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Home My WebLink AboutF_CIVIL_PLANS_20210927_V5400 400410410 410392392394 394 396 396398 398402402402 402402 402404 404 404406 406408408PROPOSED BUILDING WITHUNDERGROUND PARKINGFFE = 410.33BREMERTON AVE. NENE 4TH ST. PAVEDDRIVEWAY ELEVATEDRAMP DOWN400 410396398 402402402 40 4 4 0 6 408 1292.85' N 85°48'45" W 18.77' N 88°03'08" W 93.12' 1292.86'N 00°08'19" W 42.03'N 88°03'08" W 2585.71' (BASIS OF BEARING)N 00°08'19" W 248.56'N 00°04'02" W 248.55'N 88°03'08" W 93.43' CL FOUND CASED CONC. MON.W/3" BRASS DISK & PUNCH.DOWN 0.7'. MAY 2018.FOUND CASED CONC. MON.W/3" BRASS DISK & PUNCH.DOWN 0.7'. MAY 2018.ELEV.398.55'131+00132+00133+0000113+00 114+00 115+00 NE 4TH ST.STA 112+92.9EXTENSION WEST BOUNDARYLINE TO NE 4TH STSTA 130+00.0 =390 392IN COMPLIANCE WITH CITY OF RENTON STANDARDSC1.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C1.0 COVER.DWG 9/10/2021 .....SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.COVER SHEET & HORIZONTAL CONTROL PLAN6/22/20LEGAL DESCRIPTIONTHAT PORTION OF SECTION 10, TOWNSHIP 23 NORTH,RANGE 5 EAST, W.M., KING COUNTY WASHINGTON,DESCRIBED AS FOLLOWS:THE SOUTH 290.4 FEET OF THE WEST HALF OF THESOUTHWEST QUARTER OF THE SOUTHEAST QUARTER.LESS THE EAST 230.00 FEET.LESS THE COUNTY ROAD.SITUATE IN THE COUNTY OF KING, STATE OFWASHINGTON.VERTICAL DATUMLEGENDLCSTORM DRAIN MANHOLESIGN POSTUTILITY/POWER POLEWATER VALVESANITARY SEWER MANHOLECATCH BASINFIRE HYDRANTRIGHT OF WAY CENTERLINEFOUND CONCRETE MONUMENT AS NOTEDEXISTING REBAR W/CAP, AS NOTEDSET 1/2" X 24" REBAR W/CAP STAMPED "PCS 37536"POPLAR TREEEXISTING NAIL AND WASHER AS NOTEDSET NAIL AND WASHER STAMPED "PCS 37536"SWATER METERTRAFFIC SIGNAL JUNCTION BOXFOUND 3" BRASS DISK & PUNCHAT SURFACE. CITY OF RENTONMONUMENT NUMBER 1851.ELEV. = 398.55'VERTICAL DATUMNAVD 88Feet02040VICINITY MAPSITEI-405RENTON RENTON MAPLE VALLEY RDNE 4TH STHWY 167 I -405 I-405 HWY 900 BREMERTON AVE NESCALE: 1" = 2000'FENCE LINEGGAS LINEPPOWER LINEUPPOWER LINE (UNDERGROUND)SSSEWER LINESDSTORM DRAIN LINETTELEPHONE LINEUTTELEPHONE LINE (UNDERGROUND)WWATER LINEPROJECT OWNER4TH CREEK MEADOWS, LLC12505 NE BELLEVUE-REDMOND RD., STE. 212BELLEVUE, WA 98005PROJECT MANAGERMARTIN REIMERS, AIACONCEPT ARCHITECTURE, LLC2615 WEST CASINO ROAD, STE. 1AEVERETT, WA 98204PHONE: 425-377-8786CIVIL ENGINEERDAVID HARMSEN, PEHARMSEN & ASSOCIATES, INCP. O. BOX 516MONROE, WA 98272PHONE: 360-794-7811FAX: 360-805-9732LAND SURVEYORDARREN RIDDLE, PLSPACIFIC COAST SURVEYS, INC.P.O. BOX 13619MILL CREEK, WA 98082PHONE: 425-512-70994TH DIMENSION MIXED USERENTON, WASITE DATALOT SIZE: 23,170 SF/0.53 ACLOT SIZE AFTER R/W DEEDING: 19,349 SF/0.44 ACAREA OF WORK: 27,360 SF/0.63 ACGRADING QUANTITIES:CUT 1,500 TONS / 900 C.Y.FILL 6,800 TONS / 4,000 C.Y.SOURCE OF FILL:SELECT ON-SITE MATERIAL ORIMPORTED STRUCTURAL MATERIALDESTINATION OF EXCESS SOIL:APPROVED OFF-SITE LOCATIONNOTESSITE SURVEY PROVIDED BY:PACIFIC COAST SURVEYS, INCLAND SURVEYING & MAPPINGP.O. BOX 13619MILL CREEK, WA 98082PH. (425) 512-7099PROJECT CONTACTSNAVD 88PROPOSED WATER METERPROPOSED PIVPROPOSED CLEANOUTPROPOSED TYPE I SDCBPROPOSED FDC4TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 98059PROPOSED WATER LINEPROPOSED SEWER LINEPROPOSED STORM LINEPROPOSED TYPE II SDCBPROPOSED BIOPOD TREATMENTWALL STRUCTURE INLET1 18DJRSRMAWKDWH-1" = 20'9/3/21THE MONUMENTED CENTERLINEOF N.E. 1ST. ST., AS THE BEARINGOF N 88°03'08" W.BASIS OF BEARINGR-413801C1.0COVER SHEET & HORIZONTAL CONTROL PLANC1.1CONDITIONS OF APPROVALC2.0STORMWATER POLLUTION PREVENTION PLANC3.0SEWER & WATER PLAN & COMPOSITE UTILITY PLANC3.1SEWER & WATER DETAILSC3.2SEWER & WATER DETAILSC3.3SEWER & WATER DETAILSC4.0DRAINAGE PLANC4.1DRAINAGE PROFILESC4.2VAULT DETAILSC4.3STORM DRAINAGE DETAILSC4.4STORM DRAINAGE DETAILSC5.0GRADING & PAVING PLANC5.1GRADING SECTIONSC5.2FRONTAGE IMPROVEMENT PLANC5.3ADA RAMP DETAILSC5.4CHANNELIZATION PLANSC6.0FLOOD PLAIN COMPENSATORY STORAGEA1.0SITE PLANT1TOPOGRAPHIC SURVEYP2.0FOUNDATION PLUMBING PLANS5.7DETENTION VAULT PLANL1TREE RETENTION & CLEARING PLANL2LANDSCAPE PLANL3LANDSCAPE PLANL4IRRIGATION PLANL5IRRIGATION PLANE1.0ELECTRICAL SITE PLANE1.1ELECTRICAL DETAILSE1.2ELECTRICAL DETAILSE2.0PHOTOMETRIC STREET LIGHTING PLANSHEET INDEXDEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570SURFACE WATER UTILITYkrevans 10/14/2021REGIONAL FIRE AUTHORITYcthomas 10/14/2021APPROVEDWASTEWATER UTILITYAnn Fowler 10/15/2021Markup LegendREDRequired RevisionsBLUERecommended RevisionsPURPLEAdvisory OnlyGREENItems to be Deleted IN COMPLIANCE WITH CITY OF RENTON STANDARDSC1.1P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C1.0 COVER.DWG 9/10/2021 .....SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.CONDITIONS OF APPROVAL6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980591 14DJRSRMAWKDWH-1" = 20'HEARING EXAMINER CONDITIONS OF APPROVALTHE SITE PLAN REVIE: AND CRITICAL AREAS REASONABLE USE VARIANCE ARE APPROVED SUBECTTO THE FOLLO:IN CONDITIONS.1.THE APPLICANT SHALL COMPLY :ITH THE MITIATION MEASURES ISSUED AS PART OF THEDETERMINATION OF NONǪSINIFICANCE MITIATEDǇ DATED OCTOBER 28Ǉ 2Ţ19.2.THE APPLICANT SHALL SUBMIT REVISED ARCHITECTURAL PLANS THAT PROVIDEADDITIONAL BUILDIN MODULATION OR OTHER ARCHITECTURAL DETAILIN ALON THE ROUNDFLOOR OF THE PARKIN ARAE AND ALON THE BEDROOMS ǟLEVELS 2 THROUH ŦǠ FACINBREMERTON AVE NE. THE REVISED ARCHITECTURAL PLANS SHALL BE REVIE:ED AND APPROVEDBY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL.3 THE APPLICANT SHALL RANT A PRIVATE ACCESS EASEMENT TO THE CA ?ONED PARCEL LOCATEDTO THE EAST OF THE PROECT SITEǇ SPECIFICALLY PARCEL NO. 1Ţ23Ţ5911ũ. THE ACCESS EASEMENTDOCUMENT SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAERAND DEVELOPMENT ENINEERIN AND SHALL BE RECORDED PRIOR TO TEMPORARY CERTIFICATEOF OCCUPANCY.Ŧ.THE APPLICANT SHALL SUBMIT REVISED FLOOR PLANS AND SITE PLAN :ITH THE BUILDINPERMIT APPLICATION IDENTIFYIN THE LOCATION OF CODE COMPLIANT BICYCLE PARKINMEETIN THE STANDARDS OF RMC ŦǪŦǪŢ8Ţ.F.11Ǉ AND IDENTIFY A MINIMUM OF FIFTEEN ǟ15ǠBICYCLE PARKIN STALLS. THE REVISED FLOOR PLANSǇ SITE PLAN AND BICYCLE PARKIN DETAILSSHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TOBUILDIN PERMIT APPROVAL.5.THE APPLICANT SHALL REDESIN THE E;POSED CONCRETE :ALL AND METAL RAILINALON BREMERTON AVE NE TO A PLA?A STYLE DESIN :ITH :ALL SEATIN AND A MOREPEDESTRIAN FRIENDLY ELEMENTS BET:EEN THE BUILDIN AND THE PUBLIC SIDE:ALK. THEREVISED ELEVATION PLANS AND SITE PLAN SHALL BE REVIE:ED AND APPROVED BY THE CURRENTPLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL.Ũ.:EATHER PROTECTIONǇ MEASURIN A MINIMUM OF FOUR AND ONEǪHALF FEET ǟŦǪLǓ2'Ǡ:IDE AND A MINIMUM OF THREE FEET ǟ3'Ǡ DEEPǇ SHALL BE PROVIDED OVER THE UNDERROUNDPARKIN ARAE ENTRANCE ALON BREMERTON AVE NE.ũ.THE REFUSE AND RECYCLABLES DEPOSIT AREA LOCATION SHALL BE APPROVED BY THECITY OF RENTON'S SOLID :ASTE UTILITY PROVIDER ǟTHE CITY PARTNERS :ITH REPUBLICSERVICESǠ PRIOR TO BUILDIN PERMIT ISSUANCE.8 THE APPLICANT SHALL SUBMIT A REFUSE AND RECYCLIN ENCLOSURE DETAIL AT THE TIME OFBUILDIN PERMIT REVIE: FOR REVIE: AND APPROVED BY THE CURRENT PLANNIN PROECTMANAER. THE REFUSE AND RECYCLIN ENCLOSURE DETAIL SHALL DEMONSTRATE THAT THETRASH ENCLOSURE :ILL HAVE SELFǪCLOSIN DOORS.9.THE APPLICANT SHALL INSTALL A MINIMUM SEVENǪFOOT SI;ǪINCH ǟũ'ǪŨ"Ǡ TALL METALFRAMED REEN :ALL :ITH CLIMBIN VINES NEAR THE PARKIN ARAE PEDESTRIAN ENTRANCELOCATED ALON BREMERTON AVE NE. THE APPLICANT SHALL SUBMIT A REEN :ALL DETAIL:ITH THE FINAL LANDSCAPE PLAN FOR REVIE: AND APPROVAL BY THE CURRENT PLANNINPROECT MANAER PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT.1Ţ.THE APPLICANT SHALL MAINTAIN A MINIMUM INTERIOR PATH:AY :IDTH NO SMALLERTHAN FIVE FEET ǟ5'Ǡ AND THE ENTRANCE :ALK ALON NE ŦTH ST SHALL BE INCREASED FROMSEVEN FEET ǟũ'Ǡ :IDE TO T:ELVE FEET ǟ12'Ǡ :IDE.11.THE APPLICANT SHALL INCLUDE PERMEABLE PAVEMENT MATERIALS FOR PEDESTRIAN:ALK:AYSǇ :HERE FEASIBLEǇ CONSISTENT :ITH THE 2Ţ1ũ CITY OF RENTON SURFACE :ATERDESIN MANUAL.12.THE APPLICANT SHALL PROVIDE SITE FURNITURE THAT IS MADE OF DURABLEǇ VANDALǪ AND:EATHER RESISTANT MATERIALS THAT DO NOT RETAIN RAIN:ATER AND CAN BE REASONABLYMAINTAINED OVER AN E;TENDED PERIOD OF TIME. THE SITE FURNITURE DETAILS SHALL BESUBMITTED TO AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TOBUILDIN PERMIT APPROVAL.13.THE APPLICANT SHALL SUBMIT A PUBLIC ART PLAN IN ORDER TO REDUCE THE APPARENTSI?E OF THE BUILDIN AND ADD VISUAL INTEREST. THE PREFERRED PUBLIC ART PLAN SHALL BESUBMITTED TO AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TOBUILDIN PERMIT APPROVAL.1Ŧ.THE APPLICANT SHALL PROVIDE :INDO:S :ITHIN THE STAIRCASES ON THE NORTH ANDSOUTH FACIN FACADES. IN ADDITIONǇ THE APPLICANT SHALL INCREASE THE PERCENTAE OFLA?IN AND CLEAR :INDO:S ALON NE ŦTH ST. REVISED ELEVATIONS SHO:IN ADDEDLA?IN AND UPPER STORY CLEAR :INDO:S SHALL BE SUBMITTED TO THE CURRENT PLANNINPROECT MANAERǇ AND APPROVEDǇ PRIOR TO BUILDIN PERMIT ISSUANCE.15.A MATERIALS BOARD INCLUDIN MATERIAL SAMPLES AND COLORS CODED TO THE BUILDINELEVATIONS SHALL BE PROVIDED AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: ANDAPPROVAL BY THE CURRENT PLANNIN MANAER.1Ũ.IF CONCRETE IS USED FOR :ALLS ANDǓOR COLUMNSǇ THE CONCRETE SHALL BE ENHANCEDBY TECHNI/UES SUCH AS TE;TURINǇ REVEALSǇ ANDǓOR COLORIN :ITH A CONCRETE COATINOR ADMI;TURE. TREATMENT OF ANY CONCRETE :ALLS ANDǓOR COLUMNS PROPOSED SHOULD BEINCLUDED ON THE MATERIALS BOARD SUBMITTED AS PART OF THE BUILDIN PERMIT REVIE:.1ũ.A LIHTIN PLAN AND LIHT FI;TURE DETAILS SHALL BE SUBMITTED AT THE TIME OFBUILDIN PERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN PROECTMANAER PRIOR TO BUILDIN PERMIT ISSUANCE.18.THE APPLICANT SHALL PROVIDE A FLOORǪTOǪCEILIN HEIHT OF SI;TEEN FEET ǟ1Ũ'Ǡ AND AMINIMUM CLEAR HEIHT OF FIFTEEN FEET ǟ15'Ǡ ALON THE PORTION OF THE BUILDIN :ITH ACOMMERCIAL FACADE. REVISED ELEVATIONS SHALL BE SUBMITTED TO THE CURRENT PLANNINPROECT MANAERǇ AND APPROVEDǇ PRIOR TO BUILDIN PERMIT ISSUANCE.19.THE APPLICANT SHALL PROVIDE BUILDIN FLOOR PLANS :ITH DETAILS FOR ADACOMPLIANT BATHROOMSǇ CENTRAL PLUMIN DRAIN LINEǇ AND A REASE TRAP AND AVENTILATION SHAFT FOR A COMMERCIAL KITCHEN HOODǓE;HAUST AT THE TIME OF BUILDINPERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN PROECT MANAER.R-413801STAFF RECOMMENDS APPROVAL OF THE ŦTH DIMENSION BUILDINǇ FILE NO. LUA19ǪŢŢŢ153Ǉ SAǪHǇ ECFǇ VǪHǇ ASDEPICTED IN THE SITE PLAN ǟE;HIBIT 2ǠǇ SUBECT TO THE FOLLO:IN CONDITIONSǆ1. THE APPLICANT SHALL COMPLY :ITH THE MITIATION MEASURES ISSUED AS PART OF THEDETERMINATION OF NONǫ SINIFICANCE MITIATEDǇ DATED OCTOBER 28Ǉ 2Ţ19.2. THE APPLICANT SHALL SUBMIT REVISED ARCHITECTURAL PLANS THAT PROVIDE ADDITIONAL BUILDINMODULATION OR OTHER ARCHITECTURAL DETAILIN ALON THE ROUND FLOOR OF THE PARKIN ARAE ANDALON THE BEDROOMS ǟLEVELS 2 THROUH ŦǠ FACIN BREMERTON AVE NE. THE REVISED ARCHITECTURAL PLANSSHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMITAPPROVAL.3. THE APPLICANT SHALL RANT A PRIVATE ACCESS EASEMENT TO THE CA ?ONED PARCEL LOCATED TO THEEAST OF THE PROECT SITEǇ SPECIFICALLY PARCEL NO. 1Ţ23Ţ5911ũ. THE ACCESS EASEMENT DOCUMENT SHALL BEREVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER AND DEVELOPMENT ENINEERIN ANDSHALL BE RECORDED PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY.Ŧ. THE APPLICANT SHALL SUBMIT REVISED FLOOR PLANS AND SITE PLAN :ITH THE BUILDIN PERMITAPPLICATION IDENTIFYIN THE LOCATION OF CODE COMPLIANT BICYCLE PARKIN MEETIN THE STANDARDS OF RMCŦǪŦǪŢ8Ţ.F.11Ǉ AND IDENTIFY A MINIMUM OF FIFTEEN ǟ15Ǡ BICYCLE PARKIN STALLS. THE REVISED FLOOR PLANSǇ SITEPLAN AND BICYCLE PARKIN DETAILS SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNINPROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL.5. THE APPLICANT SHALL REDESIN THE E;POSED CONCRETE :ALL AND METAL RAILIN ALON BREMERTONAVE NE TO A PLA?A STYLE DESIN :ITH :ALL SEATIN AND A MORE PEDESTRIAN FRIENDLY ELEMENTS BET:EENTHE BUILDIN AND THE PUBLIC SIDE:ALK. THE REVISED ELEVATION PLANS AND SITE PLAN SHALL BE REVIE:EDAND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL.Ũ. :EATHER PROTECTIONǇ MEASURIN A MINIMUM OF FOUR AND ONEǪHALF FEET ǟŦǪ1Ǔ2'Ǡ :IDE AND AMINIMUM OF THREE FEET ǟ3'Ǡ DEEPǇ SHALL BE PROVIDED OVER THE UNDERROUND PARKIN ARAE ENTRANCEALON BREMERTON AVE NE.ũ. THE REFUSE AND RECYCLABLES DEPOSIT AREA LOCATION SHALL BE APPROVED BY THE CITY OF RENTON'SSOLID :ASTE UTILITY PROVIDER ǟTHE CITY PARTNERS :ITH REPUBLIC SERVICESǠ PRIOR TO BUILDIN PERMITISSUANCE.8. THE APPLICANT SHALL SUBMIT A REFUSE AND RECYCLIN ENCLOSURE DETAIL AT THE TIME OF BUILDINPERMIT REVIE: FOR REVIE: AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER. THE REFUSE ANDRECYCLIN ENCLOSURE DETAIL SHALL DEMONSTRATE THAT THE TRASH ENCLOSURE :OULD HAVE SELFǪCLOSINDOORS.9. THE APPLICANT SHALL INSTALL A MINIMUM SEVENǪFOOT SI;ǪINCH ǟũ'ǪŨ"Ǡ TALL METAL FRAMED REEN :ALL:ITH CLIMBIN VINES NEAR THE PARKIN ARAE PEDESTRIAN ENTRANCE LOCATED ALON BREMERTON AVE NE.THE APPLICANT SHALL SUBMIT A REEN :ALL DETAIL :ITH THE FINAL LANDSCAPE PLAN FOR REVIE: ANDAPPROVAL BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTIONPERMIT.1Ţ.THE APPLICANT SHALL MAINTAIN A MINIMUM INTERIOR PATH:AY :IDTH NO SMALLER THAN FIVE FEETǟ5'Ǡ AND THE ENTRANCE :ALK ALON NE ŦTH ST SHALL BE INCREASED FROM SEVEN FEET ǟũ'Ǡ :IDE TO T:ELVEFEET ǟ12'Ǡ :IDE.11.THE APPLICANT SHALL INCLUDE PERMEABLE PAVEMENT MATERIALS FOR PEDESTRIAN :ALK:AYSǇ :HEREFEASIBLEǇ CONSISTENT :ITH THE 2Ţ1ũ CITY OF RENTON SURFACE :ATER DESIN MANUAL.12.THE APPLICANT SHALL PROVIDE SITE FURNITURE THAT IS MADE OF DURABLEǇ VANDALǪ AND:EATHERǪRESISTANT MATERIALS THAT DO NOT RETAIN RAIN:ATER AND CAN BE REASONABLY MAINTAINED OVERAN E;TENDED PERIOD OF TIME. THE SITE FURNITURE DETAILS SHALL BE SUBMITTED TO AND APPROVED BY THECURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL.13.THE APPLICANT SHALL SUBMIT A PUBLIC ART PLAN IN ORDER TO REDUCE THE APPARENT SI?E OF THEBUILDIN AND ADD VISUAL INTEREST. THE PREFERRED PUBLIC ART PLAN SHALL BE SUBMITTED TO AND APPROVEDBY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL.1Ŧ.THE APPLICANT SHALL PROVIDE :INDO:S :ITHIN THE STAIRCASES ON THE NORTH AND SOUTH FACINFACADES. IN ADDITIONǇ THE APPLICANT SHALL INCREASE THE PERCENTAE OF LA?IN AND CLEAR :INDO:SALON NE ŦTH ST. REVISED ELEVATIONS SHO:IN ADDED LA?IN AND UPPER STORY CLEAR :INDO:S SHALLBE SUBMITTED TO THE CURRENT PLANNIN PROECT MANAERǇ AND APPROVEDǇ PRIOR TO BUILDIN PERMITISSUANCE.15.A MATERIALS BOARD INCLUDIN MATERIAL SAMPLES AND COLORS CODED TO THE BUILDIN ELEVATIONSSHALL BE PROVIDED AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENTPLANNIN MANAER.1Ũ.IF CONCRETE IS USED FOR :ALLS ANDǓOR COLUMNSǇ THE CONCRETE SHALL BE ENHANCED BYTECHNI/UES SUCH AS TE;TURINǇ REVEALSǇ ANDǓOR COLORIN :ITH A CONCRETE COATIN OR ADMI;TURE.TREATMENT OF ANY CONCRETE :ALLS ANDǓOR COLUMNS PROPOSED SHOULD BE INCLUDED ON THE MATERIALSBOARD SUBMITTED AS PART OF THE BUILDIN PERMIT REVIE:.1ũ.A LIHTIN PLAN AND LIHT FI;TURE DETAILS SHALL BE SUBMITTED AT THE TIME OF BUILDIN PERMITREVIE: FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMITISSUANCE.18.THE APPLICANT SHALL PROVIDE A FLOORǪTOǪCEILIN HEIHT OF SI;TEEN FEET ǟ1Ũ'Ǡ AND A MINIMUM CLEARHEIHT OF FIFTEEN FEET ǟ15'Ǡ ALON THE PORTION OF THE BUILDIN :ITH A COMMERCIAL FACADE. REVISEDELEVATIONS SHALL BE SUBMITTED TO THE CURRENT PLANNIN PROECT MANAERǇ AND APPROVEDǇ PRIOR TOBUILDIN PERMIT ISSUANCE.19.THE APPLICANT SHALL PROVIDE BUILDIN FLOOR PLANS :ITH DETAILS FOR ADA COMPLIANT BATHROOMSǇCENTRAL PLUMIN DRAIN LINEǇ AND A REASE TRAP AND A VENTILATION SHAFT FOR A COMMERCIAL KITCHENHOODǓE;HAUST AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENTPLANNIN PROECT MANAER.STAFF RECOMMENDED CONDITIONS OF APPROVALENVIRONMENTAL REVIEW MITIGATION MEASURES:1.THE PROECT CONSTRUCTION SHALL COMPLY :ITH THE RECOMMENDATIONS FOUND IN THESUBMITTED EOTECHNICAL ENINEERIN REPORT :ITH INFILTRATION EVALUATIONǇ PREPARED BYEO ROUP NORTH:ESTǇ INC.Ǉ DATED MAY 1ŦǇ 2Ţ18Ǉ AND FUTURE ADDENDA.2.THE APPLICANT'S EOTECHNICAL ENINEER SHALL REVIE: THE PROECT'S CONSTRUCTIONAND BUILDIN PERMIT PLANS TO VERIFY COMPLIANCE :ITH THE EOTECHNICAL REPORTǟSǠ. THEEOTECHNICAL ENINEER SHALL SUBMIT A SEALED LETTER STATIN THAT HEǓSHE HASREVIE:ED THE CONSTRUCTION AND BUILDIN PERMIT PLANS AND IN THEIR OPINIONǇ THE PLANSAND SPECIFICATIONS MEET THE INTENT OF THE REPORTǟSǠ.3.THE EOTECHNICAL AND STRUCTURAL DESIN OF THE ŦTH DIMENSION BUILDIN AND THEPORTION OF THE BUILDIN PROVIDIN COMPENSATORY STORAE MUST BE PREPARED IN A :AYTHAT :ILL PREVENT DAMAE TO THE SUBECT BUILDIN AND SURROUNDIN PROPERTIES FROMSEEPAE OF :ATER INTO THE SUBBASE MATERIAL AND POTENTIAL SETTLEMENT AND EROSIONTHAT MIHT RESULT. POSSIBLE MEANS OF ACCOMPLISHIN THIS INCLUDE PROVIDIN A:ATERTIHT CONCRETE BASE SLAB ANDǓOR A :ATERPROOF LINER BENEATH THE OPENCHANNEL AND COMPENSATORY STORAE AREA TO PREVENT INFILTRATION OF :ATER INTO THEINTO THE SUBBASE MATERIAL. THE PROECT'S EOTECHNICAL AND STRUCTURAL ENINEERSMUST PROVIDE THE CITY :ITH A CORRESPONDENCE BEARIN A PROFESSIONAL ENINEERINSTAMP STATIN THAT IN THEIR OPINION THE PROECT AS DESINED :ILL NOT RESULT INPROPERTY DAMAE CAUSED BY SETTLEMENT OR EROSION OF THE SUBBASE MATERIAL.Ŧ.A PRORATED SHARE OF THE TRAFFIC SINAL COSTS SHALL BE COLLECTED FROM THEPROPOSED PROECT BASED UPON THE RATIO OF NUMBER OF PEAK TRIPS THAT :OULD BE ADDEDBY THE PROECT TO THE NUMBER OF FUTURE BASELINE TRIPS AT THE NE ŦTH STAT BREMERTONAVE NE INTERSECTION. THE FEE :OULD BE BASED ON ǟNE: PM PEAKǪHOUR TRIPSǠǓǟTOTALVEHICLE PM PEAKǪHOUR TRIPS FOR THE ; ǟCOST OF NE: SINAL AND IMPROVEMENTSǠ. THEPRORATED SHARE OF THE TRAFFIC SINAL IS Ȍ8ǇŦ32.5Ŧ ǟǟ3ŦǓ3ǇŢ2ŦǠ ; ũ5ŢǇŢŢŢ = Ȍ8ǇŦ32.5ŦǠ. THEFEE SHALL BE PAID PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY.9/3/21DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570 FPWWWWWWWWWWWWWWWWWWW WWWWWWW W W W W WW WW W WWWWWW W W W W W WWWWW400 400 410392392394394396 396 398 398402402402 402402 402404404 404406 406 408408 E;ISTIN FIREHYDRANTE;ISTIN FIREHYDRANTBREMERTON AVE. NENE 4TH ST.RELOCATE UTILITY POLECOORDINATE WITHUTILITY DISTRICTDEMOEX. CURBDEMO PORTIONOF EXISTINGSTORM LINE400392394396398402402 40 4 40 6 40 8 EXISTING 100 YEAR FLOODPLAIN ELEV. 394.8 SEETECHNICAL INFORMATIONREPORTDEMO EX.ROCKERYDEMO EX.FENCEDEMO EX. HOUSECOORDINATE WITHUTILITY PROVIDERSDEMO EX.CONCRETE22111REMOVE PIPE TO WESTWHERE EXISTINGDAYLIGHTS ATCHANNELINLET PROTECTIONPER STD PLAN 216.30SILT FENCE PERSTD PLAN 214.00REMOVE TREES ALONGBREMERTON AVE NECOORDINATE IMPACTTO OFF-SITE TREESWITH ARCHITECTSAWCUT FORCLEAN EDGE, SEALJOINT WITHRS4000 OR EQUALPORTION OFEXISTING STORMLINE TO REMAINCLEARINGLIMITS ATPROPERTYLINEDEMO EX.WALLREMOVE EXISTINGWATER METER, CAPAT MAININ COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.LEGENDFeet0204021STABILIZE PAVED AREAS WITH ASPHALT PAVINGPER PAVING SECTIONSTABILIZE PERVIOUS AREAS WITH LANDSCAPINGAND/OR HYDROSEEDSTABILIZE PAVED AREAS WITH CRUSHED ROCKPER PAVING SECTIONSTABILIZE ALL FUTURE LANDSCAPE AREAS WITHSEEDING & 4" STRAW MULCHTEMPORARYPERMANENT21STABILIZATION NOTESTO BE DEMOLISHEDCOMBINED CLEARINGLIMITS & SILT FENCEPER STD PLAN 214.00TEMPORARY INLETPROTECTION (BMP C220)PER STD PLAN 216.30C2.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C2.0 SWPPP.DWG 9/10/2021 .....STORMWATER POLLUTION & PREVENTION PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980592 18DJRSRMAWKDWH-1" = 20'9/3/21R-413802CONSTRUCTION SEQUENCE1.ATTEND PRE-CONSTRUCTION MEETING WITH THE CITY OFRENTON, OWNER AND DESIGN TEAM.2.INSTALL TEMPORARY EROSION AND SEDIMENT CONTROLMEASURES AS APPLICABLE.3.DISCONNECT EXISTING UTILITIES & PERFORM SITEDEMOLITION. CLEAR & GRUB REMAINDER OF SITE ANDPERFORM ROUGH GRADING WITHIN BUILDING ENVELOPE.4.CONSTRUCT STORM DRAINAGE CHANNEL AND STRUCTURESFOR STORM CONVEYANCE THROUGH SITE.5.BEGIN BUILDING FOUNDATION AND DETENTION VAULTCONSTRUCTION TO ALLOW FOR PLACEMENT OF FILL WITHINRIGHT OF WAY.6.INSTALL UTILITIES AS SHOWN PER THE UTILITY AND STORMPLANS.7.CONSTRUCT BUILDING & PREPARE SITE AND RIGHT OF WAYFOR PLACEMENT OF PAVEMENT AND WALKS.8.SWEEP PAVED AREAS AND REMOVE EROSION CONTROLFACILITIES ONCE THE SITE HAS BEEN STABILIZED.DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570SURFACE WATER UTILITYkrevans 10/14/2021 use a 3" DCVAlocated in anunderground vault.water service shallbe installed by cityforces, a separatewater meter permit isrequired.a separate watermeter permit isrequired.water service shallbe installed by cityforces, a separatewater meter permit isrequired.LUA19000153 PR19000295 C20002570DEVELOPMENT ENGINEERINGnjanders 10/20/2021tee and valves to becut-in by city forcestee and valves to becut-in by city forcestee and valves to becut-in by city forcesWATER UTILITYagafour 10/20/2021WASTEWATER UTILITYAnn Fowler 10/20/2021SURFACE WATER UTILITYkrevans 10/21/2021 IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C3.1\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN.DWG 9/10/2021 .....SEWER & WATER DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980594 18DJRSRMAWKDWH-1" = 20'9/3/21W-413802S-413802::PǪ2ũǪŦ138:TRPǪ2ũǪŦ138 DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570WASTEWATER UTILITYAnn Fowler 10/15/2021 IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C3.2P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN.DWG 9/10/2021 .....SEWER & WATER DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980595 18DJRSRMAWKDWH-1" = 20'6/3/21W-413803S-413803::PǪ2ũǪŦ138:TRPǪ2ũǪŦ138 DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570WASTEWATER UTILITYAnn Fowler 10/15/2021 IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C3.3P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN.DWG 9/10/2021 .....SEWER & WATER DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980596 18DJRSRMAWKDWH-1" = 20'6/3/21W-413804S-413804::PǪ2ũǪŦ138:TRPǪ2ũǪŦ138 DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570WASTEWATER UTILITYAnn Fowler 10/15/2021 WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WW WWWW W WWWWWW W W W W W WWWWW4104 1 0 402 402404 406 408400 400410394 394396 396398 398402 402404 404 406408 402 40 4 40 6 40 8 STORM DETENTION VAULT20' WIDE X 70' LONG X 6.1' DEEP FFE = 410.33BREMERTON AVE. NENE 4TH ST.SDCB #1 TYPE-ISTA 132+83.2, 0.2' RT4'x6' BIOPODTREATMENT SYSTEMSEE DETAILS ON SHEET C4.517 LF 12" CPEPSDCB #3 TYPE-ISTA 131+55.3, 0.2' RTSDCB #5 TYPE-ISTA 130+36.6, 16.6' RTSDCB #2 TYPE-ISTA 132+42.5, 0.2' RT41 LF 8" Ductile Iron PipeVAULT DISCHARGESDCB #6 TYPE-II 48''STA 132+65.2, 17.8' RT20 LF 12"S=0.037 FT/FT8 LF 12"S=0.022 FT/FTFLOW CONTROL RISERSTA 132+62.8, 90.8' RTOUTFALL TO VAULTS=0.022 FT/FTSDSDSDSDSD SDSDSDSDSD SD SD SDSDSDSD SDSDSD SDSDSD SDSDSD SDSDSD SDSD SDSDSDSDSDSDSD CUT PIPE ANDREMOVE TO WEST24" IE 389.36CONSTRUCT CONCRETECHANNELSDCB #7 TYPE-II 48''STA 132+11.1, 14.9' RTNEW 12" UPSTREAMBYPASSS=0.005 FT/FTCOMPENSATORYSTORAGE WALLREMOVE EXISTINGSTRUCTURE & PIPECALCULATED 100 YEAR BACKWATER IS399.5. AS WATER RISES, IT WILLINUNDATE AROUND THE NORTH SIDEAND EVENTUALLY OVERFLOWBREMERTON AVE AT APPROXIMATEELEVATION 401.0131+00132+00133+0000113+00 114 +0040 LF 30" CPEPC4.21C4.01C4.02EXTENSION WEST BOUNDARYLINE TO NE 4TH STSTA 130+00.0 =NE 4TH ST.STA 112+92.9FOOTING DRAINS TODISCHARGE TO FLOODSTORAGE AT ROCK PADSEE SHEETC6.0 FORFLOOD PLAINCOMPENSATORYSTORAGE3:13:1SD SD SDSD SD 390 392400396398 400398 WALL STRUCTUREPER INLET DETAILSTA 131+95.7, 23.9' RTC4.22SDCB #4 - TYPE ISTA 130+66.7, 0.3' RT34 LF 12 " CPEP89 LF 12" CPEP87 LF 12" CPEPINSTALL CHAINLINK FENCEFROM GROUND TOFLOORPLATE, PROVIDE 16'LOCKING DOUBLE GATEFOR ACCESSPROVIDE 8" MIN DEPTH 2" CLEANCRUSHED ROCK OVER COMPENSATORYSTORAGE AREAEX. 9 TYPE IIRIM 404.4430" E IE IN 388.0412" S IE IN 401.3030" W IE OUT 388.04SEE DETAIL 5/C4.0PROPOSED PUBLIC 20'DRAINAGE EASEMENTFOUNDATIONWALL4' SQUAREOPENING30" OUTLET PIPE4'6'LADDERACCESSREMOVEABLEGRATED COVERPROPOSEDGRADE8" DEPTH OFBALLAST ROCK2" MIN COMPACTED DEPTH CSTC,COMPACT TO 95% MAX DENSITY6" MIN DEPTH CLASS3000 CONCRETE4'212'1'FLOW CONCRETECHANNELCONCRETE WIDTHSAND REINFORCINGPER STRUCTURAL#4 REBAR AT 16" O.C.BOTH DIRECTIONSPROPOSEDGRADE4' SQUAREOPENINGIN CONCRETEFOUNDATIONINLETSTRUCTUREBEYOND WALLCONCRETEFOUNDATIONWALL HEADWALLCONCRETEFOUNDATIONWALL HEADWALLCONCRETE CHANNELPER DETAIL 2/C4.020' DRAINAGE EASEMENTSECTION A-APLAN VIEWSECTION A-ABIOPOD4' x 6'12" OUTLETTO SDCB #112" INLETFROM SDCB #2BIOPOD TREATMENTRIM 402.43IE (12" W) IN=398.11IE (12" N) OUT=395.9130" CPEP IE 388 .04EXISTING 30" CPEPIE 388.04EXISTING 12" IE 401.30 12 " I E 3 8 9 . 8 6 Ţ.85'1.Ţ5 'INNER CATCH BASIN WALL VIEWNEW30" CPEPIE 388.04NEW 12"IE 389.86EXISTING30" CPEPIE 388.04INSIDEPIPE DIAKNOCKOUTPLAN VIEWEXISTING 54"TYPE IIMANHOLEINN E R WALL VIEWIN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.Feet02040VERTICAL DATUMNAVD 88FOUND 3" BRASS DISK & PUNCHAT SURFACE. CITY OF RENTONMONUMENT NUMBER 1851.ELEV. = 398.55'1. ROOF COLLECTOR LINES TO BE DESIGN-BUILD PERCONTRACTOR. REFERENCE ARCHITECT SITE PLAN FORDOWNSPOUT CONNECTION POINTS.2. PIPE RUNS SHALL HAVE MINIMUM POSITIVE SLOPE OF1% AND 6" MIN DIAMETER SMOOTH WALL PIPE.3. INSTALL CLEANOUTS AT TEES, BENDS 45° OR GREATERAND AT INTERVALS NO GREATER THAN 150 LF.4. INSTALL YARD DRAINS IN PLANTER AREAS WHERESIDEWALKS & RAMPS PREVENT SHEET FLOW FROMBUILDING.5. FOOTING DRAINS OF THE DETENTION VAULT WILLDISCHARGE TO FLOOD STORAGE.6. BUILDING FOOTING DRAINS WILL CONNECT TO THEDETENTION VAULT.DRAINAGE NOTESSCALE:INLET DETAIL11" = 5'SCALE:CONCRETE CHANNEL21" = 5'SCALE:BIOPOD DETAIL41" = 10'C4.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 9/10/2021 .....DRAINAGE PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980598 18DJRSRMAWKDWH-1" = 20'R-413805SCALE:EXISTING CATCHBASIN DETAIL51" = 3'9/3/21DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570SURFACE WATER UTILITYkrevans 10/14/2021 SCALE: H: 1"=20' V: 1"=4' BREMERTON AVE NE STORM - PROFILE 392 396 400 404 408 392 396 400 404 408 SCALE: H: 1"=20' V: 1"=4' ST1 - PROFILE 392 396 400 404 408 412 392 396 400 404 408 412 APPROXIMATE EXISTING GROUND FINISH GRADE SCALE: H: 1"=20' V: 1"=4' FLOW CONTROL - PROFILE 384 388 392 396 400 404 408 384 388 392 396 400 404 408 0+00 0+20 0+40 0+60 FLOW CONTROL RISER RIM=401.98 IE (12" S) OUT=390.00 5 LF 12" CPEP S=0.000 FT/FT OUTFALL IE 390.00' FINISH GRADE APPROXIMATE EXISTING GROUND DETENTION VAULT PER DETAIL SCALE: H: 1"=20' V: 1"=4' CONCRETE CHANNEL - PROFILE 384 388 392 396 400 404 408 384 388 392 396 400 404 408 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 40 LF 30" CPEP S=0.005 FT/FT SCALE: H: 1"=20' V: 1"=4' UPSTREAM BYPASS - PROFILE 380 384 388 392 396 400 404 380 384 388 392 396 400 404 EX. 9 RIM=404.44 IE (30" E) =388.04 IE (12" S) =401.30 IE (30" W) =388.04 FINISH GRADE APPROXIMATE EXISTING GROUND CONCRETE CHANNEL PER DETAIL ţŤǐ PERORATED DISPERSION PIPE C4.2 3 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 SDCB #1 TYPE-I RIM=400.14 IE (8" S) OUT=398.69 41 LF 8" DI S=0.010 FT/FT 87 LF 12" CPEP S=0.032 FT/FT SDCB #2 TYPE-I RIM=401.67 IE (12" S) IN=398.30 IE (8" N) IN=398.30 IE (12" E) OUT=398.30 SDCB #3 TYPE-I RIM=405.16 IE (12" S) IN=401.11 IE (12" N) OUT=401.11 89 LF 12" CP E P S=0.040 FT/ F T SDCB #5 TYPE-I RIM=409.96 IE (12" NW) =407.46 FINISH GRADE EXISTING 30" PIPE S=0.006 FT/FT OUTFALL IE 389.31' PROVIDE DEBRIS CAGE DETENTION VAULT -0+20 0+00 0+20 0+40 0+60 SDCB #7 TYPE-II 48'' RIM=403.61 IE (12" N) IN=390.05 IE (12" SW) OUT=390.05 42 LF 12" CPEP S=0.005 FT/FT FINISH GRADE APPROXIMATE EXISTING GROUND SLOPE = 1.43% C4.0 1 SDCB #4 - TYPE I RIM=408.70 IE (12" SE) =404.69 IE (12" N) =404.69 -0+30 -0+20 0+00 0+20 0+40 0+60 0+80 0+90 SDCB #2 TYPE-I RIM=401.67 IE (12" S) IN=398.30 IE (8" N) IN=398.30 IE (12" E) OUT=398.30 17 LF 12" CPEP S=0.011 FT/FT 20 LF 12" CPEP S=0.037 FT/FT 8 LF 12" CPEP S=0.022 FT/FT SDCB #6 TYPE-II 48'' RIM=401.47 IE (12" S) IN=395.18 IE (12" E) OUT=395.18 4'X6' BIOPOD TREATMENT SYSTEM RIM=402.4334 LF 1 2 " C P E P S=-0.0 8 1 F T / F T 34" IRRIGATION, DEFLECT OVER STORM 6" FIRE SPRINKLER, DEFLECT UNDER STORM 6" HYDRANT, DEFLECT UNDER STORM 34" WATER SERVICE, DEFLECT OVER STORM 3" WATER SERVICE, DEFLECT UNDER STORM 6" SEWER STUB, IE 387± 6" SEWER STUB, IE 387±DEFLECTION OF RIGID WATER PIPING SHALL BE MADE USING VERTICAL FITTINGS WALL STRUCTURE, PER INLET DETAIL CROSSING STORM PIPES LOWER THAN PROFILE IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C4.0 2 C4.2 1 C4.2 2 C4.0 3 C4.2 1 C4.1 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 9/10/2021. . . . . DRAINAGE PROFILES 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 9 18 DJR SRM AWK DWH - 1" = 20' R-413806 9/3/21 DEVELOPMENT ENGINEERING njanders 10/13/2021 LUA19000153 PR19000295 C20002570SURFACE WATER UTILITY krevans 10/14/2021 4.0'1.3'2.3'SEDIMENT STORAELIVE STORAE5Ȳ5Ȳ12" OUTLETELEV 39Ţ.ŢŢSEDIMENT STORAELIVE STORAEVALLEYVALLEY5Ȳ 5Ȳ 5Ȳ 5Ȳ70.0' INSIDEDIMENSION10.0'20.0' INSIDEDIMENSION10.0'5.0'2.0'1.3'FINISH RADE2Ŧ" ACCESS :ITHSOLID LOCKIN LIDBOTTOM OF VAULT LIDELEV 39Ũ.ŨŢTOP OF LIVE STORAEELEV 39Ũ.1ŢBOTTOM OF LIVE STORAEELEV 39Ţ.ŢŢŦ'|Ŧ' SUMPBOTTOM OF SUMPELEV 38Ũ.ŢŢSEE DETAIL FORFLO: CONTROLSPECIFICATIONSBUILDIN :ALL2Ŧ" ACCESS :ITHSOLID LOCKIN LIDFINISH RADEǟVARIES ŦŢ1.Ţ Ǫ ŦŢ2.ŢȣǠBOTTOM OF VAULT LIDELEV 39Ũ.ŨŢTOP OF LIVE STORAEELEV 39Ũ.1ŢBOTTOM OF LIVE STORAEELEV 39Ţ.ŢŢSEE DETAIL FORFLO: CONTROLSPECIFICATIONSELEV 389.5ŢELEV 389.ŢŢELEV 389.5Ţ2Ŧ" ACCESS :ITHSOLID LOCKIN LID5'|1Ţ' HINEDRATED OPENINELEV 389.5ŢELEV 389.5Ţ2Ŧ" ACCESS :ITHSOLID LOCKIN LIDŦ'|Ŧ' SUMPELEV 389.5ŢCOMPENSATORYSTORAE AREA TO BEBLANKETED IN 8" CLEAN2" CRUSHED ROCKELEV 389.ŢŢSECTION VIEWSECTION VIEWPLAN VIEW12" TEE12" PERFORATED DISPERSION PIPE6'x16'x1' THICK QUARRY SPALL PAD2' WIDE OVERFLOWS,TYPICAL 3 PLACES.BOTTOM OF OVERFLOWELEV 396.10ǟ3Ǡ 2' :IDE OVERFLO:SǇ SEE BELO:AT ELEV 39Ũ.1Ţ2.0'2.0'2.0'2.0'2.0'5.0'12" TEE ANDPERFORATEDDISPERSION PIPEINSTALL ALUMINUM "FLASHIN" ATAOVERFLO:S TO PREVENT RUNǪOFFFROM FLO:IN DO:N :ALL0.5'BUILDING WALL12" CPEP INLETTO VAULTIE 395.ŢŢFLO:⅊6"⅊6"⅊⅊4' BUILDINGFOOTINGBUILDINGFOOTINGBUILDINGCOLUMNBUILDINGFOOTINGINSTALL 12" VENT:ITH LOCKIN LID1'1'IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.6" MINOVERFLOWELEV 396.10'0.89" ORIFICEELEV 388.00'2' MIN3" ELBOW WITH0.88" ORIFICEELEV 393.90'4' x 4' SUMPBOTTOM OF SUMPELEV 386.0012" SHEAR GATERIM ELEV 401.98SCALE:STORM DRAINAGE DETENTION VAULT11" = 5'SCALE:FLOW CONTROL2NONEC4.22C4.223" ELBOW WITH1.30" ORIFICEELEV 395.50'12" TEE12" PERFORATEDDISPERSION PIPEIE 390.006'x16'x1' THICKQUARRY SPALL PADELEV 390.00'GEOTEXTILE UNDERQUARRY SPALL PADHDPE MOLDED OR FABRICATEDTEE (SAME DIAMETER ANDSDR AS PIPE).12'3" MIN.8"DETERMINELENGTH IN FIELDNO HOLESOPPOSITE PIPESTAINLESS STEELOR HDPEREMOVABLE CAPFLOWROW SPACING = 1"HOLE SPACING = 1"HOLE DIAMETER = 1"STAINLESSSTEELLAG SCREWS12:00 5:00DIFFUSER HOLES:ORIENT TO BEST POSITIONAFTER FIELD CHECK, (HOLESBETWEEN THE 12:OO AND5:00 POSITION).SCALE:PERFORATED DISPERSION PIPE3NONEC4.23C4.23VAULT NOTES:1. STRUCTURAL PLANS MUST BE STAMPED BY AREGISTERED PROFESSIONAL STRUCTURALENGINEER.SEE STRUCTURAL PLANS.2. ALL METAL PARTS SHALL BE CORROSION RESISTANT.3. PROVIDE WATER STOP AT ALL CAST-IN-PLACECONSTRUCTION JOINTS.4. JOINTS SHALL BE SEALED TO RETAIN WATER IN THE"DEAD" STORAGE CELL.5.FOOTING DRAINS OF THE DETENTION VAULT WILLDISCHARGE TO FLOOD STORAGE.DAYLIGHT VAULT FOOTINGDRAIN AT QUARRY SPALL PADFROM FLOWCONTROLBUILDING WALL0.5'C4.2\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 9/10/2021 .....VAULT DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805910 18DJRSRMAWKDWH-1" = 20'R-4138079/3/21DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570SURFACE WATER UTILITYkrevans 10/14/2021 IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C4.3\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 9/10/2021 .....STORM DRAINAGE DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805911 18DJRSRMAWKDWH-1" = 20'BMP T5.13: POST-CONSTRUCTION SOIL QUALITYTHIS BMP SHALL BE USED IN THE LANDSCAPED AREAS ON THE SITE AND ANY OTHER DISTURBED AREAS.PURPOSE AND DEFINITIONNATURALLY OCCURRING (UNDISTURBED) SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS INCLUDING: WATERINFILTRATION; NUTRIENT, SEDIMENT, AND POLLUTANT ADSORPTION; SEDIMENT AND POLLUTANT BIOFILTRATION; WATER INTERFLOWSTORAGE AND TRANSMISSION; AND POLLUTANT DECOMPOSITION. THESE FUNCTIONS ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAYNATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMA! TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANT STORMWATERFUNCTIONS LOST, BUT SUCH LANDSCAPES THEMSELVES BECOME POLLUTION- GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OFPESTICIDES, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS, THE CONCENTRATION OF PET WASTES, ANDPOLLUTANTS THAT ACCOMPANY ROADSIDE LITTER,ESTABLISHING SOIL QUALITY AND DEPTH REGAINS GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDESINCREASED TREATMENT OF POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION, AND MINIMIZES THE NEEDFOR SOME LANDSCAPING CHEMICALS, THUS REDUCING POLLUTION THROUGH PREVENTION.APPLICATIONS AND LIMITATIONSESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL AND VEGETATION.HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON-SITE MANAGEMENT OF STORMWATER FLOWAND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH NUMEROUS MATERIALS SUCH AS COMPOST, COMPOSTED WOODY MATERIAL, BIOSOLIDS,AND FOREST PRODUCT RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BEAPPROPRIATE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS IMPROVESOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.DESIGN GUIDELINESSOIL RETENTIONTHE DUFF LAYER AND NATIVE TOPSOIL SHOULD BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE. IN ANYAREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOTADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE.SOIL QUALITYALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO ADRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING:1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANICMATTER CONTENT (BASED ON A LOSS-ON-IGNITION TEST) IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THEORIGINAL UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMITTHE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BESCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE.2.PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL3.QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS:A. THE ORGANIC CONTENT FOR “PRE-APPROVED” AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITIONOF “COMPOSTED MATERIALS” IN WAC 173-350-220. THIS CODE IS AVAILABLE ONLINE AT:HTTP://WWW.ECY.WA.GOVFPROGRAMS/SWFA/FACILITIES/350.HTML.COMPOST USED IN BIORETENTION AREAS SHOULD BE STABLE, MATURE AND DERIVED FROM YARD DEBRIS, WOOD WASTE, OR OTHERORGANIC MATERIALS THAT MEET THE INTENT OF THE ORGANIC SOIL AMENDMENT SPECIFICATION. BIOSOLIDS AND MANURE COMPOSTSCAN BE HIGHER IN BIO-AVAILABLE PHOSPHORUS THAN COMPOST DERIVED FROM YARD OR PLANT WASTE AND THEREFORE ARE NOTALLOWED IN BIORETENTION AREAS DUE TO THE POSSIBILITY OF EXPORTING BIO-AVAILABLE PHOSPHORUS IN EFFLUENT.THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGETSOUND LOWLANDS REGION.B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANICMATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OFGRADE A COMPOST.THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED.IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTEDBELOW.1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION.2. AMEND DISTURBED SOIL ACCORDING TO THE FOLLOWING PROCEDURES:A. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOTB. IN PLANTING BEDS, PLACE THREE INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH.C. IN TURF AREAS, PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH.D. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP, COARSE BARK MULCH, OR COMPOST MULCH TO PLANTING BEDS AFTER FINALPLANTING.ALTERNATIVELY, DISTURBED SOIL CAN BE AMENDED ON A SITE-CUSTOMIZED MALULER SO THAT IT MEETS THE SOIL QUALITY CRITERIA SETFORTH ABOVE, AS DETERMINED BY A LICENSED ENGINEER, GEOLOGIST, LANDSCAPE ARCHITECT, OR OTHER PERSON AS APPROVED BYSNOHOMISH COUNTY.3.STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST BE AMENDED IFNEEDED TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS BY FOLLOWING THE PROCEDURES IN METHOD (2) ABOVE.4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS.MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANICMATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED.MAINTENANCE1. SOIL QUALITY AND DEPTH SHOULD BE ESTABLISHED TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, SHOULD BEPROTECTED FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION.2. SOIL SHOULD BE PLANTED AND MULCHED AFTER INSTALLATION.3. PLANT DEBRIS OR ITS EQUIVALENT SHOULD BE LEFT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER.R-4138089/3/21DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570SURFACE WATER UTILITYkrevans 10/14/2021 IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.ISOMETRIC VIEWFILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY.SCALE: 1XAB DIMENSIONB1 DIMENSIONPLAN VIEWADIMENSIONA1DIMENSIONA6" TYPICALWALL THICKNESSSHEET 1 OF 2DRAWING NO.BPU-IBDATEJPR 10/4/18REVECOBioretention/BiofiltrationPh: 800.579.8819 | oldcastlestormwater.comINFRASTRUCTUREdNAECO-0156NEW 10/4/18US Patents PendingØ4.00" PVC SLOTTEDUNDERDRAIN PIPE.SECTION A-AØ4.00" PVC SLOTTED UNDERDRAIN PIPE.NOTES:1.CONTACT OLDCASTLE STORMWATER FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS.2.CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913.CONCRETE BASE SECTION.CONCRETE TOP SLAB.SHEET 1 OF 2DRAWING NO.BPU-IBDATEJPR 10/4/18REVECOBioretention/BiofiltrationPh: 800.579.8819 | oldcastlestormwater.comINFRASTRUCTUREdNRECO-0156NEW 10/4/18US Patents PendingØ36.00" ACCESS COVER & RISER.SAUDFI1325-0510USA XXXXINLET WINDOWIN DIVIDER WALL.THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BEUSED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED.THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BEUSED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED.BIOFILTRATIONCHAMBER.MODELVAULT SIZE 1(ID)VAULTFOOTPRINT 1(OD)TREATMENTFLOWCAPACITY 2(GPM/CFS)TREATMENTFLOWCAPACITY 3(GPM/CFS)A DIMB DIMA1 DIMB1 DIMBPU-IB-464'6'5'7'25.6 / 0.05728.8 / 0.064BPU-IB-484'8'5'9'38.4 / 0.08643.2 / 0.096BPU-IB-4124'12'5'13'64.0 / 0.14372.0 / 0.160BPU-IB-666'6'7'7'38.4 / 0.08643.2 / 0.096BPU-IB-686'8'7'9'57.6 / 0.12864.8 / 0.144BPU-IB-6126'12'7'13'96.0 / 0.214108.0 / 0.241BPU-IB-8168'16'9'17'179.2 / 0.399201.6 / 0.4491 All Dimensions Are Nominal2 Based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus. At 1.60 gpm/sf Media Surface Area.3 Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/sf Media Surface Area.6" DRAIN ROCK18" StormMixfMEDIA2" MULCHBY OTHERSBYPASS WEIR.DIVIDER WALL.INLET WINDOW.BYPASS WEIR.DRAIN DOWN DEVICE.INLET WINDOW.UNDERDRAIN OUTLET ORIFICE CAP.OUTLET, Ø18.00" MAXIMUM.INLET, Ø18.00" MAXIMUM.UNDERDRAIN OUTLET ORIFICE CAP, FARSIDE.DRAIN DOWN DEVICE.OUTLET, FARSIDE, (AT FLOOR).INLET, NEARSIDE.INLET/OUTLET ACCESS COVER & RISER,SIZE, QUANTITY & LOCATION MAY VARY.Ø36.00" ACCESS COVER & RISER.INLET CHAMBER.OUTLET CHAMBER.DRAIN DOWN DEVICE,(SLOTTED PVC).BYPASS WEIR.DIVIDER WALL.INLET PIPE,Ø18.00" MAXIMUM.OUTLET PIPE,Ø18.00" MAXIMUM.UNDERDRAIN OUTLET ORIFICE CAP.Ø4.00" PVC SLOTTEDUNDERDRAIN PIPE.INLET/OUTLET ACCESS COVER & RISER,SIZE, QUANTITY & LOCATION MAY VARY.60.00"MINIMUMdOldcast leStormw a te r S o lu t ion s dOldcastleStormwater Solutions dOldcast leStormw a te r S o lu t i on s FIDSAUXXXXUSA DFI11540010FIDSAUXXXXUSA DFI11540010C4.4\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 9/10/2021 .....STORM DRAINAGE DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805912 18DJRSRMAWKDWH-1" = 20'R-4138099/3/21DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570SURFACE WATER UTILITYkrevans 10/14/2021 WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WW WW W WWWWWW W W W W W W WWWWW400 400 4104 1 0 392392394 394 396 396 398 398 402 402402 402404 404 404406 406 408408BREMERTON AVE. NENE 4TH ST.ELEVATEDRAMP DOWNPAVEDDRIVEWAYAAB B C C 1.6% 1.9% 4.9% 3.5%4.0%1.5% 1.5% 1.5% 1.0%1.5%SIDEWALKSIDEWALK4.0%4.0%1.5%4.0%1.5%3.1%6.9%1.5%1.5'DEDICATEDR.O.W.400 410 402402402 404 4 0 6 408 OPEN BELOW390 392FINISHED FLOOR410.335.0' WIDE ASPHALTTRANSITION RAMP410.25410.33410.00410.25410.33410.00400.09400.91409.90409.73410.26410.26411.14411.25410.44410.60410.09410.81400396398 410.37410.52-1.25%-3.46%400.78401.59401.61402.00402.00410.25410.19405.09405.15STEPS BY OTHERSWALL AND RAILINGBY OTHERS405.41SEE SHEET C5.2 FORFRONTAGE IMPROVEMENTSSTEPS BY OTHERS14.5'DEDICATEDR.O.W.SEE SHEET STRUCTURALPLANS FOR PARKING GARAGEGRADING. PARKING GARAGETO DRAIN THOUGHOIL/WATER SEPARATOR.SCALE: H: 1"=20' V: 1"=10'SECTION B-B380390400410420380390400410420SCALE: H: 1"=20' V: 1"=10'SECTION C-C380390400410420380390400410420BREMERTON AVE NEPLANTERSIDEWALKPLANTERPROPOSED BUILDINGELEVATEDCONCRETE RAMPPER ARCHITECTURALPLANSPLANTERSIDEWALKWALKWAYPROPOSED BUILDINGBOTTOM = 390.00FFE = 410.33APPROXIMATEEXISTING GROUNDUNDERGROUND PARKINGPER ARCHITECTURAL PLANSAPPROXIMATEEXISTING GROUNDFINISH GRADE⅊⅊⅊⅊3:1 MIN. SLOPEBREMERTON AVE NEFINISH GRADESTRUCTURAL FILLPER GEOTECHSTRUCTURAL FILLPER GEOTECH100 YEAR FLOODELEVATION 394.81IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.VERTICAL DATUMNAVD 88FOUND 3" BRASS DISK & PUNCHAT SURFACE. CITY OF RENTONMONUMENT NUMBER 1851.ELEV. = 398.55'Feet02040CONCRETE WALKSASPHALT PAVINGPAVING LEGENDCOMPENSATORY STORAGE(SEE SHEET C6.0)3" HMA6" MIN DEPTH CSTC, COMPACTED TO95% MODIFIED PROCTORSUBGRADE, COMPACTED TO95% MODIFIED PROCTORFUTURE 4" CONCRETE4" MIN DEPTH CSTC, COMPACTEDTO 95% MODIFIED PROCTORSUBGRADE, COMPACTED TO95% MODIFIED PROCTORSCALE:CONCRETE WALK1NONESCALE:STANDARD PAVEMENT2NONEC5.01C5.02C5.01C5.02ON-SITE FLOOD VOLUMESEXISTING FLOOD VOLUME2,485 CYPROPOSED FLOOD VOLUME2,488 CYC5.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.0 PAVING.DWG 9/10/2021 .....GRADING & PAVING PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805911 14DJRSRMAWKDWH-1" = 20'1/14/21R-413810DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570 SCALE: H: 1"=20' V: 1"=10'SECTION A-A380390400410420380390400410420ASPHALTDRIVEPROPOSED BUILDINGCONCRETEWALKWAY& PLANTERSTREETIMPROVEMENTSBOTTOM = 390.00⅊⅊APPROXIMATEEXISTING GROUNDFINISH GRADECONCRETECHANNELFFE = 410.33EXISTING 24" STORMTO BE REMOVEDUNDERGROUND PARKINGPER ARCHITECTURAL PLANSSTRUCTURAL FILLPER GEOTECH100 YEAR FLOODELEVATION 394.81DETENTIONVAULTIN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C5.1P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.0 PAVING.DWG 9/10/2021 .....GRADING SECTIONS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805912 14DJRSRMAWKDWH-1" = 20'9/3/21R-413811DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570 SCALE: H: 1"=20'V: 1"=4'GUTTER - PROFILE3923964004044084124163923964004044084124163.81%-1.00%-4.00%0.50%PVI=1+24.61EL=410.131Len=50.0'SSD=247K=16.67PVC=0+99.61 EL=410.38 PVT=1+49.61 EL=409.13 PVI=3+75.48EL=400.096Len=20.0'HSD=46K=2.56PVC=3+70.48 EL=400.30 PVT=3+80.48 EL=400.29 LP STA=3+75.72 EL=400.29 PVI=0+00.00EL=410.38 PVI=3+88.31 EL=400.59 BREMERTON AVE. NE 130+66.73 NE 4TH ST. 113+26.41 PROPOSED CURBFLOWLINEAPPROXIMATEEXISTING GROUND0+00EX=410.38DG=410.38 0+20EX=410.40 DG=410.48 0+40EX=410.70 DG=410.58 0+60EX=410.69 DG=410.68 0+80EX=411.12 DG=410.58 1+00EX=410.80 DG=410.38 1+20EX=410.69 DG=410.05 1+40EX=409.38 DG=409.49 1+60EX=408.21 DG=408.72 1+80EX=406.09 DG=407.92 2+00EX=401.26 DG=407.12 2+20EX=400.34 DG=406.32 2+40EX=397.46 DG=405.52 2+60EX=394.77 DG=404.72 2+80EX=394.41 DG=403.92 3+00EX=394.29 DG=403.12 3+20EX=394.45 DG=402.32 3+40EX=395.07 DG=401.52 3+60EX=395.70 DG=400.72 3+80EX=399.55 DG=400.33 4+00EX= DG= 131 +00 132 +00 133 +00113+00114+00NE 4TH ST.BREMERTON AVE. NEINTERSECTIONNE 4TH ST., STA=112+92.86BREMERTON AVE. NE, STA=130+00.00WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWW C5.22C5.21410402404406408406402404410 4084003963985' WIDEASPHALTTRANSITIONTO EXISTINGSIDEWALKBEGIN CURB, GUTTER& SIDEWALKSTA 114+29.1, 28.6' LTANGLE POINT - CURBSTA 114+23.0, 28.6' LTANGLE POINT - CURBSTA 113+84.5, 33.0' LTPC - CURVESTA 113+26.5, 33.0' LTPT - CURVESTA 130+66.7, 1.1' RTEND CURBSTA 132+95.5, 1.0' RTR35'390392 14.5'DEDICATEDR.O.W.ANGLE POINT - WALKSTA 113+84.5, 38.5' LT1.5'DEDICATEDR.O.W.MATCH30' WIDE DRIVEWAYENTRANCE PER STD PLAN 104.4STA 114+08.3, 30.3' LT2.00%1.98%2.00%1.98%1.50%2.00%21' WIDE DRIVEWAYPER STD PLAN 104.4STA 112+84.5, 271.6' LTEXISTING UTILITIES SHALL BEINSTALLED UNDERGROUNDPURSUANT TO RMC4-6-090.EXISTING TRANSMISSION LINESMAY REMAIN OVERHEAD.FOR ALLOTHER UTILITIES SHOW LOCATIONOF JOINT TRENCH ANDORIGINATION OF UNDERGROUNDLOCATION. UNDERGROUNDINGSHALL OCCUR FROM EXISTINGPOLE TO NEXT POINE IN EACHDIRECTION INDICATED BY BLUELINE. (SEE ELECTRICAL SITE PLAN).GUTTER PROFILE LINE E;ISTIN R.O.:. TO ℄ Ŧ2'E;ISTIN R.O.:. :IDTH 8Ŧ'5' PLANTER⅊EXISTINGROW1.5' DEDICATEDR.O.W.5' SIDEWALKPROPOSED CURB WITH GUTTERPER STD PLAN 101, TYPSAWCUT 1' INTOEXISTING PAVEMENT1.5%5' STREETIMPROVEMENTSVARIESSIDEWALK PER STDPLAN 102, TYP5" MIN COMPACTED DEPTH HMACLASS 12", PLACE IN 2 LIFTS,8" MIN COMPACTED DEPTH C.S.T.C.,COMPACT TO 95% MAX DENSITY,COMPACTED SUBGRADE, COMPACTTO 95% MAX DENSITY⅊14.5' DEDICATED R.O.W.11' STREETIMPROVEMENTSPROPOSED CURBWITH GUTTER PERSTD PLAN 101, TYPEXISTINGROWE;ISTIN R.O.:. :IDTH 25'8' PLANTER5' SIDEWALKSAWCUT 1' INTOEXISTING PAVEMENT4" MIN COMPACTED DEPTH HMACLASS 12", PLACE IN 2 LIFTS,6" MIN COMPACTED DEPTH C.S.T.C.,COMPACT TO 95% MAX DENSITY,COMPACTED SUBGRADE, COMPACTTO 90% MAX DENSITY1.5%E;ISTIN R.O.:. PAINTED ℄21.5'GUTTER PROFILE LINEVARIES SIDEWALK PER STDPLAN 102, TYPIN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.SCALE:NE 4TH STREET11" = 5'SCALE:BREMERTON AVE NE21" = 5'Feet01020Feet02040C5.33C5.2P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.2 FRONTAGE PLAN.DWG 9/10/2021 .....FRONTAGE PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805915 18DJRSRMAWKDWH-1" = 20'9/3/21R-413812C5.31C5.32C5.34DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570 WW 35' RADIUS29.5' RADIUS5' SIDEWALK24.5' RADIUS410.00409.95409.96409.89410.65410.76409.39410 1.50%CURB RAMP PER WSDOTSTD PLAN F-40.15-04DETECTABLE WARNINGSURFACE PER WSDOTSTD PLAN F45.10-02409.45410.72410.69410.21410.256'6.3% 7.5% 1.5%1.5%8'CURB RAMP PER WSDOTSTD PLAN F-40.15-04DETECTABLE WARNINGSURFACE PER WSDOTSTD PLAN F45.10-02WWWWW409.25409.40409.08409.14409.16409.19409.70409.81MATCHMATCHCURB RAMP PER WSDOTSTD PLAN F-40.12-03DETECTABLE WARNINGSURFACE PER WSDOTSTD PLAN F45.10-029'4.0%1.5%6'2.3%6.9%5.1%WWWWWWWWW409.80409.86409.83409.75410.47410.52410.58410.50MATCHMATCH10'CURB RAMP PER WSDOTSTD PLAN F-40.12-03DETECTABLE WARNINGSURFACE PER WSDOTSTD PLAN F45.10-027.2%7.0%10'5.4%5.5%1.5%410.57410.42410.51410.98410.89410.71410.64411.18411.251.5%7.8%7'6'7.7%30' WIDE DRIVEWAYPER STD PLAN 104.4MATCH MATCHIN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.SCALE:ADA RAMP11" = 10'SCALE:ADA RAMP21" = 10'Feet02040SCALE:ADA RAMP31" = 10'C5.3P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.2 FRONTAGE PLAN.DWG 9/10/2021 .....ADA RAMP DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805916 18DJRSRMAWKDWH-1" = 20'9/3/21R-413813SCALE:ADA RAMP41" = 10'DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570 131 +00 132 +00 133 +00112+00113+00INTERSECTIONNE 4TH ST., STA=112+92.86BREMERTON AVE. NE, STA=130+00.00WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW12'12'DOUBLE 4" WIDEPAINTED YELLOWSTRIPES4" WIDE PAINTEDWHITE STRIPESTA 130+50.3, 33.2' LTBEGIN 4" WHITE STRIPESTA 130+50.2, 21.2' LTBEGIN 4" DBL YELLOWSTRIPE, END 12" WHITESTOP BARSTA 131+56.0, 33.2' LTEND 4" WHITE STRIPESTA 132+90.6, 21.3' LTEND DBL 4" YELLOWSTRIPESSTA 130+50.3, 48.2' LTBEGIN 12" WHITESTOP BARWHITE PAINTED RIGHTTURN ARROW PERWSDOT, TYP OF 2STA 131+63.4, 52.4' LTRIGHT TURN ONLY SIGNPER WSDOT, MOUNTPER STD PLAN 129IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.Feet02040 C5.4.....CHANNELIZATION PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805917 18DJRSRMAWKDWH-1" = 20'9/3/21R-413814PAINT STRIPE SPECIFICATIONS1. CONFORM TO WSDOT STANDARDSPECIFICATION SECTION 8-22, PAVEMENTMARKING.2. PAINT FOR STRIPING: LATEX, WATERBORNEEMULSION, LEAD AND CHROMATE FREE, READYMIXED, COMPLYING WITH FS TT-P-1952, WITHDRYING TIME OF LESS THAN 3 MINUTES.3. PAINT FOR ARROWS: CHLORINATEDRUBBER-ALKYD TYPE, FS TT-P-115, TYPE III.DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570 395 395 400393394 394396 396397398399401402 40 4 SSSSSSSSSSSDSDSTORMDETENTION VAULT20' WIDE X 70'LONG X 6.1' DEEPBREMERTON AVE. NESDSDSDSDSDSDSDSDSDSDSDSD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWALL STRUCTUREINLETA AB B391.37391.84390.00389.86389.26389.26CHANNELELEV 388.26CHANNELELEV 389.00390.00390.04CONCRETECHANNEL390 392402404400396398 400398 405401402403 404 400 396397398399 392393FLOOD PLAINCOMPENSATORYSTORAGE AREA3:13:1GRADETO DRAIN GRADE TO DRAIN SDSDSDSDOUTFALLEX. 30" PIPESCALE: H: 1"=10' V: 1"=10'SECTION A-A3803904003803904000+001+00SCALE: H: 1"=10' V: 1"=10'SECTION B-B3803904004103803904004100+001+00FINISH GRADEAPPRO;IMATEE;ISTIN ROUNDFINISH GRADEAPPRO;IMATEE;ISTIN ROUND100 YEAR FLOODELEVATION 394.81BOTTOM OFCOMPENSATORY STORAGEELEVATION 390±100 YEAR FLOODELEVATION 394.81BOTTOM OFCOMPENSATORY STORAGEELEVATION 390±CONCRETECHANNELFFE = 410.33IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.VERTICAL DATUMNAVD 88FOUND 3" BRASS DISK & PUNCHAT SURFACE. CITY OF RENTONMONUMENT NUMBER 1851.ELEV. = 398.55'VERTICAL DATUMNAVD 88Feet01020SCALE:######################################1" = 10'LEGENDFLOOD PLAINCOMPENSATORYSTORAGE AREAC4.01C4.02ON-SITE FLOOD VOLUMESEXISTING FLOOD VOLUME2,485 CYPROPOSED FLOOD VOLUME2,488 CYC6.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C6.0 FLOOD PLAIN COMPENSATORY STORAGE.DWG 9/10/2021 .....FLOOD PLAIN COMPENSATORY STORAGE6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805918 18DJRSRMAWKDWH-1" = 10'9/3/21R-413815DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570SURFACE WATER UTILITYkrevans 10/14/2021 14"x2PPP14"P16"x2P14"x3P14"x214"P14"P24"P12"12"x212"x424"P14"PP14"PPTSJBSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSD TTRTRT P M TP M EPMEPMSSSSSSSSSSSSSSSSSSSSS4083983963944083983983964084064044104104104084064044024024004004023943943933984003983963944044024 02 39240040039839640240 2400406408404402SITE PLAN NOTESPROJECT SCOPE: MIXED USE -6,108 SF COMMERCIAL SPACE & 24 APARTMENTS, PARKING STRUCTUREOWNER: LUO YUHANPROPERTY ADDRESS: 4502 NE 4thST,RENTON, WA 98059APN: 102305-9068LEGAL DESCRIPTION:S 290.4 FT OF W 1/2 OF SW 1/4 OF SE 1/4 OF SW 1/4 LESS E 230 FT LESS CO RDZONING: CA / D1.THERE IS AN AVAILABLE PUBLIC WATER SYSTEM.2. THIS IS NOT A LEGAL SURVEY. PROPERTY DESCRIPTION INFORMATION ON THIS SHEET FOR GENERAL USE ONLY.3. PROVIDE POSITIVE DRAINAGE AWAY FROM PERIMETER OF BUILDING, MINIMUM SLOPE 2% FOR 10' MIN. AWAY FROM BLDG.4. SLOPE ALL CONCRETE 1% UNLESS NOTED OTHERWISE.5. CONNECT UTILITY EXTENSIONS TO EXISTING UTILITIES. CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS.6. LIMITS OF CONSTRUCTION, STORAGE AREA, & VEGETATION OF CONCERN TO BE COORDINATED W/OWNER OR ARCHITECT7. REFUSE/RECYCLING AREA LOCATED INSIDE UNDERGROUND GARAGE STRUCTURE. SEE FLOOR PLANS.8. FOR REMAINING SITE INFORMATION REFER TO CIVIL DRAWINGSN88^02'58" W93.57N88^02'58" W93.26'N0^03'50" W248.37'N0^08'06" W248.39'BREMERTON AVE. NENE 4TH ST.5' SIDEWALK5' SIDEWALKGARAGE STRUCT.RAMP DOWN6,108 SF COMMERCIALPAVED DRIVEWAY36' - 3"12345678910121311CCCCCC24' - 0"12' - 0"NEW PROPERTY LINENEW LANDSCAPING PER LANDSCAPE ARCH. PLANSEXIST. PROPERTY LINE810121314CCCCCRAMPELEV.DN.PROPERTY LINE, TYP.EXIST. LANDSCAPING TO BE REMOVEDEXIST. EDGE OF STREETPROPOSED CURBWALL LINE BELOWRELOCATED UTILITY POLEEXIST. FIRE HYDRANTEXIST. FIRE HYDRANT9' - 4"8'x8' TRANS.VAULT LIDLS10' - 0"7/8"SB5' - 2 1/8"15' - 0"SETBACK20' - 0"PUBLIC ARTSW5' - 0"LS8' - 0"LS10' - 0"2151413CCCCCCSITE COVERAGESITE AREA 23,170 SF (0.55 AC)PROPOSED BUILDING FOOTPRINT11,922 SFTOTAL AREA 11,922 SFTOTAL BUILDING COVERAGE11,922/23,170=51.45%IMPERVIOUS AREA: EXISTING IMP. AREA (HOUSE, FLAT WK.)1,760 SFPROPOSED BUILDING FOOTPRINT:11,922 SFPROPOSED DRIVEWAY/RAMP: 3,520 SFPROPOSED FLAT WORK: 3,000 SF TOTAL:18,442 SF 1,760 SFTOTAL IMPERVIOUS AREA (NEW MINUS EXIST.) = 16,682IMPERVIOUS AREA % = 16,682/23,170 = 72%FLOOR AREASAREAS BY FLOOR:UNDERGROUND PARKING AREAS (GROSS) S-2 GARAGE AREA 9,838 SFSTAIR/ELEV. LOBBY/TRASH 865 SFSTORAGE/MECH./MACH. 1,707 SFTOTAL AREA 12,410 SFLEVEL 1 BUILDING AREAS (GROSS)A-2/M - COMMERCIAL AREA6,108 SFS-2 GARAGE AREA5,141 SFMECH. 80 SFSTAIRS/ELEV. LOBBY 548 SFTOTAL AREA 11,877 SFLEVEL 2 BUILDING AREAS (GROSS)APARTMENTS7,071 SFAPT. BALCONIES 704 SFROOF DECK/WALKWAY4,036 SFSTAIRS/ELEV. LOBBY 491 SFTOTAL AREA 12,302 SFLEVEL 3 BUILDING AREAS (GROSS)APARTMENTS7,060 SFAPT. BALCONIES 704 SFWALKWAY 1,628 SFSTAIRS/ELEV. LOBBY 479 SFTOTAL AREA 9,871 SFLEVEL 4 BUILDING AREAS (GROSS)APARTMENTS7,060 SFAPT. BALCONIES 704 SFWALKWAY1,628 SFSTAIRS/ELEV. LOBBY 479 SFTOTAL AREA 9,871 SFTOTAL SF (ALL LEVELS) 56,331 SFOCCUPIED AREAS BY USE:S2 GARAGE AREAS 14,979 SFA2/M COMMERCIAL AREA 6,108 SFR-2 APARTMENTS 21,191 SFMECHANICAL/MACH./STORAGE 1,787 SF TOTAL 44,065 SFUNOCCUPIED AREAS BY USE:APT. BALCONIES 2,112 SFWALKWAYS/ROOF DECK 7,292 SFSTAIRS/ELEV. LOBBY/TRASH 2,862 SF TOTAL 12,266 SFGRAND TOTAL: 56,331 SFPARKING REQ.PARKING REQUIREMENTS:RETAIL (75%): 4,377 SF2.5 SPACES/1,000 SF(NET)4,377 SF = 11 PARKING STALLS REQ.RESTAURANT (25%): 850 SF DINING AREA10 SPACES/1,000 SF DINIING AREA850 SF = 9 PARKING STALLS REQ.APARTMENTS:1 SPACE/APARTMENT24 APARTMENTS = 24 PARKING STALLS REQ.CURRENT DESIGN:STANDARD PARKING SPACES: 23COMPACT PARKING SPACES: 19HANDICAP = 2 EXTRA COMPACT SPACES: 544 PARKING STALLS REQUIRED FOR RETAIL, RESTAURANT AND 24 APARTMENTS. COMPACT SPACES NOT TO EXCEED 50%. 49 PARKING STALLS PROVIDEDBICYCLE SPACES: APT. USE: 12 SPACESCOMM. USE: 5 SPACES17 BICYCLE SPACES PROVIDEDDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM5/5/2021 3:25:51 PMEMCA1.04502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETNORTHVICINITY MAPNORTH1" = 20'-0"1SITE PLAN - PROPOSED2CITY REV.for reference only, see building permitB20003319 for approved plan UP UP UP A B C D E F G H I 1 2 3 4 5 189.34 SFELEV./STAIR104A50.71 SFMECH. 1110A 69.27 SFELEV. MACH. RM.109A J 141.33 SFRES. STAIR 2107A 173.38 SFMECHANICAL111A 197.59 SFELECTRICAL114A 761.88 SFBICYCLE/STORAGE113A MECH. 2112A SPRINKLER ROOM108A RES. STAIR 1106A ELEC. CL.114B REFUSE/RECYCLING115A FOUNDATION PLUMBING PLAN P2.04TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020for reference only, see building permit B20003319 for approved plan 70'-0"20'-0"70'-0"20'-0" 8"5'-0"8"10'-0"10'-0"10'-0"1'-4"1'-4"BDETENTION TOP SLAB PLANADETENTION BOTTOM SLAB PLANTOSL389.00'(-22'-4")TOSL, TYP389.50'(-21'-10")TOSL389.0(-22'-4")TOSL, TYP389.50'(-21'-10")5% MIN 5% MIN 4'-0"X4'-0" SUMP8" CONCRETE WALLTYP12" MIN CONCRETESLAB ON GRADE6'-0"5'x10' ACCESS GRATE24" DIA MANHOLE ACCESS(2 PLCS)12" CONCRETE SLABTOSL=397.60' (-13'-9")14S5.7S5.27TYPNOTE:1. CONTRACTOR TO CONFIRM TOP OF CONCRETEELEVATIONS WITH CIVIL DRAWINGS.2. ELEVATION 411.33'=0'-0". SPAN 2'-4" 2'-0"1DETENTION VAULT PLANS1/8"=1'-0"15S5.719S5.720S5.720S5.720S5.720S5.75 T 125 B 12 5 T 185 B 18EDGE OF BLDGBEYONDB3 B3PROP LINE15S5.715S5.715S5.75 T 127 B 95 T 185 B 1812"Ø OUTLETIE=390.00'5'-0"2'-0"2'-0"2'-0"2'-0"2'-0"(3) 6" TALL OVERFLOW OPENINGSW/ BOTTOM OF OPENING AT 396.10',REINF PER 8/S5.212" DIA VENT HOLE1'-0"1'-0"TOSLVARIES1'-0"MIN 3" CLRSTD HOOKCONC SLAB, SLOPEDFOR REINF, SEE PLAN8"#5 @ 18" OCVERT IF#5 CONT OVERHOOK BENDS6"#5 @ 18" OCHORIZ2" CLRMIN 2" CLRTYP#5 @ 18" OCVERTWATERSTOP, TYP5'-0" MIN20VAULT WALL FOUNDATION1/2"=1'-0"TOSLSEE PLAN2" CLR STD HOOKCONC TOP SLABFOR REINF, SEE PLANCONC WALL,FOR REINFSEE 20/S5.71'-0"2" CLRTYPWATERSTOP, TYP15VAULT WALL FOUNDATION1/2"=1'-0"TOSLVARIES3/4" CHAMFER8"CONC WALL6"STD HOOKCONC SLAB, SLOPEDFOR REINF, SEE PLANSUMP6'-0" MIN1'-0" 2" CLR3" CLR #5 @ 18" OCVERT IF#5 @ 12" OC,EW, T&B#5 @ 18" OCHORIZ IF19VAULT FOUNDATION SUMP PIT1/2"=1'-0"HOOKCONC WALL,FOR REINFSEE 20/S5.7CONC TOP SLABFOR REINF, SEE PLAN5'-0"8"TO GRATESEE CIVIL3/4" CHAMFERTYPACCESS GRATE,GHB STEEL BAR GRATING (19W4) W/4"x3/8" BEARING BARS GALV, TYP(SEE PLAN FOR SPAN DIRECTION)#5 @ 12" OCVERT#4 @ 12" OCHORIZ#5 @ 12" OCVERT#4 @ 12" OCHORIZ2" CLR (2) #4 CONTTOP BARSL4x3x3/8 LLV CONTGALV W/ 1/2" DIAx4"WHS @ 12" OC, TYP14VAULT FOUNDATION SUMP PIT1/2"=1'-0"8"CONC BEAM,SEE PLANTOSL386.00'(-25'-4")1"CLR 1'-0"MIN TOSLVARIESDRAWN DATE SHEET REVISIONS 4502 NE 4TH ST., RENTON, WA 98059 4th DIMENSION MIXED USE PERMIT SET 4502 NE 4TH ST., RENTON, WA 98059 03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982333/2/2021RLR/BLF S5.7 LEGEND Bx BEAM, SEE 7/S5.6for reference only, see building permitB20003319 for approved plan BREMERTON AVE. NENE 4TH ST.OFF-SITE TREE TO REMAIN13 EXISTING TREES TO BE REMOVED401.03 407.92 408.72 410.47 410.53 410.52 410.50 407.45 405.78 FF=410.33 GF=389.97 410 402 404 406 408406.00 403.83401.75400.39 -33.3%400.11400.93 -1.3% N 88°03'08" W 93.12' 1292.86'N 00°08'19" W 42.03'N 88°03'08" W 2585.71' (BASIS OF BEARING)N 00°08'19" W 248.56'N 00°04'02" W 248.55'N 88°03'08" W 93.43' CL FP SD SD SDSDSDSD SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANNVICINITY MAP SCALE: 1"=200'N NE 4TH STSITE BREMERTON AVE NE UNION AVE NE HOQUIAM AVE NE NE 5TH STNE 6TH STDUVALL AVE NE NE 7TH PLNE 2ND CTNE 7TH PLNE 5TH STNE 6TH ST12345678910111213EXISTING TREE INVENTORYEXISTING TREE ACCESSMENT13 existing Black Cottonwoods are located within the proposed expansion ofBremerton Avenue NE and are to be removed.ORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.1905DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPR:XX-XXXXXXR-4138174TH_DIMENSION_MIXED_USE C:XX-XXXXXXLUA:XX-XXXXX L1 4TH_DIMENSION_MIXED_USE LANDSCAPE_PLAN4TH_DIMENSION_MIXED_USETED-40-4138 DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570CURRENT PLANNINGClark Close 10/13/2021 BREMERTON AVE. NENE 4TH ST. N 88°03'08" W 93.12'N 00°08'19" W 42.03'N 88°03'08" W 2585.71' (BASIS OF BEARING)N 00°08'19" W 248.56'N 00°04'02" W 248.55'N 88°03'08" W 93.43' CL SD SD SDSDSDSD LANDSCAPE PLANTING SCHEDULEEVERGREEN TREESSYMBOLBOTANICAL / COMMON NAMEQTYSIZECONDITIONDECIDUOUS TREESSYMBOLBOTANICAL / COMMON NAMEQTYSIZECONDITIONSHRUBSSYMBOLBOTANICAL / COMMON NAMEQTYSIZECONDITIONGROUNDCOVER / PERENNIALSYMBOLBOTANICAL / COMMON NAMEQTYSIZECONDITION SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANN ORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.1905DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4138 4TH_DIMENSION_MIXED_USELANDSCAPE_PLAN4TH_DIMENSION_MIXED_USEL2 LUA:XX-XXXXX C:XX-XXXXXX4TH_DIMENSION_MIXED_USER-413818PR:XX-XXXXXX LUA19000153 PR19000295 C20002570CURRENT PLANNINGClark Close 10/13/2021 TREE PLANTING / STAKING13TREE GUYING23GROUNDCOVER PLANTING33SHRUB PLANTING43GENERAL NOTESThe General Contractor is to provide subgrades 4" below hard surfaces plus/minus .1foot.All rough grading shall be positive, draining away from all structures.All stones larger than 1.5" diameter shall be removed from the growing medium.All new landscape areas shall incorporate soil amendments as follows: the uppermosttwelve (12) inches of soil shall be tilled and two (2) inches of compostedmaterial shall be fully incorporated into the tilled soil; or to specifications as otherwiseprovided in the Stormwater Management Manual of Western Washington,Department of Ecology, dated August 2012, or as subsequently amended. Compactionof landscaping areas from vehicles and heavy equipment shall beavoided after tilling.All bed areas to receive 2" of fine ground fir or hemlock bark, composition mulches arenot an acceptable alternative.Trees and shrubs are to be planted at a depth 3/4" higher than the level that they weregrown in the nursery.Bark mulch is not to be placed above the root crown.All plants shall at least conform to the minimum standard established by the Americanassociation of nurserymen.Lawn areas are to be hydroseeded per manufacturer's specifications, or approvedequal. Remove all stones larger than 1" from lawn areas.Substitutions are strongly discouraged. If plant availability is a problem, contact theLandscape Architect for sources or acceptable alternatives.If the site work is different than shown on the Landscape Plan, or poor soils and debrisare discovered, requiring changes to the Landscape Plan, contact the LandscapeArchitect for instruction.The Landscape Contractor is responsible for maintaining the landscape duringinstallation, until final acceptance by the owner's representative.The Landscape Contractor shall warranty all materials and workmanship for a period ofone year, from the time of final acceptance.During the warranty period, the Landscape Contractor will not be responsible for plantdeath caused by unusual climatic conditions, vandalism, theft, fire, or poormaintenance practices.Plant counts provided are estimates only. contractor is responsible for calculating allfinal area and counts. Plan takes precedent over plant schedule.All proposed landscape beds and containers shall received permanent irrigation bymeans of sprinklers and drip irrigation.IRRIGATION SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.1905DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4138 4TH_DIMENSION_MIXED_USELANDSCAPE_PLAN4TH_DIMENSION_MIXED_USEL3 LUA:XX-XXXXX C:XX-XXXXXX4TH_DIMENSION_MIXED_USER-413819PR:XX-XXXXXX LUA19000153 PR19000295 C20002570CURRENT PLANNINGClark Close 10/13/2021 BREMERTON AVE. NENE 4TH ST. N 88°03'08" W 93.12'N 00°08'19" W 42.03'N 88°03'08" W 2585.71' (BASIS OF BEARING)N 00°08'19" W 248.56'N 00°04'02" W 248.55'N 88°03'08" W 93.43' CL SD SD SDSDSDSD PIPE SIZESGPMPIPE SIZEIRRIGATION SCHEDULESYMBOLTYPEDESCRIPTIONMANUFACTURERNOTE SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANN ALL CITY RENTON STANDARDS SHALL BE FOLLOWED.PLAN IS DIAGRAMMATIC AND CONCEPTUAL IN NATURE. STANDARD TRADE PRACTICES SHALL BE EMPLOYED TO INSUREECONOMY OF TRENCHING AND SLEEVING. EXACT LOCATION OF LINES AND HEADS MAY BE ALTERED BY CONTRACTORTO PROVIDE BEST WATER COVERAGE. MANUFACTURER'S RECOMMENDED HEAD SPACING SHALL BE EXCEEDED ONLYWITH PERMISSION OF LANDSCAPE ARCHITECT.ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FORIRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES.IRRIGATION TRENCH DEPTHS, 18" FOR MAINLINE, 12" FOR LATERAL LINES. TRENCHES SHALL BE FREE OF ALL DEBRIS THATCAN RESULT IN DAMAGE TO THE PIPING.SET VALVE BOXES SQUARE TO ADJACENT BUILDINGS, WALKS OR PARKING.OWNER TO PROVIDE DEDUCT/EXEMPT METER AS REQUIRED BY WATER PURVEYOR.SWING JOINTS TO BE EITHER TRIPLE SWING JOINTS OR TORO FUNNY PIPE.LEAVE A MINIMUM OF 3' OF ADDITIONAL CONTROL WIRE LOOPED AT EACH VALVE BOX. ATTACH CONTROL WIRES TOTHE ADJACENT PIPING WITH ELECTRICAL TAPE, AT LEAST EVERY 20'. RUN 3 SPARE WIRES ALONG ENTIRE LENGTH OFMAINLINE, LOOP THROUGH EACH VALVE BOX TO FARTHEST VALVE BOX EACH DIRECTION.IRRIGATION NOTESORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.1905DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPR:XX-XXXXXXR-4138204TH_DIMENSION_MIXED_USE C:XX-XXXXXXLUA:XX-XXXXX L4 4TH_DIMENSION_MIXED_USE LANDSCAPE_PLAN4TH_DIMENSION_MIXED_USETED-40-4138 LUA19000153 PR19000295 C20002570CURRENT PLANNINGClark Close 10/13/2021 DRIP ZONE KITXFS SUB-SURFACE DRIPLINE END FEED LAYOUTXFS SUB-SURFACE DRIPLINE BURIALXFS SUB-SURFACE DRIPLINE CENTER FEED LAYOUT45655535REMOTE CONTROL VALVEPOP UP SPRAY HEAD1525ORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.1905DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPR:XX-XXXXXXR-4138214TH_DIMENSION_MIXED_USE C:XX-XXXXXXLUA:XX-XXXXX L5 4TH_DIMENSION_MIXED_USE LANDSCAPE_PLAN4TH_DIMENSION_MIXED_USETED-40-4138 SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANLUA19000153 PR19000295 C20002570CURRENT PLANNINGClark Close 10/13/2021 DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570 Note: Lat/Long coordinates will be supplied as part of the as-built drawings.TRANSPORTATION OPERATIONCBarnes 10/16/2021 DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570TRANSPORTATION OPERATIONCBarnes 10/16/2021 DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570TRANSPORTATION OPERATIONCBarnes 10/16/2021 DEVELOPMENT ENGINEERINGnjanders 10/13/2021LUA19000153 PR19000295 C20002570TRANSPORTATION OPERATIONCBarnes 10/16/2021