HomeMy WebLinkAboutP_CES Paving & Field Improvements_CC Plans_240718_v4OWNER:RENTON SCHOOL DISTRICTCAPITAL PLANNING CONSTRUCTION SOUTH TH STREETSEATTLE WA CONTACT: MATT )ELDMEYERMATTHEW)ELDMEYER#RENTONSCHOOLSUSENGINEER:-ACO%SON CONSULTING ENGINEERS S .ING STREET SUITE SEATTLE WA CONTACT: SASCHA EASTMANSASCHA#-ACO%SONENGINEERSCOMLANDSCAPE:ARCHITECT)ORA LANDSCAPE ARCHITECTS NE TH STREETSEATTLE WA CONTACT: TODD YINGLINGTODD#)ORALANDLEGAL DESCRIPTIONCASCADE ELEMENTARY SCHOOLA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.GENERAL NOTESCONSTRUCTION SEQUENCE%E)ORE ANY CONSTRUCTION ACTIVITY ARRANGE AND ATTEND PRECONSTRUCTION CON)ERENCES WITHCITY O) RENTON AND -ACO%SON CONSULTING ENGINEERSCOMPLY WITH CONSTRUCTION PHASING RE4UIREMENTS IDENTI)IED IN DRAWINGS ANDSPECI)ICATIONSPROVIDE TEMPORARY AND INTERIM MEASURES RE4UIRED )OR E;ECUTION O) THE WOR.VERI)Y VERTICAL AND HORI=ONTAL LOCATIONS O) ALL E;ISTING UNDERGROUND UTILITIES CONTACTALL UTILITY COMPANIES OR PROVIDERS THAT MAY %E A))ECTED %Y THE PROPOSED CONSTRUCTIONCALL AND UTILI=E PRIVATE LOCATING COMPANY ALONG THE ENTIRE WOR. AREAPROVIDE CATCH %ASIN PROTECTION AND OTHER APPROPRIATE TESC MEASURES INCLUDING STRAWWATTLES ETC COORDINATE WITH .ING COUNTY INSPECTOR%AC.)ILL AND COMPACT TRENCH PATCH AND RESTORE SITE PER PLANSINSTALL ALL NEW PAVING LANDSCAPING AND SITE STA%ILI=ATIONCONTACT DESIGN ENGINEER AND CITY SO THEY CAN PUNCH LIST THE SITE ADDRESS PUNCH LISTITEMS AS RE4UIREDPAVING AND FIELD IMPROVEMENTS* CY )OR REMOVAL O) O) SOD ORGANICSAND DE%RIS )ROM E;ISTING ATHLETIC )IELD** CY )OR IMPORT O) O) )ILL MATERIAL)OR )IELDNOTE:THE 4UANTITIES SHOWN ARE PRELIMINARY ESTIMATESONLY AND INTENDED )OR MUNICIPAL PERMITTING ANDREVIEW )EES THE CONTRACTOR SHALL IGNORE THESE4UANTITIES THEY ARE E;CLUDED )ROM THE %IDDOCUMENT IN)ORMATION THESE VOLUMES SHALL NOT%E USED %Y THE CONTRACTOR AS A %ASIS )OR ANYCONTRACTUAL IN)ORMATION THE CONTRACTOR SHALLPREPARE THEIR OWN EARTHWOR. 4UANTITIES %ASEDON THE IN)ORMATION PROVIDED IN THE CONTRACTDOCUMENTS INCLUDING %UT NOT LIMITED TODRAWINGS SPECI)ICATIONS AND THE GEOTECHNICALREPORTEARTHWORK QUANTITIESE;CAVATION* CY)ILL** CYTOTAL EARTHWOR. CYTHE 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 )ROM DAMAGE DURING CONSTRUCTION I) E;ISTING UTILITIES AREDAMAGED THE CONTRACTOR SHALL IMMEDIATELY NOTI)Y THE UTILITY PURVEYOR OWNER AND THEENGINEER THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS E;ISTING CONDITION WSDOT SEC APWA SUPPLEMENT THE CONTRACTOR IS RESPONSI%LE )OR THE MEANS AND THE METHODSO) CONSTRUCTION )OR WOR. SHOWN ON THESE PLANSALL E;CAVATION TRENCHING SU%GRADE PREPARATION )ILL PLACEMENT AND ALL SOIL WOR. INGENERAL SHALL %E CONDUCTED IN COMPLIANCE WITH THE CITY O) RENTON STANDARDSCONTRACTOR SHALL %E RESPONSI%LE )OR HIRING A PRO)ESSIONAL LAND SURVEYOR TO RE)ERENCEE;ISTING MONUMENTS ON OR AD-OINING ESTA%LISHED SAID POINTS AT PRO-ECT COMPLETION THISREESTA%LISHMENT SHALL %E DOCUMENTED %Y RECORD O) SURVEY PREVIOUS TO DEMOLITION ORCONSTRUCTION AND TO RECORNER RECORD AS DESCRI%ED IN WAC CONTRACTOR SHALL MAINTAIN A )OOT MINIMUM HORI=ONTAL CLEARANCE )ROM THE WATER MAINAND OTHER UTILITIES LH GAS CA%LE POWER ETC I) SAID CLEARANCE CANNOT %E MAINTAINEDCONTACT ENGINEER )OR APPROVAL AND RECORD E;ACT MEASUREMENTS O) THE UTILITY LINES ON THEAS%UILT DRAWINGS A )OOT MINIMUM HORI=ONTAL CLEARANCE MUST %E MAINTAINED %ETWEENWATER MAIN AND SANITARY SEWERSCHEDULE WITH CITY AND OWNER HOURS MINIMUM NOTICE )OR WATER MAIN SHUT DOWN ON THESCHOOL SITE INSTALL CITY STANDARD TESTING CONNECTION ON NEW WATER MAIN )OLLOWINGCOMPLETION O) NEW WATER SYSTEM CONSTRUCTION TESTING AND ACCEPTANCE %Y THE CITYREMOVE TESTING CONNECTION AND INSTALL SEGMENT O) DI PIPE LENGTH TO SUIT WITH TWO LONGPATTERN SLEEVES INSTALLATION AND CONNECTION TO E;ISTING WATER SYSTEM SHALL %E WITH CITY INSPECTIONUNDERGROUND UTILITIES ARE SHOWN IN THE APPRO;IMATE LOCATION THERE IS NOT A GUARANTEETHAT ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION SI=E AND MATERIAL IS ACCURATE THECONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS INTER)ERENCE
S ORCONNECTIONS OCCUR PRIOR TO TRENCHING OR E;CAVATION )OR ANY PIPE OR STRUCTURES TODETERMINE ACTUAL LOCATIONS SI=E AND MATERIAL THE CONTRACTOR SHALL MA.E THE APPROPRIATEPROVISION )OR PROTECTION O) SAID )ACILITIES THE CONTRACTOR SHALL NOTI)Y ONE CALL AT AND ARRANGE )OR PU%LIC AND PRIVATE )IELD LOCATION O) E;ISTING )ACILITIES %E)ORECONSTRUCTIONSCHEDULE WITH CITY HOURS MINIMUM NOTICE )OR WATER METER SHUTO)) AND TO RETIREMETERSPROJECT NOTESVICINITY MAPALL WOR. SHALL CON)ORM TO THE DESIGN AND CONSTRUCTION STANDARDS AND SPECI)ICATIONS )ORCITY O) RENTON A COPY O) THESE DOCUMENTS SHALL %E ON SITE DURING CONSTRUCTIONA COPY O) THE APPROVED PLANS MUST %E ON SITE WHENEVER CONSTRUCTION IS IN PROGRESSERRORS AND OMISSIONS ON THE PERMITTED PLANS MUST %E CORRECTED %Y THE ENGINEER ANDAPPROVED %Y THE CITY O) RENTONALL PERMITS RE4UIRED )OR WOR. WITHIN THE PU%LIC RIGHT O) WAY MUST %E O%TAINED %Y THECONTRACTOR PRIOR TO THE START O) CONSTRUCTIONPRIOR TO THE START O) CONSTRUCTION WITHIN THE RIGHT O) WAY THE CONTRACTOR SHALLSCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CITY O) RENTON THE OWNERRECORD ENGINEER CONTRACTOR AND DESIGNATED SU%CONTRACTORS SHALL %E PRESENT AT THEPRECONSTRUCTION MEETINGE;ISTING PAVED SUR)ACES INCLUDING ROADWAYS SIDEWAL.S AND CUR%S THAT ARE DAMAGED %YNEW CONSTRUCTION SHALL %E REPAIRED AS RE4UIRED %Y CITY O) RENTON AND THEIR INSPECTORSALL DAMAGE TO CITY IN)RASTRUCTURE CAUSED %Y THE CONSTRUCTION SHALL %E REPAIRED ASRE4UIRED %Y THE CITY O) RENTONTHE APPROVED PLANS SHOW THE APPRO;IMATE AREA O) PAVEMENT RESTORATION %ASED ON THEDEPTH O) UTILITY CUTS ANDOR THE AREA O) CUR% ANDOR PAVEMENT TO %E REMOVED ANDREPLACED THE ACTUAL LIMITS O) THE PAVEMENT RESTORATION SHALL %E DETERMINED IN THE )IELD%Y THE CITY O) RENTON INSPECTORS PRIOR TO THE PAVEMENT RESTORATION SURVEYING AND STA.ING O) ALL IMPROVEMENTS IN THE PU%LIC RIGHT O) WAY SHALL %E COMPLETEDPRIOR TO CONSTRUCTION SURVEY CUT SHEETS MUST %E COORDINATED WITH CITY O) RENTONINSPECTORS AT LEAST DAYS PRIOR TO CONSTRUCTIONI) AN E;ISTING CUR% IS TO %E REMOVED AND REPLACED IN THE SAME LOCATION THE CONTRACTORSHALL PROVIDE THE CITY O) RENTON INSPECTOR A PLAN WITH E;ISTING )LOW LINE AND TOP O) CUR%ELEVATIONS IDENTI)IED PERMITTEE TO STA.E THE LOCATION O) THE E;ISTING CUR% PRIOR TODEMOLITIONTHE CONTRACTOR SHALL %E RESPONSI%LE )OR RE)ERENCING AND REPLACING ALL MONUMENTS THATMAY %E DISTUR%ED DESTROYED OR REMOVED %Y THE PRO-ECT AND SHALL )ILE AN APPLICATION )ORPERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENTO) NATURAL RESOURCES PURSUANT TO RCW THE CONTRACTOR SHALL SU%MIT ALL APPLICA%LE DOCUMENTS AS RE4UIRED PER THE CITY O) RENTONDESIGN AND CONSTRUCTION STANDARDS AND SPECI)ICATIONS PRIOR TO CONSTRUCTION A MATERIALSOURCE )ORM )OR ALL MATERIALS TO %E PLACED IN THE RIGHT O) WAY AND MI; DESIGNS )OR ALLASPHALT CONCRETE AND AGGREGATES TO %E PLACED IN THE RIGHT O) WAY MUST %E SU%MITTED TOTHE CITY O) RENTON )OR REVIEW AND APPROVAL PRIOR TO %EGINNING CONSTRUCTIONTHE CONTRACTOR SHALL NOTI)Y THE .ING COUNTY )IRE PROTECTION DISTRICT NO AT LEASTTWENTY)OUR HOURS IN ADVANCE O) ALL WATER SERVICE INTERRUPTIONS HYDRANT SHUTO))SAND STREET CLOSURES OR OTHER ACCESS %LOC.AGE THE CONTRACTOR SHALL ALSO NOTI)Y THE )IREDISTRICT O) ALL NEW RELOCATED OR ELIMINATED HYDRANTS RESULTING )ROM 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 UTILITY LOCATOR )OR ALL ONSITE WOR. ON THE PRO-ECTAND AD-ACENT PRIVATE PROPERTIES AT LEAST HOURS PRIOR TO CONSTRUCTIONIT IS THE SOLE RESPONSI%ILITY O) THE CONTRACTOR TO VERI)Y THE ACCURACY O) ALL UTILITYLOCATIONS SHOWN AND TO )URTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICHMAY %E A))ECTED %Y THE IMPLEMENTATION O) THIS PLAN THIS MAY 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 UTILITY ACCESS STRUCTURES TO )INISH GRADE WITHIN AREAS A))ECTED %YTHE PROPOSED IMPROVEMENTS THIS INCLUDES AS RE4UIRED DURING PHASING TO ACCOMMODATEINTERIM AND )INAL GRADING UTILITY SERVICE CONNECTIONS SHOWN ON THE PLANS RE4UIRE SEPARATE PERMITS )ROM THE CEDARRIVER WATER AND SEWER DISTRICT AND ARE TO %E O%TAINED %Y THE CONTRACTOR AND ARE NOTCOORDINATED %Y OR O%TAINED %Y .ING COUUNTY DPERTHE CONTRACTOR SHALL PROVIDE )OR ALL TESTING AS RE4UIRED %Y THE CITY O) RENTON INSPECTOR%AC.)ILL MATERIAL USED IN PU%LIC RIGHTO)WAY SHALL MEET STANDARD SPECI)ICATIONS ANDSHALL %E APPROVED %Y THE CITY O) RENTONINSPECTION AND ACCEPTANCE O) ALL WOR. IN THE PU%LIC RIGHTO)WAY SHALL %E DONE %YREPRESENTATIVES O) CITY O) RENTON IT SHALL %E THE CONTRACTORS RESPONSI%ILITY TOCOORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING )OR PROPER ADVANCE NOTICETHE CITY O) RENTON INSPECTOR MAY RE4UIRE REMOVAL AND RECONSTRUCTION O) ANY ITEMS PLACEDIN THE RIGHT O) WAY THAT DO NOT MEET COUNTY STANDARDS OR THAT WERE CONSTRUCTED WITHOUTAPPROPRIATE INSPECTIONSTHE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AND SEDIMENTATIONCOLLECTION )ACILITIES TO ENSURE THAT SEDIMENTLADEN WATER DOES NOT ENTER THE NATURAL ORPU%LIC DRAINAGE SYSTEM AS CONSTRUCTION PROGRESSES AND UNE;PECTED SEASONAL CONDITIONS DICTATE ADDITIONAL CONTROL )ACILITIES MAY %E RE4UIRED DURING THE COURSE O)CONSTRUCTION IT SHALL %E THE O%LIGATION AND RESPONSI%ILITY O) THE CONTRACTOR TO ADDRESSANY NEW CONDITIONS THAT MAY %E CREATED %Y THE CONTRACTORS ACTIVITIES AND TO PROVIDEADDITIONAL )ACILITIES THAT MAY %E NEEDED TO PROTECT AD-ACENT PROPERTIESTHE CONTRACTOR SHALL .EEP ALL PAVED SUR)ACES IN THE RIGHT O) WAY CLEAN %Y SWEEPING USEVACUUM TYPE SWEEPERCARE SHALL %E E;ERCISED WHEN E;CAVATING NEAR E;ISTING CHARGED WATER MAINSALL UTILITY CROSSINGS NOTED AS ASSUMED ARE UN.NOWN DURING DESIGN THE UN.NOWNELEVATIONS AND LOCATIONS MUST %E VERI)IED PRIOR TO ANY UTILITY CONSTRUCTION ELEVATIONSTHAT DI))ER )ROM ASSUMED ELEVATION SHALL %E )ORWARDED TO THE CIVIL ENGINEER )OR REVIEWCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSCOVER SHEETADDRESS: TH AVE SERENTON WA PARCEL AREA: S) OR AC APN S) OR AC APN SITE INFORMATIONBID SETNAVD VERTICAL DATUMTIED CITY O) RENTON MONUMENT NO ELEVATION THE LAND RE)ERRED TO HEREIN %ELOW IS SITUATED IN THE COUNTY O) .INGSTATE O) WASHINGTON AND IS DESCRI%ED AS )OLLOWS:LOT O) CITY O) RENTON SHORT PLAT NO LUA RECORDED -ANUARY AS RECORDING NO IN.ING COUNTY WASHINGTONWASHINGTON STATE PLANE COORDINATE SYSTEM NORTH =ONECITY O) RENTON HORI=ONTAL CONTROL: NAD HOLDING CITY MONUMENT NUM%ERS AND POINT NON E POINT NON E A LINE %ETWEEN THE TWO )OUND MONUMENTS %EARS N
EVERTICAL DATUMBASIS OF BEARINGOWNER:REPRESENTATIVEHAINLINE ST AVE S SUITE SEATTLE WA CONTACT: .YLE MCLEOD.MCLEOD#HAINLINENETSheet List TableSHEET O) CCOVER SHEETSHEET O) CNOTES SHEETSHEET O) COVERALL DEMO TESC PLANSHEET O) CDEMO TESC PLANSHEET O) CDEMO TESC PLANSHEET O) CTESC DETAILSSHEET O) COVERALL CIVIL SITE PLANSHEET O) CCIVIL SITE PLANSHEET O) CCIVIL SITE PLANSHEET O) CCIVIL DETAILSSHEET O) CADA OVERALL CIVIL SITE PLANSHEET O) CADA DEMO TESC PLANSHEET O) CADA PAVING HORI=ONTAL CONTROL PLANSHEET O) CADA GRADING PLANSHEET O) CADA CIVIL DETAILSSHEET O) CADA CIVIL DETAILSSHEET O) LOVERALL SITE PLANSHEET O) LSITE PLAN ENLARGEMENTSHEET O) LSITE PLAN ENLARGEMENTSHEET O) LOVERALL PLANTING PLAN SCHEDULE NOTESSHEET O) LPLANTING PLAN ENLARGEMENTSHEET O) LPLANTING PLAN ENLARGEMENTSHEET O) LSOILS PLANSHEET O) LOVERALL IRRIGATION PLANSHEET O) LIRRIGATION PLAN ENLARGEMENTSHEET O) LIRRIGATION PLAN ENLARGEMENTSHEET O) LIRRIGATION LEGEND NOTESSHEET O) LIRRIGATION DETAILSSHEET O) LSITE DETAILSSHEET O) LSITE DETAILSSHEET O) LSITE DETAILSSHEET O) LSITE DETAILSSHEET O) LSITE DETAILSSHEET O) LSITE DETAILSSHEET O) LSTAIR AND RAMP PRO)ILESSHEET O) LOVERALL GRADING PLANSHEET O) LGRADING PLAN ENLARGEMENTSHEET O) LGRADING PLAN ENLARGEMENTSHEET O) LOVERALL SU%DRAINAGE PLANSHEET O) LSU%DRAINAGE DETAILSR-429301DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSNOTES SHEETR-429302THE )OLLOWING IS A LISTING O) GENERAL NOTES THAT SHALL %E INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ESC PLAN SET ALL THE NOTES ON THE LIST MAY NOT PERTAIN TOEVERY PRO-ECT THE APPLICANT OR OWNER HERE%Y RE)ERRED TO AS APPLICANT MAY STRI.E OUT IRRELEVANT NOTES I) NOT APPLICA%LE TO THE PRO-ECT HOWEVER THE APPLICANT SHALLNOT RENUM%ER NOR EDIT THE REMAINING NOTES I) ADDITIONAL NOTES ARE NEEDED )OR SPECI)IC ASPECTS THEY SHALL %E ADDED A)TER THE ESC STANDARD PLAN NOTES%E)ORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS A PRE CONSTRUCTION MEETING SHALL %E HELD AMONG THE CITY O) RENTON HERE%Y RE)ERRED TO AS THE CITY THEAPPLICANT AND THE APPLICANT
S CONTRACTORTHE APPLICANT IS RESPONSI%LE )OR O%TAINING THE WASHINGTON STATE DEPARTMENT O) ECOLOGY ECOLOGY CONSTRUCTION STORMWATER GENERAL PERMIT I) IT IS RE4UIRED )OR THEPRO-ECT THE APPLICANT SHALL PROVIDE THE CITY COPIES O) ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMITTHE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SE4UENCE DETAILING THE ORDERED STEPS THAT SHALL %E )OLLOWED )ROM CONSTRUCTION COMMENCEMENT TO POST PRO-ECTCLEANUP IN ORDER TO )UL)ILL PRO-ECT ESC RE4UIREMENTSTHE %OUNDARIES O) THE CLEARING LIMITS SENSITIVE AREAS AND THEIR %U))ERS AND AREAS O) VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRI%ED ON THE PLAN S SHALL %ECLEARLY DELINEATED %Y )ENCING AND PROTECTED IN THE )IELD IN ACCORDANCE WITH APPENDI; D O) THE CITY O) RENTON SUR)ACE WATER DESIGN MANUAL RENTON SWDM PRIOR TO THESTART O) CONSTRUCTION DURING THE CONSTRUCTION PERIOD NO DISTUR%ANCE %EYOND THE CLEARING LIMITS SHALL %E PERMITTED THE CLEARING LIMITS SHALL %E MAINTAINED %Y THEAPPLICANT ESC SUPERVISOR )OR THE DURATION O) CONSTRUCTIONSTA%ILI=ED CONSTRUCTION ENTRANCES SHALL %E INSTALLED AT THE %EGINNING O) CONSTRUCTION AND MAINTAINED )OR THE DURATION O) THE PRO-ECT ADDITIONAL MEASURES SUCH ASCONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS MAY %E RE4UIRED TO ENSURE THAT ALL PAVED AREAS ARE .EPT CLEAN AND TRAC. OUT TO ROAD RIGHT O) WAY DOES NOT OCCUR )ORTHE DURATION O) THE PRO-ECT I) SEDIMENT IS TRAC.ED O))SITE PU%LIC ROADS SHALL %E CLEANED THOROUGHLY AT THE END O) EACH DAY OR MORE )RE4UENTLY DURING WET WEATHERAS NECESSARY TO PREVENT SEDIMENT )ROM ENTERING WATERS O) THE STATEWASHOUT )ROM CONCRETE TRUC.S SHALL %E PER)ORMED O)) SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY DO NOT WASH OUT CONCRETE TRUC.S ONTO THE GROUND OR TOSTORM DRAINS OR OPEN DITCHES ON SITE DUMPING O) E;CESS CONCRETE SHALL ONLY 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 O) SEDIMENT TOSUR)ACE WATER DRAINAGE SYSTEMS AND AD-ACENT PROPERTIES ALL ESC %MPS SHALL %E MAINTAINED IN A SATIS)ACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND ORCONSTRUCTION IS COMPLETE AND POTENTIAL )OR ON SITE EROSION HAS PASSED ALL ESC %MPS SHALL %E REMOVED A)TER CONSTRUCTION IS COMPLETED AND THE SITE HAS %EENSTA%ILI=ED TO ENSURE POTENTIAL )OR ON SITE EROSION DOES NOT E;IST THE IMPLEMENTATION MAINTENANCE REPLACEMENT ENHANCEMENT AND REMOVAL O) ESC %MPS SHALL %E THERESPONSI%ILITY O) THE APPLICANTANY HA=ARDOUS MATERIALS OR LI4UID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNO)) SHALL %E DISPOSED O) PROPERLY THE ESC %MPS DEPICTED ON THIS DRAWING ARE INTENDED TO %E MINIMUM RE4UIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNE;PECTED ORSEASONAL CONDITIONS DICTATE THE APPLICANT SHALL ANTICIPATE THAT MORE ESC %MPS WILL %E NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURINGTHE COURSE O) CONSTRUCTION IT SHALL %E THE O%LIGATION AND RESPONSI%ILITY O) THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY %E CREATED %Y THE ACTIVITIES AND TOPROVIDE ADDITIONAL ESC %MPS OVER AND A%OVE MINIMUM RE4UIREMENTS AS MAY %E NEEDED TO PROTECT AD-ACENT PROPERTIES AND WATER 4UALITY O) THE RECEIVING DRAINAGESYSTEMAPPROVAL O) THIS PLAN IS )OR ESC ONLY IT DOES NOT CONSTITUTE AN APPROVAL O) STORM DRAINAGE DESIGN SI=E NOR LOCATION O) PIPES RESTRICTORS CHANNELS OR STORMWATER)ACILITIESANY DEWATERING SYSTEM NECESSARY )OR THE CONSTRUCTION O) STORMWATER )ACILITIES SHALL %E SU%MITTED TO THE CITY )OR REVIEW AND APPROVALANY AREAS O) E;POSED SOILS INCLUDING ROADWAY EM%AN.MENTS THAT WILL NOT %E DISTUR%ED )OR TWO DAYS DURING THE WET SEASON OCTO%ER ST THROUGH APRIL TH OR SEVENDAYS DURING THE DRY SEASON MAY ST THROUGH SEPTEM%ER TH SHALL %E IMMEDIATELY STA%ILI=ED WITH THE APPROVED ESC COVER METHODS EG SEEDING MULCHING PLASTICCOVERING ETC IN CON)ORMANCE WITH APPENDI; D O) THE RENTON SWDMWET SEASON ESC RE4UIREMENTS APPLY TO ALL CONSTRUCTION SITES %ETWEEN OCTO%ER ST AND APRIL TH UNLESS OTHERWISE APPROVED %Y THE CITYANY AREA NEEDING ADDITIONAL ESC MEASURES NOT RE4UIRING IMMEDIATE ATTENTION SHALL %E ADDRESSED WITHIN SEVEN DAYSTHE ESC %MPS ON INACTIVE SITES SHALL %E INSPECTED AND MAINTAINED AT A MINIMUM O) ONCE A MONTH OR WITHIN HOURS )OLLOWING A STORM EVENT INSPECTION AND MAINTENANCESHALL OCCUR MORE )RE4UENTLY AS RE4UIRED %Y THE CITY%E)ORE COMMENCEMENT O) ANY CONSTRUCTION ACTIVITY CATCH %ASIN INSERTS PER THE CITY STANDARD PLAN SHALL %E PROVIDED )OR ALL STORM DRAIN INLETS DOWNSLOPE ANDWITHIN )EET O) A DISTUR%ED OR CONSTRUCTION AREA UNLESS THE RUNO)) THAT ENTERS THE INLET WILL %E CONVEYED TO A SEDIMENT POND OR TRAP ALL CATCH %ASIN INSERTS SHALL%E PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE )ULLY )UNCTIONING CONDITIONAT NO TIME SHALL SEDIMENT ACCUMULATION E;CEED O) THE CAPACITY O) THE CATCH %ASIN SUMP ALL CATCH %ASINS AND CONVEYANCE LINES SHALL %E CLEANED PRIOR TO PAVING THECLEANING OPERATION SHALL NOT )LUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEMANY PERMANENT STORMWATER )ACILITY LOCATION USED AS A TEMPORARY SETTLING %ASIN SHALL %E MODI)IED WITH THE NECESSARY ESC %MPS AND SHALL PROVIDE ADE4UATE STORAGECAPACITY I) THE TEMPORARY )ACILITY IS TO ULTIMATELY )UNCTION AS AN IN)ILTRATION SYSTEM IN ITS PERMANENT STATE THE TEMPORARY )ACILITY SHALL %E ROUGH GRADED SO THAT THE%OTTOM AND SIDES ARE AT LEAST THREE )EET A%OVE THE )INAL GRADE O) THE PERMANENT )ACILITY AREAS DESIGNATED ON THE PLAN S CONTAINING E;ISTING STORMWATER )ACILITIES OR ON SITE %MPS AMENDED SOILS %IORETENTION PERMEA%LE PAVEMENT ETC SHALL %E CLEARLY)ENCED AND PROTECTED USING ESC %MPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTIONPRIOR TO THE %EGINNING O) THE WET SEASON OCTO%ER ST ALL DISTUR%ED AREAS SHALL %E INSPECTED TO IDENTI)Y WHICH ONES SHALL %E SODDED OR SEEDED IN PREPARATION )OR THEWINTER RAINS DISTUR%ED AREAS SHALL %E SODDED OR SEEDED WITHIN ONE WEE. O) THE %EGINNING O) THE WET SEASON AN E;HI%IT O) THOSE AREAS TO %E SODDED OR SEEDED ANDTHOSE AREAS TO REMAIN UNCOVERED SHALL %E SU%MITTED TO THE CITY )OR REVIEWPRIOR TO )INAL CONSTRUCTION ACCEPTANCE THE PRO-ECT SITE SHALL %E STA%ILI=ED TO PREVENT SEDIMENT LADEN WATER )ROM LEAVING THE PRO-ECT SITE ALL ESC %MPS SHALL %EREMOVED AND STORMWATER CONVEYANCE SYSTEMS )ACILITIES AND ON SITE %MPS SHALL %E RESTORED TO THEIR )ULLY )UNCTIONING CONDITION ALL DISTUR%ED AREAS O) THE PRO-ECTSITE SHALL %E VEGETATED OR OTHERWISE PERMANENTLY STA%ILI=ED AT A MINIMUM DISTUR%ED AREAS SHALL %E SODDED OR SEEDED AND MULCHED TO ENSURE THAT SU))ICIENT COVERWILL DEVELOP SHORTLY A)TER )INAL APPROVAL MULCH WITHOUT SEEDING IS ADE4UATE )OR AREAS TO %E LANDSCAPED %E)ORE OCTO%ER STROC.ERIES ARE CONSIDERED TO %E A METHOD O) %AN. STA%ILI=ATION AND EROSION CONTROL ROC.ERIES SHALL NOT %E CONSTRUCTED TO SERVE AS RETAINING WALLS ALL ROC.ERIES INCITY ROAD RIGHTS O) WAY SHALL %E CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS ROC.ERIES OUTSIDE O) ROAD RIGHTS O) WAY SHALL %E CONSTRUCTED IN ACCORDANCE WITHTHE INTERNATIONAL %UILDING CODECITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTESDEVELOPMENT ENGINEERINGSAMorman 07/19/2024
116TH AVENUE SE
CITY OF SEATTLE PIPELINE R/WCITY OF SEATTLE PIPELINE R/WSWSWSWSW
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SCALE 1"=50'LEGENDSAWCUT LINEREMOVE CUR%INGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERTY LINE)ENCINGINLET PROTECTIONIPCASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSOVERALL DEMO & T.E.S.C. PLANC101C102E;ISTINGENTRYE;ITE;ISTINGENTRYE;ISTING PAR.ING LOTE;ISTING )IRE LANEE;ISTING SERVICEDELIVERY DRIVEE;
WATERLINEEASEMENTE;ISTING COVEREDPLAY STRUCTUREE;ISTING STA)) ANDVISITOR PAR.ING LOTMAIN SCHOOLENTRANCEE;ISTING ASPHALTPLAY AREAE;ISTING SO)TSUR)ACE PLAYGROUNDE;ISTING DROPO))AND PIC.UP DRIVEWAYE;
CITY O) SEATTLEPIPELINE EASEMENTE;ISTING CLASSROOM %UILDINGE;ISTING )AMILY )IRST %UILDINGTA; PARCEL E;ISTING ATHLETIC )IELDTA; PARCEL E;ISTING ATHLETIC )IELDSTRAW WATTLESW)ILTER )A%RIC )ENCING))REMOVE E; VEHICLE SWINGGATE E; POSTS SHALL %E CUTAND TORCHED DOWN TO GRADE-AC. HAMMERCHIP OUT E;CONCRETE )OOTINGS THAT AREA%OVE GRADE AS NEEDED TO %E)LUSH WITH GRADE )ILL INHOLES LE)T %EHIND )ROM POSTREMOVAL WITH CONCRETE)LUSH TO E; GRADEREMOVE E;
CHAINLIN. PASSTHROUGH GATE CONTRACTORSHALL CON)IRM LOCATION WITHOWNER PRIOR TO CONSTRUCTIONR-429303E;ISTING )ENCE TO REMAINSCHEDULE MA-OR LAND DISTUR%ING ACTIVITIES DURING THE DRY MONTHS AND ALLOWTIME %E)ORE THE WET SEASON %EGINS TO ADE4UATELY STA%ILI=E THE DISTUR%EDGROUNDPHASE ANDOR SCHEDULE CONSTRUCTION TO LIMIT THE AMOUNT O) DISTUR%EDUNSTA%ILI=ED SOIL E;POSED AT ANY ONE TIME)ENCE OR )LAG AREAS TO %E PROTECTED OR LE)T UNDISTUR%ED DURINGCONSTRUCTION INCLUDING INSTALLATION O) TEMPORARY CONSTRUCTION )ENCINGSTRIP AND CLEAR AND GRU% )IELD SU))ICIENTLY )OR INSTALLATION O) TEMPORARYEROSION SEDIMENTATION CONTROL ESC %MPSINSTALL TEMPORARY ESC MEASURES INDICATED ON PLANS INCLUDING SILT )ENCECATCH %ASIN INSERTS AND STRAW WATTLES COORDINATE WITH CITY O) RENTONINSPECTOR%EGIN GRADING AND E;CAVATION )OR )IELD UNDERDRAIN AND IRRIGATION PIPING AND)OR PAVEMENT SU%GRADESTEMPORARILY STA%ILI=E SITE THROUGH REVEGETATION HYDROSEED MULCHING OROTHER APPROPRIATE %MPS AS A RESULT O) SITE GRADING IN AREAS THAT WILL NOTRECEIVE HARDSCAPECONSTRUCT STORM AND IRRIGATION UTILITIES CONCRETE ASPHALT AND PERMEA%LEPAVEMENTS AS WELL AS STAIRS CHEE. WALLS AND MOW STRIPS )OR )ENCING PLACE )ILL SECTION AND LAWNSEED )OR PLAY)IELDREMOVE TEMPORARY ESC )ACILITIES UPON COMPLETION O) CONSTRUCTION AND ONLYONCE SITE IS STA%ILI=ED INSPECTED AND APPROVED %Y CITY O) RENTON INSPECTORTESC CONSTRUCTION SEQUENCE
DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
))))))INSTALL SILT )ENCESEE DETAIL TYP CIPINSTALL SILT)ENCEREMOVE E;DUGOUT %ENCHESREMOVE E; DUGOUTCONCRETE PADREMOVE E; DUGOUT%AC.STOP AND CHAINLIN.)ENCING INCLUDING GATESPOSTS AND )OUNDATIONS TYP REMOVE E;DUGOUT %ENCHESREMOVE E; DUGOUTCONCRETE PADIPINSTALL CATCH %ASINPROTECTION TYP SEE DETAILCPROTECT E;COVERED PLAYSTRUCTURESAWCUT AND REMOVE PORTIONO) E; ASPHALT PLAY AREA TOINSTALL NEW )OOT%ALL )IELDSEE SHEET CTA; PARCEL E;ISTING ATHLETIC )IELDE;ISTING ASPHALT PLAYE;ISTING ATHLETIC )IELDREMOVE E;
CHAINLIN. PASSTHROUGH GATEREMOVE E;
CHAINLIN. )ENCE THERE IS NO MOW STRIP ANDREPLACE WITH
TALL GALVANI=EDCHAINLIN. )ENCE PER L
SCAPE PLANSE;ISTING ATHLETIC )IELD WITH UNDERDRAINSTORM SYSTEM TO %E RECONDITIONED WITHTOP O) SOD ORGANICS AND DE%RIS TO%E STRIPPED AND REMOVED THEN PLACING )ILLMATERIAL TO %RING )IELD UP TO )INISH GRADEPER PLANS E;ISTING UNDERDRAIN PIPES ANDSECTION %ELOW O) ROOT =ONE MI; AND SANDTO REMAIN WITH SU%GRADE NOT %EINGDISTUR%ED SEE LANDSCAPE PLANS))INSTALL SILT )ENCESEE DETAIL TYP CCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450SCALE 1"=20'CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSDEMO & T.E.S.C. PLANA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SEE RIGHT FOR CONTINUATIONSEE LEFT FOR CONTINUATIONSEE SHEET C102 FOR CONTINUATION
LEGENDSAWCUT LINEREMOVE CUR%INGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERTY LINE)ENCINGINLET PROTECTIONIPSTRAW WATTLESW)ILTER )A%RIC )ENCING))R-429304NOTE:INSTALL CONSTRUCTION )ENCING AROUND LIMITS O)WOR. TO PROTECT STA)) AND STUDENTS AND SECURE-O%SITE CONTRACTOR SHALL ERECT )ENCE AROUND-O%SITE AND AD-UST AS CONSTRUCTION CONDITIONSCHANGE OR AS PHASING ALLOWS CONTRACTOR CAN UTILI=EE;ISTING PERIMETER )ENCING AS SECURITY )ENCING ANDTHEN SUPPLEMENT ON THE WEST SIDE O) THE SITE ASNEEDED ANY SECTIONS O) E;ISTING )ENCING THAT IS NOT)T HIGH SHALL HAVE TEMPORARY )T HIGH CHAINLIN.)ENCING INSTALLED NE;T TO IT SEE DETAIL C
DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
))))))IPINSTALL CATCH %ASINPROTECTION TYP SEE DETAILCCONTRACTOR SHALL PROTECT APORTION O) ASPHALT TOREMAIN )OR SURVEY%ENCHMAR. TO %E PRESERVEDSAWCUT AND REMOVE PORTIONO) E; ASPHALT PLAY AREA TOINSTALL NEW )OOT%ALL )IELDSEE SHEET CIPIPIPIPIPIPPROTECT E; %ELOWGRADE POWER CONDUIT ASSUMED DEPTH O)COVER IS )T INSTALL SILT )ENCESEE DETAIL TYP CSW
SWSWSWSWSWSWSWSWSWREMOVE E;DUGOUT %ENCHESREMOVE E; DUGOUTCONCRETE PADREMOVE E; DUGOUT%AC.STOP AND CHAINLIN.)ENCING INCLUDING GATESPOSTS AND )OUNDATIONS TYP REMOVE E;DUGOUT %ENCHESREMOVE E; DUGOUTCONCRETE PADPROTECT E;LIGHT POLE ANDPOST TO REMAINPROTECT E; SIGNAND POST TOREMAININSTALL STRAWWATTLESEE DETAILCPROTECT E; CHAINLIN.)ENCE TO REMAINE;ISTING ATHLETIC )IELD WITH UNDERDRAINSTORM SYSTEM TO %E RECONDITIONED WITHTOP O) SOD ORGANICS AND DE%RIS TO%E STRIPPED AND REMOVED THEN PLACING )ILLMATERIAL TO %RING )IELD UP TO )INISH GRADEPER PLANS E;ISTING UNDERDRAIN PIPES ANDSECTION %ELOW O) ROOT =ONE MI; AND SANDTO REMAIN WITH SU%GRADE NOT %EINGDISTUR%ED SEE LANDSCAPE PLANSTA; PARCEL E;ISTING ATHLETIC )IELDE;ISTING ATHLETIC )IELDTA; PARCEL E;ISTING ASPHALT PLAYE; SO)TSUR)ACE PLAYE;ISTING PAR.ING LOTREMOVE E; CHAINLIN.)ENCE AND POSTS TOINSTALL NEW GATE AND)ENCE SEE SHEET CPROTECT E; CHAINLIN.)ENCE TO REMAINREMOVE E; CHAINLIN.)ENCE AND POSTS TOINSTALL NEW GATE AND)ENCE SEE SHEET CCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450SCALE 1"=20'CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSDEMO & T.E.S.C. PLANA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SEE SHEET C101 FOR CONTINUATION
LEGENDSAWCUT LINEREMOVE CUR%INGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERTY LINE)ENCINGINLET PROTECTIONIPSTRAW WATTLESW)ILTER )A%RIC )ENCING))R-429305NOTE:INSTALL CONSTRUCTION )ENCING AROUND LIMITS O)WOR. TO PROTECT STA)) AND STUDENTS AND SECURE-O%SITE CONTRACTOR SHALL ERECT )ENCE AROUND-O%SITE AND AD-UST AS CONSTRUCTION CONDITIONSCHANGE OR AS PHASING ALLOWS CONTRACTOR CAN UTILI=EE;ISTING PERIMETER )ENCING AS SECURITY )ENCING ANDTHEN SUPPLEMENT ON THE WEST SIDE O) THE SITE ASNEEDED ANY SECTIONS O) E;ISTING )ENCING THAT IS NOT)T HIGH SHALL HAVE TEMPORARY )T HIGH CHAINLIN.)ENCING INSTALLED NE;T TO IT SEE DETAIL C
DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTST.E.S.C. DETAILSNot Used5NTSNot Used1NTS
)ENCE LINE POST TYP 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 O) EACH )ENCE PANELNot Used11NTSSilt Fence6NTSInlet Protection7NTSStraw Wattles8NTSConstruction Fencing9NTSNot Used10NTSR-429306DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
116TH AVENUE SE
CITY OF SEATTLE PIPELINE R/WCITY OF SEATTLE PIPELINE R/WFTGSUBSUB SUB
116TH AVENUE SE
CITY OF SEATTLE PIPELINE R/WCITY OF SEATTLE PIPELINE R/WCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450SCALE 1"=50'LEGENDA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSOVERALL CIVIL SITE PLANC201C202PROPERTY LINECONTOUR INDE; CONTOURGRADE %REA.SPOT ELEVATION TC %C ASPHALT PAVEMENTPERMEA%LE CONCRETE PAVEMENTCONCRETE CUR%E;ISTINGENTRYE;ITE;ISTINGENTRYE;ISTING PAR.ING LOTE;ISTING )IRE LANEE;ISTING SERVICEDELIVERY DRIVEE;
WATERLINEEASEMENTE;ISTING COVEREDPLAY STRUCTUREE;ISTING STA)) ANDVISITOR PAR.ING LOTMAIN SCHOOLENTRANCEE;ISTING ASPHALTPLAY AREAE;ISTING SO)TSUR)ACE PLAYGROUNDE;ISTING DROPO))AND PIC.UP DRIVEWAYE;
CITY O) SEATTLEPIPELINE EASEMENTE;ISTING CLASSROOM %UILDINGE;ISTING )AMILY )IRST %UILDINGTA; PARCEL E;ISTING ATHLETIC )IELDTA; PARCEL E;ISTING ATHLETIC )IELDCONCRETE PAVEMENTINSTALL
TALLGALVANI=ED CHAIN LIN.GATE PER L
SCAPE PLANSREPLACEREPAIR TOP RAIL O)E;
GALVANI=ED CHAINLIN.)ENCE SEE L
SCAPE PLANS SPAN IS a )ENCE PANELS R-429307REMOVE E;
CHAINLIN.)ENCE AND REPLACE WITHNEW
GALVANI=EDCHAINLIN. )ENCE IN SECORNER O) )IELD PERL
SCAPE PLANS
DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
SUBSUBSUBSUBSUBFTG FTG FTG FTG SUBSUBSUBSUBSUBSUBSUBSUBSUBPROTECT E;COVERED PLAYSTRUCTUREPROTECT E; CATCH %ASIN TOREMAIN AD-UST TO )INISHGRADE I) NECESSARYELEV E; CATCH %ASIN TO CONTINUE TO%E USED AS CATCHMENT )ORSTORMWATER RUNO))SEE LANDSCAPEPLANS )OR GRADINGIN)ORMATION TYP CPERMEA%LE CONCRETESIDEWAL.SEE DETAILCPERMEA%LE CONCRETEDUGOUT PAVEMENT TYP SEE DETAILPROTECT E; STORMCLEANOUT TO REMAINAD-UST TO )INISH GRADEELEV PROTECT E; STORMCLEANOUT TO REMAINAD-UST TO )INISH GRADEELEV SEE LANDSCAPE PLANS)OR RECONDITIONED IN)IELDPROTECT E; STORMCLEANOUT TO REMAINAD-UST TO )INISH GRADEELEV PROTECT E; CATCH %ASIN TOREMAIN REPLACE E; GRATEW SOLID LOC.ING LID AND%URY %ELOW )INISH GRADERIM ELEV E; NEW PER) SU%DRAIN PIPE)OR E;PANDED %ASE%ALLPER L
SCAPE PLANS E;ISTING ATHLETIC )IELD WITH UNDERDRAINSTORM SYSTEM TO %E RECONDITIONED WITHTOP O) SOD ORGANICS AND DE%RIS TO%E STRIPPED AND REMOVED THEN PLACING )ILLMATERIAL TO %RING )IELD UP TO )INISH GRADEPER PLANS E;ISTING UNDERDRAIN PIPES ANDSECTION %ELOW O) ROOT =ONE MI; AND SANDTO REMAIN WITH SU%GRADE NOT %EINGDISTUR%ED SEE LANDSCAPE PLANSE;PANDED PORTION O)UNDERDRAINED )IELDPER L
SCAPE PLANSTA; PARCEL MATCH E; ASPHALTGRADE TYP E;ISTING ATHLETIC )IELDE;ISTING ASPHALT PLAYE;ISTING ATHLETIC )IELDSTANDARD ASPHALTPAVEMENTSEE DETAILCCUT AND CAP E; PER)UNDERDRAIN PIPEE; UNDERDRAINS THAT ARECUT AND CAPPED AND NOLONGER IN USE SHALL %EA%ANDONED IN PLACE TYP )IELD GRADING PERLANDSCAPE PLANSMETAL %LEACHERSEATING PERL
SCAPE PLANSINSTALL TRUNCATEDDOMESSEE DETAILCMATCH E; ASPHALT )IRE LANEGRADE CONTRACTOR SHALL)IELD VERI)Y E; GRADES ANDNOTI)Y CIVIL ENGINEER I)CON)LICT WITH PROPOSEDGRADES INDICATED ON PLAN E; E;
CONCRETE RAMPWALLS ANDHANDRAILS PERL
SCAPE PLANSLANDING
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450SCALE 1"=20'CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSCIVIL SITE PLANA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SEE RIGHT FOR CONTINUATIONSEE LEFT FOR CONTINUATIONSEE SHEET C202 FOR CONTINUATION
TOTAL NEW REPLACED IMPERVIOUS: S)LAYERIMPERVIOUS LEGEND*NONTARGETED E;ISTING )IELD AND %ASE%ALLIN)IELD W UNDERDRAINS ARE CONSIDEREDMAINTENANCE AS REMOVAL AND REPLACEMENTO) MATERIALS DOWN TO SU%GRADE ARE NOTOCCURRING SEE LANDSCAPE PLANS )OR )IELDAND IN)IELD RECONDITIONING S)4UANTITYCONCRETE S)PERMEA%LE CONCRETE* S)E; IN)IELD* S)E; )IELDLEGENDPROPERTY LINECONTOUR INDE; CONTOURGRADE %REA.SPOT ELEVATION TC %C ASPHALT PAVEMENTPERMEA%LE CONCRETE PAVEMENTCONCRETE CUR%CONCRETE PAVEMENTASPHALT S)NEW )IELD S) S)NEW IN)IELDNOTE:)OR ALL E;TERIOR CONCRETE PAVEMENTPROVIDE SPRAYLOC. P OR E4UAL CONCRETEPAVING SUR)ACE TREATMENT TO HELP PROTECTCONCRETE AGAINST WINTER DEICING SALT PERPRO-ET SPECI)ICATION SECTION R-429308NOTE:)OR CATCH %ASINS TO %E AD-USTED RAISED TO )INISH GRADE WHERE INDICATED ON PLANSSHIMS ARE NOT ALLOWED PER CITY O) RENTON CONTRACTOR SHALL USE CONCRETE COLLARSNOTE:)OR SUR)ACE WATER STANDARD PLAN NOTESSEE SHEET L
DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
PROTECT E; CATCH %ASIN TO REMAINREPLACE E; GRATE W SOLID LOC.INGLID AND %URY %ELOW GRADERIM ELEV REMOVE E; COLLARS AS NECESSARYCONTRACTOR SHALL VERI)Y E; RIMAND PIPE ELEVATIONS AND NOTI)YCIVIL ENGINEER I) CON)LICT TYP )ENCE WITH NETTING %EHIND )IELDGOAL POST AND PERIMETER )IELD)ENCING PER L
SCAPE PLANSPROTECT E; CATCH%ASIN TO REMAINPROTECT E; STORMCLEANOUT TO REMAINAD-UST TO )INISH GRADEELEV PROTECT E; CATCH%ASIN TO REMAINAD-UST TO )INISH GRADEELEV INSTALL CONCRETECOLLARPROTECT E; STORMCLEANOUT TO REMAINAD-UST TO )INISH GRADEELEV PROTECT E; CATCH %ASIN TOREMAIN AD-UST RIM TO)INISH GRADE AS NECESSARY RIM INSTALL CONCRETE COLLARPROTECT E; STORMCLEANOUT TO REMAINAD-UST TO )INISH GRADEELEV )ENCE WITH NETTING%EHIND )IELD GOAL POSTPER L
SCAPE PLANSMATCH E;ASPHALT GRADEREMOVERELOCATE E;%AS.ET%ALL HOOP ANDPOLE COORDINATE WSCHOOL DISTRICTCPERMEA%LE CONCRETESIDEWAL.SEE DETAIL
)ENCING ANDGATES PER L
SCAPEPLANS TYP CONCRETE STAIRS CHEE.WALLS AND HANDRAILSPER L
SCAPE PLANSMATCH E; TOPO) CUR%ELEVATIONCONCRETE STAIRSCHEE. WALLS ANDHANDRAILS PERL
SCAPE PLANSCPERMEA%LE CONCRETESIDEWAL.SEE DETAILMATCH E; TOPO) CUR%ELEVATION E; E;
%S TS E; E; STAIR RISERS# EACH
STAIRRISERS # EACH E; E; TS %S
MATCH E; ASPHALTGRADE TYP STANDARD ASPHALTPAVEMENTSEE DETAILCTA; PARCEL TA; PARCEL E;ISTING PAR.ING LOTE; UNDERDRAINED)IELD CONVERTED TOPERVIOUS LAWN TYP E; UNDERDRAINS THAT ARECUT AND CAPPED AND NOLONGER IN USE SHALL %EA%ANDONED IN PLACE TYP E;ISTING ATHLETIC )IELDE;ISTING ATHLETIC )IELDE;ISTING ASPHALT PLAYE; SO)TSUR)ACE PLAY E;ISTING ATHLETIC )IELD WITH UNDERDRAINSTORM SYSTEM TO %E RECONDITIONED WITHTOP O) SOD ORGANICS AND DE%RIS TO%E STRIPPED AND REMOVED THEN PLACING )ILLMATERIAL TO %RING )IELD UP TO )INISH GRADEPER PLANS E;ISTING UNDERDRAIN PIPES ANDSECTION %ELOW O) ROOT =ONE MI; AND SANDTO REMAIN WITH SU%GRADE NOT %EINGDISTUR%ED SEE LANDSCAPE PLANS)IELD GRADING PERLANDSCAPE PLANS DO NOT REMOVE E;UNDERDRAINS TO REMAININ THIS AREA TYP METAL %LEACHER SEATINGPER L
SCAPE PLANSCPERMEA%LECONCRETESIDEWAL.SEE DETAILCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450SCALE 1"=20'CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSCIVIL SITE PLANA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SEE SHEET C201 FOR CONTINUATION
LEGENDPROPERTY LINECONTOUR INDE; CONTOURGRADE %REA.SPOT ELEVATION TC %C ASPHALT PAVEMENTPERMEA%LE CONCRETE PAVEMENTCONCRETE CUR%CONCRETE PAVEMENTTOTAL NEW REPLACED IMPERVIOUS: S)LAYERIMPERVIOUS LEGEND*NONTARGETED )IELD AND %ASE%ALL IN)IELD WUNDERDRAINS ARE CONSIDERED MAINTENANCEAS REMOVAL AND REPLACEMENT O) MATERIALSDOWN TO SU%GRADE ARE NOT OCCURRING NEWGRASS AREA IS PERVIOUS AND E;CLUDED SEELANDSCAPE PLANS )OR )IELD AND IN)IELDRECONDITIONING4UANTITYCONCRETEPERMEA%LE CONCRETEE; IN)IELDE; )IELDASPHALT S)* S) S)* S) S) S)NOTE:)OR ALL E;TERIOR CONCRETE PAVEMENTPROVIDE SPRAYLOC. P OR E4UAL CONCRETEPAVING SUR)ACE TREATMENT TO HELP PROTECTCONCRETE AGAINST WINTER DEICING SALT PERPRO-ET SPECI)ICATION SECTION R-429309NOTE:)OR CATCH %ASINS TO %E AD-USTED RAISED TO )INISH GRADE WHERE INDICATED ON PLANSSHIMS ARE NOT ALLOWED PER CITY O) RENTON CONTRACTOR SHALL USE CONCRETE COLLARSNOTE:)OR SUR)ACE WATER STANDARD PLAN NOTESSEE SHEET L
DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
COMPACTED SU%GRADE ASTM DCOMPACTED CRUSHEDSUR)ACING TOP COURSECEMENT CONCRETEPAVEMENT CLASS %ROOM )INISHNOTE:CEMENT CONCRETE SHALL %E CLASS DUMMY -OINTS CONSISTING O) %Y PREMOLDED-OINT MATERIAL SHALL %E PLACED AT )OOTINTERVALS EDGEDGROOVE SLOPE DROP PER
CD%AA
%DETECTA%LE WARNING PATTERN AREASHALL %E YELLOW IN COMPLIANCE WITHWSDOT STANDARD SPEC A % CD MINMA;CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSCIVIL DETAILSR-429310Concrete Sidewalk7NTSTruncated Domes3NTSPermeable Pavement8NTSNOTES:DEPTHS ARE COMPACTED THIC.NESSHMA CLASS * COMPACTED CRUSHEDSUR)ACING TOP COURSECOMPACTED CRUSHEDSUR)ACING %ASE COURSESAWCUT TAC. ANDMATCH E; ASPHALT)ULL DEPTHE; UNDISTUR%ED PAVEMENTSU%%ASE MUST %E COMPACTED TO MA; DENSITY PER ASTM D E;ISTING ASPHALTCOMPACTED STRUCTURAL )ILLSU%%ASE OR E;ISTING SU%GRADE PER GEOTECHNICAL ENGINEER* MIN
MIN
* MIN
HEAVY DUTY
STANDARD DUTY
WAL.TRAC.Asphalt Pavement2NTSNot Used1NTSNot Used5NTSNot Used6NTSNot Used9NTSNot Used10NTSNot Used11NTSDEVELOPMENT ENGINEERINGSAMorman 07/19/2024
116TH AVENUE SE
CITY OF SEATTLE PIPELINE R/W CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450SCALE 1"=50'CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSADA OVERALL CIVIL SITE PLANTA; PARCEL LEGENDPROPERTY LINECONTOUR INDE; CONTOURGRADE %REA.SPOT ELEVATION TC %C ASPHALT PAVEMENTCONCRETE CUR%CONCRETE PAVEMENTA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.C3.0XE;ISTINGENTRYE;ITE;ISTINGENTRYE;ISTING )IRE LANEE;ISTING SERVICEDELIVERY DRIVEE;ISTING STA)) ANDVISITOR PAR.ING LOTMAIN SCHOOLENTRANCEE;ISTING CLASSROOM %UILDINGE;ISTING )AMILY )IRST %UILDINGTA; PARCEL E;ISTING ATHLETIC )IELDTA; PARCEL E;ISTING ATHLETIC )IELDAREA OF PROPOSEDADA PARKINGIMPROVEMENTSE;
CITY O) SEATTLEPIPELINE EASEMENTE;ISTINGPAR.ING LOTE;ISTING COVEREDPLAY STRUCTUREE;ISTING ASPHALTPLAY AREAE;ISTING DROPO))AND PIC.UP DRIVEWAYE;ISTING SO)TSUR)ACE PLAYGROUNDR-429311Sheet List TableSheet Number
Sheet TitleCADA OVERALL CIVIL SITE PLANCADA DEMO TESC PLANCADA PAVING HORI=ONTAL CONTROL PLANCADA GRADING PLANCADA CIVIL DETAILSCADA CIVIL DETAILS
DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
116TH AVENUE SEREMOVE E; ADA RAMP ANDADDITIONAL )ULL CONCRETEPANELS AS NEEDED TOINSTALL THE NEW ADA RAMPINSTALL C%PROTECTIONSEE DETAILREMOVE E; CUR%INSTALL C%PROTECTIONREMOVE E; CUR%REMOVE E; CUR% ASNEEDED TO INSTALL THENEW ADA RAMPREMOVE E;ASPHALTCCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450SCALE 1"=10'CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSADA DEMO & T.E.S.C. PLANA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.LEGENDSAWCUT LINEREMOVE CUR%INGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERTY LINEINLET PROTECTIONIP
R-429312DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
116TH AVENUE SERESERVEDVAN INSTALL CONCRETEWHEEL STOPSSEE DETAIL CONCRETE PAVING INADA PAR.ING AND ACCESSSEE DETAIL CONCRETE PAVINGIN DRIVE AISLE AREASSEE DETAILADA RAMPSEE DETAILINSTALL %LOC. OUTSTRIPING ALONGADA PATHWAYSEE DETAILVERTICAL CONCRETECUR%SEE DETAIL INSTALL ADA SIGNSWITH POSTS TYP SEE DETAILS
AS
RE4UIRED
SEE C
CCCCCCCASPHALT TO CONCRETETRANSITIONSEE DETAILCPAINTED CROSSWAL.SEE DETAILCASPHALT PAVINGSEE DETAILCACCESSI%LEPAR.ING STALLSEE DETAIL TYP CCC CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450SCALE 1"=10'CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSADA PAVING & HORIZONTAL CONTROL PLANA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.LEGENDPROPERTY LINECONTOUR INDE; CONTOURGRADE %REA.SPOT ELEVATION TC %C ASPHALT PAVEMENTCONCRETE CUR%CONCRETE PAVEMENT
R-429313DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
116TH AVENUE SERESERVEDVAN
E; E; E; E;
E; E; E; E; E;
TC %C TC %C
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450SCALE 1"=10'CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSADA GRADING PLANA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.LEGENDPROPERTY LINECONTOUR INDE; CONTOURGRADE %REA.SPOT ELEVATION TC %C ASPHALT PAVEMENTCONCRETE CUR%CONCRETE PAVEMENTR-429314
DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSADA CIVIL DETAILSNot Used10NTSNot Used11NTSOVER)LOW TO%YPASS PEA. STORMVOLUMES SEDIMENTACCUMULATIONGEOTE;TILE)A%RICADAPTERS.IRTRETRIEVAL STRAPINLET PROTECTION NOTE:)ILTERS SHALL %E INSPECTED A)TER EACH STORM EVENT ANDCLEANED OR REPLACES WHEN )ULLInlet Protection4NTS TWO %ARS
CLEARANCE TYP MIN
NONSHRIN. GROUT: SAND AND CEMENTGROUT DEPTH DIA HOLESINSTALL CONCRETEWHEEL STOPS WITHDRAINAGE SLOTSTHREE %ARSATTACHMENT DETAILWheel Stop8NTSCOMPACTED SU%GRADE MIN MA;IMUM DRY DENSITY CRUSHED %ASE COURSE MINUS CRUSHED SUR)ACING TOPCOURSE MINUS CEMENT CONCRETE PAVEMENT)LUSH WITH AD-ACENTSUR)ACES ON ALLSIDESNOTES:DEPTHS ARE COMPACTED THIC.NESSWHERE PERMEA%LE %ALLAST IS USED )OR CONSTRUCTION ACCESS AND STAGINGSOME RUTTING AND DISTUR%ANCE O) THE SUR)ACE MAY OCCUR THE CONTRACTORSHALL REMOVE A))ECTED AREAS AND REPLACE THEM WITH PROPERLY COMPACTEDCRUSHED ROC. PRIOR TO )INAL SUR)ACING WHERE PERMEA%LE %ALLAST IS USEDNO CRUSHED SUR)ACING %ASE COURSE WILL %E RE4UIRED UNLESS DIRECTED %YTHE GEOTECHNICAL ENGINEER SEE SHEET C %ARS AT OC EACH WAY CLR TYP NOTES:SEE PLANS )OR CONCRETESCORING AND -OINTINGCEMENT CONCRETE SHALL %ECLASS Concrete Pavement7NTSEACH PAR.ING SPACE RESERVED )OR PERSONS WITHPHYSICAL DISA%ILITIES SHALL %E IDENTI)IED %Y ARE)LECTORI=ED SIGN PERMANENTLY POSTED IMMEDIATELYAD-ACENT TO AND VISI%LE )ROM EACH STALL OR SPACECONSISTING O) A PRO)ILE VIEW O) 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 %EYOND THE)RONT EDGE O) THE PAR.ING STALL SIGNS MAY ALSO %EHUNG ON THE WALL AT THE INTERIOR END O) THE PAR.INGSPACE SIGN MOUNTING HEIGHT SHALL %E INCHESA%OVE THE PAR.ING SPACE )INISHED GRADEAN ADDITIONAL SIGN SHALL ALSO %E POSTED IN ACONSPICUOUS PLACE AT EACH ENTRANCE TO O))STREETPAR.ING )ACILITIES OR IMMEDIATELY AD-ACENT TO ANDVISI%LE )ROM EACH STALL OR SPACE THE SIGN SHALL %ENOT LESS THAN INCHES %Y INCHES IN SI=E WITHLETTERING NOT LESS THAN INCH IN HEIGHT WHICHCLEARLY AND CONSPICUOUSLY STATES THE )OLLOWING:UNAUTHORI=ED VEHICLES PAR.ED IN DESIGNATEDDISA%LED PAR.ING SPACES NOT DISPLAYINGDISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED)OR PHYSICALLY DISA%LED PERSONS MAY %E TOWED AWAYAT OWNER
S E;PENSE TOWED VEHICLES MAY %ERECLAIMED AT BBBBBBBBBBBB OR BBBBBBBBBBBB OR %YTELEPHONING BBBBBBBBBBSTATE DISA%
L
ED P
AR.INGPERMI
T R
E4UIR
ED
STATE DISA%LED
PA
R.ING
PERMIT RE4
UIR
ED RESERVEDPARKINGRESERVEDPARKINGVANACCESSIBLESIGN POSTS SHALL %E PER SIGN POSTNOTES INDICATED ON THIS SHEET OCWIDTH PER PLAN
WIDTH PER PLANE4UALWIDTH PER PLANTWO LAYERS O) WIDE WHITE PAINTWHITE PAINTEDSYM%OL%LUE PAINTED%AC.GROUND ADA PAR.INGSTALL STENCILSEE DETAILADA Symbol and Blockout Striping2NTSADA Parking Stall Signage3NTS TYP TYP PER PLANNOTES:STRIPING COLOR SHALL %E WHITE AND PAINTED PER PRO-ECT SPECI)ICATIONSSTRIPING DIMENSIONS SHALL MEET MUTC SPECI)ICATION % AND )IGURE CCrosswalk Striping1NTS
NOTES:ALL STRO.ES TO %E WHITEPROVIDE TWO COATS O) PAINT%LUE %AC.GROUND WITH WHITE SYM%OLLOCATE SYM%OL AT CENTER O) STALL WHERE SHOWN ON SITE PLANONE SYM%OL )OR EACH HANDICAP PAR.ING SPACEInternational Access Symbol6NTSMIN
MINPROPOSEDGRADE ATPAR.INGSPACESIGN TYPEPER PLANVAN ACCESSI%LEPER PLAN DIA GIP SCH %OTTOMO) SIGN PSI CONCRETE MINSign Post and Base5NTSTraffic and Parking Signs9NTSDO NOTENTERCOS RSTUDENTDROP OFF/PICKUPDURING THEHOURS OF7:30AM-8:00AMAND2:30PM-3:00PMSTOPSTOP SIGN PER COSR [ENTERONLYONEWAYCOS RLRESERVEDPARKINGSTATE DISA%LED PAR.INGPERMIT RE4UIREDVANACCESSI%LERESERVED PAR.INGPER MUTCD RVAN ACCESSI%LEPLA4UE PERMUTCD RP TYPANOTES:ACCESSI%LE PAR.ING SIGN SHALL CON)ORM WITH CURRENT STATE AND LOCAL CODESAND REGULATIONS INCLUDING CITY O) SEATTLE STANDARDS AND ICCANSI APROVIDE POST AND %ASE DETAIL )OR SIGN PER DETAIL CSIGNS AND A ARE %LUE LETTERS AND SYM%OL ON WHITE %AC.GROUNDSIGNS AND ARE RED LETTERS ON WHITE %AC.GROUND¬¬¬¬¬¬DRIVE LANE
PAR.ING
R-429315C%LOC.OUT STRIPINGSEE DETAILCDEVELOPMENT ENGINEERINGSAMorman 07/19/2024
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293
C24000450CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSADA CIVIL DETAILSNot Used10NTSNot Used11NTSNot Used6NTSNot Used5NTSNot Used9NTSPAVEMENT)ACE O) CUR%RR)INISH GRADETOP O) CUR% ATDRIVEWAY APPROACHNOTE:CONTRACTOR SHALLCON)ORM TO WSDOTSPEC Vertical Curb4NTSHeavy Asphalt8NTS OCWIDTH PER PLANLENGTH PER PLAN
LAYERS YELLOW PAINTSTRIPE )OR )IRE ACCESS LAYERS WHITE PAINTSTRIPE )OR ADA PAR.INGAsphalt Concrete Transition3NTSBlockout Striping7NTSPLAN LAYOUT CUR% RAMP ANOTES:PLACEMENT O) GRATINGS ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT %E LOCATED ONCUR% RAMPS LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTERAMPS SHALL %E TE;TURED USING TRUNCATED DOME PATTERN SEE WSDOT STANDARDS DETECTA%LEWARNING PATTERN SHALL %E YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECI)ICATION RAMP CENTER LINE SHALL %E PERPENDICULAR TO OR RADIAL TO CUR% RETURNS UNLESS OTHERWISEAPPROVED %Y THE COUNTY ROAD ENGINEERRAMPS SHALL %E CONSTRUCTED AT CORRESPONDING SIDEWAL. LOCATIONS ON OPPOSITE SIDE O)STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE O) STREET SEE )IG LANDING SHALL %E MINIMUM
;
CUR% RAMP A MUST %E INSTALLED UNLESS OTHERWISE APPROVEDSEE )IGURE )OR CUR% AND SIDEWAL. -OINT PLACEMENTA SEE SEC )IG CEMENT CONCSIDEWAL. RAMPTYPE ASIDEWAL.SIDEWAL.CUR% OR CUR%AND GUTTER
MIN
MIN E;PANSION -OINT TYP
MIN
MA;
MA; MA;
MA;DETECTA%LE WARNINGPATTERNKing County Curb Ramp Type 1A2NTSR-429316 MIN MINCONCRETEPAVEMENTSEE DETAILASPHALT PAVMENTSEE DETAILCCNOTES:ASPHALT PAVEMENT SHALL %E PLACED IN LI)TS )INAL LI)TSHALL %E CONSTRUCTED WITH THE OVERLAY O) THE E;ISTINGASPHALT ONLY A)TER %UILDING IMPROVEMENTS ARE COMPLETE HMA CLASS ASPHALTCONCRETE PAVEMENT CRUSHED SUR)ACING%ASE COURSE COMPACTTO MA; DENSITY CRUSHED SUR)ACING%ASE COURSE COMPACTTO MA; DENSITYSAWCUT TAC. ANDMATCH E; ASPHALT)ULL DEPTHE; UNDISTUR%ED PAVEMENTSU%%ASE MUST %E COMPACTED TO MA; DENSITY PER ASTM D E;ISTING ASPHALT MIN STRUCTURAL )ILL AS RE4UIREDOR E;ISTING SU%GRADE COMPACTED TO MA; DENSITY PER ASTM D DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
SITE IMPROVEMENTS LEGENDTGATE SCHEDULE GENERAL NOTESIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.OVERALL SITE PLANL1.02L1.01A0'SCALE:100'50'25'1"=50'-0"L1.01BR-4243171740DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
1L4.001L4.013L4.011L4.022L4.023L4.024L4.021L4.03L1.01 MATCHLINE
L1.02 MATCHLINE 1L4.042L4.053L4.063L4.062L4.051L4.051L4.04IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SITE PLAN ENLARGEMENTCONTINUED TO LEFT ON THIS PAGECONTINUED TO RIGHT, THIS PAGE0'SCALE:40'20'10'1"=20'-0"R-4243181840DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
2L4.031L4.041L4.041L4.051L4.041L4.055L4.04L1.01 MATCHLINEL1.02 MATCHLINE
4L4.042L4.031L4.054L4.054L4.052L4.061L4.064L4.041L4.041L4.055L4.044L4.041L4.04IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SITE PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"R-4243191940DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
SYMBOLQTYBOTANICAL / COMMON NAMESIZECONDITION/REMARKSSHRUBSLAWNPLANTING NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.OVERALL PLANTING PLAN, SCHEDULE & NOTESL2.02L2.01A0'SCALE:100'50'25'1"=50'-0"L2.01BR-4243202040DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
L2.01 MATCHLINE
L2.02 MATCHLINE
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.PLANTING PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"CONTINUED TO LEFT ON THIS PAGECONTINUED TO RIGHT, THIS PAGER-4243212140DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
L2.01 MATCHLINEL2.02 MATCHLINE
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.PLANTING PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"R-4243222240DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
SOIL PLAN LEGENDGENERAL NOTESIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SOILS PLAN0'SCALE:100'50'25'1"=50'-0"R-4243232340DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
L3.01 MATCHLINEL3.02 MATCHLINEIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.OVERALL IRRIGATION PLANL3.02L3.010'SCALE:100'50'25'1"=50'-0"L3.01R-4243242440DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
L3.01 MATCHLINE
L3.02 MATCHLINE
POINT OF CONNECTION (EXISTING)IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.IRRIGATION PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"CONTINUED TO RIGHT ON THIS PAGECONTINUED TO LEFT ON THIS PAGER-4243252540DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
L3.01 MATCHLINEL3.02 MATCHLINE
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.IRRIGATION PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"R-4243262640DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
DESCRIPTION-REMARKSSYMBOLITEMMANUFACTURER / CAT NO.IRRIGATION LEGENDIRRIGATION NOTES:FOR IMPROVEMENTSIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.IRRIGATION LEGEND & NOTES0'SCALE:100'50'25'1"=50'-0"R-4243272740DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.IRRIGATION DETAILS0'SCALE:100'50'25'1"=50'-0"ISOLATION / SHUT-OFF VALVE1REMOTE CONTROL VALVE - WITH SHUT-OFF2IRRIGATION HEAD3PIPE TRENCHING AND BACKFILL4R-4243282840DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
C24000450
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SOFTBALL BACKSTOP ISOMETRIC28831348281SITE DETAILSR-4243292940DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.INFIELD SKIN MIX3HOME PLATE AT INFIELD SKIN MIX4PITCHER PLATE SKIN MIX5CLAY BRICK SECTION (NTS)BATTERS BOXPITCHERS LANECLAY BRICK INSTALLATION6BASE ANCHOR AT INFIELD SKIN MIX2BASE LAYOUT1SITE DETAILSR-4243303040DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.DUGOUT PLAN1DUG OUT ELEVATIONS2DUGOUT ROOFFRONT SECTIONPLAN VIEWBACK SECTION3SECTION AT DUGOUT4SITE DETAILSR-4243313140DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.BACKSTOP BOARDS1FRONT VIEWSIDE VIEWWOOD PLANKING AT FENCING3SITE DETAILSFOOTBALL GOAL POST2 .BACKSTOP FENCING - 30' HEIGHT4R-4243323240DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
C24000450
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2025
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M. 4'-6' HT. CHAIN LINK FENCE1 SINGLE CHAIN LINK GATE2 DOUBLE SWING CHAIN LINK GATE3 7 '-10' HT. CHAIN LINK FENCE410' HT. FENCING W/20' HT. NETTING5SITE DETAILSR-4243333340DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.MOW STRIP AT FENCE1CONCRETE RAMP & HANDRAIL2SITE DETAILSGRAVEL PAVING AT EDGE OF PLAY AREA3CONCRETE STAIRSTYPICAL SECTION4R-4243343440DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.STAIR AND RAMP PROFILESRAMP A & RAMP B PROFILES3NORTH CONRETE STAIR & HANDRAIL1SOUTH CONCRETE STAIR & HANDRAIL2R-4243353540DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
L5.01 MATCHLINEL5.02 MATCHLINE0'SCALE:N200'100'50'25'1"=50'-0"IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.OVERALL GRADING PLANL5.02L5.01AL5.01BR-4243363640DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
L5.01 MATCHLINE
L5.02 MATCHLINE
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.GRADING PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"CONTINUED TO LEFT ON THIS PAGECONTINUED TO RIGHT, THIS PAGER-4243373740DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
L5.01 MATCHLINEL5.02 MATCHLINE
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.GRADING PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"R-4243383840DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
4COCOCAP EXISTING LATERALSAT THIS GENERALLOCATION. TYP.CAP EXISTING LATERALSAT THIS GENERALLOCATION. TYP.EXISTING SUBDRAINAGEPIPE AND COLLECTORPIPE TO REMAIN INPLACE THROUGHOUT,TYP.SUBDRAINAGE LEGENDSUBDRAINAGE NOTESCO1414COCO0'SCALE:N200'100'50'25'1"=50'-0"IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.OVERALL SUBDRAINAGE PLANR-4243393940DEVELOPMENT ENGINEERINGSAMorman 07/19/2024
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293
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ECT1430 NE 65th StreetSeattle, WA 98115t: 206-322-1732fora.landCASCADE ELEMENTARY SCHOOLFIELD IMPROVEMENTSA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.SUBDRAINAGE DETAILSScale: 1"=1'-0"CLEAN OUT4Scale: 1 1/2"=1'-0"PREFORATED PIPE LATERAL PIPE1Scale: 3/4"=1'-0"LATERAL TO COLLECTOR CONNECTION3Scale: 1 1/2"=1'-0"FRENCH DRAIN AT BACKSTOP2R-4243404040DEVELOPMENT ENGINEERINGSAMorman 07/19/2024