I//3/ACE0ENTAN'A//6OI/WOR.INGENERA/6HA//%ECON'8CTE'INCO03/IANCEWITHTHECIT<O)RENTON6TAN'AR'6CONTRACTOR6HA//%ERE63ON6I%/E)ORHIRINGA3RO)E66IONA//AN'68R9E<ORTORE)ERENCEE;I6TING0ON80ENT6ONORA'-OININGE6TA%/I6HE'6AI'3OINT6AT3RO-ECTCO03/ETIONTHI6REE6TA%/I6H0ENT6HA//%E'OC80ENTE'%<RECOR'O)68R9E<3RE9IO86TO'E0O/ITIONORCON6TR8CTIONAN'TORECORNERRECOR'A6'E6CRI%E'INWACCONTRACTOR6HA//0AINTAINA)OOT0INI080HORI=ONTA/C/EARANCE)RO0THEWATER0AINAN'OTHER8TI/ITIE6 LHGA6CA%/E3OWERETC I)6AI'C/EARANCECANNOT%E0AINTAINE'CONTACTENGINEER)ORA33RO9A/AN'RECOR'E;ACT0EA68RE0ENT6O)THE8TI/IT</INE6ONTHEA6%8I/T'RAWING6A)OOT0INI080HORI=ONTA/C/EARANCE086T%E0AINTAINE'%ETWEENWATER0AINAN'6ANITAR<6EWER6CHE'8/EWITHCIT<AN'OWNER HO8R60INI080NOTICE)ORWATER0AIN6H8T'OWNONTHE6CHOO/6ITE IN6TA//CIT<6TAN'AR'TE6TINGCONNECTIONONNEWWATER0AIN)O//OWINGCO03/ETIONO)NEWWATER6<6TE0CON6TR8CTIONTE6TINGAN'ACCE3TANCE%<THECIT<RE0O9ETE6TINGCONNECTIONAN'IN6TA//6EG0ENTO)'I3I3E/ENGTHTO68ITWITHTWO/ONG3ATTERN6/EE9E6IN6TA//ATIONAN'CONNECTIONTOE;I6TINGWATER6<6TE06HA//%EWITHCIT<IN63ECTION8N'ERGRO8N'8TI/ITIE6ARE6HOWNINTHEA33RO;I0ATE/OCATIONTHEREI6NOTAG8ARANTEETHATA//8TI/IT</INE6ARE6HOWNORTHATTHE/OCATION6I=EAN'0ATERIA/I6ACC8RATETHECONTRACTOR6HA//8NCO9ERA//IN'ICATE'3I3INGWHERECRO66ING6INTER)ERENCE
6ORCONNECTION6OCC8R3RIORTOTRENCHINGORE;CA9ATION)ORAN<3I3EOR6TR8CT8RE6TO'ETER0INEACT8A//OCATION66I=EAN'0ATERIA/THECONTRACTOR6HA//0A.ETHEA33RO3RIATE3RO9I6ION)OR3ROTECTIONO)6AI')ACI/ITIE6THECONTRACTOR6HA//NOTI)<ONECA//ATAN'ARRANGE)OR38%/ICAN'3RI9ATE)IE/'/OCATIONO)E;I6TING)ACI/ITIE6%E)ORECON6TR8CTION6CHE'8/EWITHCIT< HO8R60INI080NOTICE )ORWATER0ETER6H8TO))AN'TORETIRE0ETER6PROJECT NOTESVICINITY MAPA//WOR.6HA//CON)OR0TOTHE'E6IGNAN'CON6TR8CTION6TAN'AR'6AN'63ECI)ICATION6)ORCIT<O)RENTONACO3<O)THE6E'OC80ENT66HA//%EON6ITE'8RINGCON6TR8CTIONACO3<O)THEA33RO9E'3/AN6086T%EON6ITEWHENE9ERCON6TR8CTIONI6IN3ROGRE66ERROR6AN'O0I66ION6ONTHE3ER0ITTE'3/AN6086T%ECORRECTE'%<THEENGINEERAN'A33RO9E'%<THECIT<O)RENTONA//3ER0IT6RE48IRE')ORWOR.WITHINTHE38%/ICRIGHTO)WA<086T%EO%TAINE'%<THECONTRACTOR3RIORTOTHE6TARTO)CON6TR8CTION3RIORTOTHE6TARTO)CON6TR8CTIONWITHINTHERIGHTO)WA<THECONTRACTOR6HA//6CHE'8/EAN'ATTEN'A3RECON6TR8CTION0EETINGWITHTHECIT<O)RENTONTHEOWNERRECOR'ENGINEERCONTRACTORAN''E6IGNATE'68%CONTRACTOR66HA//%E3RE6ENTATTHE3RECON6TR8CTION0EETINGE;I6TING3A9E'68R)ACE6INC/8'INGROA'WA<66I'EWA/.6AN'C8R%6THATARE'A0AGE'%<NEWCON6TR8CTION6HA//%ERE3AIRE'A6RE48IRE'%<CIT<O)RENTONAN'THEIRIN63ECTOR6A//'A0AGETOCIT<IN)RA6TR8CT8RECA86E'%<THECON6TR8CTION6HA//%ERE3AIRE'A6RE48IRE'%<THECIT<O)RENTONTHEA33RO9E'3/AN66HOWTHEA33RO;I0ATEAREAO)3A9E0ENTRE6TORATION%A6E'ONTHE'E3THO)8TI/IT<C8T6AN'ORTHEAREAO)C8R%AN'OR3A9E0ENTTO%ERE0O9E'AN'RE3/ACE'THEACT8A//I0IT6O)THE3A9E0ENTRE6TORATION6HA//%E'ETER0INE'INTHE)IE/'%<THECIT<O)RENTONIN63ECTOR63RIORTOTHE3A9E0ENTRE6TORATION 68R9E<INGAN'6TA.INGO)A//I03RO9E0ENT6INTHE38%/ICRIGHTO)WA<6HA//%ECO03/ETE'3RIORTOCON6TR8CTION68R9E<C8T6HEET6086T%ECOOR'INATE'WITHCIT<O)RENTONIN63ECTOR6AT/EA6T'A<63RIORTOCON6TR8CTIONI)ANE;I6TINGC8R%I6TO%ERE0O9E'AN'RE3/ACE'INTHE6A0E/OCATIONTHECONTRACTOR6HA//3RO9I'ETHECIT<O)RENTONIN63ECTORA3/ANWITHE;I6TING)/OW/INEAN'TO3O)C8R%E/E9ATION6I'ENTI)IE'3ER0ITTEETO6TA.ETHE/OCATIONO)THEE;I6TINGC8R%3RIORTO'E0O/ITIONTHECONTRACTOR6HA//%ERE63ON6I%/E)ORRE)ERENCINGAN'RE3/ACINGA//0ON80ENT6THAT0A<%E'I6T8R%E''E6TRO<E'ORRE0O9E'%<THE3RO-ECTAN'6HA//)I/EANA33/ICATION)OR3ER0ITTORE0O9EOR'E6TRO<A68R9E<0ON80ENTWITHTHEWA6HINGTON6TATE'E3ART0ENTO)NAT8RA/RE6O8RCE638R68ANTTORCW THECONTRACTOR6HA//68%0ITA//A33/ICA%/E'OC80ENT6A6RE48IRE'3ERTHECIT<O)RENTON'E6IGNAN'CON6TR8CTION6TAN'AR'6AN'63ECI)ICATION63RIORTOCON6TR8CTIONA0ATERIA/6O8RCE)OR0)ORA//0ATERIA/6TO%E3/ACE'INTHERIGHTO)WA<AN'0I;'E6IGN6)ORA//A63HA/TCONCRETEAN'AGGREGATE6TO%E3/ACE'INTHERIGHTO)WA<086T%E68%0ITTE'TOTHECIT<O)RENTON)ORRE9IEWAN'A33RO9A/3RIORTO%EGINNINGCON6TR8CTIONTHECONTRACTOR6HA//NOTI)<THE.INGCO8NT<)IRE3ROTECTION'I6TRICTNOAT/EA6TTWENT<)O8R HO8R6INA'9ANCEO)A//WATER6ER9ICEINTERR83TION6H<'RANT6H8TO))6AN'6TREETC/O68RE6OROTHERACCE66%/OC.AGETHECONTRACTOR6HA//A/6ONOTI)<THE)IRE'I6TRICTO)A//NEWRE/OCATE'ORE/I0INATE'H<'RANT6RE68/TING)RO0THI6WOR.THECONTRACTOR6HA///OCATEAN'3ROTECTA//CA6TING6AN'8TI/ITIE6'8RINGCON6TR8CTIONTHECONTRACTOR6HA//CONTACTTHE8N'ERGRO8N'8TI/ITIE6/OCATOR6ER9ICE AT/EA6THO8R63RIORTOCON6TR8CTIONTHECONTRACTOR6HA//CONTACTA3RI9ATE8TI/IT</OCATOR)ORA//ON6ITEWOR.ONTHE3RO-ECTAN'A'-ACENT3RI9ATE3RO3ERTIE6AT/EA6THO8R63RIORTOCON6TR8CTIONITI6THE6O/ERE63ON6I%I/IT<O)THECONTRACTORTO9ERI)<THEACC8RAC<O)A//8TI/IT</OCATION66HOWNAN'TO)8RTHER'I6CO9ERAN'A9OI'AN<OTHER8TI/ITIE6NOT6HOWNWHICH0A<%EA))ECTE'%<THEI03/E0ENTATIONO)THI63/ANTHI60A<INC/8'E%8TI6NOT/I0ITE'TO3OTHO/EE;CA9ATIONAN'OTHER0EAN6AN'0ETHO'6THECONTRACTOR6HA//A'-86TA//E;I6TINGAN'3RO3O6E'0ANHO/ERI06'RAINAGE6TR8CT8RE/I'69A/9E%O;E6AN'8TI/IT<ACCE666TR8CT8RE6TO)INI6HGRA'EWITHINAREA6A))ECTE'%<THE3RO3O6E'I03RO9E0ENT6THI6INC/8'E6A6RE48IRE''8RING3HA6INGTOACCO00O'ATEINTERI0AN')INA/GRA'ING 8TI/IT<6ER9ICECONNECTION66HOWNONTHE3/AN6RE48IRE6E3ARATE3ER0IT6)RO0THECE'ARRI9ERWATERAN'6EWER'I6TRICTAN'ARETO%EO%TAINE'%<THECONTRACTORAN'ARENOTCOOR'INATE'%<ORO%TAINE'%<.INGCO88NT<'3ERTHECONTRACTOR6HA//3RO9I'E)ORA//TE6TINGA6RE48IRE'%<THECIT<O)RENTONIN63ECTOR%AC.)I//0ATERIA/86E'IN38%/ICRIGHTO)WA<6HA//0EET6TAN'AR'63ECI)ICATION6AN'6HA//%EA33RO9E'%<THECIT<O)RENTONIN63ECTIONAN'ACCE3TANCEO)A//WOR.INTHE38%/ICRIGHTO)WA<6HA//%E'ONE%<RE3RE6ENTATI9E6O)CIT<O)RENTONIT6HA//%ETHECONTRACTOR6RE63ON6I%I/IT<TOCOOR'INATEAN'6CHE'8/EA33RO3RIATEIN63ECTION6A//OWING)OR3RO3ERA'9ANCENOTICETHECIT<O)RENTONIN63ECTOR0A<RE48IRERE0O9A/AN'RECON6TR8CTIONO)AN<ITE063/ACE'INTHERIGHTO)WA<THAT'ONOT0EETCO8NT<6TAN'AR'6ORTHATWERECON6TR8CTE'WITHO8TA33RO3RIATEIN63ECTION6THECONTRACTOR6HA//3RO9I'EAN'0AINTAINTE03ORAR<ERO6IONCONTRO/AN'6E'I0ENTATIONCO//ECTION)ACI/ITIE6TOEN68RETHAT6E'I0ENT/A'ENWATER'OE6NOTENTERTHENAT8RA/OR38%/IC'RAINAGE6<6TE0A6CON6TR8CTION3ROGRE66E6AN'8NE;3ECTE' 6EA6ONA/ CON'ITION6'ICTATEA''ITIONA/CONTRO/)ACI/ITIE60A<%ERE48IRE''8RINGTHECO8R6EO)CON6TR8CTIONIT6HA//%ETHEO%/IGATIONAN'RE63ON6I%I/IT<O)THECONTRACTORTOA''RE66AN<NEWCON'ITION6THAT0A<%ECREATE'%<THECONTRACTOR6ACTI9ITIE6AN'TO3RO9I'EA''ITIONA/)ACI/ITIE6THAT0A<%ENEE'E'TO3ROTECTA'-ACENT3RO3ERTIE6THECONTRACTOR6HA//.EE3A//3A9E'68R)ACE6INTHERIGHTO)WA<C/EAN%<6WEE3ING86E9AC880T<3E6WEE3ERCARE6HA//%EE;ERCI6E'WHENE;CA9ATINGNEARE;I6TINGCHARGE'WATER0AIN6A//8TI/IT<CRO66ING6NOTE'A6A6680E'ARE8N.NOWN'8RING'E6IGNTHE8N.NOWNE/E9ATION6AN'/OCATION6086T%E9ERI)IE'3RIORTOAN<8TI/IT<CON6TR8CTIONE/E9ATION6THAT'I))ER)RO0A6680E'E/E9ATION6HA//%E)ORWAR'E'TOTHECI9I/ENGINEER)ORRE9IEWCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4243
PR22-000224 C23000170 LUA22-0004000HONEY DEW ELEMENTARY SCHOOLSAFETY UPGRADESCOVER SHEETA''RE66:8NIONA9ENERENTONWA 3ARCE/AREA: 6)ORAC A3N 6)ORAC A3N SITE INFORMATIONR-424301O))6ITE3RE3ERATION3/ANO))6ITE3RE3ERATION3/ANO))6ITE3RE3ARATION'ETAI/6O))/A<O8T3/AN O))/A<O8T3/ANO))GRA'INGAN''RAINAGE3/ANO))IRRIGATION3/ANO))T<3ICA/6ECTION6O)))ENCE'ETAI/6O))6ITE'ETAI/6Sheet List TableO)CCO9ER6HEETO)CNOTE66HEETO)CO9ERA//'E0O/ITION TE6C3/ANO)C'E0O/ITION TE6C3/ANO)C'E0O/ITION TE6C3/ANO)CTE6C'ETAI/6O)CO9ERA//GRA'ING 3A9ING3/ANO)CGRA'ING 3A9ING3/AN O)CGRA'ING 3A9ING3/ANO)C3A9ING'ETAI/6O)C3A9ING'ETAI/6O)C3A9ING'ETAI/6O)C6ITE'ETAI/6O)C6ITE'ETAI/6condition of approval: project shall have an approved construction entrance toprevent tracking from earthwork machinery and hauling. construction entrance and staging locations will bedetermined onsite with the city's development engineer andinspector during the pre-construction meeting. noearthwork shall occur until the entrance and haulingroute has been established.DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023JDing 03/08/2023CURRENT PLANNING
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-424302DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
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-424303DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
T
T
T
T
T
T
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 Cg. 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-424304DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
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-424305DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
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 Wattles8NTSDEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
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-424307DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
T
T
T
T
T
T
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-424308DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
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-424309DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
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
R
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-424310DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
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-424311DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
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-424312DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
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.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) Bollard 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
ED
PAR.INGPERMI
T RE4UIREDSTATE DISA%LED P
AR.INGPERMIT RE4UIR
ED RESERVEDPARKINGRESERVEDPARKINGVANACCESSIBLE
PERPLANPERPLANPER PLAN
OC
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-424313DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
(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-424314DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023JDing 03/08/2023CURRENT PLANNING
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023
DEVELOPMENT ENGINEERINGMichael Sippo 03/08/2023