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Home My WebLink AboutAB-4293OWNER:RENTONSCHOOLDISTRICTCAPITALPLANNING CONSTR8CTIONSO8THTHSTREETSEATTLEWACONTACT:0ATT)ELD0E<ER0ATTHEW)ELD0E<ER#RENTONSCHOOLS8SENGINEER:-ACO%SONCONS8LTINGENGINEERSS.INGSTREETS8ITESEATTLEWACONTACT:SASCHAEAST0ANSASCHA#-ACO%SONENGINEERSCO0LANDSCAPE:ARCHITECT)ORALANDSCAPEARCHITECTSNETHSTREETSEATTLEWACONTACT:TODD<INGLINGTODD#)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)OREAN<CONSTR8CTIONACTIVIT<ARRANGEANDATTENDPRECONSTR8CTIONCON)ERENCESWITHCIT<O)RENTONAND-ACO%SONCONS8LTINGENGINEERSCO0PL<WITHCONSTR8CTIONPHASINGRE48IRE0ENTSIDENTI)IEDINDRAWINGSANDSPECI)ICATIONSPROVIDETE0PORAR<ANDINTERI00EAS8RESRE48IRED)ORE;EC8TIONO)THEWOR.VERI)<VERTICALANDHORI=ONTALLOCATIONSO)ALLE;ISTING8NDERGRO8ND8TILITIESCONTACTALL8TILIT<CO0PANIESORPROVIDERSTHAT0A<%EA))ECTED%<THEPROPOSEDCONSTR8CTIONCALLAND8TILI=EPRIVATELOCATINGCO0PAN<ALONGTHEENTIREWOR.AREAPROVIDECATCH%ASINPROTECTIONANDOTHERAPPROPRIATETESC0EAS8RESINCL8DINGSTRAWWATTLESETCCOORDINATEWITH.INGCO8NT<INSPECTOR%AC.)ILLANDCO0PACTTRENCHPATCHANDRESTORESITEPERPLANSINSTALLALLNEWPAVINGLANDSCAPINGANDSITESTA%ILI=ATIONCONTACTDESIGNENGINEERANDCIT<SOTHE<CANP8NCHLISTTHESITEADDRESSP8NCHLISTITE0SASRE48IREDPAVING AND FIELD IMPROVEMENTS C<)ORRE0OVALO)O)SODORGANICSANDDE%RIS)RO0E;ISTINGATHLETIC)IELD 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OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSCOVER SHEETADDRESS:THAVESERENTONWAPARCELAREA:S)ORACAPNS)ORACAPNSITE INFORMATIONBID SETNAVDVERTICALDAT80TIEDCIT<O)RENTON0ON80ENTNOELEVATION THELANDRE)ERREDTOHEREIN%ELOWISSIT8ATEDINTHECO8NT<O).INGSTATEO)WASHINGTONANDISDESCRI%EDAS)OLLOWS:LOTO)CIT<O)RENTONSHORTPLATNOL8ARECORDED-AN8AR<ASRECORDINGNOIN.INGCO8NT<WASHINGTONWASHINGTONSTATEPLANECOORDINATES<STE0NORTH=ONECIT<O)RENTONHORI=ONTALCONTROL:NADHOLDINGCIT<0ON80ENTN80%ERSANDPOINTNON E POINTNON E ALINE%ETWEENTHETWO)O8ND0ON80ENTS%EARSN EVERTICAL DATUMBASIS OF BEARINGOWNER:REPRESENTATIVEHAINLINESTAVESS8ITESEATTLEWACONTACT:.<LE0CLEOD.0CLEOD#HAINLINENETSheet List TableSHEETO)CCOVERSHEETSHEETO)CNOTESSHEETSHEETO)COVERALLDE0O TESCPLANSHEETO)CDE0O TESCPLANSHEETO)CDE0O TESCPLANSHEETO)CTESCDETAILSSHEETO)COVERALLCIVILSITEPLANSHEETO)CCIVILSITEPLANSHEETO)CCIVILSITEPLANSHEETO)CCIVILDETAILSSHEETO)CADAOVERALLCIVILSITEPLANSHEETO)CADADE0O TESCPLANSHEETO)CADAPAVING HORI=ONTALCONTROLPLANSHEETO)CADAGRADINGPLANSHEETO)CADACIVILDETAILSSHEETO)CADACIVILDETAILSSHEETO)LOVERALLSITEPLANSHEETO)LSITEPLANENLARGE0ENTSHEETO)LSITEPLANENLARGE0ENTSHEETO)LOVERALLPLANTINGPLANSCHED8LE NOTESSHEETO)LPLANTINGPLANENLARGE0ENTSHEETO)LPLANTINGPLANENLARGE0ENTSHEETO)LSOILSPLANSHEETO)LOVERALLIRRIGATIONPLANSHEETO)LIRRIGATIONPLANENLARGE0ENTSHEETO)LIRRIGATIONPLANENLARGE0ENTSHEETO)LIRRIGATIONLEGEND NOTESSHEETO)LIRRIGATIONDETAILSSHEETO)LSITEDETAILSSHEETO)LSITEDETAILSSHEETO)LSITEDETAILSSHEETO)LSITEDETAILSSHEETO)LSITEDETAILSSHEETO)LSITEDETAILSSHEETO)LSTAIRANDRA0PPRO)ILESSHEETO)LOVERALLGRADINGPLANSHEETO)LGRADINGPLANENLARGE0ENTSHEETO)LGRADINGPLANENLARGE0ENTSHEETO)LOVERALLS8%DRAINAGEPLANSHEETO)LS8%DRAINAGEDETAILSR-429301THISCONSTR8CTIONRECORDDRAWINGISACOP<O)ACAD)ILEPREPARED%<-ACO%SONCONS8LTINGENGINEERSANDHAS%EENEDITEDTORE)LECTTHEAS%8ILTCONDITIONSO)THEPRO-ECT)IELDDI0ENSIONSANDIN)OR0ATIONWASPROVIDED%<PACI)ICEARTHWOR.SANDPROVIDEDTO-ACO%SONCONS8LTINGENGINEERSIN)E%R8AR<-ACO%SONCONS8LTINGENGINEERSDOESNOTPROVIDEAN<WARRANT<ASTOTHEACC8RAC<ORCO0PLETENESSO)S8CHIN)OR0ATIONPROVIDED%<OTHERSCONSTRUCTION RECORD DRAWING 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 FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ( ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TOEVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALLNOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THEAPPLICANT, AND THE APPLICANT' S CONTRACTOR.2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THEPROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECTCLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BECLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM) PRIOR TO THESTART OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THEAPPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH ASCONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FORTHE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER,AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE.6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TOSTORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.7.WASHOUT AREAS. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TOSURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ ORCONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEENSTABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THERESPONSIBILITY OF THE APPLICANT.8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED ORSEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURINGTHE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TOPROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGESYSTEM.10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATERFACILITIES.11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVENDAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTICCOVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS.15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCESHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE ANDWITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALLBE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THECLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM.18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGECAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THEBOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.19.AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLYFENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.20.PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THEWINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED ANDTHOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BEREMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECTSITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVERWILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES INCITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE INTERNATIONAL BUILDING CODE.CITY OF RENTON EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTESTHIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING 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"=50'25501000LEGENDSAWCUT LINEREMOVE CURBINGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERTY LINEFENCINGINLET PROTECTIONIPCASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSOVERALL DEMO & T.E.S.C. PLANC101C102EXISTINGENTRY/EXITEXISTINGENTRYEXISTING PARKING LOTEXISTING FIRE LANEEXISTING SERVICE/DELIVERY DRIVEEX 10' WATERLINEEASEMENTEXISTING COVEREDPLAY STRUCTUREEXISTING STAFF ANDVISITOR PARKING LOTMAIN SCHOOLENTRANCEEXISTING ASPHALTPLAY AREAEXISTING SOFTSURFACE PLAYGROUNDEXISTING DROP-OFFAND PICK-UP DRIVEWAYEX 40' CITY OF SEATTLEPIPELINE EASEMENTEXISTING CLASSROOM BUILDINGEXISTING FAMILY FIRST BUILDINGTAX PARCEL 2823059133EXISTING ATHLETIC FIELDTAX PARCEL 2823059034EXISTING ATHLETIC FIELDSTRAW WATTLESWFILTER FABRIC FENCINGFFREMOVE EX VEHICLE SWINGGATE. EX POSTS SHALL BE CUTAND TORCHED DOWN TO GRADE.JACK HAMMER/CHIP OUT EXCONCRETE FOOTINGS THAT AREABOVE GRADE AS NEEDED TO BEFLUSH WITH GRADE. FILL INHOLES LEFT BEHIND FROM POSTREMOVAL WITH CONCRETEFLUSH TO EX GRADE.REMOVE EX 4' CHAINLINK PASSTHROUGH GATE. CONTRACTORSHALL CONFIRM LOCATION WITHOWNER PRIOR TO CONSTRUCTION.R-429303EXISTING FENCE TO REMAIN1.SCHEDULE MAJOR LAND DISTURBING ACTIVITIES DURING THE DRY MONTHS AND ALLOWTIME BEFORE THE WET SEASON BEGINS TO ADEQUATELY STABILIZE THE DISTURBEDGROUND.2.PHASE AND/OR SCHEDULE CONSTRUCTION TO LIMIT THE AMOUNT OF DISTURBED,UNSTABILIZED SOIL EXPOSED AT ANY ONE TIME.3.FENCE OR FLAG AREAS TO BE PROTECTED OR LEFT UNDISTURBED DURINGCONSTRUCTION, INCLUDING INSTALLATION OF TEMPORARY CONSTRUCTION FENCING.4.STRIP AND CLEAR AND GRUB FIELD SUFFICIENTLY FOR INSTALLATION OF TEMPORARYEROSION SEDIMENTATION CONTROL (ESC) BMPS.5.INSTALL TEMPORARY ESC MEASURES INDICATED ON PLANS, INCLUDING SILT FENCE,CATCH BASIN INSERTS, AND STRAW WATTLES. COORDINATE WITH CITY OF RENTONINSPECTOR.6.BEGIN GRADING AND EXCAVATION FOR FIELD UNDERDRAIN AND IRRIGATION PIPING, ANDFOR PAVEMENT SUBGRADES.7.TEMPORARILY STABILIZE SITE, THROUGH RE-VEGETATION, HYDROSEED, MULCHING OROTHER APPROPRIATE BMPS AS A RESULT OF SITE GRADING IN AREAS THAT WILL NOTRECEIVE HARDSCAPE.8.CONSTRUCT STORM AND IRRIGATION UTILITIES, CONCRETE, ASPHALT, AND PERMEABLEPAVEMENTS, AS WELL AS STAIRS, CHEEK WALLS, AND MOW STRIPS FOR FENCING.9.PLACE FILL SECTION AND LAWN/SEED FOR PLAYFIELD.10.REMOVE TEMPORARY ESC FACILITIES UPON COMPLETION OF CONSTRUCTION AND ONLYONCE SITE IS STABILIZED, INSPECTED, AND APPROVED BY CITY OF RENTON INSPECTOR,TESC CONSTRUCTION SEQUENCE1"=50'THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING FFFFFFINSTALL SILT FENCESEE DETAIL (TYP)C1108IPINSTALL SILTFENCEREMOVE EXDUGOUT BENCHESREMOVE EX DUGOUTCONCRETE PADREMOVE EX DUGOUT,BACKSTOP, AND CHAINLINKFENCING, INCLUDING GATES,POSTS AND FOUNDATIONS (TYP)REMOVE EXDUGOUT BENCHESREMOVE EX DUGOUTCONCRETE PADIPINSTALL CATCH BASINPROTECTION (TYP)SEE DETAILC1107PROTECT EXCOVERED PLAYSTRUCTURESAWCUT AND REMOVE PORTIONOF EX ASPHALT PLAY AREA TOINSTALL NEW FOOTBALL FIELD.SEE SHEET C201TAX PARCEL 2823059034EXISTING ATHLETIC FIELDEXISTING ASPHALT PLAYEXISTING ATHLETIC FIELDREMOVE EX 4'CHAINLINK PASSTHROUGH GATEREMOVE EX 4' CHAINLINK FENCE(THERE IS NO MOW STRIP) ANDREPLACE WITH 6' TALL GALVANIZEDCHAINLINK FENCE PER L'SCAPE PLANS.EXISTING ATHLETIC FIELD WITH UNDERDRAINSTORM SYSTEM TO BE RECONDITIONED WITHTOP 3" OF SOD, ORGANICS, AND DEBRIS TOBE STRIPPED AND REMOVED THEN PLACING FILLMATERIAL TO BRING FIELD UP TO FINISH GRADEPER PLANS. EXISTING UNDERDRAIN PIPES ANDSECTION BELOW OF ROOT ZONE MIX AND SANDTO REMAIN WITH SUB-GRADE NOT BEINGDISTURBED. SEE LANDSCAPE PLANS.FFINSTALL SILT FENCESEE DETAIL (TYP)C1108CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450SCALE 1"=20'0102040CASCADE 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 CURBINGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERTY LINEFENCINGINLET PROTECTIONIPSTRAW WATTLESWFILTER FABRIC FENCINGFFR-429304NOTE:INSTALL CONSTRUCTION FENCING AROUND LIMITS OFWORK TO PROTECT STAFF AND STUDENTS AND SECUREJOBSITE. CONTRACTOR SHALL ERECT FENCE AROUNDJOBSITE AND ADJUST AS CONSTRUCTION CONDITIONSCHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZEEXISTING PERIMETER FENCING AS SECURITY FENCING ANDTHEN SUPPLEMENT ON THE WEST SIDE OF THE SITE ASNEEDED. ANY SECTIONS OF EXISTING FENCING THAT IS NOT6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINKFENCING INSTALLED NEXT TO IT. SEE DETAIL 9/C110.1"=20'THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING FFFFFFIPINSTALL CATCH BASINPROTECTION (TYP)SEE DETAILC1107CONTRACTOR SHALL PROTECT APORTION OF ASPHALT TOREMAIN FOR SURVEYBENCHMARK TO BE PRESERVEDSAWCUT AND REMOVE PORTIONOF EX ASPHALT PLAY AREA TOINSTALL NEW FOOTBALL FIELD.SEE SHEET C202IPIPIPIPIPIPPROTECT EX BELOWGRADE POWER CONDUIT(ASSUMED DEPTH OFCOVER IS 2-FT)INSTALL SILT FENCESEE DETAIL (TYP)C1108SW SWSWSWSWSWSWSWSWSWREMOVE EXDUGOUT BENCHESREMOVE EX DUGOUTCONCRETE PADREMOVE EX DUGOUT,BACKSTOP, AND CHAINLINKFENCING, INCLUDING GATES,POSTS AND FOUNDATIONS (TYP)REMOVE EXDUGOUT BENCHESREMOVE EX DUGOUTCONCRETE PADPROTECT EXLIGHT POLE ANDPOST TO REMAINPROTECT EX SIGNAND POST TOREMAININSTALL STRAWWATTLESEE DETAILC1108PROTECT EX CHAINLINKFENCE TO REMAINEXISTING ATHLETIC FIELD WITH UNDERDRAINSTORM SYSTEM TO BE RECONDITIONED WITHTOP 3" OF SOD, ORGANICS, AND DEBRIS TOBE STRIPPED AND REMOVED THEN PLACING FILLMATERIAL TO BRING FIELD UP TO FINISH GRADEPER PLANS. EXISTING UNDERDRAIN PIPES ANDSECTION BELOW OF ROOT ZONE MIX AND SANDTO REMAIN WITH SUB-GRADE NOT BEINGDISTURBED. SEE LANDSCAPE PLANS.TAX PARCEL 2823059133EXISTING ATHLETIC FIELDEXISTING ATHLETIC FIELDTAX PARCEL 2823059034EXISTING ASPHALT PLAYEX SOFTSURFACE PLAYEXISTING PARKING LOTREMOVE EX CHAINLINKFENCE AND POSTS TOINSTALL NEW GATE ANDFENCE. SEE SHEET C202PROTECT EX CHAINLINKFENCE TO REMAINREMOVE EX CHAINLINKFENCE AND POSTS TOINSTALL NEW GATE ANDFENCE. SEE SHEET C202CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450SCALE 1"=20'0102040CASCADE 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 CURBINGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERTY LINEFENCINGINLET PROTECTIONIPSTRAW WATTLESWFILTER FABRIC FENCINGFFR-429305NOTE:INSTALL CONSTRUCTION FENCING AROUND LIMITS OFWORK TO PROTECT STAFF AND STUDENTS AND SECUREJOBSITE. CONTRACTOR SHALL ERECT FENCE AROUNDJOBSITE AND ADJUST AS CONSTRUCTION CONDITIONSCHANGE OR AS PHASING ALLOWS. CONTRACTOR CAN UTILIZEEXISTING PERIMETER FENCING AS SECURITY FENCING ANDTHEN SUPPLEMENT ON THE WEST SIDE OF THE SITE ASNEEDED. ANY SECTIONS OF EXISTING FENCING THAT IS NOT6-FT HIGH SHALL HAVE TEMPORARY 6-FT HIGH CHAINLINKFENCING INSTALLED NEXT TO IT. SEE DETAIL 9/C110.1"=20'THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING 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 Used1NTS6' FENCE LINE POST (TYP)2.375 INCH 0.D.TOP RAIL1.666 INCH O.D.STRETCHERBARBRACE RAILAND CABLE1.666 INCH O.D.TRUSS ROD 3/8" DIAW/ TENSION DEVICETENSION WIRECONCRETE BLOCKSTD WGT GALVANIZEDCORNER POST5/8" WIRE ROPE PROVIDE SECUREEND ATTACHMENT AT CORNER ANDGATE POSTS AND PROVIDE RUNNINGATTACHMENT AT LINE POSTS ANDNEAR CENTER OF EACH FENCE PANELNot Used11NTSSilt Fence6NTSInlet Protection7NTSStraw Wattles8NTSConstruction Fencing9NTSNot Used10NTSR-429306THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING 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/W8.1%8.2%CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450SCALE 1"=50'25501000LEGENDA 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 (INDEX)CONTOURGRADE BREAKSPOT ELEVATION110109.36109TC 109.86BC 109.36ASPHALT PAVEMENTPERMEABLE CONCRETE PAVEMENTCONCRETE CURBEXISTINGENTRY/EXITEXISTINGENTRYEXISTING PARKING LOTEXISTING FIRE LANEEXISTING SERVICE/DELIVERY DRIVEEX 10' WATERLINEEASEMENTEXISTING COVEREDPLAY STRUCTUREEXISTING STAFF ANDVISITOR PARKING LOTMAIN SCHOOLENTRANCEEXISTING ASPHALTPLAY AREAEXISTING SOFTSURFACE PLAYGROUNDEXISTING DROP-OFFAND PICK-UP DRIVEWAYEX 40' CITY OF SEATTLEPIPELINE EASEMENTEXISTING CLASSROOM BUILDINGEXISTING FAMILY FIRST BUILDINGTAX PARCEL 2823059133EXISTING ATHLETIC FIELDTAX PARCEL 2823059034EXISTING ATHLETIC FIELDCONCRETE PAVEMENTINSTALL 6' TALLGALVANIZED CHAIN LINKGATE PER L'SCAPE PLANSREPLACE/REPAIR TOP RAIL OFEX 8' GALVANIZED CHAINLINKFENCE. SEE L'SCAPE PLANS(SPAN IS ~6 FENCE PANELS)452451450449448447452451450449448447R-429307REMOVE EX 4' CHAINLINKFENCE AND REPLACE WITHNEW 8' GALVANIZEDCHAINLINK FENCE IN SECORNER OF FIELD PERL'SCAPE PLANS1"=50'THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING SUBSUBSUBSUBSUBFTG FTG FTG FTG SUBSUBSUBSUBSUBSUBSUBSUBSUBPROTECT EXCOVERED PLAYSTRUCTUREPROTECT EX CATCH BASIN TOREMAIN. ADJUST TO FINISHGRADE IF NECESSARYELEV 449.47(EX)CATCH BASIN TO CONTINUE TOBE USED AS CATCHMENT FORSTORMWATER RUNOFFSEE LANDSCAPEPLANS FOR GRADINGINFORMATION (TYP)452.94452.99453.00C2108PERMEABLE CONCRETESIDEWALKSEE DETAILPROTECT EX STORMCLEANOUT TO REMAIN.ADJUST TO FINISHGRADEELEV 446.62PROTECT EX STORMCLEANOUT TO REMAIN.ADJUST TO FINISH GRADEELEV 446.70SEE LANDSCAPE PLANSFOR RECONDITIONED INFIELDPROTECT EX STORMCLEANOUT TO REMAIN.ADJUST TO FINISH GRADEELEV 446.65PROTECT EX CATCH BASIN TOREMAIN. REPLACE EX GRATEW/ SOLID LOCKING LID ANDBURY BELOW FINISH GRADE.RIM ELEV 445.88 (EX)NEW 4" PERF SUBDRAIN PIPEFOR EXPANDED BASEBALLPER L'SCAPE PLANS446.94447.03446.88446.94446.88447.03447.03446.94447.11447.32447.23447.46447.70447.61447.83447.96447.90EXISTING ATHLETIC FIELD WITH UNDERDRAINSTORM SYSTEM TO BE RECONDITIONED WITHTOP 3" OF SOD, ORGANICS, AND DEBRIS TOBE STRIPPED AND REMOVED THEN PLACING FILLMATERIAL TO BRING FIELD UP TO FINISH GRADEPER PLANS. EXISTING UNDERDRAIN PIPES ANDSECTION BELOW OF ROOT ZONE MIX AND SANDTO REMAIN WITH SUB-GRADE NOT BEINGDISTURBED. SEE LANDSCAPE PLANS.EXPANDED PORTION OFUNDERDRAINED FIELDPER L'SCAPE PLANSTAX PARCEL 2823059034MATCH EX ASPHALTGRADE (TYP)EXISTING ATHLETIC FIELDEXISTING ASPHALT PLAYEXISTING ATHLETIC FIELDSTANDARD ASPHALTPAVEMENTSEE DETAILC2102CUT AND CAP EX 4" PERFUNDERDRAIN PIPE447.81EX UNDERDRAINS THAT ARECUT AND CAPPED AND NOLONGER IN USE SHALL BEABANDONED IN PLACE (TYP)453452451450449448447447449448FIELD GRADING PERLANDSCAPE PLANSMETAL BLEACHERSEATING PERL'SCAPE PLANS7.7'3.2'5'.5' TYP5'3.9' .5' TYP5" THICK CONCRETEPAD FOR BLEACHERSEATING (7'x22')4" THICK CONCRETEWITHIN DUGOUTFOOTPRINT4" THICK CONCRETEWITHIN DUGOUTFOOTPRINT4" CONCRETEPAD FOR TRASHRECEPTACLE(4.5'x4.5')4" CONCRETEPAD FOR TRASHRECEPTACLE(3.8'x4.5')INSTALL TRUNCATEDDOMESSEE DETAILC2103MATCH EX ASPHALT FIRE LANEGRADE CONTRACTOR SHALLFIELD VERIFY EX GRADES ANDNOTIFY CIVIL ENGINEER IFCONFLICT WITH PROPOSEDGRADES INDICATED ON PLAN458.14(EX)457.98458.10(EX)458.046'2'CONCRETE RAMP,WALLS, ANDHANDRAILS PERL'SCAPE PLANS8.1%LANDING5.8'455.528.2%455.42452.99452.97452.94452.99453.004 5 8 45 7 45 6 455454453CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450SCALE 1"=20'0102040CASCADE 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: 12,211 SFLAYERIMPERVIOUS LEGEND*NON-TARGETED EXISTING FIELD AND BASEBALLINFIELD W/ UNDERDRAINS ARE CONSIDEREDMAINTENANCE AS REMOVAL AND REPLACEMENTOF MATERIALS DOWN TO SUBGRADE ARE NOTOCCURRING. SEE LANDSCAPE PLANS FOR FIELDAND INFIELD RECONDITIONING.3,795 SFQUANTITYCONCRETE815 SFPERMEABLE CONCRETE*8,185 SFEX INFIELD*80,255 SFEX FIELDLEGENDPROPERTY LINECONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION110109.36109TC 109.86BC 109.36ASPHALT PAVEMENTPERMEABLE CONCRETE PAVEMENTCONCRETE CURBCONCRETE PAVEMENTASPHALT351 SFNEW FIELD3,962 SF3,288 SFNEW INFIELDNOTE:FOR ALL EXTERIOR CONCRETE PAVEMENT,PROVIDE SPRAY-LOCK P3 OR EQUAL CONCRETEPAVING SURFACE TREATMENT TO HELP PROTECTCONCRETE AGAINST WINTER DE-ICING SALT PERPROJET SPECIFICATION SECTION 321313.23R-429308NOTE:FOR CATCH BASINS TO BE ADJUSTED (RAISED)TO FINISH GRADE WHERE INDICATED ON PLANS,SHIMS ARE NOT ALLOWED PER CITY OF RENTON;CONTRACTOR SHALL USE CONCRETE COLLARSNOTE:FOR SURFACE WATER STANDARD PLAN NOTES,SEE SHEET L6.011"=20'THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING PROTECT EX CATCH BASIN TO REMAIN.REPLACE EX GRATE W/ SOLID LOCKINGLID AND BURY BELOW GRADE.RIM ELEV 448.00REMOVE EX COLLARS AS NECESSARY.CONTRACTOR SHALL VERIFY EX RIMAND PIPE ELEVATIONS AND NOTIFYCIVIL ENGINEER IF CONFLICT (TYP)FENCE WITH NETTING BEHIND FIELDGOAL POST AND PERIMETER FIELDFENCING PER L'SCAPE PLANSPROTECT EX CATCHBASIN TO REMAINPROTECT EX STORMCLEANOUT TO REMAIN.ADJUST TO FINISH GRADEELEV 446.80PROTECT EX CATCHBASIN TO REMAINADJUST TO FINISH GRADEELEV 446.80INSTALL CONCRETECOLLARPROTECT EX STORMCLEANOUT TO REMAIN.ADJUST TO FINISH GRADEELEV 447.05PROTECT EX CATCH BASIN TOREMAIN ADJUST RIM TOFINISH GRADE AS NECESSARY RIM 446.50INSTALL CONCRETE COLLARPROTECT EX STORMCLEANOUT TO REMAIN.ADJUST TO FINISH GRADEELEV 447.30FENCE WITH NETTINGBEHIND FIELD GOAL POSTPER L'SCAPE PLANSMATCH EXASPHALT GRADEREMOVE/RELOCATE EXBASKETBALL HOOP ANDPOLE. COORDINATE W/SCHOOL DISTRICTC2108PERMEABLE CONCRETESIDEWALKSEE DETAIL10'FENCING ANDGATES PER L'SCAPEPLANS (TYP)CONCRETE STAIRS ANDHANDRAILS PER L'SCAPE PLANSMATCH EX TOPOF CURBELEVATIONCONCRETE STAIRS,AND HANDRAILSPER L'SCAPE PLANSC2108PERMEABLE CONCRETESIDEWALKSEE DETAILMATCH EX TOPOF CURBELEVATION452.45(EX)452.28(EX)452.08452.0516'451.86451.57451.42451.1210'10'35'451.11450.97451.05BS 451.20TS 456.20456.08(EX)456.15(EX)(10) STAIR RISERS@ 6" EACH14.6'5.4'(10) STAIRRISERS @6" EACH456.52(EX)456.50(EX)TS 456.33BS 451.33451.106'MATCH EX ASPHALTGRADE (TYP)STANDARD ASPHALTPAVEMENTSEE DETAILC2102TAX PARCEL 2823059133TAX PARCEL 2823059034EXISTING PARKING LOTEX UNDERDRAINEDFIELD CONVERTED TOPERVIOUS LAWN (TYP)EX UNDERDRAINS THAT ARECUT AND CAPPED AND NOLONGER IN USE SHALL BEABANDONED IN PLACE (TYP)EXISTING ATHLETIC FIELDEXISTING ATHLETIC FIELDEXISTING ASPHALT PLAYEX SOFTSURFACE PLAY447448449450451452EXISTING ATHLETIC FIELD WITH UNDERDRAINSTORM SYSTEM TO BE RECONDITIONED WITHTOP 3" OF SOD, ORGANICS, AND DEBRIS TOBE STRIPPED AND REMOVED THEN PLACING FILLMATERIAL TO BRING FIELD UP TO FINISH GRADEPER PLANS. EXISTING UNDERDRAIN PIPES ANDSECTION BELOW OF ROOT ZONE MIX AND SANDTO REMAIN WITH SUB-GRADE NOT BEINGDISTURBED. SEE LANDSCAPE PLANS.FIELD GRADING PERLANDSCAPE PLANS451.80451.27DO NOT REMOVE EXUNDERDRAINS TO REMAININ THIS AREA (TYP)METAL BLEACHER SEATINGPER L'SCAPE PLANSC2108PERMEABLECONCRETESIDEWALKSEE DETAIL4'13.7' .5' TYP5" THICK CONCRETE PADFOR BLEACHER SEATING(10.5'x22')4" CONCRETEPAD FOR TRASHRECEPTACLE451.08456456455454453452451451452453454455450.97451452.23451.56451.27451.184474476' HT BLK CHAINLINK FENCE, PERL'SCAPE PLANS (TYP)23.3'40.3'CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450SCALE 1"=20'0102040CASCADE 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 (INDEX)CONTOURGRADE BREAKSPOT ELEVATION110109.36109TC 109.86BC 109.36ASPHALT PAVEMENTPERMEABLE CONCRETE PAVEMENTCONCRETE CURBCONCRETE PAVEMENTTOTAL NEW & REPLACED IMPERVIOUS: 3,695 SFLAYERIMPERVIOUS LEGEND*NON-TARGETED FIELD AND BASEBALL INFIELD W/UNDERDRAINS ARE CONSIDERED MAINTENANCEAS REMOVAL AND REPLACEMENT OF MATERIALSDOWN TO SUBGRADE ARE NOT OCCURRING. NEWGRASS AREA IS PERVIOUS AND EXCLUDED. SEELANDSCAPE PLANS FOR FIELD AND INFIELDRECONDITIONING.QUANTITYCONCRETEPERMEABLE CONCRETEEX INFIELDEX FIELDASPHALT415 SF*7,210 SF2,557 SF*78,555 SF0 SF723 SFNOTE:FOR ALL EXTERIOR CONCRETE PAVEMENT,PROVIDE SPRAY-LOCK P3 OR EQUAL CONCRETEPAVING SURFACE TREATMENT TO HELP PROTECTCONCRETE AGAINST WINTER DE-ICING SALT PERPROJET SPECIFICATION SECTION 321313.23R-429309NOTE:FOR CATCH BASINS TO BE ADJUSTED (RAISED)TO FINISH GRADE WHERE INDICATED ON PLANS,SHIMS ARE NOT ALLOWED PER CITY OF RENTON;CONTRACTOR SHALL USE CONCRETE COLLARSNOTE:FOR SURFACE WATER STANDARD PLAN NOTES,SEE SHEET L6.011"=20'THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING COMPACTED SUBGRADE95% ASTM D1557COMPACTED CRUSHEDSURFACING TOP COURSECEMENT CONCRETEPAVEMENT, CLASS 30004"4"BROOM FINISHNOTE:1.CEMENT CONCRETE SHALL BE CLASS 30002.DUMMY JOINTS CONSISTING OF 3/16" BY 2" PREMOLDEDJOINT MATERIAL SHALL BE PLACED AT 15 FOOTINTERVALS1/4" EDGEDGROOVE2% SLOPE (1/4" DROP PER 1')CD3/16"BAA B DETECTABLE WARNING PATTERN AREASHALL BE YELLOW, IN COMPLIANCE WITHWSDOT STANDARD SPEC. 8-14.3(3)A1 5/8"2 3/8"B5/8"1 1/2"C7/16"3/4"D7/8"1 7/16"MINMAXCITY 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 THICKNESSHMA CLASS 1/2" COMPACTED CRUSHEDSURFACING TOP COURSECOMPACTED CRUSHEDSURFACING BASE COURSE12"SAWCUT TACK ANDMATCH EX ASPHALTFULL DEPTHEX UNDISTURBED PAVEMENTSUB-BASE MUST BE COMPACTED TO95% MAX DENSITY PER ASTM D 1557EXISTING ASPHALTCOMPACTED STRUCTURAL FILLSUB-BASE (OR EXISTING SUBGRADE)PER GEOTECHNICAL ENGINEER4" 2"4"12" MIN 3"4"12" MIN 2" 4"12" MIN HEAVY DUTY STANDARD DUTY WALK/TRACKAsphalt Pavement2NTSNot Used1NTSNot Used5NTSNot Used6NTSNot Used9NTSNot Used10NTSNot Used11NTSTHIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING 116TH AVENUE SE CITY OF SEATTLE PIPELINE R/W459459 CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450SCALE 1"=50'25501000CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSADA OVERALL CIVIL SITE PLANTAX PARCEL 2823059133LEGENDPROPERTY LINECONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION110109.36109TC 109.86BC 109.36ASPHALT PAVEMENTCONCRETE CURBCONCRETE PAVEMENTA PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 28, TWN. 23 N., RGE. 05 E., W.M.C3.0XEXISTINGENTRY/EXITEXISTINGENTRYEXISTING FIRE LANEEXISTING SERVICE/DELIVERY DRIVEEXISTING STAFF ANDVISITOR PARKING LOTMAIN SCHOOLENTRANCEEXISTING CLASSROOM BUILDINGEXISTING FAMILY FIRST BUILDINGTAX PARCEL 2823059133EXISTING ATHLETIC FIELDTAX PARCEL 2823059034EXISTING ATHLETIC FIELDAREA OF PROPOSEDADA PARKINGIMPROVEMENTSEX 40' CITY OF SEATTLEPIPELINE EASEMENTEXISTINGPARKING LOTEXISTING COVEREDPLAY STRUCTUREEXISTING ASPHALTPLAY AREAEXISTING DROP-OFFAND PICK-UP DRIVEWAYEXISTING SOFTSURFACE PLAYGROUNDR-429311Sheet List TableSheet Number Sheet TitleC300 ADA OVERALL CIVIL SITE PLANC301ADA DEMO & T.E.S.C. PLANC302ADA PAVING & HORIZONTAL CONTROL PLANC303ADA GRADING PLANC310ADA CIVIL DETAILSC311ADA CIVIL DETAILS1"=50'THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING 116TH AVENUE SEREMOVE EX ADA RAMP ANDADDITIONAL FULL CONCRETEPANELS AS NEEDED TOINSTALL THE NEW ADA RAMPINSTALL CBPROTECTIONSEE DETAILREMOVE EX CURBINSTALL CBPROTECTIONREMOVE EX CURBREMOVE EX CURB ASNEEDED TO INSTALL THENEW ADA RAMPREMOVE EXASPHALTC3104CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450SCALE 1"=10'510200CASCADE 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 CURBINGREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTPROPERTY LINEINLET PROTECTIONIP1"=10'R-429312THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING 116TH AVENUE SEVAN459INSTALL CONCRETEWHEEL STOPSSEE DETAIL6" CONCRETE PAVING INADA PARKING AND ACCESSSEE DETAIL8" CONCRETE PAVINGIN DRIVE AISLE AREASSEE DETAILADA RAMPSEE DETAILINSTALL BLOCK OUTSTRIPING ALONGADA PATHWAYSEE DETAILVERTICAL CONCRETECURBSEE DETAIL459INSTALL ADA SIGNSWITH POSTS (TYP)SEE DETAILS8.9'7'8'8'8'8'8'8'8'20'4'18.7'12'32.4'4'20' 29.7'4'C3117C3114C3108C3103C3117C3112C3117ASPHALT TO CONCRETETRANSITIONSEE DETAILC3113PAINTED CROSSWALKSEE DETAILC3101ASPHALT PAVINGSEE DETAILC3118ACCESSIBLEPARKING STALLSEE DETAIL (TYP)C3102C3105C31094598'CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450SCALE 1"=10'510200CASCADE 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 (INDEX)CONTOURGRADE BREAKSPOT ELEVATION110109.36109TC 109.86BC 109.36ASPHALT PAVEMENTCONCRETE CURBCONCRETE PAVEMENT1"=10'R-429313THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING 116TH AVENUE SEVAN1.4% 1.4% 1.4% 1.3% 1.4% 1.5% 1.5% 1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%3.0% 2.7% 1.1% 1.2%1.0%8.1% 8.0%3.6%1. 3 % 2.0% 4.0' 1.8%4.0'1.2%1.0%0.8%459.15(EX)459.10(EX)459.07(EX)459.03(EX)458.38458.34458.18458.30458.87458.69458.41(EX)458.49(EX)459.35459.411.7% 0.3% 2.0%457.99(EX)458.07(EX)458.73(EX)459.89(EX)459.39(EX)459.71459.60459.48459.36459.24459.12458.99458.87458.75459.31459.19459.08458.96458.84458.73458.611.8 % 1.8 % 1.8 % 1.8 % 1.9% 1.9 % 1.9 % 1.9%459459TC 458.93BC 458.43TC 458.79BC 458.2918.7'1.0%32.5'1.0%459LANDING8'CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450SCALE 1"=10'510200CASCADE 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 (INDEX)CONTOURGRADE BREAKSPOT ELEVATION110109.36109TC 109.86BC 109.36ASPHALT PAVEMENTCONCRETE CURBCONCRETE PAVEMENTR-4293141"=10'THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS43667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ TED-40-4293 C24000450CASCADE ELEMENTARY SCHOOLPAVING AND FIELD IMPROVEMENTSADA CIVIL DETAILSNot Used10NTSNot Used11NTSOVERFLOW (TOBYPASS PEAK STORMVOLUMES)SEDIMENTACCUMULATIONGEOTEXTILEFABRICADAPTERSKIRTRETRIEVAL STRAPINLET PROTECTION NOTE:FILTERS SHALL BE INSPECTED AFTER EACH STORM EVENT ANDCLEANED OR REPLACES WHEN 1/3 FULL.48"48"Inlet Protection4NTS5"2 1/2"10"2 1/2"1"6"TWO #3 BARS6'-0"9"4.5"2" CLEARANCE (TYP)12" MIN NON-SHRINK GROUT3:1 SAND AND CEMENTGROUT 1" DEPTH13/16" DIA HOLESINSTALL CONCRETEWHEEL STOPS WITHDRAINAGE SLOTSTHREE #6 BARSATTACHMENT DETAILWheel Stop8NTSCOMPACTED SUBGRADE(MIN 95% MAXIMUM DRY DENSITY)CRUSHED BASE COURSE(1-1/4" MINUS)CRUSHED SURFACING TOPCOURSE (5/8" MINUS)CEMENT CONCRETE PAVEMENT6"2"4"FLUSH WITH ADJACENTSURFACES ON ALLSIDESNOTES:1.DEPTHS ARE COMPACTED THICKNESS2.WHERE PERMEABLE BALLAST IS USED FOR CONSTRUCTION ACCESS AND STAGING,SOME RUTTING AND DISTURBANCE OF THE SURFACE MAY OCCUR. THE CONTRACTORSHALL REMOVE AFFECTED AREAS AND REPLACE THEM WITH PROPERLY COMPACTEDCRUSHED ROCK PRIOR TO FINAL SURFACING. WHERE PERMEABLE BALLAST IS USED,NO CRUSHED SURFACING BASE COURSE WILL BE REQUIRED UNLESS DIRECTED BYTHE GEOTECHNICAL ENGINEER. SEE SHEET C3.06#4 BARS AT 12"O.C. EACH WAY2" CLR(TYP)NOTES:1.SEE PLANS FOR CONCRETESCORING AND JOINTING.2.CEMENT CONCRETE SHALL BECLASS 4000Concrete Pavement7NTSEACH PARKING SPACE RESERVED FOR PERSONS WITHPHYSICAL DISABILITIES SHALL BE IDENTIFIED BY AREFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELYADJACENT TO AND VISIBLE FROM EACH STALL OR SPACECONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITHOCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THESIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES INAREA AND SHALL BE CENTERED ON AND JUST BEYOND THEFRONT EDGE OF THE PARKING STALL. SIGNS MAY ALSO BEHUNG ON THE WALL AT THE INTERIOR END OF THE PARKINGSPACE. SIGN MOUNTING HEIGHT SHALL BE 60 INCHESABOVE THE PARKING SPACE FINISHED GRADE.AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN ACONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREETPARKING FACILITIES, OR IMMEDIATELY ADJACENT TO ANDVISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BENOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITHLETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICHCLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATEDDISABLED PARKING SPACES NOT DISPLAYINGDISTINGUISHING PLACARDS OR LICENSE PLATES ISSUEDFOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAYAT OWNER'S EXPENSE. TOWED VEHICLES MAY BERECLAIMED AT ____________ OR ____________ OR BYTELEPHONING __________."STATE DISAB L ED P ARKING PERMI T R EQUIR ED STATE DISABLED PA RKING PERMIT REQ UIR ED RESERVEDPARKINGRESERVEDPARKINGVANACCESSIBLESIGN POSTS SHALL BE PER SIGN POSTNOTES INDICATED ON THIS SHEET24" O.C.WIDTH PER PLAN45°'WIDTH PER PLANEQUALWIDTH PER PLAN36"36"TWO LAYERS OF 4"WIDE WHITE PAINTWHITE PAINTEDSYMBOLBLUE PAINTEDBACKGROUND36" ADA PARKINGSTALL STENCILSEE DETAILADA Symbol and Blockout Striping2NTSADA Parking Stall Signage3NTS12"(TYP)12"(TYP)PER PLANNOTES:1.STRIPING COLOR SHALL BE "WHITE" AND PAINTED PER PROJECT SPECIFICATIONS2.STRIPING DIMENSIONS SHALL MEET MUTC SPECIFICATION 3B-18 AND FIGURE 3-14C.Crosswalk Striping1NTS8"2"6"0.25'0.25'3.0'3.0'0.25'0.25'NOTES:1.ALL STROKES TO BE 3" WHITE.2.PROVIDE TWO COATS OF PAINT.3.BLUE BACKGROUND WITH WHITE SYMBOL.4.LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON SITE PLAN.5.ONE SYMBOL FOR EACH HANDICAP PARKING SPACE.International Access Symbol6NTS4"MIN 2.5'5' MINPROPOSEDGRADE ATPARKINGSPACE3"12"18"12"SIGN TYPEPER PLANVAN ACCESSIBLEPER PLAN2" DIA GIP SCH 40BOTTOMOF SIGN3000 PSI CONCRETE8" MINSign Post and Base5NTSTraffic and Parking Signs9NTSDO NOTENTERCOS R5-1STUDENTDROP OFF/PICKUPDURING THEHOURS OF7:30AM-8:00AMAND2:30PM-3:00PMSTOPSTOP SIGN PER COSR1-1 24"x24"ENTERONLYONEWAYCOS R6-2LRESERVEDPARKINGSTATE DISABLED PARKINGPERMIT REQUIREDVANACCESSIBLERESERVED PARKINGPER MUTCD R7-8VAN ACCESSIBLEPLAQUE PERMUTCD R7-8P12" TYP1234566ANOTES:1.ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT STATE AND LOCAL CODESAND REGULATIONS, INCLUDING CITY OF SEATTLE STANDARDS AND ICC/ANSI A117.1-20032.PROVIDE POST AND BASE DETAIL FOR SIGN PER DETAIL 5/C3103.SIGNS 6 AND 6A ARE BLUE LETTERS AND SYMBOL ON WHITE BACKGROUND4.SIGNS 1 AND 2 ARE RED LETTERS ON WHITE BACKGROUND DRIVE LANE PARKING R-429315C3106BLOCKOUT STRIPINGSEE DETAILC3117THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING 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 Used9NTS5.5"6.5"6"PAVEMENTFACE OF CURBR1"R0.5"FINISH GRADE8.25"16"0.5"TOP OF CURB ATDRIVEWAY APPROACHNOTE:CONTRACTOR SHALLCONFORM TO WSDOTSPEC. 8-04.3Vertical Curb4NTSHeavy Asphalt8NTS45°24" O.C.WIDTH PER PLANLENGTH PER PLAN 2 LAYERS 4" YELLOW PAINTSTRIPE FOR FIRE ACCESS.2 LAYERS 4" WHITE PAINTSTRIPE FOR ADA PARKINGAsphalt Concrete Transition3NTSBlockout Striping7NTSPLAN LAYOUT 1CURB RAMP 1ANOTES:1.PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ONCURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE.2.RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE WSDOT STANDARDS). DETECTABLEWARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3)3.RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISEAPPROVED BY THE COUNTY ROAD ENGINEER.4.RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OFSTREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG. 3-010.5.LANDING SHALL BE MINIMUM 4' X 4'.6.CURB RAMP 1A MUST BE INSTALLED UNLESS OTHERWISE APPROVED.7.SEE FIGURE 3-001 FOR CURB AND SIDEWALK JOINT PLACEMENT.A(SEE SEC. FIG 3-012)CEMENT CONC.SIDEWALK RAMPTYPE 1ASIDEWALKSIDEWALKCURB, OR CURBAND GUTTER4'MIN4'MIN3/8" EXPANSION JOINT (TYP)4'MIN15'MAX 4'15'MAX 10% MAX2'10% MAXDETECTABLE WARNINGPATTERN625King County Curb Ramp Type 1A2NTSR-4293163"8" MIN8" MIN2"CONCRETEPAVEMENTSEE DETAILASPHALT PAVMENTSEE DETAILC3107C3118NOTES:1.ASPHALT PAVEMENT SHALL BE PLACED IN (2) LIFTS. FINAL LIFTSHALL BE CONSTRUCTED WITH THE OVERLAY OF THE EXISTINGASPHALT ONLY AFTER BUILDING IMPROVEMENTS ARE COMPLETE4" HMA CLASS 1/2" ASPHALTCONCRETE PAVEMENT2" CRUSHED SURFACINGBASE COURSE COMPACTTO 95% MAX DENSITY4" CRUSHED SURFACINGBASE COURSE COMPACTTO 95% MAX DENSITY12"SAWCUT TACK ANDMATCH EX ASPHALTFULL DEPTHEX UNDISTURBED PAVEMENTSUB-BASE MUST BE COMPACTED TO95% MAX DENSITY PER ASTM D 1557EXISTING ASPHALT12" (MIN) STRUCTURAL FILL AS REQUIREDOR EXISTING SUBGRADE COMPACTED TO95% MAX DENSITY PER ASTM D 1557THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILEPREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEENEDITED TO REFLECT THE AS-BUILT CONDITIONS OF THE PROJECT.FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFICEARTH WORKS, AND PROVIDED TO JACOBSON CONSULTINGENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERSDOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY ORCOMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS.CONSTRUCTION RECORD DRAWING SITE IMPROVEMENTS LEGENDTGATE SCHEDULE GENERAL NOTESIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301OVERALL SITE PLANL1.02L1.01A0'SCALE:100'50'25'1"=50'-0"L1.01BR-42431140 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 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301SITE PLAN ENLARGEMENTCONTINUED TO LEFT ON THIS PAGECONTINUED TO RIGHT, THIS PAGE0'SCALE:40'20'10'1"=20'-0"R-42431240 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 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301SITE PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"R-42431340 SYMBOLQTYBOTANICAL / COMMON NAMESIZECONDITION/REMARKSSHRUBSLAWNPLANTING NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301OVERALL PLANTING PLAN, SCHEDULE & NOTESL2.02L2.01A0'SCALE:100'50'25'1"=50'-0"L2.01BR-42431440 L2.01 MATCHLINE L2.02 MATCHLINE IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301PLANTING PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"CONTINUED TO LEFT ON THIS PAGECONTINUED TO RIGHT, THIS PAGER-42431540 L2.01 MATCHLINEL2.02 MATCHLINE IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301PLANTING PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"R-42431640 SOIL PLAN LEGENDGENERAL NOTESIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301SOILS PLAN0'SCALE:100'50'25'1"=50'-0"R-42431740THISCONSTR8CTIONRECORDDRAWINGISACOP<O)ACAD)ILEPREPARED%<-ACO%SONCONS8LTINGENGINEERSANDHAS%EENEDITEDTORE)LECTTHEAS%8ILTCONDITIONSO)THEPRO-ECT)IELDDI0ENSIONSANDIN)OR0ATIONWASPROVIDED%<PACI)ICEARTHWOR.SANDPROVIDEDTO-ACO%SONCONS8LTINGENGINEERSIN)E%R8AR<-ACO%SONCONS8LTINGENGINEERSDOESNOTPROVIDEAN<WARRANT<ASTOTHEACC8RAC<ORCO0PLETENESSO)S8CHIN)OR0ATIONPROVIDED%<OTHERSCONSTRUCTION RECORD DRAWINGFORA LANDSCAPE ARCHITECTS L3.01 MATCHLINEL3.02 MATCHLINE855.72"960.72"1054.92"1244.62"1354.12"1444.62"1544.62"1644.62"1744.62"1844.62"1944.62"1161.52"647.52"563.62"347.52"247.52"160.72"437.7112"2020.8112"745.52"2136.4112"2217.9112"POINT OF CONNECTIONIRRIGATION NOTES:AS-BUILT NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301OVERALL IRRIGATION PLANL3.02L3.01A0'SCALE:100'50'25'1"=50'-0"L3.01BPOCL3.000'SCALE:40'20'10'1"=20'-0"R-42431840THISCONSTR8CTIONRECORDDRAWINGISACOP<O)ACAD)ILEPREPARED%<-ACO%SONCONS8LTINGENGINEERSANDHAS%EENEDITEDTORE)LECTTHEAS%8ILTCONDITIONSO)THEPRO-ECT)IELDDI0ENSIONSANDIN)OR0ATIONWASPROVIDED%<PACI)ICEARTHWOR.SANDPROVIDEDTO-ACO%SONCONS8LTINGENGINEERSIN)E%R8AR<-ACO%SONCONS8LTINGENGINEERSDOESNOTPROVIDEAN<WARRANT<ASTOTHEACC8RAC<ORCO0PLETENESSO)S8CHIN)OR0ATIONPROVIDED%<OTHERSCONSTRUCTION RECORD DRAWINGFORA LANDSCAPE ARCHITECTS L3.01 MATCHLINE L3.02 MATCHLINE 855.72"960.72"1054.92"647.52"563.62"347.52"247.52"437.7112"745.52"160.72"CONTROLLERAS-BUILT NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AN D R EWJRASMUSSENNO.739EXP.6/26/ 2 025 STA T E OFWASHINGTONLANDSCAPEARCHI T 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.R-429301IRRIGATION PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"CONTINUED TO RIGHT ON THIS PAGECONTINUED TO LEFT ON THIS PAGER-42431940 L3.01 MATCHLINEL3.02 MATCHLINE 54.91244.62"1354.12"1444.62"1544.62"1644.62"1744.62"1844.62"1944.62"1161.52"2020.8112"2136.4112"2217.9112"AS-BUILT NOTES:IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301IRRIGATION PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"R-42432040 DESCRIPTION-REMARKSSYMBOLITEMMANUFACTURER / CAT NO.IRRIGATION LEGENDPOINT OF CONNECTIONNUMBERMODELSIZETYPEGPMIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301IRRIGATION LEGEND & NOTESMANUAL DRAIN VALVE1QUICK COUPLER VALVE2IRRIGATION CONTROLLER (INTERIOR WALL MOUNT)3R-42432140 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301IRRIGATION DETAILSISOLATION / SHUT-OFF VALVE1REMOTE CONTROL VALVE - WITH SHUT-OFF2IRRIGATION HEAD3PIPE TRENCHING AND BACKFILL4POINT OF CONNECTION - WITH DOUBLE CHECK VALVE5R-42432240 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AN D R EWJRASMUSSENNO.739EXP.6/26/ 2 025 STA T E OFWASHINGTONLANDSCAPEARCHI T 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.R-429301SOFTBALL BACKSTOP ISOMETRIC28831348281SITE DETAILSR-42432340 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/ 2 025 STA T EOFWASHINGTONLANDSCAPEARCHIT 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.R-429301INFIELD 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-42432440 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/ 2 025 STA T EOFWASHINGTONLANDSCAPEARCHIT 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.R-429301DUGOUT PLAN1DUG OUT ELEVATIONS2DUGOUT ROOFFRONT SECTIONPLAN VIEWBACK SECTION3SECTION AT DUGOUT4SITE DETAILSR-42432540 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26 / 2 025 STA T E OFWASHINGTONLANDSCAPEARCHI T 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.R-429301BACKSTOP BOARDS1FRONT VIEWSIDE VIEWWOOD PLANKING AT FENCING3SITE DETAILSFOOTBALL GOAL POST2 .BACKSTOP FENCING - 30' HEIGHT4R-42432640 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/ 2025 STA T E OFWASHINGTONLANDSCAPEARCHI T 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.R-429301 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-42432740 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26 /2 025 STA T E OFWASHINGTONLANDSCAPEARCHI T 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.R-429301MOW STRIP AT FENCE1CONCRETE RAMP & HANDRAIL2SITE DETAILSGRAVEL PAVING AT EDGE OF PLAY AREA3CONCRETE STAIRSTYPICAL SECTION48' HT. GATE 5R-42432840 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26 /2 025 STA T E OFWASHINGTONLANDSCAPEARCHI T 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.R-429301STAIR AND RAMP PROFILESRAMP A & RAMP B PROFILES3NORTH CONRETE STAIR & HANDRAIL1SOUTH CONCRETE STAIR & HANDRAIL2R-42432940 L5.01 MATCHLINEL5.02 MATCHLINE0'SCALE:N200'100'50'25'1"=50'-0"IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301OVERALL GRADING PLANL5.02L5.01AL5.01BR-42433040 L5.01 MATCHLINE L5.02 MATCHLINE IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301GRADING PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"CONTINUED TO LEFT ON THIS PAGECONTINUED TO RIGHT, THIS PAGER-42433140 L5.01 MATCHLINEL5.02 MATCHLINE IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301GRADING PLAN ENLARGEMENT0'SCALE:40'20'10'1"=20'-0"R-42433240 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 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301OVERALL SUBDRAINAGE PLANR-42433340 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4293 C24000450 AND R EWJRASMUSSENNO.739EXP.6/26/2 025 STA T EOFWASHINGTONLANDSCAPEARCHI T 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.R-429301SUBDRAINAGE 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-42433440